12-100% Design Drawings for Bethelview Trailhead.pdf

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Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA, PE

047786

5120 BETHELVIEW RD

CITY OF CUMMING, GEORGIA, 30040

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

PROJECT

LOCATION

100% SET SUBMITTAL

5/03/2024

BETHELVIEW ROAD

TRAILHEAD

LAND LOT 238, 2ND DISTRICT, 1ST SECTION

100% SET SUBMITTAL

LOCATION SKETCH

SCALE 1"=150'

INDEX OF DRAWINGS

C-0.0 COVER

C-1.0 GENERAL NOTES

C-2.0 SITE PLAN

C-3.0 PAVING PLAN

C-3.1 SIGNING AND PAVEMENT

MARKING PLAN

C-4.0 GRADING PLAN

C-5.0 DRAINAGE PLAN

C-6.0 GENERAL DETAILS

C-6.1 GENERAL DETAILS

C-6.2 GENERAL DETAILS

C-6.3 GENERAL DETAILS

C-7.0 SWPPP NOTES

C-7.1 SWPP PLAN

C-7.2 SWPPP DETAILS

SHEET TITLE

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786VI

CTOR H. HERRERA

GENERAL SITE NOTES:

1. EXISTING TOPOGRAPHIC AND CADASTRAL INFORMATION SHOWN ON THESE DRAWINGS ARE BASED ON THE BOUNDARY SURVEY PREPARED BY GEOSURVEY, LAST REVISED ON OCTOBER 05, 2023.

2. HORIZONTAL CONTROL: COORDINATES ARE BASED ON GRID NORTH GEORGIA WEST ZONE PROJECTION. COORDINATES ON VAULTS AND PIPES DEPICT CENTER

POINT.

3. VERTICAL CONTROL: ELEVATIONS ARE BASED ON N. A. V. D. 1988. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES.

4. THIS PROPERTY DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN AS SHOWN BY FEMA. THE FLOOD DATA IMPLEMENTED ON THE DRAWINGS IS THE 25 YEAR

STORM FLOOD ELEVATIONS OBTAINED FROM ICPR MODELING.

5. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION SITE ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D 88) UNLESS

OTHERWISE NOTED.

6. THESE PLANS REPRESENT THE OVERALL SITE WORK IMPROVEMENTS REQUIRED FOR PROJECT CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, INSTALL, TEST AND COMPLETE ALL WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION; AS SUCH, THESE PLANS DO NOT COMPLETELY REPRESENT, NOR ARE THEY INTENDED TO REPRESENT, ALL SPECIFIC INSTRUCTIONS REQUIRED FOR SITE WORK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT ALL IMPROVEMENTS DEPICTED ON THESE PLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS AND LAWS IN EFFECT AT THE TIME OF

CONSTRUCTION.

7. THE CONTRACTOR SHALL ACCEPT THE SITE AS IS. THE CONTRACTOR SHALL ASSESS CONDITIONS, AND THE KIND, QUALITY AND QUANTITY OF WORK REQUIRED.

THE OWNER MAKES NO GUARANTEE IN REGARD TO THE ACCURACY OF ANY AVAILABLE INFORMATION WHICH WAS OBTAINED DURING INVESTIGATIONS. THE CONTRACTOR SHALL MAKE A THOROUGH SITE INSPECTION IN ORDER TO FIELD CHECK EXISTING SITE CONDITIONS, CORRELATE CONDITIONS WITH THE DRAWINGS AND RESOLVE ANY POSSIBLE CONSTRUCTION CONFLICTS WITH THE OWNER AND ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL MAKE ADDITIONAL TOPOGRAPHIC SURVEYS HE DEEMS NECESSARY, PROVIDED THEY ARE COORDINATED WITH THE OWNER. ANY CONDITIONS DETERMINED BY THE CONTRACTOR THAT DIFFER FROM THE INFORMATION SHOWN ON THE DRAWINGS THAT ARE NOT BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO THE START OF WORK SHALL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT OR CHANGES TO THE

CONTRACT DURATION, OR ANY OTHER CLAIMS AGAINST THE OWNER OR OWNER'S ENGINEER.

8. THE CONTRACTOR SHALL, WHEN THEY DEEM NECESSARY, PROVIDE WRITTEN REQUESTS FOR INFORMATION (RFIS) TO THE OWNER AND ENGINEER PRIOR TO THE CONSTRUCTION OF ANY SPECIFIC SITE WORK ITEM. THE (RFIS) SHALL BE IN A FORM ACCEPTABLE TO OWNER AND ENGINEER AND SHALL ALLOW FOR A MINIMUM OF TWO WORK DAYS OR ADDITIONAL REASONABLE TIME FOR A WRITTEN REPLY. RFIS SHALL BE NUMBERED CONSECUTIVELY BY DATE SUBMITTED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLY THAN INTENDED OR DEPICTED ON THE PLANS.

9. INFORMATION RELATED TO ELEVATIONS AND PROPOSED UTILITIES (SUCH AS ROADWAY GRADES, INVERT ELEVATIONS, RIM ELEVATIONS, GRATE ELEVATIONS, BUILDING FINISHED FLOOR ELEVATIONS, ETC.) MAY BE FOUND IN MORE THAN ONE LOCATION IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUFFICIENTLY REVIEW ALL PLANS, PROFILES AND ANY OTHER INFORMATION IN THE CONTRACT DOCUMENTS FOR CONSISTENCY PRIOR TO CONSTRUCTION. ANY INCONSISTENCIES OR DISCREPANCIES THAT ARE FOUND BY THE CONTRACTOR OR HIS ASSIGNEE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

OWNER AND ENGINEER IN WRITING, IN THE FORMAT OF AN RFI PRIOR TO CONSTRUCTION.

10.THERE ARE ADDITIONAL NOTES, SPECIFICATIONS AND REQUIREMENTS CONTAINED THROUGHOUT THE PLAN SET AS WELL AS REFERENCES TO SPECIFICATIONS FROM APPLICABLE GOVERNING AUTHORITIES AND INDUSTRY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, REVIEW AND ADHERE TO ALL

THESE DOCUMENTS.

11.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL DRAINAGE AND UTILITY STRUCTURES AND MANUFACTURED PRODUCTS TO THE ENGINEER OF RECORD

FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH CONSTRUCTION.

12.CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL WORK ZONE TRAFFIC SAFETY AND CONTROL. ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED ON STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS IN THE LATEST EDITION OF THE GA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD). ALL TRAFFIC/SAFETY DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE POSITIONED AT ALL TIMES THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION. THE CONTRACTOR SHALL CAREFULLY MONITOR SITE CONDITIONS SUCH AS LIGHT, WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/ SAFETY CONTROL MEASURES ARE OPERATING

EFFECTIVELY.

13.THE CONTRACTOR IS REQUIRED TO KEEP DETAILED RECORDS OF THE CONSTRUCTION COMPLETED. SPECIFICALLY, ALL UNDERGROUND STRUCTURES, DRAINAGE, GAS, ELECTRIC, COMMUNICATIONS PIPING, CONDUIT OR APPURTENANCES AND ACCESSORIES AND ALL ABOVE GROUND FEATURES INCLUDING, BUT NOT LIMITED TO, FIRE HYDRANTS, WATER VALVES, DRAINAGE CLEANOUTS, LIGHT POLES AND SIGNS SHALL BE RECORDED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE THAT THE WORK IS PERFORMED. ELEVATIONS OF TOP OF WATER PIPING SHALL BE RECORDED AT ALL BENDS, TEES, AND AT ALL STORM DRAINAGE CROSSINGS. SANITARY SEWER TOP OR BOTTOM OF PIPE ELEVATIONS SHALL BE RECORDED AT ALL CROSSINGS WITH WATER AND STORM DRAINAGE PIPING. FINISHED GRADE ELEVATIONS AT ALL WATER VALVES, FIRE HYDRANTS, SANITARY MANHOLES, DRAINAGE STRUCTURES AND CLEANOUT LOCATIONS WILL BE RECORDED. CURB AND PAVEMENT FINISHED GRADE ELEVATIONS AT ALL HIGH AN LOW POINTS, ALONG SWALES, CENTERLINES OF ROADS OR DRIVE AISLES. AND IN PARKING AREAS, SHALL BE RECORDED. AS-BUILT SURVEYS OF THESE ITEMS SHALL BE PROVIDED TO THE ENGINEER OF RECORD WITHIN 30 DAYS OF CONSTRUCTION COMPLETION AND PRIOR TO FINAL PAYMENT BY THE OWNER. THE ENGINEER OF RECORD RESERVES THE RIGHT TO REVIEW THE AS-BUILT SURVEYS AND REQUIRE THE COMPLETED WORK CORRECTED, WHERE DEFICIENCIES WITH RESPECT TO THE CONSTRUCTION DRAWINGS AND THE

LOCAL, COUNTY AND STATE STANDARDS ARE NOT ADHERED TO BY THE CONTRACTORS WORK.

14.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT ALL CONSTRUCTION STAKEOUT FOR THIS PROJECT MUST BE COMPLETED FROM THE SITE-SPECIFIC SURVEY CONTROL (HORIZONTAL AND VERTICAL) UPON WHICH THE DESIGN IS BASED. THE CONTRACTOR SHOULD NOT RELY ON OR RE-ESTABLISH SURVEY CONTROL BY GPS OR OTHER METHODS FOR USE IN CONSTRUCTION STAKEOUT OR ANY OTHER PURPOSE FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING HORIZONTAL OR VERTICAL DATA SHOWN ON THESE DRAWINGS AND THAT ENCOUNTERED IN THE FIELD MUST BE REPORTED TO THE DESIGN TEAM PRIOR TO

CONSTRUCTION FOR RESOLUTION.

15. NO DEVIATIONS FROM APPROVED DRAWINGS ARE ALLOWED WITHOUT APPROVAL FROM FORSYTH COUNTY DEPARTMENT OF WATER AND SEWER.

16. APPROVAL OF THESE PLANS BY FORSYTH COUNTY IS SUBJECT TO, AND CONTINGENT UPON THE APPLICANT OBTAINING ANY AND ALL NECESSARY APPROVALS FROM ANY AND ALL APPLICABLE AGENCIES INCLUDING, BUT NOT LIMITED TO UNITED STATES ARMY CORPS OF ENGINEERS, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, THE USDA-NRCS, GEORGIA DEPARTMENT OF NATURAL RESOURCES, GEORGIA ENVIRONMENTAL PROTECTION DIVISION, AND THE

GEORGIA SOIL AND WATER CONSERVATION COMMISSION.

I. APPLICABLE CODES:

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR

OPERATIONS, AND AS DIRECTED BY ENGINEER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF OSHA, LOCAL, OR STATE REGULATIONS, WHICHEVER IS MORE STRINGENT, PERTAINING TO EXCAVATION AND TRENCHING.

3. ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION, LOCATED HERE UNDER THE WATER AND SEWER STANDARDS & SPECIFICATIONS: HTTPS://WWW.FORSYTHCO.COM/DEPARTMENTS-OFFICES/ENGINEERING/CONSTRUCTION

4. ALL UNDISTURBED BUFFERS SHALL BE IDENTIFIED WITH ORANGE, FOUR-FOOT TREE-SAVE FENCING PRIOR TO ANY LAND DISTURBANCE (UDC SEC. 18-10.1).

5. THE MIGRATORY BIRD TREATY ACT PROHIBITS ACTIVITIES THAT ADVERSELY IMPACT MIGRATORY BIRDS, NESTS, AND EGGS. A QUALIFIED BIOLOGIST MUST SURVEY THE PROJECT AREA FOR THE PRESENCE OF MIGRATORY BIRDS AND NESTS WITHIN 5 DAYS OF ANY VEGETATION CLEARING OR GROUND DISTURBANCE THAT OCCUR BETWEEN MARCH AND AUGUST. DOCUMENTATION OF COMPLIANCE WITH THE MIGRATORY BIRD TREATY ACT MUST BE SUBMITTED TO THE PROJECT ENGINEER NO EARLIER THAN 5 DAYS PRIOR TO VEGETATION CLEARING OR GROUND DISTURBANCE.

II. PRECONSTRUCTION RESPONSIBILITIES:

1. THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BIDS WILL BE

BASED.

2. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER AND THE ENGINEER OF RECORD.

3. CALL BEFORE YOU DIG. THE CONTRACTOR SHALL CALL THE UTILITIES PROTECTION CENTER "CALL BEFORE YOU DIG," TELEPHONE NUMBER 1-800-282-7411, BEFORE INITIATING EXCAVATION ACTIVITIES. YOU MAY ALSO APPLY ONLINE AT MY.GA811.COM BEFORE DIGGING. CONTRACTORS SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL COORDINATE

WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSED NEW WORK.

4. THE CONTRACTORS SHALL COORDINATE WITH UTILITIES TO ARRANGE FOR RELOCATION AND TEMPORARY SUPPORT OF UTILITY FEATURES, ITC. AS NECESSARY

TO COMPLETE THE WORK, IF APPLICABLE.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT.

6. THE CONTRACTOR SHALL SECURE ALL UTILITY EASEMENTS (IF REQUIRED) TO BE SECURED PRIOR TO CONSTRUCTION.

7. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AS SHOWN ON THE DRAWINGS WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE AT THE TIME PLANS WERE PREPARED BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC., WITHIN THE PROJECT AREA WHICH WERE INSTALLED AND CONSTRUCTED AFTER THE PREPARATION OF THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FACILITIES SHOWN OR FOR ANY FACILITIES NOT SHOWN. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING FACILITIES, STRUCTURES AND OTHER FEATURES (WHETHER SHOWN ON THE

PLANS OR NOT) AFFECTING THE WORK.

8. IF, UPON EXCAVATION, EXISTING CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE PROBLEM.

9. ALL ROAD CROSSINGS ARE OPEN CUT UNLESS OTHERWISE NOTED ON THE DRAWINGS.

III. INSPECTION AND TESTING:

1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AS WELL AS FORSYTH COUNTY INSPECTOR 24 HOURS BEFORE THE BEGINNING PHASE OF

CONSTRUCTION. (770) 781-2165.

2. THE CONTRACTOR SHALL GIVE THE ENGINEER OF RECORD AT LEAST 48 HOURS ADVANCE NOTICE OF, AND THE ENGINEER OF RECORD MUST BE PRESENT TO

WITNESS, THE FOLLOWING:

A. FINAL INSPECTION OF THE PAVING, GRADING AND DRAINAGE.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL APPLICABLE REGULATORY AGENCIES FOR INSPECTION REQUIREMENTS.

IV. SHOP DRAWINGS:

1. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD FOR THE FOLLOWING ITEMS: WATER MAIN FITTINGS, VALVES, PIPES, CATCH BASIN, STORM MANHOLES AND ALL OTHER DRAINAGE STRUCTURES, DRAINAGE PIPE, BALLAST ROCK, EXFILTRATION TRENCH FILTER FABRIC, AND TRAFFIC PAINT. IN ADDITION, SOME CITIES, COUNTIES, STATE AND/OR NATIONAL REGULATORY AGENCIES REQUIRE THEIR OWN INDIVIDUAL REVIEW AND APPROVAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY SHOP DRAWING

APPROVALS IF REQUIRED.

V. TEMPORARY FACILITIES:

1. TEMPORARY FACILITIES:

A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES, AND ELECTRICITY, DURING CONSTRUCTION.

B. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT ALL TIMES, IF APPLICABLE.

C. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF

CONSTRUCTION, IF APPLICABLE.

2. TRAFFIC REGULATION:

A. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS, DRIVING SURFACES, OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO

ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC.

VI. PROJECT CLOSE-OUT:

1. CLEANING UP:

A. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE CLEANED UP AFTER EACH DAY, AND UPON FINAL CLEAN-UP, THE PROJECT

SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN.

B. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT

AND/OR EMPLOYEES TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS.

C. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, SIGNS AND ANY OTHER

IMPROVEMENTS REMOVED DURING CONSTRUCTION WITH THE SAME TYPE OF MATERIAL AND TO THE CONDITION WHICH EXISTED PRIOR TO THE BEGINNING

OF OPERATIONS.

D. WHERE MATERIAL OR DEBRIS HAVE WASHED OR FLOWED INTO, OR HAVE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF GEORGIA.

3. PROJECT RECORD DOCUMENTS:

A. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH

AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS. UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND LIMEROCK BASE

CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT)

B. THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD "AS-BUILT" PLANS FOR THESE IMPROVEMENTS, SHOWING THE LOCATIONS AND PERTINENT GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWN AND EDGES OF PAVEMENT AT 25 FEET INTERVALS.

C. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS.

VII. EARTHWORK AND COMPACTION:

1. EARTHWORK AND GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE INFILTRATION EVALUATION AND RECOMMENDATIONS REPORT PREPARED BY

NOVA ENGINEERING & ENVIRONMENTAL, LLC.

2. IF UNSTABLE MATERIAL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER OF RECORD BEFORE PROCEEDING WITH

THE EARTHWORK AND COMPACTION WORK.

VIII. STORM DRAINAGE:

1. GENERAL:

A. CATCH BASIN GRATES AND RIM ELEVATIONS AS SHOWN ON PLANS SHALL BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES.

B. DISTANCES AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES.

2. ALL EXFILTRATION TRENCHES SHALL BE INSTALLED AT THE WIDTH DEPTH AND ELEVATION SHOWN ON THE APPROVED CROSS SECTION DEPICTED ON THE PLANS.

ANY CONFLICT WITH EXISTING OR PROPOSED UTILITIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ANY IMPERMEABLE MATERIAL ENCOUNTERED IN THE EXCAVATION FOR THE EXFILTRATION TRENCH SHALL BE REMOVED AS DIRECTED BY THE ENGINEER.

3. ALL DRAINAGE CATCH BASINS AND STRUCTURES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY U.S. PRECAST CORPORATION OR APPROVED EQUAL.

4. THE TRENCH FILTER FABRIC SHALL BE USED TO WRAP ALL SIDES AND TOP OF THE EXFILTRATION TRENCH. THE TOP SECTION OF THE MATERIAL SHALL BE LAPPED A MINIMUM OF 12 INCHES AND THE CONTRACTOR SHALL TAKE EXTREME CARE IN BACKFILLNG TO AVOID BUNCHING OF THE FABRIC.

5. PERFORATED PIPE SHALL TERMINATE 4' -0" FROM THE DRAINAGE STRUCTURE. THE REMAINING 4' -0” SHALL BE NON-PERFORATED PIPE.

6. PROVIDE A MINIMUM PROTECTIVE COVER OF 24 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES

DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL PROTECT EXISTING AND COMPLETED DRAINAGE STRUCTURES AND EXFILTRATION SYSTEM FROM CONTAMINATION OF SILT AND CONSTRUCTION DEBRIS. PLACE PLYWOOD ON OR FILTER FABRIC BETWEEN THE FRAME AND INLET GRATE UNTIL CONSTRUCTION OPERATIONS ARE FINISHED.

(SEE STORMWATER POLLUTION PREVENTION PLAN)

8. MAXIMUM CUT SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. CONTINUOUS FILL SLOPES TEN (10) FEET IN HEIGHT OR LESS MAY BE 2 HORIZONTAL TO 1 VERTICAL. ALL CONTINUOUS FILL SLOPES THAT EXCEED TEN (10) FEET IN HEIGHT MUST BE 3 HORIZONTAL TO 1 VERTICAL UNLESS:

A. A MECHANICALLY ENGINEERED STABILIZED SLOPE IS APPROVED BY THE FORSYTH COUNTY DIRECTOR OF ENGINEERING; OR B. THE DESIGNED AND CONSTRUCTED SLOPES ARE CERTIFIED BY A REGISTERED ENGINEER EXPERIENCES IN GEOTECHNICAL ENGINEERING AND LICENSED IN

THE STATE OF GEORGIA.

IX. PAVING:

1. GENERAL:

A. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE.

B. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE.

C. ALL ROAD CROSSINGS ARE OPEN CUT UNLESS OTHERWISE NOTED ON THE DRAWINGS.

D. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT.

E. ALL PAVED DRIVEWAY/ROAD REPLACEMENTS TO FOLLOW FORSYTH COUNTY DETAIL 35.0.

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Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

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No.047786V

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O F

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IN

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, G E

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, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

EXIST. STOP BAR

TO REMAIN24.00'

9.00'

18.00'

.5

0'

R/W

P/L

R/W

15.00'

15.00'

R5.00'

R5.00'

R5.00'

R5.00'

R5.0 0'

R5.00'

R5.00' R2.00'

R 5.

R2.50'

R2.50' R

1.

R4.98'

PROP. ADA

PARKING STALL (TYP.)

20.00'

12.10'

EXIST. BUILDINGTO REMAIN

EXIST. BUILDING

TO REMAIN

R 5.

'R1.0

0'

R1.50'

EXIST. ASPHALT

TO BE REMOVED

65.00'

R 40.00'

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

PROP. SWALE

(ENHANCED DRY SWALE

W/ UNDER DRAIN)

PROP. 4" BOLLARDS

5.00'

EXIST. FITNESS

EQUIPMENT TO BE RELOCATED

TO PROP. FIT TRAIL AREA

.0

0'

8.15'

PROP. SWALE

(GRASS CHANEL

W/ HYDROLOGIC SOIL

20.00'

PROP. ADA ACCESSIBLE

RAMP (4' MIN WIDTH)

PROP. 5'X5' ADA

RAMP LANDING

PROP. FIT TRAIL AREA

PROP. CONC.SLAB

PROP. TRENCH DRAIN

EXIST. CONCRETE

TO BE REMOVED

PROP. ASPHALT

PARKING LOT

PROP. CONCRETE

WHEELSTOP (TYP.)

EXIST. CONCRETE

TO REMAIN

PROP. RAILING TO

ADA ACCESSIBLE

RAMP (TYP.)

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

APPROXIMATE

EDGE OF WATER

Revisions

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Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

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J.M.

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1023020.01

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LV

IE

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O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

S

IT

E P

LA

N

C-2.0

N

Feet

20 40

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

R/W

P/L

PROP. CONC. SLAB

W/ THICKENED EDGE

PROP. FIT TRAIL

AREA

PROP. ASPHALT

PARKING LOT AREA

PROP. CONC. RAMP

(4' MIN WIDTH)

Revisions

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PL

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

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LV

IE

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A

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H E

A D

LA

N

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B E

TH

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LV

IE

W R

D C

IT

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O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

N

Feet

20 40

P A

V

IN

G P

LA

C-3.0

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

R/W

P/L

R/W

P/L

R/W

APPROXIMATE

EDGE OF WATER

R/W

P/L

R/W

EXIST. STOP BAR

TO REMAIN

PROP. ADA

PARKING STALL (TYP.)

PROP. 50 LF OF

6" YELLOW LINE

PROP. 18 LF OF 6"

WHITE LINE (TYP.)

PROP. 6" WHITE

CHEVRONS (TYP.)

PROP. TYPE 2

TURN ARROW (TYP.)

EXIST. ADA PARKING SIGNS

TO BE RELOCATED IN FRONT

OF PROP. ADA PARKING STALLS

PROP. RELOCATED ADA

PARKING SIGN

PROP. RELOCATED ADA

PARKING SIGN

PROP. TRAILHEAD SIGN

PROP. STOP

SIGN R1-1 (TYP.)

PROP. 24" STOP

BAR (TYP.)

EXIST. STOP SIGN

TO REMAIN

PROP. WRONG WAY

SIGN R5-1A (TYP.)

PROP. WRONG WAY

SIGN R5-1A (TYP.)

PROP. STOP

SIGN (R1-1)

W/ NO LEFT TURN

SIGN (R3-2)

PROP. STOP

SIGN (R1-1)

W/ NO RIGHT TURN

SIGN (R3-1)

PROP. WRONG WAY

SIGN R5-1A (TYP.)

PROP. WRONG WAY

SIGN R5-1A (TYP.)

EXIST. DO NO PARK

SIGNS TO BE REMOVED

Revisions

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

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LV

IE

W

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A

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H E

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LA

N

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B E

TH

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LV

IE

W R

D C

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O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V I

CTOR H. HERRERA

S

IG

N

IN

G A

N D

P A

V E

M E

N T

M A

R K

IN

G

P

LA

N

C-3.1

N

Feet

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

1050.70 M.E.G.

1050.34 M.E.G.

1072.67 M.E.G.

1048.96 1056.03

1071.90 M.E.G.

1048.71 M.E.G.

1072.81 M.E.G.

1050.97 M.E.G.

1050.72 M.E.G.

1054.69

1057.55

1060.99 1063.26 1065.24

1066.09

1066.97

1066.63

1055.02 1054.18

1051.13

1050.001049.11

1051.32

1052.49

1052.84

1059.31

1061.25

1059.97

1058.59

1057.09

1055.51

1054.21

1071.06 1071.24

1071.75

1073.06 1073.06

1072.06

1073.06

1056.46

1055.24

1054.05

1052.53

1051.37

1052.09

1053.00

1053.90

1055.83

1057.12

1058.51

1050.87 M.E.G.

1063.70

1063.61

1062.32

1065.06 1063.00

1059.82

1057.14

1061.26

1062.67

1059.44

1057.92

1056.45

1055.33

1051.03

1063.97

1061.17

1058.31 1057.89

1059.81

1055.05

1050.01

1048.62

1050.01

1048.01

1047.05

1048.87 1047.25

1049.03

1051.03

1051.03

1072.86 M.E.G.

1060.90

1058.19

M.E.G.

M.E.G.

M.E.G.

1072.75 M.E.G.

R/W

P/L

R/W

B

A

A

B

C

C

D

E

D

E

1061.04

1066.04

1062.37 M.E.G.

1059.99

1048.87 1049.71

1063.90 M.E.G.

Revisions

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

03/25/2024

D.G.

J.R.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 2308635

AS SHOWN

B E

T H

E

LV

IE

W

R O

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T R

A

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H E

A D

LA

N

D L

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8, N

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T, S

T S

E C

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B E

TH

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LV

IE

W R

D C

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Y

O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

N

Feet

20 40

G R

A D

IN

G

P

LA

C-4.0

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

R/W

P/L

R/W

EXIST. BUILDINGTO REMAIN

EXIST. BUILDING

TO REMAIN

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

PROP. SWALE

(ENHANCED DRY SWALE

W/ UNDER DRAIN)

PROP. SWALE

(GRASS CHANEL

W/ HYDROLOGIC SOIL

PROP. CONC.SLAB

PROP. ASPHALT

PARKING LOT

PROP. SWALE

(BIORETENTION BASIN

W/ UNDER DRAIN)

APPROXIMATE

EDGE OF WATER

PROP. 12 LF

OF 18" PVC PIPE

PROP. 115 LF

OF 8" PVC

PERFORATED PIPE

PROP. 21 LF

OF 24" PVC PIPE

PROP. 36 LF

OF 18" PVC PIPE

PROP. 140 LF

OF 8" PVC

PERFORATED PIPE

PROP. 34 LF

OF 18" PVC PIPE

CS-3

CS-4

CS-5

CS-1

PROP. CONC.

HEADWALL

INV: 1063.97

N: 1521267.69 E: 2288240.97

PROP. CONC.

HEADWALL

INV: 1061.17

N: 1521275.19 E: 2288207.03

PROP. CONC.

HEADWALL

INV: 1043.00

N: 1521221.85 E: 2288032.64

PROP. CONC.

HEADWALL

INV: 1042.00

N: 1521083.46 E: 2288085.99

PROP. CONC.

HEADWALL

INV: 1042.00

N: 1521043.31 E: 2288233.38

PROP. 22 LF

OF 18" PVC PIPE

PROP. 82 LF

TRENCH DRAIN

REFER TO C-6.0

PROP. 23 LF

OF 8" PVC

PERFORATED PIPE

PROP. 98 LF

OF 8" PVC

PERFORATED PIPE

PROP. 23 LF

OF 8" PVC

PERFORATED PIPE

PROP. 115 LF

OF 8" PVC

PERFORATED PIPE

PROP. 14 LF

OF 8" PVC PIPE

PROP. 14 LF

OF 8" PVC PIPE

PROP. 14 LF

OF 8" PVC PIPE

PROP. 4 LF

OF 8" PVC PIPE

PROP. 98 LF

OF 8" PVC

PERFORATED PIPE

Revisions

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PL

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

E

LV

IE

W

R O

A D

T R

A

IL

H E

A D

LA

N

D L

O T

8, N

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IC

T, S

T S

E C

TI

B E

TH

E

LV

IE

W R

D C

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Y

O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

D R

A

IN

A G

E P

LA

N

C-5.0

N

Feet

20 40

CS-1

CS-3

CS-4

CS-5

SWALE OUTLET STRUCTURE DETAIL

REMOVABLE GRATE TRENCH DRAIN DETAILRIPRAP OUTLET PROTECTION

Revisions

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g la dy s an gu lo

PL

O T

D

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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TI

TL

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

E

LV

IE

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T R

A

IL

H E

A D

LA

N

D L

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8, N

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TR

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T, S

T S

E C

TI

B E

TH

E

LV

IE

W R

D C

IT

Y

O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

G E

N E

R A

L D

E

TA

IL

S

C-6.0

STEEL BOLLARD DETAIL

PIPE HANDRAIL DETAILS

S2 TYPICAL EXTERIOR RAMP DETAIL

SCALE: 3/4"=1'-0"

S1 SLAB W/ T.E. SECTION

SCALE: 3/4" = 1'-0"

CONCRETE SLAB DETAIL

PAVEMENT MARKING DETAILS

Revisions

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g la dy s an gu lo

PL

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

E

LV

IE

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A

IL

H E

A D

LA

N

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O T

8, N

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IC

T, S

T S

E C

TI

B E

TH

E

LV

IE

W R

D C

IT

Y

O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

G E

N E

R A

L D

E

TA

IL

C-6.1

2:1 SLOPE

OR FLATTER

2:1 SLOPE

OR FLATTER

4.00'

16.00'

SWALE DETAIL SECTION A-A

N.T.S

1063.05'

2:1 SLOPE

OR FLATTER

2:1 SLOPE

OR FLATTER

4.00'

FILTER FABRIC

PERFORATED

UNDERDRAIN PIPE

1057.55'M.E.G.

14.00'

SWALE DETAIL SECTION B-B

N.T.S

1055.05'

30"

GRAVEL

(6 IN) 12"

2.00'

ENGINEERED

SOIL MEDIA

2:1 SLOPE

OR FLATTER

2:1 SLOPE

OR FLATTER

10.00'

FILTER FABRIC

No. 8 OR #89

AGGREGATE

PERFORATED

UNDERDRAIN PIPE

1051.03'

18.00'

SWALE DETAIL SECTION C-C

N.T.S

1049.03'

24"

3"

NO. 57

AGGREGATE

2"

12"

5.00'

2.67'

HARDWOOD

MULCH

ENGINEERED

SOIL MEDIA

2:1 SLOPE

OR FLATTER

2:1 SLOPE

OR FLATTER

10.00'

FILTER FABRIC

No. 8 OR #89

AGGREGATE

PERFORATED

UNDERDRAIN PIPE

1050.01'

18.00'

SWALE DETAIL SECTION D-D

N.T.S

1048.01'

24"

3"

NO. 57

AGGREGATE

2"

12"

5.00'

2.67'

HARDWOOD

MULCH

ENGINEERED

SOIL MEDIA

2:1 SLOPE

OR FLATTER

2:1 SLOPE

OR FLATTER

10.00'

FILTER FABRIC

No. 8 OR #89

AGGREGATE

PERFORATED

UNDERDRAIN PIPE

1049.05'

17.64'

SWALE DETAIL SECTION E-E

N.T.S

1047.05'

24"

3"

NO. 57

AGGREGATE

2"

12"

5.00'

2.67'

HARDWOOD

MULCH

ENGINEERED

SOIL MEDIA

1066.05' M.E.G.

1051.03'

1048.87'1050.01'

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, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

G E

N E

R A

L D

E

TA

IL

S

C-6.2

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

Revisions

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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TL

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

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LV

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, G E

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, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

G E

N E

R A

L D

E

TA

IL

S

C-6.3

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

STORM WATER AND EROSION CONTROL NOTES:

1. FLOODPLAINS ON THIS PROPERTY FROM ALL WATER COURSES WITH A

DRAINAGE AREA EXCEEDING 100 ACRES IS SHOWN. THIS PROJECT DOES NOT LIE

WITHIN THE 100-YEAR FLOODPLAIN, AS SHOWN IN FEMA FIRM PANEL

13117C0062G DATED JUNE 7TH, 2019.

2. TOTAL WETLAND AREA: 0.15 ACRES.

3. SOURCE OF TOPOGRAPHY IS PROVIDED BY GEO SURVEY. LAST REVISED ON

OCTOBER 05, 2023.

4. EROSION AND SEDIMENT CONTROL DEVICES SHOWN ARE THE MINIMUM

REQUIRED. ADDITIONAL DEVICES MAY BE REQUIRED AS NECESSARY.

5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE

AT ALL TIME THE RESPONSIBILITY OF THE CONTRACTOR.

6. DUST CONTROL SHALL BE ACCOMPLISHED BY WATERING DRY, EXPOSED AREAS

ON A REGULAR BASIS. SPRAYING OF PETROLEUM BASED OR TOXIC LIQUIDS FOR

THIS PURPOSE IS STRICTLY PROHIBITED.

7. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

CEASED FOR AT LEAST FOURTEEN (14) DAYS SHALL BE TEMPORARILY

STABILIZED WITH VEGETATION AND MULCH.

8. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

PERMANENTLY CEASED SHALL BE PERMANENTLY SEEDED WITHIN FOURTEEN

(14) DAYS PER LANDSCAPING SPECIFICATIONS.

9. MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO ADJACENT

ROADWAYS BY VEHICLES EXITING THE SITE SHALL BE CLEANED OR REMOVED

IMMEDIATELY.

10. CONTRACTOR SHALL PREVENT ANY SILTATION FROM ENTERING THE STORM

SEWER SYSTEM. ALL INLETS AND INLET OPENINGS SHALL BE FULLY ENCIRCLED

WITH APPROPRIATE INLET PROTECTION DEVICES.

11. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENTATION AND/OR

DEBRIS IN ANY TEMPORARY OR PERMANENT DETENTION PONDS, STORM SEWER

INLETS AND PIPES, AND ALONG SILT FENCES, WITHIN 48 HOURS AFTER

INSPECTION OF DEVICES REVEALS THE PRESENCE OF EXCESSIVE SILTATION.

12. PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF

THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.

13. FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.

SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES

ONE-THIRD THE HEIGHT OF THE SILT FENCE.

14. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS OR SEDIMENT TRAPS (IF

PRESENT) SHALL BE MAINTAINED IN OPERATIONAL CONDITION AT ALL TIMES.

SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE

DESIGN CAPACITY HAS REDUCED BY 50%.

15. THE CONTRACTOR IS ADVISED TO CONSTRUCT TEMPORARY OR PERMANENT

FENCING AROUND DETENTION PONDS AND SEDIMENT BASINS AT THE EARLIEST

POSSIBLE TIME TO PREVENT ACCIDENTAL ACCESS BY PERSONS OR ANIMALS.

16. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND

PROPERLY DISPOSED OF OFF-SITE WITHIN THIRTY (30) DAYS AFTER

STABILIZATION OF ALL SURFACES.

17. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR DAMAGES TO ADJACENT

PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO

FULLY IMPLEMENT AND EXECUTE ALL EROSION CONTROL PROCEDURES SHOWN

AND NOTED IN THESE PLANS.

18. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL MEET THE MINIMUM

REQUIREMENTS OF THE SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL

LAWS AS APPLICABLE TO THIS PROJECT.

19. ALL EROSION CONTROL DEVICES, THAT ARE NOT DIRECTLY SPECIFIED AS TO

INSTALLATION AND MATERIALS, SHALL MEET THE REQUIREMENTS OF THE GA.

DEPT. OF TRANSPORTATION, SPECIFICATIONS FOR THE CONSTRUCTION OF

ROADS AND BRIDGES, CURRENT EDITION, AND LATEST SUPPLEMENT IN EFFECT

AT THE TIME OF BID OPENING OR MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA, 2016 EDITION.

20. MAXIMUM SLOPE FOR CUT OR FILL IS 2H:1V.

EROSION CONTROL NOTES:

1. THE EXISTING AND PROPOSED LAND USE OF THE PROJECT SITE IS EITHER

STATE ROUTE RIGHT-OF-WAY, ARTERIAL AND LOCAL COLLECTOR ROADS,

WITHIN PROPERTY CURRENTLY OWNED BY FORSYTH COUNTY OR IN

EASEMENT OWNED BY FORSYTH COUNTY DEPARTMENT OF WATER AND

SEWER.

2. TOTAL PROJECT AREA: 1.91 ACRES.

3. TOTAL DISTURBED AREA: 1.33 ACRES.

4. EROSION CONTROL PRACTICES SHALL COMPLY WITH THE STANDARDS/

SPECIFICATIONS IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL

IN GEORGIA.

5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND

INSPECTED PRIOR TO ANY GRADING ON SITE. PLEASE CALL WITH ENOUGH

LEAD-TIME FOR AN INSPECTION TO MEET YOUR SCHEDULE.

6. SEDIMENT AND EROSION CONTROL DEVICES MUST BE CHECKED AFTER

EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED FOR REPLACED

IF SEDIMENT ACCUMULATION HAS REACHED ONE-HALF THE CAPACITY OF

THE DEVICE. ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS

HAVE DEVELOPED.

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

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING

ACTIVITIES.

8. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE

MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED

PLANS DOES NOT PROVIDE FOR EFFECTIVE EROSION AND SEDIMENT

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

9. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE

STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

10. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14

DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

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DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

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, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

S W

P P

P N

O

TE

S

C-7.0

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

R/W

P/L

B E

TH

E

LV

IE

W R

O A

D (V

A R

IA

B

LE

' R

/W

IP

IP

IP

IP

IP

IP

Revisions

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B Y:

g la dy s an gu lo

PL

O T

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Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

EE

T

TI

TL

E:

DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

E

LV

IE

W

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A

IL

H E

A D

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N

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LV

IE

W R

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O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

S W

P P

P P

LA

N

C-7.1

N

Feet

IP

Revisions

Date:

FI

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AY

O

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M O

D

EL

;P

LO

TT

ED

B Y:

g la dy s an gu lo

PL

O T

D

AT

E:

Designed By:

Drawn By:

Checked By:

BCC Project No.:

SHEET NO:

Scale:

05/03/2024

J.R.

J.M.

R.L.

1023020.01

SH

EE

T

TI

TL

E:

DESIGN TICKET NO. 230831-005347

AS SHOWN

B E

T H

E

LV

IE

W

R O

A D

T R

A

IL

H E

A D

LA

N

D L

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8, N

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T, S

T S

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B E

TH

E

LV

IE

W R

D C

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Y

O F

C U

M M

IN

G

, G E

O R

G

IA

, 3

Georgia License No.

To the best of my knowledge these plans and specifications comply with the applicable minimum building codes.

VICTOR H. HERRERA

047786

Certificate of Authorization No.

2390 Canton Road, Building 200

Marietta, Georgia 30066 Tel : 770.424.1668 Fax :

w w w . h e a t h - l i n e b a c k . c o m

STATE OF

LICENSE

PROFESSIONAL ENGIN

EE

R

GEORGIA

No.047786V

IC

TOR H. HERRERA

S W

P P

P D

E

TA

IL

C-7.2