Appendix D _ Spiva Cove plans.pdf

PDF 5 MB Posted Oct 13, 2026

Attached to: Spiva Cove Bridge Replacement and Kiutuestia Creek Road Culvert Repair at Lows Mill Road
Solicitation number: PE-74400-NONST-2026-000000012
Issued by: Ware County, Georgia

About this file

Written by GovTribe AI · Oct 19, 2026

This is a Site Development Plan document for the Spiva Cove Road Project prepared by Carter Engineering Consultants, Inc. for Union County Government in Blairsville, Georgia. The project encompasses site development plans for a road project covering approximately 7.2 acres of total project tract with 2 acres of disturbed area. The site development plan set includes multiple engineering sheets covering cover sheet, general notes, existing site/demolition plan, site plan, grading/bridge plan, crossing details, erosion control notes, erosion control plan, soils map, and erosion control details. The project is located at 72.7 North 25 West in Blairsville, GA 30512, with a construction entrance identified on the plans. The document indicates the current drawing status is "Not for Construction" as of the initial submittal date of 6.21.2024, with a revision block noting this is Issue 1 for initial submittal and provisions for future issues related to bidding and construction phases.

The civil engineering design was completed by Carter Engineering Consultants, Inc., with structural engineering by Sheats Structural Consulting, Inc., and surveying services also provided by Carter Engineering. The project owner and developer is Union County Government, represented by Harold Collins, Commissioner. The document includes standard construction notes requiring contractor compliance with all applicable local, state, and federal codes; contractor responsibility for obtaining necessary licenses and permits at their expense unless already obtained by the owner; and notification requirements to local governing authority inspectors 24 hours before each construction phase. The plan set is marked as confidential and proprietary to Carter Engineering Consultants, Inc., with copyright protections noted and restrictions on duplication or use without written permission.

View the file

Other files

File	Type	Posted
Appendix C _ Contract.pdf	PDF	Oct 13, 2026
Appendix A _ Proposal Certification.pdf	PDF	Oct 13, 2026
Appendix B _ eVerify forms.pdf	PDF	Oct 13, 2026
Appendix G _ Kiutuestia Creek Road Culvert Pr.pdf	PDF	Oct 13, 2026
RFP for Spiva Cove Bridge and K_Road Culvert.pdf	PDF	Oct 13, 2026
Appendix E _ Kiutuestia Creek Road Culvert pl.pdf	PDF	Oct 13, 2026
Appendix F _ Spiva Cove Road Bridge Pricing F.pdf	PDF	Oct 13, 2026

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GSWCC Level II Certification No. 000000003007

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DRAWING STAT7S NOT (OR CONSTR7CTION

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1. T*E ENGINEER IS NOT RESPONSIBLE (OR COST C*ANGES D7RING CONCEPT7AL� PRELIMINARY� OR DESIGN P*ASE.

2. BIDS � 37OTES S*ALL BE BASED ON PLAN SETS LABELED �ISS7E (OR BID� ON T*E REVISION BLOC-.

�. BIDS � 37OTES S*ALL BE REVISED BASED ON PLANS LABELED �ISS7E (OR CONSTR7CTION� ON T*E REVISION BLOC-.

�. I( DISCREPANCIES ARE ENCO7NTERED D7RING CONSTR7CTION T*AT RE37IRE DEVIATION (ROM T*IS PLAN SET� T*E

ENGINEER S*O7LD BE NOTI(IED (OR 7PDATED PLANS AND/ OR (IELD C*ANGES.

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DEVIATION (ROM T*IS PLAN SET D7E TO 7N(ORESEEN SITE CONDITIONS� CLIENT MODI(ICATION RE37EST AND/ OR

CONTRACTOR C*ANGES.

�. T*E ENGINEER IS NOT RESPONSIBLE (OR T*E E((ICACY O( (IELD C*ANGES OR DEVIATION (ROM T*IS PLAN SET IN

ANYWAY� 7NLESS C*ANGES ARE DIRECTED BY T*E ENGINEER.

GENERAL PLAN SET NOTES

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GENERAL NOTES

CONSTR7CTION NOTES

1. T*E DRAWINGS AND SPECI(ICATIONS ARE INTENDED TO COVER A COMPLETE PRO,ECT� READY TO 7SE�

AND ALL ITEMS NECESSARY (OR A COMPLETE AND WOR-ABLE ,OB S*ALL BE (7RNIS*ED AND

INSTALLED. ANY DISCREPANCY S*ALL BE IMMEDIATELY REPORTED TO T*E OWNER OR *IS

REPRESENTATIVE.

2. NOTI(Y T*E INSPECTOR O( T*E LOCAL GOVERNING A7T*ORITY 2� *O7RS BE(ORE EVERY P*ASE O(

CONSTR7CTION.

�. ALL WOR- S*ALL COMPLY WIT* ALL APPLICABLE LOCAL� STATE� AND (EDERAL CODES. ALL NECESSARY LICENSES AND PERMITS S*ALL BE OBTAINED BY T*E CONTRACTOR� AT *IS E:PENSE� 7NLESS ALREADY

OBTAINED BY T*E OWNER.

�. T*E CONTRACTOR S*ALL COORDINATE LOCATION AND INSTALLATION O( ALL 7NDERGRO7ND 7TILITIES AND APP7RTENANCES TO MINIMI<E DIST7RBING C7RBING� PAVING� AND ALL OT*ER 7TILITIES.

5. T*E E:ISTING 7TILITIES S*OWN ARE (OR T*E CONTRACTOR S CONVENIENCE ONLY. T*ERE MAY BE OT*ER 7TILITIES NOT S*OWN ON T*ESE DRAWINGS. T*E 7TILITIES S*OWN ARE T*OSE LOCATED BY T*E S7RVEYOR O( RECORD. T*E ENGINEER ASS7MES NO RESPONSIBILITY (OR T*E LOCATION O( T*E 7TILITIES S*OWN. IT S*ALL BE T*E CONTRACTOR S RESPONSIBILITY TO VERI(Y T*E LOCATIONS O( ALL 7TILITIES WIT*IN T*E LIMITS O( WOR-. ALL DAMAGE MADE TO E:ISTING 7TILITIES BY T*E CONTRACTOR

S*ALL BE T*E SOLE RESPONSIBILITY O( T*E CONTRACTOR.

�. DEVIATIONS (ROM T*ESE PLANS AND SPECI(ICATIONS WIT*O7T PRIOR CONSENT O( T*E ENGINEER

AND T*E M7NICIPALITY MAY CA7SE (OR T*E WOR- TO BE 7NACCEPTABLE.

7. ALL MATERIALS S*ALL BE NEW 7NLESS 7SED OR SALVAGED MATERIALS ARE A7T*ORI<ED BY T*E

OWNER.

�. T*E CONTRACTOR S*ALL (7RNIS* AND MAINTAIN ALL NECESSARY BARRICADES ARO7ND T*E WOR-

AND S*ALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

�. ALL WOR- S*ALL BE PER(ORMED IN A (INIS*ED AND WOR-MANLI-E MANNER TO T*E ENTIRE SATIS(ACTION O( T*E OWNER� AND IN ACCORDANCE WIT* T*E BEST RECOGNI<ED TRADE PRACTICES.

1�. T*E CONTRACTOR S*ALL PROVIDE S*EETING AND S*ORING (OR ALL TRENC* CONSTR7CTION IN

ACCORDANCE WIT* OS*A G7IDELINES.

11. ALL PIPE LENGT*S S*OWN ARE TO T*E CENTERLINE O( T*E STR7CT7RES 7NLESS SPECI(ICALLY NOTED.

12. PIPES

STORM AND SANITARY SEWER� S*ALL BE LAID ON SMOOT*� CONTIN7O7S GRADES WIT* NO

VISIBLE BENDS AT T*E ,OINTS.

1�. BEDDING RE37IREMENTS SPECI(IED *EREIN ARE TO BE CONSIDERED AS MINIM7M RE37IRED (OR RELATIVELY DRY STABLE EART* CONDITIONS. ADDITIONAL BEDDING S*ALL BE RE37IRED (OR ROC- TRENC*ES TO PROVIDE S7C* ADDITIONAL BEDDING AS RE37IRED TO PROPERLY CONSTR7CT WOR-.

1�. ALL STORM DRAINAGE INLET STR7CT7RES S*ALL *AVE METAL RING AND COVER (OR ACCESS.

15. ALL ANGLES S*OWN ARE �� DEGREES 7NLESS S*OWN OT*ERWISE.

1�. ALL GRADES S*OWN ARE (INIS*ED GRADES. CONTRACTOR S*ALL VERI(Y DIMENSIONS� GRADES� AND

E:ISTING ELEVATIONS PRIOR TO CONSTR7CTION.

17. CONCRETE C7RBS S*ALL BE CONSTR7CTED IN ACCORDANCE WIT* T*E DETAILS S*OWN ON PLANS.

MATERIALS� E37IPMENT� MET*ODS O( CONSTR7CTION AND WOR-MANS*IP S*ALL CON(ORM TO

STATE D.O.T. STANDARD SPECI(ICATIONS.

1�. ALL CONCRETE S*ALL *AVE �� PSI COMPRESSIVE STRENGT* A(TER 2� DAYS� WIT* A MA:IM7M SL7MP O( (O7R

�� INC*ES� 7NLESS SPECI(IED OT*ERWISE.

1�. ALL E:POSED CONCRETE S*ALL *AVE A (INE *AIR BROOMED (INIS*.

2�. PAR-ING AND DRIVEWAY BASE CO7RSE AND ASP*ALTIC CONCRETE S7R(ACE AND PRIME MATERIALS� E37IPMENT� MET*ODS (OR CONSTR7CTION AND WOR-MANS*IP S*ALL CON(ORM TO STATE D.O.T.

STANDARD SPECI(ICATIONS.

21. CONTRACTOR TO (IELD VERI(Y ALL STORM� SANITARY� WATER AND OT*ER 7TILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION O( ANY 7TILITIES. NOTI(Y ENGINEER PRIOR TO PROCEEDING WIT*

ANY WOR- I( DISCREPANCIES (O7ND.

22. T*E 7SE O( CONCRETE T*R7ST BLOC-S (OR T*E INSTALLATION O( WATER MAINS IS STRICTLY PRO*IBITED. PRESS7RE PIPE (ITTINGS AND OT*ER ITEMS RE37IRING RESTRAINT S*ALL BE RESTRAINED 7SING MET*ODS SPECI(IED AND APPROVED BY CO7NTY/CITY TEC*NICAL STANDARDS� SPECI(ICATIONS AND REG7LATIONS. T*E PRE(ERRED MET*OD O( RESTRAINT IS T*RO7G* T*E 7SE O( �MEGA�L7GS� OR

�M,R� DEVICES.

2�. ALL DIMENSIONS ARE MEAS7RED TO T*E BAC- O( C7RB 7NLESS OT*ERWISE NOTED.

EART*WOR- SPECI(ICATIONS

CLEARING AND GR7BBING

1. CLEARING AND GR7BBING S*ALL CONSIST O( CLEARING T*E S7R(ACE O( T*E GRO7ND O( T*E DESIGNATED AREAS O( ALL TREES� LOGS� SNAGS� BR7S*� 7NDERGROWT*� *EAVY GROWT* O( GRASS� WEEDS� (ENCE STR7CT7RES� DEBRIS AND R7BBIS* O( ANY NAT7RE� NAT7RAL OBSTR7CTIONS S7C* AS OB,ECTIONABLE SOIL MATERIAL 7NSATIS(ACTORY (OR (O7NDATIONS. IT S*ALL ALSO CONSIST O( GR7BBING O( ST7MPS� ROOTS (O7NDATIONS AND DISPOSAL O( ALL S7C* MATERIAL. ALL *OLES REMAINING A(TER T*E GR7BBING OPERATION IN EMBAN-MENT AREAS AND IN E:CAVATION AREAS

LESS T*AN TWO

2� (EET IN DEPT*� S*ALL *AVE SIDES BRO-EN DOWN AND LEVELED I( NECESSARY TO

(LATTEN O7T SLOPES� RE(ILLED WIT* ACCEPTABLE MATERIAL T*AT IS PROPERLY COMPACTED IN LAYERS

BY TAMPERS� ROLLERS OR CONSTR7CTION E37IPMENT.

2. B7RNING ON SITE IS NOT PERMITTED WIT*O7T WRITTEN APPROVAL O( T*E LOCAL GOVERNING

A7T*ORITIES *AVING ,7RISDICTION.

E:ISTING TREES O7TSIDE O( GRADING LIMITS LINE:

1. TREES AND VEGETATION TO BE SAVED S*ALL BE PROTECTED (ROM DAMAGE BY A (ENCE BARRICADE PRIOR TO� OR D7RING� CLEARING OPERATIONS. TREES TO BE REMOVED (ROM T*E AREA O7TSIDE T*E LIMITS O( GRADING OR (ROM SPECI(ICALLY DESIGNATED AREAS WIT*IN T*E CONSTR7CTION AREAS. I(� IN T*E OPINION O( T*E ENGINEER� A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED� T*E CONTRACTOR WILL BE (INED A PREDETERMINED AMO7NT (OR EAC* DAMAGED TREE. T*E CONTRACT S*ALL ALSO BE RESPONSIBLE (OR ALL COSTS ASSOCIATED IN REMOVING T*E DAMAGED TREE (ROM T*E

SITE.

(ILL:

1. ALL VEGETATION S7C* AS ROOTS� BR7S*� *EAVY GROWT* O( GRASS� TOPSOIL� ALL DECAYED VEGETABLE MATTER� R7BBIS*� AND OT*ER 7NS7ITABLE MATERIAL WIT*IN T*E AREA 7PON W*IC* (ILL IS TO BE PLACED S*ALL BE STRIPPED OR BE OT*ERWISE REMOVED BE(ORE T*E (ILL OPERATION IS STARTED. IN NO CASE S*ALL 7NS7ITABLE MATERIAL REMAIN IN OR 7NDER T*E (ILL AREA. SLOPED GRO7ND S7R(ACE STEEPER T*AN ON VERTICAL TO (O7R *ORI<ONTAL� ON W*IC* (ILL IS TO BE PLACED� S*ALL BE PLACED� STEPPED OR BENC*ED IN S7C* A MANNER T*AT T*E (ILL TO BE PLACED

S*ALL BE �7 PERCENT O( T*E MA:IM7M LABORATORY DRY DENSITY ACCORDING TO STANDARD

PROCTOR

AAS*TO T�� ASTM D��. MOIST7RE CONTENT S*ALL BE WIT*IN � PERCENT O( T*E

OPTIM7M MOIST7RE CONTENT. PROO( ROLL T*E AREAS TO BE (ILLED OR ON W*IC* STR7CT7RES ARE TO BE PLACED. A LOADED D7MP TR7C- OR OT*ER R7BBER TIRED E37IPMENT S*ALL BE 7SED (OR PROO( ROLLING. OVERLAPPING PASSES O( A VE*ICLES S*O7LD BE MADE ACROSS T*E SITE IN ONE

DIRECTION AND T*EN PERPENDIC7LAR TO T*E ORIGINAL DIRECTION O( ROLLING.

2. ANY YIELDING� P7MPING OR SO(T AREAS S*O7LD BE C7T O7T AND REPLACED WIT* (ILL COMPACTED

AS DESCRIBED *EREIN.

�. T*E PROPOSED (ILL S*O7LD BE LIMITED TO SOILS CLASSI(IED IN ACCORDANCE WIT* ASTM D�2��7 AS GM� GC� SW� SM� SC� ML AND CL. SOIL CLASSI(IED AS PT� O*� OL� C* AND M* ARE NOT SATIS(ACTORY

AS COMPACTED (ILL.

�. (ILLS AND EMBAN-MENTS S*ALL BE CONSTR7CTED AT T*E LOCATIONS AND TO T*E LINES AND GRADES INDICATED ON CONSTR7CTION PLANS. T*E SLOPE S*ALL NOT E:CEED 2 (OOT *ORI<ONTAL TO 1 (OOT

VERTICAL

� (OOT *ORI<ONTAL TO 1 (OOT VERTICAL IN T*E P7BLIC RIG*T O( WAY�. T*E COMPLETED

(ILL S*ALL CORRESPOND TO T*E S*APE O( T*E TYPICAL SECTIONS INDICATED ON T*E CONSTR7CTION PLANS. MATERIAL REMOVED (ROM T*E E:CAVATION S*ALL BE 7SED IN (ORMING T*E (ILL. (ILL MATERIAL S*ALL BE REASONABLY (REE (ROM ROOTS� OT*ER ORGANIC MATERIAL� TRAS* AND STONES

*AVING MA:IM7M DIMENSIONS GREATER T*AN � INC*ES

� INC*ES IN TRENC*ES (OR 7TILITIES�. NO

(RO<EN MATERIAL WILL BE PERMITTED IN T*E (ILL. STONES *AVING A MA:IM7M DIMENSION O( � INC*ES WILL NOT BE PERMITTED IN T*E 7PPER SI: INC*ES O( (ILL OR EMBAN-MENT OR 7TILITY TRENC*. T*E MATERIAL S*ALL BE PLACED IN S7CCESSIVE *ORI<ONTAL LAYERS NOT MORE T*AN � INC*ES T*IC-� 7NLESS OT*ERWISE NOTED� IN LOOSE DEPT* (OR T*E WIDT* O( T*E CROSS�SECTION AND S*ALL BE COMPACTED TO AT LEAST �7 PERCENT O( T*E MA:IM7M LABORATORY DRY DENSITY

ACCORDING TO STANDARD PROCTOR

ASTM D�� AAS*TO T��. MOIST7RE S*ALL BE WIT*IN �

PERCENT O( T*E OPTIM7M MOIST7RE CONTENT. T*E TOP 12 INC*ES O( T*E PAVING� PAR-ING AND/OR

ROADWAY S7B�GRADE S*ALL BE COMPACTED TO �7 PERCENT O( T*E MA:IM7M DRY DENSITY

STANDARD PROCTOR�. EAC* LI(T S*ALL BE ROLLED WIT* A VIBRATORY ROLLER� A S*EEPS(OOT ROLLER� OR A LOADED R7BBER TIRED D7MP TR7C-� SCRAPER OR LOADER. I( T*E SOIL IS TOO DRY� A WATER TR7C- WIT* SPREADER BAR OR SPRAY *OSE S*ALL BE 7SED TO BRING T*E SOIL TO T*E PROPER MOIST7RE RANGE. T*E WATER S*ALL BE T*ORO7G*LY AND PROPERLY MI:ED WIT* T*E SOIL PRIOR TO

COMPACTION.

5. STORM DRAIN PIPES S*ALL BE PLACED ON (IRM BOTTOM AND *AND TAMPED TO SA(E 7P T*E PIPE. A C7S*ION O( SOIL S*ALL BE TAMPED ABOVE T*E CROWN O( T*E PIPE IN ACCORDANCE WIT* T*E PIPE MAN7(ACT7RER S RECOMMENDATIONS SO T*AT T*E *EAVIER COMPACTION E37IPMENT CAN T*EN BE

7SED TO BRING T*E SOIL TO A DENSITY AS DESCRIBED ABOVE (OR (ILL AREAS.

�. I( SOILS INVESTIGATION REPORT IS PROVIDED� T*EN (OLLOW T*E RECOMMENDATIONS O( T*E REPORT

I( T*EY E:CEED T*E RECOMMENDATIONS O( T*ESE SPECI(ICATIONS.

TOPSOIL:

1. 7NLESS OT*ERWISE SPECI(IED� AREAS DESIGNATED (OR GRADING OPERATIONS T*AT CONTAIN A BLAN-ET O( TOPSOIL S*ALL BE STRIPPED AND PLACED IN CONVENIENT STOC-PILES (OR LATER 7SE AS A TOPSOIL BLAN-ET ON T*E NEW GRADED AREAS SPECI(IED *EREIN� OR AS DESIGNATED. TOPSOIL S*ALL BE STRIPPED (ROM ALL AREAS DESIGNATED TO RECEIVE (ILL. T*E STRIPPING O( MATERIAL (OR TOPSOIL S*ALL BE CARE(7LLY DETERMINED AND ONLY T*E 37ANTITY RE37IRED S*ALL BE STOC-PILED.

MATERIAL STOC-PILED S*ALL BE STORED IN A SATIS(ACTORY MANNER TO A((ORD PROPER DRAINAGE.

W*EN GRADING OPERATIONS PERMIT� INSTEAD O( STOC-PILING� T*E TOPSOIL S*ALL BE *A7LED AND

SPREAD DIRECTLY ON T*E AREAS DESIGNATED TO RECEIVE TOPSOIL.

ROC- E:CAVATION:

1. I( ROC- IS ENCO7NTERED� CLEAR AWAY EART* TO E:POSE MATERIAL. NOTI(Y OWNER AND RECEIVE WRITTEN INSTR7CTIONS PRIOR TO E:CAVATION. REMOVE ROC- TO A DEPT* O( � INC*ES BELOW AND � INC*ES ON EAC* SIDE O( PIPES IN TRENC*ES. A MEAS7REMENT O( E:TENT O( ROC- TO BE REMOVED S*ALL BE MADE. ROC- E:CAVATION S*ALL BE PAID (OR IN ACCORDANCE WIT* AGREEMENT WIT* T*E

OWNER.

DEMOLITION NOTES

E:ISTING STR7CT7RES � (ACILITIES:

1. T*E LOCATIONS O( ALL E:ISTING (ACILITIES S*OWN ON T*IS PLAN *AVE BEEN DETERMINED (ROM T*E BEST IN(ORMATION AVAILABLE AND ARE GIVEN (OR T*E CONVENIENCE O( T*E CONTRACTOR. T*E ENGINEER / LANDSCAPE ARC*ITECT ASS7MES NO RESPONSIBILITY (OR T*EIR ACC7RACY. PRIOR TO T*E START O( ANY DEMOLITION ACTIVITY� T*E CONTRACTOR S*ALL NOTI(Y T*E 7TILITY COMPANIES (OR

ON�SITE LOCATIONS O( E:ISTING 7TILITIES.

2. T*E CONTRACTOR S*ALL (7RNIS* ALL MATERIALS� LABOR� S7PERVISION AND E37IPMENT RE37IRED (OR T*E ORDERLY DEMOLITION AND REMOVAL O( E:ISTING STR7CT7RES� PAVEMENT� AND 7TILITIES AS

S*OWN ON T*E DRAWINGS AND DESCRIBED *EREIN.

�. T*E CONTRACTOR IS RE37IRED TO (AMILIARI<E *IM/*ERSEL( WIT* T*E STR7CT7RES TO BE

DEMOLIS*ED. A BRIE( DESCRIPTION O( T*E STR7CT7RES PROPOSED TO BE INSTALLED AND

DEMOLIS*ED ARE INCL7DED (OR T*E CONTRACTOR S CONVENIENCE ONLY.

�. T*E (OLLOWING LIST O( STR7CT7RES RE37IRING DEMOLITION IS INCL7DED (OR T*E CONTRACTOR S CONVENIENCE ONLY. T*E DRAWINGS INDICATE T*E SCOPE O( T*E DEMOLITION W*ERE DEMOLITION IS

RE37IRED

SEE CORRESPONDING PLANS�:

�.1. DEMOLITION AND REMOVAL O( E:ISTING ON�SITE ASP*ALT� CONCRETE� PAVING� AND C7RBING TO

LIMITS O( DIST7RBANCE/DEMOLITION AS S*OWN ON T*E CORRESPONDING PLANS. CONTRACTOR

TO VERI(Y AND COORDINATE ANY DISCREPANCIES AND/OR CONCERNS WIT*

ENGINEER/LANDSCAPE ARC*ITECT ACCORDINGLY.

5. ALL ON�SITE 7NDERGRO7ND STR7CT7RES AND PIPING M7ST BE COMPLETELY REMOVED AND

OVER�E:CAVATED BY A MINIM7M O( 12� BENEAT* T*E STR7CT7RES. CONTRACTOR S*ALL 7SE

APPROVED (ILLING MATERIAL (OR (ILLING T*ESE AREAS. (ILL S*ALL BE CLEAN WIT* LESS T*AN 5�� PASSING T*E �2�� SIEVE� PLASTICITY INDE: LESS T*AN 1�� WIT* MA:IM7M PARTICLE SI<E O( 1.25 INC*ES� AND S*ALL BE PLACED IN LOOSE LI(TS NOT E:CEEDING � INC*ES IN T*IC-NESS AND

COMPACTED TO AT LEAST �� O( T*E MODI(IED PROCTOR MA:IM7M DRY DENSITY

AAS*TO T��.

�. ALL E:ISTING STR7CT7RES� PAVEMENTS� SLABS� (O7NDATIONS� STEPS AND OT*ER E:ISTING (EAT7RES

INDICATED ON T*E DRAWINGS TO BE REMOVED S*ALL BE DEMOLIS*ED AND REMOVED BY T*E

CONTRACTOR. REMOVE NO STR7CT7RE S7BSTANTIALLY AS A W*OLE. DEMOLIS* COMPLETELY ON T*E

PREMISES.

7. ALL E:ISTING SEWERS� PIPING� 7TILITIES S*OWN ARE NOT TO BE INTERPRETED AS T*E E:ACT LOCATION� OR AS T*E ONLY OBSTACLES T*AT MAY OCC7R ON T*E SITE. CONTRACTOR S*ALL VERI(Y E:ISTING

CONDITIONS AND PROCEED WIT* CA7TION ARO7ND ANY ANTICIPATED (EAT7RES. CONTRACTOR

S*ALL GIVE NOTICE TO ALL 7TILITY COMPANIES REGARDING DESTR7CTION AND REMOVAL O( ALL

SERVICE LINES AND CAP ALL LINES BE(ORE PROCEEDING WIT* T*E WOR-.

�. CONTRACTOR S*ALL PROVIDE ADE37ATE PROTECTION (OR PERSON AND PROPERTY AT ALL TIMES. *E OR S*E S*ALL E:EC7TE T*E WOR- IN A MANNER T*AT AVOIDS *A<ARDS TO PERSONS AND PROPERTY AND T*AT PREVENTS INTER(ERENCE WIT* T*E 7SE AND ACCESS TO AD,ACENT PROPERTIES� B7ILDINGS�

AND AD,ACENT STREETS. STREETS AND SIDEWAL-S S*ALL NOT BE BLOC-ED BY DEBRIS AND

E37IPMENT.

�. CONTRACTOR M7ST STOP OPERATION AND NOTI(Y T*E OWNER (OR PROPER DIRECTION I( ANY

ENVIRONMENTAL OR *EALT* RELATED CONTAMINATE IS ENCO7NTERED D7RING T*E DEMOLITION

AND/OR E:CAVATION PROCESS.

DISPOSAL :

1�. REMOVE AND LEGALLY DISPOSE O( ALL OT*ER R7BBIS*� R7BBLE� AND DEBRIS. ALL RE(7SE AND MISCELLANEO7S ITEMS TO BE REMOVED� T*AT ARE NOT TO BE STOC-PILED (OR LATER 7SE ON T*E PRO,ECT OR DELIVERED TO T*E OWNER� S*ALL BE LEGALLY DIPOSED O( O((�SITE BY T*E CONTRACTOR IN ACCORDANCE WIT* ANY AND ALL APPLICABLE LAWS� STANDARDS� AND REG7LATIONS SET (ORT* BY LOCAL� STATE� AND (EDERAL O((ICIALS T*AT GOVERN T*E DISPOSAL O( WASTE AND DEBRIS.

PAVEMENT REMOVAL:

11. W*ERE E:ISTING PAVEMENT IS TO BE REMOVED� CONTRACTOR S*ALL SAW�C7T T*E S7R(ACING

LEAVING A 7NI(ORM AND STRAIG*T EDGE WIT* T*E MINIMAL DIST7RBANCE POSSIBLE TO T*E

REMAINING AD,ACENT S7R(ACING. I( CONSTR7CTION RES7LTS IN RAVELING O( T*E SAW�C7T

S7R(ACE� REC7T BAC- (ROM T*E RAVELED EDGE PRIOR TO RESTORATION.

12. W*ERE E:ISTING PAVEMENT� C7RB� C7RB AND G7TTER� SIDEWAL-� DRIVEWAY OR VALLEY G7TTER IS TO BE REMOVED (OR T*E P7RPOSE O( CONSTR7CTION OR REMOVING BO: C7LVERTS� PIPE� INLETS� MAN*OLES� APP7RTENANCES� (ACILITIES OR STR7CT7RES� SAID PAVEMENT� ETC.� T*E SAID OR PROPOSED STR7CT7RE S*ALL BE REPLACED AND RESTORED IN E37AL OR BETTER CONDITION T*AN T*E ORIGINAL. T*E CONTRACTOR S*ALL PROVIDE ALL NECESSARY LABOR� MATERIALS� E37IPMENT� TOOLS� S7PPLIES� AND ANY OT*ER NECESSARY E37IPMENT AS RE37IRED BY PRO,ECT AND SITE RE37IREMENTS.

ACCESS:

1�. CONTIN7O7S ACCESS S*ALL BE MAINTAINED (OR T*E S7RRO7NDING PROPERTIES AT ALL TIMES

D7RING T*E DEMOLITION PROCESS O( T*E E:ISTING (ACILITIES AND SITE.

PERMITTING :

1�. IT IS T*E CONTRACTOR S RESPONSIBILITY TO OBTAIN ANY RE37IRED PERMITTING (OR DEMOLITION (ROM T*E RESPONSIBLE A7T*ORITIES AND REG7LATIONS AND (7LLY AC-NOWLEDGE AND COMPLY

WIT* ALL RE37IREMENTS PRIOR TO COMMENCING O( DEMOTION WOR-.

15. IT IS T*E CONTRACTOR S SOLE RESPONSIBILITY TO DETERMINE T*E E:TENT O( DEMOLITION RE37IRED IN ORDER TO PER(ORM T*E CONTRACT WOR- (OR T*IS PRO,ECT. T*E CONTRACTOR S*ALL COND7CT SITE VISITS AND S*ALL E:AMINE ALL O( T*E IN(ORMATION WIT*IN T*ESE DOC7MENTS AND ALL

DISCREPANCIES AND/OR OMISSIONS S*ALL BE BRO7G*T TO T*E ATTENTION O( T*E LEAD

ENGINEER/ARC*ITECT PRIOR TO BID S7BMITTAL.

1�. CONTRACTOR S*ALL LIMIT ALL DEMOLITION ACTIVITY TO T*AT AREA DELINEATED IN T*E DRAWING AND

APPROVED BY O((ICIALS.

17. ALL OT*ER E:ISTING 7TILITIES INCL7DING B7T NOT LIMITED TO STORM DRAINAGE� GAS� ELECTRIC� TELEP*ONE� AND WATER � SEWER S*ALL BE PRESERVED AND PROTECTED AT ALL TIMES AS NEEDED

AND AS RE37IRED.

STA-ING AND S7RVEYING NOTES

STA-ING:

1. T*E CONTRACTOR S*ALL PER(ORM ALL CONSTR7CTION STA-ING AND CONSTR7CTION ACTIVITIES

BASED ON T*E LATEST APPROVED DESIGN PLANS AND/OR DESIGN (ILE

S� AS PROVIDED AND AS

WARRANTED BY CLIENT AND PRO,ECT NEEDS.

2. PRIOR TO COMMENCING CONSTR7CTION STA-ING OR CONSTR7CTION ACTIVITIES� T*E CONTRACTOR AND/OR STA-ING S7RVEYOR S*ALL CON(IRM WIT* T*E PRO,ECT LEAD ENGINEER/ARC*ITECT� W*O S

RESPONSIBLE (OR T*IS PRO,ECT� T*AT T*E LATEST PLANS AND/OR DESIGN (ILE

S� ARE BEING 7TILI<ED.

�. T*E ENGINEER/LANDSCAPE ARC*ITECT IS NOT RESPONSIBLE (OR OWNERS� CONTRACTORS OR S7RVEYORS STA-ING OR PER(ORMING CONSTR7CTION ACTIVITIES BASED ON O7T�O(�DATE DESIGN

PLANS AND/OR DESIGN (ILES.

�. CONSTR7CTION STA-ING S*ALL AD*ERE TO T*E *ORI<ONTAL AND VERTICAL DAT7M LISTED IN T*IS CONSTR7CTION SET AND AS PROVIDED IN T*E CORRESPONDING (ILES� NOTES� AND/OR DRAWINGS.

TOLERANCES � DISCREPANCIES:

5. I(� D7RING CONSTR7CTION STA-ING OR CONSTR7CTION ACTIVITIES� S7RVEY DISCREPANCIES ARE ENCO7NTERED WIT* REGARD TO T*E DESIGN PLANS OR DESIGN (ILE� WOR- S*O7LD CEASE AND T*E LEAD ENGINEER/LANDSCAPE ARC*ITECT S*O7LD BE NOTI(IED IMMEDIATELY TO RESOLVE T*E ISS7E OR ISS7ES. T*E ENGINEER / LANDSCAPE ARC*ITECT CAN NOT BE *ELD RESPONSIBLE OR LIABLE (OR ISS7ES

T*AT T*EY *AVE NOT RECEIVED NOTI(ICATION.

�. T*E CONSTR7CTION TOLERANCES S*OWN IN T*E CORRESPONDING DRAWINGS� NOTES� AND/OR (ILES�

IN GENERAL� REPRESENT IND7STRY STANDARDS. *OWEVER� E:CEPTIONS CAN BE MADE I( IT

DETERMINED T*AT CERTAIN DEVIATED CONSTR7CTION ACTIVITIES DO NOT ADVERSELY A((ECT T*E

DESIGN RE37IREMENTS OR (7NCTIONALITY. T*E LEAD ENGINEER/LANDSCAPE ARC*ITECT WILL

EVAL7ATE CONSTR7CTION ACTIVITIES T*AT DEVIATE (ROM T*E DESIGN PLANS ON A CASE�BY�CASE BASIS. I( IT IS DETERMINED T*AT T*E CERTAIN DEVIATED CONSTR7CTION ACTIVITIES DO ADVERSELY A((ECT T*E DESIGN RE37IREMENTS� (7NCTIONALITY� AND INTENT O( T*E PRO,ECT� T*E CONTRACTOR S*ALL BE RESPONSIBLE (OR REPLACING OR REPAIRING ALL ITEMS TO T*E PLANS AND SPECI(ICATIONS

AS DETERMINED AND RE37IRED BY DESIGN PRO(ESSIONAL� AT T*E CONTRACTOR S E:PENSE.

CIVIL ENGINEERING DESIGN TOLERANCES (OR PRO,ECT:

GENERAL GRADING: ��.1� (EET RETAINING WALLS: ��.�5 (EET

ALL PIPE/COND7ITS: ��.�5 (EET SITE (EAT7RES

SPOT ELEV.� ETC.� ��.�5 (EET

DRAINAGE STR7CT7RES: ��.�5 (EET 7TILITY ELEVATIONS: ��.1� (EET

SANITARY SEWER STR7CT7RES: ��.�5 (EET EROSION CONTROL BMPS: ��.�5 (EET

STORMWATER POND (EAT7RES: ��.�5 (EET

AS�B7ILT � SPECI(ICATIONS:

7. T*E ENGINEER/LANDSCAPE ARC*ITECT S*O7LD BE PROVIDED WIT* AN AS�B7ILT S7RVEY O( T*E PRO,ECT (OR REVIEW AND APPROVAL A(TER T*E PRO,ECT IS COMPLETE. CONTRACTOR IS RESPONSIBLE

(OR COORDINATING E((ORTS WIT* DESIGN PRO(ESSIONAL.

�. SEE T*E PRO,ECT SPECI(ICATIONS (OR ADDITIONAL SITE SPECI(IC RE37IREMENTS REGARDING

CONSTR7CTION� MATERIALS� TESTING� AND CERTI(ICATIONS.

PRO,ECT GEOGRAP*ICAL IN(ORMATION

PRO,ECT PRO,ECTION � DAT7M:

*ORI<ONTAL DAT7M: NAD�� GEORGIA STATE PLANES� WEST <ONE� 7S (OOT

VERTICAL DAT7M: NORT* AMERICAL VERTICAL DAT7M O( 1��

NAVD��

BO7NDARY S7RVEY:

S7RVEYOR NAME: �

DATE O( S7RVEY: �

TRACT OR PARCEL: �

*ORI<ONTAL DAT7M: NAD�� GEORGIA STATE PLANES� WEST <ONE� 7S (OOT

VERTICAL DAT7M: NORT* AMERICA VERTICAL DAT7M O( 1��

NAVD��

TOPOGRAP*IC S7RVEY:

S7RVEYOR NAME: MIC*EAL (OLEY� ��

DATE O( S7RVEY: �5.1�.2�2�

TRACT OR PARCEL: �

*ORI<ONTAL DAT7M: NAD�� GEORGIA STATE PLANES� WEST <ONE� 7S (OOT

VERTICAL DAT7M: NORT* AMERICAN VERTICAL DAT7M O( 1��

NAVD��

GEOGRAP*ICAL IN(ORMATION SYSTEMS

GIS� DATA 7TILI<ED:

TOPOGRAP*IC DATA: (IELD R7N S7RVEY

PARCEL DATA: 7NION CO7NTY 3 P7BLIC

ADDITIONAL DATA: 7SGS LIDAR DATA

GEORGIA COMP. R. � REGS. R. 1��.��:

T*E TOPOGRAP*IC AND ELEVATION DATA S*OWN *EREON WAS OBTAINED (ROM (IELD R7N S7RVEY AND IS NOT CERTI(IED AS CORRECT BY T*IS ENGINEER. 7SERS O( T*IS DATA DO SO AT T*EIR OWN

RIS-.

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PROFESSIONAL

AutoCAD SHX Text N0. 26703

CAROLINE PAUL

PARCEL: 110 073

ZONE:

AREA: 6.11 AC

JAMES & ANN SPIVIA

PARCEL: 110 072

ZONE: R4

AREA: 2.0 AC

JAMES & ANN SPIVIA

PARCEL: 110 072

ZONE: R4

AREA: 2.0 AC

LILLY HEDDEN

PARCEL: 111 016

ZONE:

AREA: 8.5 AC

EXISTING

BRIDGE

EXISTING

GRAVEL

DRIVEWAY

SPIVA COVE ROAD

FEMA 0.2% ANNUAL

CHANCE FLOOD

HAZARD ZONE X

FEMA REGULATORY

FLOODWAY

FEMA 100-YEAR

FLOODPLAIN ZONE AE

FEMA 100-YEAR

FLOODPLAIN ZONE AE

FEMA REGULATORY

FLOODWAY

FEMA 0.2% ANNUAL

CHANCE FLOOD

HAZARD ZONE X

SWB

TTELY RIVER

60'

12.5'

1941.69

1949.89

1950.54

1941.77

1943.06

1950.09

1943.12

1950.18

1951.44

1952.01

1951.68

1939.11

1940.44

1940.15

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Utilities Protection Center, Inc.

PRO,ECT IN(ORMATION

DRAWING SET PREPARED BY: OWNER/DEVELOPER:

CARTER ENGINEERING CONS7LTANTS� INC. 7NION CO7NTY GOVERNMENT

1�1� COMMERCE DR �5 CO7RT*O7SE STREET� P.O. BO: 1

BOGART� GA ��22 BLAIRSVILLE� GA ��512

CONTACT: BRIAN -IMSEY� P.E. CONTACT: *AROLD COLLINS

P*ONE: 77�.725.12�� 7��.��.��

BRIAN"CARTERENGINEERING.COM 7CCOMMISSIONER"7NIONGOV.COM

SITE IN(ORMATION

,7RISDICTION 7NION CO7NTY

PROPERTY LOCATION

��.7��2�� .��7�

BLAIRSVILLE� GA ��512

PARCEL N7MBER N/A

C7RRENT <ONING N/A

PROPOSED <ONING N/A

OVERLAY DISTRICT N/A

E:ISTING 7SE E:ISTING BRIDGE

PROPOSED 7SE N/A

B7((ERS RE37IRED 5� STATE WATERS B7((ER

(EMA (LOOD INS7RANCE RATE MAP NO. 1�2�1C�1��D

(EMA (IRM DATE ��/2�/2��7

(EMA S(*A <ONE <ONE AE

7NDERGRO7ND 7TILITY DISCLAIMER:

T*E 7NDERGRO7ND 7TILITIES S*OWN *EREON *AVE BEEN LOCATED (ROM (IELD

IN(ORMATION AND/OR E:ISTING DRAWINGS. CARTER ENGINEERING DOES NOT

WARRANT T*AT T*E 7NDERGRO7ND 7TILITIES S*OWN COMPRISE ALL S7C* 7TILITIES IN

T*E AREA� EIT*ER IN SERVICE OR ABANDONED. CARTER ENGINEERING DOES NOT

WARRANT T*AT T*E 7NDERGRO7ND 7TILITIES S*OWN ARE IN T*E E:ACT LOCATION

INDICATED. T*E OWNER� *IS/*ER EMPLOYEES� CONS7LTANTS AND CONTRACTORS

S*ALL *EREBY DISTINCTLY 7NDERSTAND T*AT T*E CARTER ENGINEERING IS NOT

RESPONSIBLE (OR T*E CORRECTNESS OR S7((ICIENCY O( T*IS IN(ORMATION

REGARDING T*E 7NDERGRO7ND 7TILITIES AND STR7CT7RES RELATED TO

7NDERGRO7ND 7TILITIES S*OWN *EREON. IT IS T*E RESPONSIBILITY O( T*E

CONTRACTOR TO (IELD LOCATE ALL 7TILITIES PRIOR TO COMMENCING WOR- AND

NOTI(Y ENGINEER I( A DISCREPANCY IS (O7ND. SPECI(ICALLY� T*E CONTRACTOR S*ALL

VERI(Y T*E INVERT ELEVATIONS O( ALL E:ISTING STORM AND SANITARY SEWER

STR7CT7RES PRIOR TO COMMENCEMENT O( STORM AND SANITARY SEWER

CONSTR7CTION.

SITE

LOCATION MAP

SCALE: N.T.S.

GRID NORT*

1�

GRAP*IC SCALE

SCALE: 1� = 1�

5 1� 2� ��

*YDROLOGIC � *YDRA7LIC S7MMARY

SCS TYPE II STORMS

STORM EVENT

2� *O7R�

RAIN(ALL DEPT*

INC*ES�

PEA- IN(LOW

C(S�

MA: WATER S7R(ACE

ELEVATION

(EET�

2 YEAR 4.33 681.00 1941.95

5 YEAR 5.22 1220.00 1942.64

1� YEAR 5.97 1670.00 1943.12

25 YEAR 7.03 2290.00 1943.69

5� YEAR 7.87 2860.00 1944.18

1�� YEAR 8.73 3400.00 1944.60

2�� YEAR 9.62 3990.00 1945.04

E:ISTING IN(ORMATION

GENERAL IN(ORMATION

PRO,ECT NAME SPIVA COVE ROAD

P*YSICAL C*ARACTERISTICS

DRAINAGE BASIN: 9344.00 ACRES

CREST O( ROAD ELEVATION: 1952.01 FEET

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PROFESSIONAL

AutoCAD SHX Text N0. 26703

ZONE:

AREA: 6.11 AC

JAMES & ANN SPIVIA

PARCEL: 110 072

ZONE: R4

AREA: 2.0 AC

JAMES & ANN SPIVIA

PARCEL: 110 072

ZONE: R4

AREA: 2.0 AC

LILLY HEDDEN

PARCEL: 111 016

ZONE:

AREA: 8.5 AC

EXISTING

BRIDGE

PROPOSED 14' X 80' BRIDGE

STRUCTURAL DESIGN BY OTHERS

TOP ELEV = 1952.00'

(MATCH EXISTING)

PROPOSED GDOT TYPE 1 RIPRAP TO E:TEND 7PSTREAM

AND DOWNSTREAM O( T*E PROPOSED AB7TMENT�

RIPRAP S*ALL BE 7NDERLAIN BY A NON�WOVEN NEEDLE�

P7NC*ED (ILTER (ABRIC

CLASS 1�AAS*TO M2��

S7C* AS MIRA(I 1��N OR SIMILAR. SEE STR7CT7RAL PLAN

EXISTING

GRAVEL

DRIVEWAY

SPIVA COVE ROAD

FEMA 0.2% ANNUAL

CHANCE FLOOD

HAZARD ZONE X

FEMA REGULATORY

FLOODWAY

FEMA 100-YEAR

FLOODPLAIN ZONE AE

FEMA 100-YEAR

FLOODPLAIN ZONE AE

PROPOSED ABUTMENT

RETAINING WALL

(STRUCTURAL DESIGN BY

OTHERS)

PROPOSED ABUTMENT

RETAINING WALL

(STRUCTURAL DESIGN BY

OTHERS)

FEMA REGULATORY

FLOODWAY

FEMA 0.2% ANNUAL

CHANCE FLOOD

HAZARD ZONE X

SWB

TTELY RIVER

60'

12.5'

80.0' 14.0'

PROPOSED ROAD

1939.11

1940.44

1940.15

N B

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