CITY_25_9_STAMPED_APPROVED_PLANS.pdf

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

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5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

S.SUN

S.SUN

J. BACH

J. BACH

COVER SHEET

C-001 01 01

CONSTRUCTION PLAN - ISSUED FOR PERMITS

4/8/25

1240604SCOPE OF WORK:

THIS PROJECT IS A MAINTENANCE / REPAIR

PROJECT TO THE EXISTING 72" CULVERT

AND 60" CULVERT OWNED BY THE CITY OF

SANDY SPRINGS. THE MAINTENANCE /

REPAIR ACTIVITY MENTIONED ABOVE DO

NOT SIGNIFICANTLY IMPACT THE EXISTING

CULVERTS' HYDRAULIC PERFORMANCE.

ALL PHASED EROSION CONTROL BMPS ARE

TO REMAIN IN PLACE UNTIL THE SITE IS 100%

STABILIZED.

IT IS THE OWNER'S/OPERATOR'S RESPONSIBILITY TO BE IN COMPLIANCE

WITH APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMNATION SYSTEM

(NPDES) PERMIT AND CLEAN WATER ACT REQUIREMENTS.

DESIGN PROFESSIONAL:

JASON BACH, P.E.

LEVEL II CERTIFICATION

No.: 0000015197

EXPIRES : 08/29/2027

24-HOUR EROSION AND

SEDIMENTATION

CONTROL CONTACT:

CITY OF SANDY SPRINGS

770-730-5600

CIVIL DESIGN TEAM

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

WEB: www.pondco.com

PROJECT MANAGER:

JASON BACH, PE

BACHJ@PONDCO.COM

OWNER/DEVELOPER

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

770-730-5600

OWNER CONTACT:

CONSTRUCTION DOCUMENTS FOR

PROJECT INFORMATION:

PROJECT ADDRESS:

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

PARCEL ID:17 007000040120, 17 007000040211

SITE AREA:

0.27 ACRES

DISTURBED AREA:

0.16 ACRES

PROPOSED IMPERVIOUS SURFACE AREA:

N/A ACRES

ZONING CLASSIFICATION:

CS-3 (CITY SPRINGS AREA)

GENERAL DEVELOPMENT NOTES:

1. ALL ADA RAMPS, ADA PARKING SPACES, AND SIDEWALKS SHALL BE

ADA COMPLIANT.

2. THERE ARE STATE WATERS ARE KNOWN TO EXIST ON THE SITE.

3. NO WETLAND IS KNOWN TO EXIST ON THE SITE.

4. SUBJECT PROPERTY IS NOT LOCATED WITHIN SPECIAL FLOOD

HAZARD ZONE, PER FIRM MAP NUMBER 13121C0161F, 09-18-2013.

5. ALL EROSION AND SEDIMENT CONTROLS PLANS SHALL BE PROVIDED

PRIOR TO ANY ACTIVITIES. TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO GRADING.

6. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES.

IF FULL IMPLEMENTATION OF THE APPROVED PLANS DOES NOT

PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO

CONTROL OR TREAT THE SEDIMENT SOURCE.

7. THE ESCAPE OF SEDIMENT FROM SITE SHALL BE PREVENTED BY

INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICE

PRIOR LAND DISTURBING ACTIVITIES.

8. 72 HRS NOTICE IS REQUIRED TO GEORGIA 811 UTILITY PROTECTION

CENTER BEFORE ANY PLANNED DIGGING.

SCALE: NTS

VICINITY MAP

WITH MY INITIALS AT THE LINE ABOVE AND MY SEAL AND SIGNATURE BELOW,

I JASON BACH, A PROFESSIONAL ENGINEER, ARCHITECT OR LANDSCAPE

ARCHITECT LICENSED IN THE STATE OF GEORGIA, HEREBY CERTIFY THAT I

HAVE PERSONALLY REVIEWED THE ATTACHED SUBMITTAL PLANS FOR A

LAND DISTURBANCE PERMIT, IN MY OPINION THESE SUBMITTAL PLANS MEET

ALL APPLICABLE REGULATIONS AND ORDINANCES OF CLAYTON COUNTY

AND OTHER AFFECTED PARTIES MAY RELY ON THIS CERTIFICATION.

SIGNED:_________ GEORGIA REGISTRATION #:_____________

PROJECT

LOCATION

SCALE: NTS

FEMA FLOOD MAP

MOUNTAIN CREEK RD MAINTENANCE PROJECT

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

PROJECT NUMBER: WR 23-018708

ISSUED FOR PERMIT

DRAWING INDEX

TITLE DESCRIPTION

CIVIL GENERAL

C-001 COVER SHEET

C-002 CIVIL NOTES, LEGEND, AND ABBREVIATION

C-003 SANDY SPRINGS NOTES

EXISTING CONDITIONS

V-101 TOPOGRAPHIC AND SITE FEATURE SURVEY

CIVIL

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING AND DRAINAGE PLAN

CG201 PIPE PROFILE AND ANALYSIS

CG202 PIPE PROFILE AND ANALYSIS

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

CE001 ESCP NOTES

CE002 ESCP NOTES

CE003 ESCP NOTES

CE004 ESCP NOTES

CE101 ESCP - INITIAL

CE102 ESCP - INTERMEDIATE

CE103 ESCP - FINAL

CE501 ESCP DETAILS

CE502 ESCP DETAILS

CE503 ESCP DETAILS

CE504 ESCP DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-101 CULVERTS LOCATION

S-301 WALL SECTIONS

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

Nataling Adkisson

CITY-25-9

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

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5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

GENERAL CIVIL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY,

STATE, AND FEDERAL REGULATIONS APPLICABLE TO

CONSTRUCTION OF THIS SITE. CONTRACTOR MUST NOTIFY

CLAYTON COUNTY WATER AND SEWER CONSTRUCTION

INSPECTOR AT LEAST 72 HRS PRIOR TO CONSTRUCTION

ACTIVITIES.

2. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR CATCH

BASIN, CENTERLINE OF ROAD, FACE OF BUILDING, FACE OF

CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS

OTHERWISE NOTED.

3. EXISTING CONDITIONS SHOWN ARE BASED UPON

TOPOGRAPHIC AND UTILITY SURVEY PROVIDED BY GEOSURVEY

PROFESSIONAL LAND SURVEYING SERVICES DATED 09-07-2023.

4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS

REQUIRED BY LOCAL, STATE, AND FEDERAL REQUIREMENTS.

5. CONTRACTOR SHALL MOVE ALL CONSTRUCTION DEBRIS OFF

THE SITE AND DISPOSE DEBRIS AT A LEGAL, PERMITTED

LANDFILL CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

6. NO BURNING IS ALLOWED ON SITE.

7. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES

AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

8. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED

FLUSH WITH EXISTING GRADE, WITH NO PONDING OF

STORMWATER, UNLESS NOTED OTHERWISE.

9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND

TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL

DISCREPANCIES TO THE ATTENTION OF THE OWNER PRIOR TO

STARTING CONSTRUCTION.

11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), LATEST EDITION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH

THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN

CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL

NOTIFY THE OWNER BEFORE PROCEEDING WITH

CONSTRUCTION.

13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE

STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.

EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF

OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM

DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR

THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR

ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY

PROVIDER. THE CONTRACTOR SHALL EXERCISE CAUTION

WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN

ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ANY

FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE

BORNE BY THE CONTRACTOR IN ACCORDANCE WITH

RESPECTIVE UTILITY COMPANY STANDARDS. THE

CONTRACTOR SHALL COORDINATE DISCONNECTION OF

EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE

SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND

SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF

WATER, READY TO RECEIVE PLANTING MATERIALS OR

GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO

CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY

OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,

STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE

ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL

AND STORMWATER POLLUTION PREVENTION REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT

PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR

BETTER CONDITION PRIOR TO THE COMPLETION OF THE

PROJECT AS DETERMINED BY THE OWNER.

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,

TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,

SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING

LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING

THE PERFORMANCE OF THE WORK SHALL BE RESTORED TO

ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH

WILL REMAIN.

22. EACH SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK

OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT

OF WORK. THIS WORK MUST BE PERFORMED BY LICENSED &

REGISTERED GEORGIA LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY

OWNER), EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN PRIOR TO WORK.

CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND

COORDINATED WITH THE ARCHITECTURAL PLANS, IF

APPLICABLE.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP

SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE

PAINTED ON PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT MUTCD

STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING

OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT

AND EROSION CONTROL MEASURES DAILY AND DURING

PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.

DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT

ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE

WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &

STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL

SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED

FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE

BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE

GRADING PLAN).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

8. GRADING COMPLETE SHALL MEAN THE ACTIVITIES THAT

INCLUDE ALL UNCLASSIFIED EXCAVATION, BORROW

EXCAVATION, CHANNEL EXCAVATION, WATER DIVERSION,

BYPASS PUMPING, FOUNDATION BACKFILL MATERIAL TYPE I,

ROCK EXCAVATION, ASPHALT CUTS, CLEARING AND GRUBBING,

TREE REMOVAL, DEBRIS/SOLID WASTE REMOVAL, AND

REMOVAL OF ALL ITEMS NOT SHOWN AS SEPARATE PAY ITEM.

THIS SHALL INCLUDE ALL COMPACTIVE EFFORTS NECESSARY

TO ACHIEVE THE COMPACTION REQUIREMENTS SPECIFIED IN

THE PLANS

9. CONTRACTOR SHALL CONDUCT ALL FINISHED SOIL

COMPACTION TESTING AND CONCRETE TESTING, AND SUBMIT

TO OWNER FOR APPROVAL

TRANSPORTATION AND DEV. NOTES

1. NO BURY PITS ALLOWED ON SITE

2. ANY REVISION TO THE PLANS AFTER THE INITIAL SUBMITTAL,

OTHER THAN THE RESPONSE TO THE PLAN REVIEW COMMENTS,

WILL BE INDICATED ON REVISIONS AND SUBMITTED WITH A

WRITTEN EXPLANATION OF THE REVISIONS AND THE REASONS.

3. ANY VARIATIONS FROM THE PERMITTED PLANS, CHANGES IN THE

DESIGN RESULTING FROM FIELD CONDITIONS, OR SUBSTITUTION

OF CONSTRUCTION MATERIALS ARE TO BE REVIEWED AND

APPROVED BY THE RESPONSIBLE DESIGN ENGINEER AND COSS

LAND DEVELOPMENT.

4. PLANS ARE REVIEWED IN GENERAL. SPECIFIC DETAILS AND

CALCULATIONS MAY NOT BE CHECKED. THE ENGINEERS STAMP

AND SIGNATURE GUARANTEES THE ACCURACY OF THE

CALCULATIONS AND DESIGN. PLAN APPROVAL DOES NOT

OBLIGATE THE CITY OR COUNTY TO ACCEPT THE WORK, NOR

DOES IT RELIEVE THE OWNER AND/ OR ENGINEER FROM

COMPLIANCE WITH ANY OTHER CITY OR COUNTY, STATE OR

FEDERAL ORDINANCES AND LAWS. PLAN APPROVAL DOES NOT

RELIEVE THE OWNER FROM THE RESPONSIBILITY FOR DAMAGES

TO ADJACENT OR DOWNSTREAM PROPERTY RESULTING FROM

THIS DEVELOPMENT.

5. PLAN APPROVAL IS SUBJECT TO THE PROPER IMPLEMENTATION

OF SEDIMENT CONTROL & OFFSITE DRAINAGE PROCEDURES.

6. MUD AND SILT ARE STRICTLY PROHIBITED FROM LEAVING THE

SITE.

7. APPROVED IN GENERAL AND SPECIFIC DETAILS NOT CHECKED.

APPROVAL DOES NOT RELIEVE OWNER FROM COMPLYING WITH

SPECIFICATIONS OR REGULATIONS.

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND AND COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: JASON BACH, PE

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

OWNER/DEVELOPER:

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30328

SURVEYOR:

GEOSURVEY PROFESSIONAL LAND SURVEYING SERVICES

1660 BARNES MILL ROAD

MARIETTA, GA, 30062

770-795-9900

GEOTECHNICAL:

N/A

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

CIVIL ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPROX APPROXIMATELY

AC ACRE

BLDG BUILDING

BW BOTTOM OF WALL GRADE ELEVATION

CENTERLINE

CF CUBIC FEET

CI CURB INLET

CO CLEAN OUT

DIP DUCTILE IRON PIPE

DWM DEPARTMENT OF WATERSHED

MANAGEMENT

E EASTING

EPD ENVIRONMENTAL PROTECTION DIVISION

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FT FEET

FP FLOW PATH

GAB GRADED AGGREGATE BASE

GDOT GEORGIA DEPT. OF TRANSPORTATION

GEOS GEORGIA EPD ONLINE SYSTEM

GIE GUTTER INVERT ELEVATION

GIS GEOGRAPHIC INFORMATION SYSTEM

HORZ HORIZONTAL

HP HIGH POI NT

HT HEIGHT

HW HEADWALL

IE INVERT ELEVATION

IN INCH

INV INVERT

JB JUNCTION BOX

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

MAX MAXIMUM

ME MATCH EXISTING

MIN MINIMUM

MPH MILES PER HOUR

N NORTHING

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

OD OUTSIDE DIAMETER

OE OVERHEAD ELECTRICAL

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STRM STORM

SWCB SING WING CATCH BASIN

TC TOP OF CURB

TYP TYPICAL

UC UNDERGROUND COMMUNICATIONS

VERT VERTICAL

WI WEIR INLET

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

W/C WATER TO CEMENT

WQ WATER QUALITY

YR YEAR

SF

LOD

FW FW

CL

CIVIL LEGEND

DESCRIPTION EXISTING PROPOSED

FIRE WATER LINE N/A

SIDEWALK

SILT FENCE N/A

LIMITS OF DISTURBANCE N/A

FIRE HYDRANT N/A

CONCRETE PAVEMENT

ASPHALT PAVEMENT

FENCE N/A X X

FH

CO

S

D

CLEANOUT N/A

CURB INLET N/A

TRENCH DRAIN N/A

WEIR INLET N/A

SANITARY SEWER MANHOLE N/A

STORM SEWER MANHOLE N/A

SINGLE WING CATCH BASIN ST

W.M.

WV

WATER TEE N/A

M

WATER LINE

WATER METER

WATER VALVE

OVERHEAD

ELECTRICAL

UNDERGROUND

ELECTRICAL N/A

¡ ¡ ¡ ¡ ¡ ¡ ¡STORM PIPE

UNDERGROUND

COMMUNICATIONS

W W

OE

UC

OE

UE UE

UC UC

GAS LINE G G

POWER POLE

PP

FLAG POLE N/A

SANITARY SEWER SS SS

THE PERSON ULTIMATELY RESPONSIBLE FOR THE INSTALLATION

AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL

PRACTICES ON THIS SITE AND WHO IS TO BE CONTACTED IN THE

EVENT OF A STOP WORK ORDER, IS:

NAME:_______________________________

PHONE #:_____________________________

S.SUN

S.SUN

J. BACH

J. BACH

GENERAL CIVIL

NOTES,

LEGEND, AND

ABBREVIATIONS

C-002 01 01

CONCEPT PLAN - ISSUED FOR PERMITS

4/8/25

UTILITIES:

TELEPHONE: AT&T 800-225-5288

ELECTRIC: GA POWER 888-655-5888

WATER: ATLANTA DWM 404-658-6500

SEWER: FULTON CO. SEWER 404-612-6830

GAS: ATLANTA GAS LIGHT CO. 877-427-4321

CONTRACTOR RESPONSIBLE FOR SUBMITTING A DAILY REPORT

EVERY WORK DAY, INCLUDING DAYS WITH NO WORK

PERFORMED, BY 9 AM THE FOLLOWING MORNING AND AN

EROSION CONTROL REPORT EVERY THURSDAY BY 12:00 PM."

"CONTRACTOR HALL PROVIDE ADEQUATE ON-SITE RESTROOM

FACILITIES FOR WORK CREW FOR DURATION OF THE PROJECT.

THE FACILITIES SHALL BE REMOVED PROMPTLY ONCE PROJECT

IS ACCEPTED

1240604

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

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/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

S.SUN

S.SUN

J. BACH

J. BACH

SANDY

SPRINGS

NOTES

C-003 01 01

CONCEPT PLAN - ISSUED FOR PERMITS

4/8/25

CITY OF SANDY SPRINGS GENERAL NOTES:

A. ALL STORMWATER RUNOFF REDUCTION, WATER QUALITY, AND GREEN INFRASTRUCTURE BMPS WILL

REQUIRE INSPECTION AND CERTIFICATION BY THE DESIGN PROFESSIONAL PRIOR TO FINAL SITE INSPECTION APPROVAL. AS-BUILT DRAWINGS MUST INCLUDE THIS CERTIFICATION, BMP DIMENSIONS (LENGTH, WIDTH AND DEPTH) AND AS-BUILT COORDINATES (GEORGIA STATE PLAN 83 WEST ZONE).

B. ANY WORK WITHIN CITY OF SANDY SPRINGS RIGHT-OF-WAY REQUIRES A SEPARATE UTILITY PERMIT

FROM THE CITY OF SANDY SPRINGS PUBLIC WORKS DEPARTMENT.

C. STOCKPILE AREAS MUST BE PLACED AND MAINTAINED WITHIN THE LIMITS OF DISTURBANCE AND HAVE APPROPRIATE EROSION CONTROL BMPS IN PLACE OR BE HAULED IMMEDIATELY FROM THE PROJECT SITE FAILURE TO PROPERLY MAINTAIN AND PROTECT STOCKPILE AREAS MAY RESULT IN A STOP WORK

ORDER AND/OR MAY REQUIRE A PLAN REVISION.

D. GATES NOT INTENDED FOR PEDESTRIAN USE SHALL BE LOCKED WHEN THE POOL IS NOT IN USE.

E. FOR ALL CASES WHERE A BUILDING FOOTPRINT PENETRATES THROUGH A POOL FENCE PERIMETER, ALL DOORS AND OPERABLE WINDOWS WITH A SILL HEIGHT LOWER THAN 48" ON THE BUILDING(S)

WHICH HAVE DIRECT ACCESS TO THE POOL AREA MUST BE EQUIPPED WITH AN ALARM WHICH

PRODUCERS AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN OR WINDOW IS OPENED..

SANDY SPRINGS PLAN REQUIREMENTS:

1. MAXIMUM SHEET SIZE SHALL BE 36" x 48" (24” x 36” PREFERRED) (ALL LETTERING SHALL BE READABLE).

PROPOSED PLAN SET ON 22" X 34" PAPER

2. PROJECT NAME AND ADDRESS, SUBDIVISION NAME AND LOT NUMBER (IF APPLICABLE), LAND LOT, DISTRICT, AND ZONING.

5760, 5775 MOUNTAIN CREEK RD, SANDY SPRINGS, GA, 30328, LAND LOT 70, 17H DISTRICT, ZONING CS-3

(CITY SPRINGS AREA)

3. OWNER'S NAME AND COMPLETE ADDRESS INCLUDING ZIP CODE.

CITY OF SANDY SPRINGS - 1 GALAMBOS WAY, SANDY SPRINGS, GA, 30326

4. NAME, TELEPHONE NUMBER, AND GSWCC LEVEL 1A CERTIFICATION NUMBER OF A 24-HOUR CONTACT.

CITY OF SANDY SPRINGS 770-730-5600

5. DESIGN FIRM NAME/ADDRESS/PHONE, POINT OF CONTACT AND CONTACT PHONE NUMBER.

POND & COMPANY, 3500 PARKWAY LN, #500, PEACHTREE CORNERS, GA 30092, 678-336-7740

6. NORTH ARROW, SITE ACREAGE, AND SCALE OF DRAWING (1"=10 to 1"=50').

NORTH ARROW SHOWN ON CS101, SITE ACREAGE IS 0.27 AC, SCALE IS 1" = 10' AND 1" = 20'

7. BOUNDARY INFORMATION INCLUDING BEARINGS AND DISTANCES ALONG ALL PROPERTY LINES AND A

LOCATION SKETCH. PROVIDE SOURCE.

SHOWN ON THIS PAGE PER SURVEYOR

8. STREET NAME.

MOUNTAIN CREEK RD

9. LOT BUILDING SETBACK LINES (PER SANDY SPRINGS ZONING ORDINANCE) LABELED WITH DIMENSIONS

TO LOT LINES.

ALL SETBACKS ARE SHOWN ON THIS PLAN PER SANDY SPRINGS CS-3 (CITY SPRINGS AREA) ZONING

10. NAMES OF ADJOINER'S AND RESPECTIVE ZONINGS.

INFORMATION IS SHOWN ON SURVEY AND SITE PLAN

11. LOCATIONS OF ALL EXISTING STRUCTURES (INCLUDING HOUSES, BARNS, SHEDS, LANDSCAPE AND

RETAINING WALLS, SANITARY AND STORM DRAINAGE LINES AND STRUCTURES, WATER LINES,

NEAREST FIRE HYDRANT, DETENTION PONDS AND STRUCTURES, SEPTIC TANKS AND LINES, POOLS, FENCES, ETC.) WITH DISTANCES TO LOT LINES FOR ALL ABOVE GROUND STRUCTURES.

SEE SHEET V-101

12. PROVIDE EXISTING TOPOGRAPHY INCLUDING APPROPRIATE TREES, ALL EXISTING PIPES WITH THEIR

APPROPRIATE EASEMENTS. PROVIDE SOURCE.

EXISTING TOPOGRAPHY AND ALL TREES ARE SHOWN ON V-101. ALL KNOWN PIPES AND EASEMENTS ARE SHOWN ON THE SURVEY. ALL PROPOSED TREES AND PIPES ARE SHOWN ON PLAN CG101 AND V-101.

13. LOCATIONS OF ALL PROPOSED STRUCTURES (INCLUDING HOUSES, WALLS, SANITARY, AND STORM DRAINAGE LINES AND STRUCTURES, SEPTIC TANKS AND LINES, POOLS, FENCES, ETC.). SIZE AND TYPE OF CONSTRUCTION SHOULD BE CALLED OUT ON THE PLAN WITH DISTANCES TO LOT LINES FOR ALL

ABOVE GROUND STRUCTURES.

ALL PROPOSED DRAWING STRUCTURES ARE SHOWN ON SHEET CG101

14. HEIGHT OF PROPOSED BUILDINGS AND SQUARE FOOTAGE OF EXISTING AND PROPOSED DWELLING (THE DWELLING MUST MEET THE MINIMUM REQUIREMENTS FOR THE PARCEL'S ZONING DISTRICT).

SEE SHEET CG101.

15. LOCATION OF ZONING BUFFERS, ACCESS EASEMENTS, SEWER EASEMENTS, AND DRAINAGE

EASEMENTS, ETC.

SEE SHEET CG101.

16. LOCATION OF DRIVEWAY (EXISTING AND PROPOSED) AND THE PROPOSED CONSTRUCTION ENTRANCE.

DIMENSION FROM ANY IMPROVEMENTS OR THE PROPERTY CORNER. PROPOSED DRIVEWAY APRON(S) MUST BE A MINIMUM OF 10 FEET FROM A CATCH BASIN FIRE HYDRANT, AND THE LOT LINE. DRIVEWAY APRON(S) MUST ALSO BE A MINIMUM OF 25 FEET FROM THE RADIUS RETURN ON CORNER LOTS.

SEE SHEET CG101.

17. FLOOD PLAIN NOTE AND FLOOD INSURANCE RATE MAP (F.I.R.M) PANEL NUMBER AND EFFECTIVE DATE:

THIS SITE IS NOT LOCATED WITHIN A 100 YR FLOOD PLAIN, AS DEFINED BY F.I.R.M COMMUNITY PANEL

NUMBER(S) 13121C0161F FOR FULTON COUNTY, GEORGIA. (USE 09-18-2013 MAP).

IF PROPERTY IS LOCATED IN A FLOOD ZONE AS DETERMINED BY FEMA, A CERTIFICATE OF ELEVATION

WILL BE REQUIRED. PLAN MUST STATE EXISTING AND MINIMUM PROPOSED FINISHED FLOOR

ELEVATIONS FOR THE MAIN FLOOR, BASEMENT, AND GARAGE. ELEVATIONS MUST BE AT LEAST 3 FEET ABOVE THE 100-YEAR ELEVATION. THE HOUSE MUST BE AT LEAST 10 FEET (HORIZONTALLY) AWAY

FROM THE 100-YEAR LIMIT.

18. PROVIDE A COMPLETE GRADING PLAN SHOWING PROPOSED CONTOURS, PIPES, RETAINING WALLS, ETC.

SEE SHEET CG101

19. IF THE SITE INCLUDES A STORMWATER DETENTION POND OR A NORMALLY WET POND OR LAKE, SUBMITTAL OF A CERTIFICATE OF ELEVATION WILL BE REQUIRED.

N/A

20. RETAINING WALLS OVER FOUR FEET IN HEIGHT REQUIRE A SEPARATE RETAINING WALL PERMIT IN ACCORDANCE WITH THE CITY OF SANDY SPRINGS' DEVELOPMENT REGULATIONS SECTION 103-27(D)

AND SECTION 103-107.

SEE STRUCTURAL DRAWINGS FOR WALL DESIGN

21. DRIVEWAY ENTRANCE TO BE IN ACCORDANCE WITH FULTON COUNTY STANDARD DETAIL 304.

SEE SHEET CS101

22. TWO DRIVEWAY ENTRANCES ARE ALLOWED ONLY ON SINGLE FAMILY RESIDENTIAL LOTS THAT FRONT

ON LOCAL STREETS. THE DRIVEWAYS WILL REQUIRE SIGHT DISTANCE CERTIFICATION IN

ACCORDANCE WITH THE CITY OF SANDY SPRINGS' DEVELOPMENT REGULATIONS SECTION 103-77(F).

N/A

CITY OF SANDY SPRINGS NOTES:

1. THIS SITE IS 2.71 MILES FROM THE CHATTAHOOCHEE RIVER. THEREFORE,

THIS PROPERTY IS NOT INSIDE THE 2,000 FT CORRIDOR.

2. THIS PROPERTY IS NOT LOCATED IN ANY OVERLAY DISTRICT.

3. THERE ARE NO EXISTING STRUCTURES THAT WILL BE REMOVED UNDER

THIS PERMIT. ALL EXISTING STRUCTURES ARE SHOWN ON SHEET V-101

AND CD-101.

4. PROPOSED BUILDING HEIGHT SHALL NOT EXCEED 35 FT

5. NEW WALLS:

- WALLS BETWEEN 4-6 FEET WILL REQUIRE AN EXECUTED OWNER

CERTIFICATION/INDEMNIFICATION FOR RETAINING WALLS.

- FOR WALLS 6 FT AND GREATER, PLANS MUST BEAR A STATE OF

GEORGIA PROFESSIONAL ENGINEER SEAL SIGNED AND DATED, AND AN

EXECUTED ENGINEER CERTIFICATION/INDEMNIFICATION FOR

RETAINING WALLS.

6. WHERE EXISTING RUNOFF LEAVES THE SITE IN A SHEET FLOW CONDITION,

RUNOFF SHALL LEAVE THE SITE IN A SHEET FLOW CONDITION AFTER

DEVELOPMENT.

7. ACCESSORY STRUCTURES MAY BE LOCATED IN REAR AND SIDE YARDS BUT

SHALL NOT BE LOCATED WITHIN A MINIMUM YARD (I.E. THE SIDE AND REAR

YARD SETBACKS). ACCESSORY STRUCTURES INCLUDE BUT ARE NOT

LIMITED TO HEATING AND AIR CONDITIONING UNITS AND/OR PADS.

1240604

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

MOUNTAIN CREEK LLC

JAMIE ANN NGUYEN, ETAL

MOUNTAIN CREEK LLC

MOUNTAIN CREEK LLC

JUDITH SOSA BENITEZ

CHANTIMA LIKITCHAROENVANICH

MOUNTAIN CREEK LLC

ANNE K DAY

Mountain Creek Road Storm System

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

GeoSurvey

GeoSurvey

CITY-25-9

Nataling Adkisson

5760 MOUNTAIN CREEK RD

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025 http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com http://www.geosurvey.com x x x x x

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LOD

LOD

LOD

LODLOD

MOUNTAIN CREEK LLC

JAMIE ANN NGUYEN, ETAL

MOUNTAIN CREEK LLC

MOUNTAIN CREEK LLC

JUDITH SOSA BENITEZ

CHANTIMA LIKITCHAROENVANICH

MOUNTAIN CREEK LLC

ANNE K DAY

MOUNTAIN CREEK ROAD

(50' R/W

- PB 59/PG 99)

± 32.0'

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

FI

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/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

SCALE: 1" = 20' 0 20' 40' 60'10'A1 DEMOLITION PLAN

S.SUN

S.SUN

J. BACH

J. BACH

DEMOLITION

PLAN

CD101

01 01

CONSTRUCTION - ISSUED FOR PERMITS

3/14/25

1240604

SHEET KEYNOTES

1. EXISTING HEADWALL/WALL TO BE REMOVED AND REBUILT IN-PLACE

2. EXISTING TREES TO BE REMOVED (TYP.) WITH IN THE PROPOSED

DRAINAGE EASEMENT

3. EXISTING BROKEN CONC. DRIVEWAY TO BE DEMOLISHED AND

REPLACED TO THE FIRST NEXT JOINT BY CONTRACTOR. ALL

REPLACEMENT SHALL BE FULL WIDTH AND JOINT-TO -JOINT. ANY

ADDITIONAL DAMAGED PANELS ARE AT THE CONTRACTOR'S COST.

4. CONTRACTOR TO PROTECT EXISTING DRIVEWAY DURING ALL PHASES

OF CONSTRUCTION. ANY DAMAGE TO BE REPLACED TO THE FIRST

NEXT JOINT BY CONTRACTOR AT THE CONTRACTOR'S COST. ALL

REPLACEMENT SHALL BE FULL WIDTH AND JOINT-TO -JOINT.

SITE INFORMATION:

1. SITE AREA = 0.27 AC, 11,430 SF

2. DISTURBANCE AREA = 0.16 AC, 7,075 SF

3. POSTED SPEED ON MOUNTAIN CREEK RD IS 25 MPH.

4. THIS PROPERTY IS NOT LOCATED INSIDE DESIGNATED F.I.A SPECIAL

FLOOD HAZARD AREA AS PER THE FLOOD INSURANCE RATE MAP

13121C0161F, DATED 09-18-2013, FOR FULTON COUNTY.

5. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE.

6. THERE ARE KNOWN STATE WATER OR STREAMS. ALL ASSOCIATED

STREAM BUFFERS AREAS ASSOCIATED WITH THE PROPERTY ARE SHOWN

ONSITE.

7. PARKING IS NOT REQUIRED FOR THIS PROJECT

GENERAL NOTES:

1. REFER TO SHEET C-002 FOR CIVIL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR TO

START OF CONSTRUCTION.

3. REFER TO SHEET C-003 FOR SANDY SPRING NOTES.

4. CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTIONS TO THE

SITE UTILITIES.

DEMOLITION NOTES:

1. THE APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES HAVE BEEN SHOWN AS PROVIDED BY

THE SURVEY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY, LOCATE AND PROTECT ALL UTILITIES ON THE SITE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR COORDINATING DEMOLITION, RELOCATION AND NEW UTILITY SERVICE WITH THE APPROPRIATE UTILITY. CONTRACTOR SHALL HIRE THEIR OWN UTILITY LOCATOR TO IDENTIFY ALL EXISTING UTILITIES WITHIN THE PROPOSED CONSTRUCTION AREA. ALL EXISTING SANITARY SEWER CONNECTIONS TO BE IDENTIFIED AND CONNECTED

TO NEW SANITARY SEWER LINES.

2. CONTRACTOR SHALL IMMEDIATELY CONTACT OWNERS REPRESENTATIVE AND ENGINEER IF ANY

DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED.

3. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, STANDARDS OR CODES. ALL NECESSARY LICENSES OR PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS

EXPENSE UNLESS PREVIOUSLY STATED BY OWNER.

4. ALL CONSTRUCTION MUST CONFORM TO APPROPRIATE UTILITIES AND CITY STANDARDS.

5. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER

TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC.

CONTRACTOR SHALL MAINTAIN THESE TRAFFIC CONTROL AND SAFETY METHODS THROUGHOUT

CONSTRUCTION OF THIS PROJECT.

6. BEFORE STARTING WORK CONTRACTOR SHALL MAKE SUCH EXPLORATIONS AND PROBES AS NECESSARY TO ASCERTAIN ANY ACTIVE UTILITY LINES AND MAKE SURE THESE UTILITIES CAN BE BROKEN OR CHANGED

WITHOUT ANY DANGER OR DISRUPTION TO ANY NECESSARY SERVICE.

7. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL

FILLS, TREE ROOTS, OLD PIPE, ETC.

8. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS AND

INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER.

9. DEMOLITION AND SITE PLANS HAVE BEEN PREPARED TO IDENTIFY MAJOR DEMOLITION ITEMS. CONTRACTOR TO PERFORM SITE VISIT PRIOR TO PRICING TO IDENTIFY ALL DEMOLITION ITEMS AS WELL AS IDENTIFYING

ITEMS TO SALVAGE FOR OWNER.

10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES & ITEMS TO REMAIN.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION ACTIVITIES DAMAGE TO EXISTING STRUCTURE

DURING CONSTRUCTION.

12. CONTRACTOR SHALL COORDINATE WITH OWNER/OWNER REPRESENTATIVE ALL PHASES OF CONSTRUCTION

AND UTILITY CONSTRUCTION TO MAKE SURE ACCESS, HOURS OF OPERATION, AND UTILITY INTERRUPTION

DO NOT INTERFERE WITH OWNER'S NEEDS.

13. LIMITS OF DEMOLITION OF CURB AND GUTTER, CONCRETE SIDEWALKS, SHALL BE TO THE NEAREST

CONSTRUCTION JOINT. REPAIR WORK SHALL ALSO BE TO THE NEAREST JOINT.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND/OR REMOVAL OF ALL ITEMS IN THE AREA OF

NEW CONSTRUCTION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL ITEMS AND CONSTRUCTION DEBRIS IN

ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES.

16. CONTRACTOR SHALL COORDINATE A MEETING ON SITE WITH THE OWNER/OWNER REPRESENTATIVE TO

REVIEW ALL ELEMENTS OF DEMOLITION AND IDENTIFY ALL ITEMS TO BE SALVAGED.

17. CONTRACTOR SHALL REPAIR AT HIS/HER EXPENSE, DAMAGE TO ANY NEW OR EXISTING SITE FEATURES

CAUSED BY CONSTRUCTION ACTIVITIES.

18. ALL EXISTING UTILITIES LOCATED UNDER PROPOSED BUILDING FOUNDATIONS ARE TO BE RE-ROUTED

AROUND & AWAY FROM NEW BUILDING FOOTPRINT.

24 HOUR CONTACT INFORMATION:

770-730-5600

CITY OF SANDY SPRINGS

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

MOUNTAIN CREEK LLC

MOUNTAIN CREEK LLC

JUDITH SOSA BENITEZ

CHANTIMA LIKITCHAROENVANICH

MOUNTAIN CREEK LLC

ANNE K DAY

MOUNTAIN CREEK ROAD

(50' R/W

- PB 59/PG 99)

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

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LOD

LOD

LOD

LODLOD

± 32.0'

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

FI

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P

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/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE PLAN

S.SUN

S.SUN

J. BACH

J. BACH

SITE PLAN

CS101

01 01

CONSTRUCTION - ISSUED FOR PERMITS

4/8/25

1240604

SHEET KEYNOTES

1. EXISTING DRAINAGE EASEMENT.

1.1. AREA = 1,684 SF

1.2. AREA = 2,200 SF

2. PROPOSED WALL (TYP.) WITH ASHLAR STONE B FACADE -

C1/C-503, OR MATERIAL STYLE APPROVED BY THE CITY - SEE

CG-101 FOR ELEVATION OF TOP/BOTTOM OF WALL

3. EXISTING WALL TO BE RETAINED. CONTRACTOR TO PROTECT

THE EXISTING WALL FROM CONSTRUCTION ACTIVITY.

REPLACE IF NECESSARY.

4. EXISTING BROKEN CONC. DRIVEWAY TO BE DEMOLISHED AND

REPLACED BY CONTRACTOR. CONTRACTOR TO FIELD ADJUST

THE REPLACEMENT AREA, AND TO EXTEND ANY WORK TO THE

NEXT CONTRACTION JOINT. ALL REPLACEMENT SHALL BE

FULL WIDTH AND JOINT-TO -JOINT. - C1/C-501

5. PROPOSED TEMPORARY CONSTRUCTION EASEMENT AREA.

AREA = 620 SF

6. EXISTING TREES TO BE SAVED

7. CONTRACTOR TO PROTECT THE EXISTING SEWER PIPE - SEE

CG-201 AND CG-202 FOR PIPE PROFILE.

8. PROPOSED HANDRAIL FOR FALL PROTECTION - C2/C-503

9. CONTRACTOR TO PROTECT EXISTING DRIVEWAY DURING ALL

PHASES OF CONSTRUCTION. ANY DAMAGE TO BE REPLACED

TO THE FIRST NEXT JOINT BY CONTRACTOR AT THE

CONTRACTOR'S COST. ALL REPLACEMENT SHALL BE FULL

WIDTH AND JOINT-TO -JOINT.

10. CONTRACTOR TO PROTECT THE EXISTING CURB AND

PAVEMENT FROM ALL PHASE OF CONSTRUCTION ACTIVITY.

ANY DAMAGE MUST BE REPAIRED TO THE ORIGINAL

UNDAMAGED CONDITION AT CONTRACTOR'S COST, PRIOR TO

SUBSTANTIAL COMPLETION.

11. LIMITS OF DISTURBANCE. IT IS SHOWN OFFSET FROM

EXISTING EASEMENT FOR VISIBILITY PURPOSES ONLY.

ACTUAL LOCATION MUST BE COINCIDED WITH BOUNDARY OF

EXISTING EASEMENT

1.1

1.2

SITE INFORMATION:

1. SITE AREA = 0.27 AC, 11,430 SF

2. DISTURBANCE AREA = 0.16 AC, 7,075 SF

3. POSTED SPEED ON MOUNTAIN CREEK RD IS 25 MPH.

5. THIS PROPERTY IS NOT LOCATED INSIDE DESIGNATED F.I.A SPECIAL

FLOOD HAZARD AREA AS PER THE FLOOD INSURANCE RATE MAP

13121C0161F, DATED 09-18-2013, FOR FULTON COUNTY.

6. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE.

7. THERE ARE KNOWN STATE WATER OR STREAMS. ALL ASSOCIATED

STREAM BUFFERS AREAS ASSOCIATED WITH THE PROPERTY ARE SHOWN

ONSITE.

8. PARKING IS NOT REQUIRED FOR THIS PROJECT

GENERAL NOTES:

1. REFER TO SHEET C-002 FOR CIVIL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR TO

START OF CONSTRUCTION.

3. REFER TO SHEET C-003 FOR SANDY SPRING NOTES.

4. CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTIONS TO THE

SITE UTILITIES.

5. ANY WORK PERFORMED OUTSIDE OF THE R/W AND/OR EXISTING

EASEMENT AS SHOWN REQUIRES WRITTEN PERMISSION FROM BOTH THE

CITY AND THE PROPERTY OWNER.

6. LOD SHOWN OFFSET FOR VISIBILITY. CONTRACTOR TO STAKE EASEMENT

PRIOR TO BEGINNING OF CONSTRUCTION

24 HOUR CONTACT INFORMATION:

770-730-5600

CITY OF SANDY SPRINGS

EX. R/W

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

MOUNTAIN CREEK LLC

MOUNTAIN CREEK LLC

JUDITH SOSA BENITEZ

CHANTIMA LIKITCHAROENVANICH

MOUNTAIN CREEK LLC

ANNE K DAY

MOUNTAIN CREEK ROAD

(50' R/W

- PB 59/PG 99)

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

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LOD

LOD

LOD

LODLOD

E2

E 2-

E1

E1

F3

F1

F 3-

F2

200+00 200+98

0+00

0+69

D F2

F 2-

F1

200+04

200+18 200+28

200+45

200+04

200+91

0+08

0+32 0+40

0+45

0+62

BOW:918.5

TOW:924.7

BOW:918.7

TOW:921.7

BOW:921.0

TOW:921.5

BOW:918.5

TOW:927.3

BOW:919.0

TOW:919.4

BOW:920.0

TOW:927.6

BOW:922.8

TOW:924.1

BOW:926.0

TOW:926.4

BOW:920.0

TOW:927.4

BOW:922.5

TOW:926.0

ELEVATIO

N

EL

EV

AT

IO

N

STATION

PROPOSED HEADWALL PROFILE 1 PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

0+00 0+50 0+69

STA:0+07.61

ELEV:922.75

STA:0+31.93

ELEV:920.00

STA:0+39.73

ELEV:920.00

STA:0+44.64

ELEV:920.00

STA:0+62.35

ELEV:922.54

STA:0+07.61

ELEV:924.96

STA:0+31.93

ELEV:927.52

STA:0+39.73

ELEV:927.49

STA:0+44.64

ELEV:927.45

STA:0+62.35

ELEV:926.52

ELEVATIO

N

EL

EV

AT

IO

N

STATION

PROPOSED HEADWALL PROFILE 2 PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

200+00 200+50 200+98

STA:200+04.44

ELEV:918.99

STA:200+17.91

ELEV:918.72

STA:200+44.57

ELEV:918.52

STA:200+90.87

ELEV:919.25

STA:200+04.44

ELEV:921.14

STA:200+17.91

ELEV:922.83

STA:200+27.68

ELEV:924.90 STA:200+44.57

ELEV:927.07

STA:200+90.87

ELEV:920.55

STA:200+27.68

ELEV:918.54

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

FI

LE

P

AT

H : X

:\F Y2

4\

4\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\0 3.

SH

EE

T

SE

T\

. G R

AD

IN

G \C

-G R

AD

IN

G P

LO

TT

ED

B

Y:

S

U N

, S

TE

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N

D

AT

E:

/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

SCALE: 1" = 20' 0 20' 40' 60'10'A2 GRADING & DRAINAGE PLAN

S.SUN

S.SUN

J. BACH

J. BACH

GRADING AND

DRAINAGE

PLAN

CG101

01 01

CONSTRUCTION PLAN - ISSUED FOR PERMITS

4/8/25

1240604

SITE INFORMATION:

1. SITE AREA = 0.27 AC, 11,430 SF

2. DISTURBANCE AREA = 0.16 AC, 7,075 SF

3. POSTED SPEED ON MOUNTAIN CREEK RD IS 25 MPH.

5. THIS PROPERTY IS NOT LOCATED INSIDE DESIGNATED F.I.A SPECIAL FLOOD

HAZARD AREA AS PER THE FLOOD INSURANCE RATE MAP 13121C0161F, DATED

09-18-2013, FOR FULTON COUNTY.

6. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE.

7. THERE ARE KNOWN STATE WATER OR STREAMS. ALL ASSOCIATED STREAM

BUFFERS AREAS ASSOCIATED WITH THE PROPERTY ARE SHOWN ONSITE.

8. PARKING IS NOT REQUIRED FOR THIS PROJECT

GENERAL NOTES:

1. REFER TO SHEET C-002 FOR CIVIL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR TO START OF

CONSTRUCTION.

3. REFER TO SHEET C-003 FOR SANDY SPRING NOTES.

4. CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTIONS TO THE SITE

UTILITIES.

SHEET KEYNOTES

1. PROPOSED GABION BASKET SUBSTITUTED FOR RIP-RAP. - A1/C-502

2. PROPOSED WALL (TYP.) WITH ASHLAR STONE B FACADE - C1/C-503,

OR MATERIAL STYLE APPROVED BY THE CITY

3. PROPOSED LIMITS OF DISTURBANCE

4. EXISTING CULVERT PIPES TO BE REPAIRED AND CCCP LINED. REFER

TO SPECIFICATION FOR DETAILS.

5. EXISTING JUNCTION BOX TO BE RETAINED. CONTRACTOR TO ADJUST

THE TOP OF RIM TO THE REPLACED FINISHED GRADE.

6. EXISTING STONE WALL TO BE PROTECTED BY CONTRACTOR.

7. CONTRACTOR TO PROTECT THE EXISTING DRIVEWAY FROM THE

CONSTRUCTION ACTIVITY. REFER TO CS101

8. CONTRACTOR TO PROTECT THE EXISTING CURB AND PAVEMENT

FROM THE CONSTRUCTION ACTIVITY. REFER TO CS101

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

4 5

100-YR HEADWALL

ELEVATION: 926.92

REFER TO "PROPOSED

HEADWALL 2 PROFILE"

FOR WALL PROFILE

FG @ BOTTOM

OF WALL

EG (FG) @ TOP OF WALL

EG (FG) @ TOP OF WALL

FG @

BOTTOM

OF WALL

REFER TO "PROPOSED

HEADWALL 1 PROFILE"

FOR WALL PROFILE

24 HOUR CONTACT INFORMATION:

770-730-5600

CITY OF SANDY SPRINGS

WALL BEND (TYP.)

WALL INTERNAL

BEND (TYP.)

REFER TO S-101 AND S-301 FOR

DETAILED WALL DESIGN

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

ELEVATIO

N

EL

EV

AT

IO

N

STATION

72'' CULVERT E PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

0+00 0+50 0+99

72" CMP ~85' @ 1.78%

72" CMP ~4' @ 1.78%

EX

. H

EA

D

W

AL

L E2

TO

P:

.6 1'

IE

O

U T

0.

EX.CLAY

" H

W E

TO

P:

.0

1'

IE

IN

.5 0'

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

FI

LE

P

AT

H : X

:\F Y2

4\

4\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\0 3.

SH

EE

T

SE

T\

. G R

AD

IN

G \C

-G R

AD

IN

G P

LO

TT

ED

B

Y:

S

U N

, S

TE

VE

N

D

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E:

/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

SCALE: 1" = 20' 0 20' 40' 60'10'A1 STORM PROFILE AND ANALYSIS FOR EX. 72" CULVERT

S.SUN

S.SUN

J. BACH

J. BACH

PIPE PROFILE

AND ANALYSIS

PLAN

CG201

01 01

CONSTRUCTION PLAN - ISSUED FOR PERMITS

4/8/25

1240604

25-YR CULVERT SCHEMATIC

100-YR CULVERT SCHEMATIC Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

CONTRACTOR TO

PROTECT THE EXITING

CLAY SEWER PIPE

EG

100YR HGL

25YR HGL

EXISTING CULVERT TO BE

REPAIRED AND CCCP LINED

SEE SPECIFICATION FOR

DETAILS

24 HOUR CONTACT INFORMATION:

770-730-5600

CITY OF SANDY SPRINGS

4-08-2025

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/08/2025

5760 MOUNTAIN CREEK RD

ELEVATIO

N

EL

EV

AT

IO

N

STATION

60'' CULVERT F PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

0+00 0+50 1+00 1+20

60" CMP ~21' @ 2.69%

EX

. H

EA

D

W

AL

L F1

TO

P:

.8 1'

IE

IN

.3

0' (F

2)

EX

. H

EA

D

W

AL

L F3

TO

P:

.7 1'

IE

O

U T

1.

F2

EX.CLAY

60" CMP ~87' @ 2.69%

EX

. J

U N

C

TI

O N

B O

X F2

TO

P:

.8 4'

IE

IN

.6

3' (F

3)

IE

O U

T

0.

F1

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

SHEET OF

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

MOUNTAIN

CREEK RD

MAINTENANCE

PROJECT

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.

FI

LE

P

AT

H : X

:\F Y2

4\

4\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\0 3.

SH

EE

T

SE

T\

. G R

AD

IN

G \C

-G R

AD

IN

G P

LO

TT

ED

B

Y:

S

U N

, S

TE

VE

N

D

AT

E:

/8 /2

5760, 5775 MOUNTAIN CREEK RD

SANDY SPRINGS, GA, 30328

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA, 30326

SCALE: 1" = 20' 0 20' 40' 60'10'A1 STORM PROFILE AND ANALYSIS FOR EX. 60" CULVERT

S.SUN

S.SUN

J. BACH

J. BACH

PIPE PROFILES

AND ANALYSIS

PLAN

CG202

01 01

CONSTRUCTION PLAN - ISSUED FOR PERMITS

4/8/25

1240604

25-YR CULVERT SCHEMATIC

100-YR CULVERT SCHEMATIC Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

CONTRACTOR TO

PROTECT THE EXITING

CLAY SEWER PIPE

EG

100YR HGL

25YR…