C2.0 Site Layout Plan, dated 5/19/2015 - Rives Constructionrives.com/.../2015/05/Addendum.03_Construction-Addendum-3_09.30.… · 2100 First Avenue North . Suite 100 . Birmingham,

2100 First Avenue North Suite 100

Birmingham, AL 35203 Tele 205-252-8222 Fax 205-252-8899

ADDENDUM: Three (3)

DATE: September 30, 2015

PROJECT: Liberty Bank Albertville Branch Albertville, AL BDG PROJECT NO. 14971

TO: Rives Construction Co., Inc.

THE ITEMS LISTED BELOW AND ATTACHED TO THIS LETTER CONSTITUTE THE EXTENT OF THE ADDENDUM NUMBERED AND DATED ABOVE. THIS ADDENDUM IS AN ADDITION TO THE ORIGINAL CONSTRUCTION DOCUMENTS AND IS TO BE CONSIDERED COMPLIMENTARY TO THOSE DOCUMENTS IN ACCORDANCE WITH THE GENERAL CONDITIONS, SECTION 00010, ARTICLE 1.2. IF A VARIANCE EXISTS BETWEEN THE DOCUMENTS AND THIS ADDENDUM, THIS ADDENDUM SHALL GOVERN.

This addendum consists of 9 page(s) and 4 drawing(s).

Scope Revisions- ALDOT ROW Permit-Approved Revisions

1. Replace the following original drawings:

C2.0 Site Layout Plan, dated 5/19/2015 C3.0 Site Grading Plan, dated 5/19/2015 C6.0 Civil Details, dated 5/19/2015 C6.1 Civil Details 2, dated 5/19/2015

with the attached sheets with the latest revisions as follows:

C2.0 Site Layout Plan, dated 8/27/2015 C3.0 Site Grading Plan, dated 7/24/2015 C6.0 Civil Details, dated 9/15/2015 C6.1 Civil Details 2, dated 9/15/2015

2. Attached is a copy of the fully executed ALDOT Permit, a copy to be kept on the jobsite duringconstruction, 8 pages

Enclosures: C2.0, C3.0, C6.0, C6.1, and ALDOT Permit

END ADDENDUM 3

DO NOT ENTER

PROPOSED BANK4330 SF

FFE = 1077.00

40'

40'

6" CONCRETE MEDIAN(SEE DETAIL)

SITE LAYOUTPLAN

C2.0

18" CURB AND GUTTER(SEE DETAIL)

LAYOUT NOTES:

1. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECTADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTINGIMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANYDAMAGE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.2. CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFYLBYD OF ANY DISCREPANCIES PRIOR TO SUBMITTING PRICES OR ORDERINGMATERIALS3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS ANDPROPERTY CORNERS. ANY REPLACEMENT WILL BE AT THE CONTRACTOR'S EXPENSE.4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARYPERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALLPERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION.5. ALL HANDICAP RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESSROUTES MUST CONFORM TO THE LATEST ADA REQUIREMENTS.6. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0%GRADE IN ANY DIRECTION. SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAPACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.7. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OFBUILDING TO THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESSOTHERWISE NOTED. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC BUILDINGINFORMATION.8. ALL STRIPING TO BE PER THE LATEST EDITION OF THE MUTCD UNLESS NOTEDOTHERWISE. ALL STRIPING WITHIN ALDOT ROW SHALL BE THERMOPLASTIC. CONTACTALDOT TRAFFIC ENGINEER FOR THE GUNTERSVILLE AREA AT 256-582-2254 FORQUESTIONS REGARDING STRIPING REQUIREMENTS.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITECONSTRUCTION TRAFFIC CONTROL PLAN AND OBTAINING ANY REQUIRED APPROVALSFROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE CONSTRUCTION TRAFFICCONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING AND EXITING OFCONSTRUCTION TRAFFIC ONTO THE ROADWAY AND THE IMPACT TO THE FLOW OFTRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THEMUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE IN ADDITION TOANY TRAFFIC CONTROL PLAN PROVIDED IN THE PLAN SET FOR ROADWAYIMPROVEMENTS.10. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE OWNER ANDPERFORMED BY HERNDON, HICKS & ASSOCIATES, INC.11. TOPOGRAPHIC INFORMATION WAS PERFORMED VIA GROUND RUN FORMAT.12. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADESTRUCTURES AND UTILITIES TO REMAIN (VALVE BOXES, MANHOLES, INLETS, VAULTS,ETC) TO MATCH PROPOSED FINISHED GRADES.

18" CURB AND GUTTER (SEE DETAIL)


CONTRACTOR TO TAPER CURB& GUTTER FROM 24" TO 18" IN RADIUS

CONTRACTOR TO TAPER CURB& GUTTER FROM 24" TO 18" IN RADIUS

4' SIDEWALK(PER ALDOT SW 618)

4' SIDEWALK(SEE DETAIL)

R10'

R10'

R7.5'R1

1'

SOLID WHITE DIRECTIONALARROW (SEE DETAIL) (TYP.)


SOLID WHITE TURN ARROW (SEE DETAIL) (TYP.)

9'

18.5'

25.5'

9'

9'

9.67'

18.5'

6' HEADER CURB(PER ALDOT SD 623 A-SPEC)

25.5'

R5'

R7.5'

R5'

R7.5'

R7.5'

CONCRETE PAVING(SEE DETAIL)

DUMPSTER PAD WITHENCLOSURE (SEE DETAIL ASWELL AS ARCHITECTURAL PLANS)

CURB RETURN HANDICAPRAMP (SEE DETAIL)



24" VALLEY GUTTER (SEE DETAIL)

(TYP.)

STANDARD DUTY ASPHALTPAVING (SEE DETAIL)

CONCRETE SIDEWALK(SEE DETAIL)

SITE SUMMARY:

SITE AREA: 0.87 ACRESBUILDING SET BACKSZONING: NONEREAR: NONESIDE: NONEBUILDING AREA: 4330 SFPARKING REQUIRED: 11 SPACES (1/400 SF GROSS FLOOR AREA)PARKING PROVIDED: 28 SPACESHANDICAP REQUIRED: 2 SPACESHANDICAP PROVIDED: 2 SPACESPARKING STALL: 9' X 18'

CONCRETE PAVING(SEE DETAIL)

SPECIAL NOTES:1. CONTRACTOR TO REFER TO SURVEY AND DEMOLITION PLAN FORALL EXISTING IMPROVEMENTS WITHIN PROJECT SITE.

HANDICAP SIGN, SYMBOL,AND STRIPING (SEE DETAIL)

R5'

R10'

R5'

6' SIDEWALK(SEE DETAIL)

R7.5'

STANDARD DUTYASPHALT PAVING(SEE DETAIL)

STANDARD DUTYASPHALT PAVING

(SEE DETAIL)

2' WHITE STOP BARPER MUTCD LATESTEDITION (TYP.)

R1-1 STOP SIGN

R1-1 STOP SIGNR3-2 NO LEFT TURN

R1-1 STOP SIGNDO NOT ENTER(R5-1) ON BACK


6'

6'

4'

6'

VAN

4.87'

2.67'

4'2.6

7'

9'

12.35

'

10'

2' WHITE STOP BARPER MUTCD LATEST

EDITION (TYP.)

R39.5'

16'

6'

6'

FLARED HANDICAPRAMP (SEE DETAIL)

9'

15.15

'

R1.33'

R2'

R1.33'

2' CHAMFER


15'

TO FA

CE

18" WIDECONCRETE

FLUME (SEEDETAIL)

18" WIDE CONCRETEFLUME (SEE DETAIL)

18" WIDECONCRETEFLUME (SEEDETAIL)

R5-1 DO NOT ENTER

R5-1DO NOT ENTER

VICINITY MAP

HWY 75

TO BOAZ

HWY 205

TO GUNTERSVILLE

ALBERTVILLE

6'

4" WIDE DOUBLE YELLOWPAINT STRIPE


9.7'

SIDEWALK CHASEEJIW V-7500


3.5'

4.98'

CURB RETURN HANDICAPRAMP (PER ALDOT SW 618)

CURB RETURN HANDICAPRAMP (PER ALDOT SW 618)

R.5'

R4.5'

R23.5'

4' WHITE STRIPE (TYP.)

HEAVY DUTY ASPHALTPAVING (SEE DETAIL)

HEAVY DUTYASPHALT PAVING(SEE DETAIL)

9'9'

CROSSWALK(SEE DETAIL)



MODULAR WALL(SEE SHEET C3.0

NOTES FOR DETAILS)18" CURB CUT(SEE DETAIL)


18" CURB CUT(SEE DETAIL)

2015-06-10 ADDENDUM #1

N.T.S.

TRANSITION FROM 18" CURB ANDGUTTER TO 30" CURB AND GUTTER.

30" CURB AND GUTTER.(PER ALDOT SD 623-XY R2.5'

4'

R38.5

'

15'

TO FA

CE

R7'

TRANSITION FROM 18" CURB ANDGUTTER TO 30" CURB AND GUTTER.R25'

R25'

R22.5

'

EOP

EOP

R22.5'

ALDOT GENERAL NOTES:

1. ALL METERS ARE TO BE INSTALLED OFF ALDOT RIGHTS-OF-WAY.2. ALL MANHOLES, VALVE BOXES, AND HAND HOLES SHOULD BE MOUNTED FLUSHWITH EXISTING GROUND.3. CONTACT DISTRICT MANAGER 48 HOURS PRIOR TO BEGINNING WORK ON ALDOTRIGHT-OF-WAY.4. CONTRACTOR MUST PROVIDE WRITTEN LETTER REQUESTING TO MEET WITHDISTRICT PERMIT COORDINATOR UPON COMPLETION OF PERMITTED WORK TOEVALUATE PUNCH LIST FOR COMPLETION OF PROJECT.5. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH PART 6 OF THE LATESTEDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).6. CONTRACTOR MUST PROVIDE CONTACTS AND NUMBERS FOR ONSITEREPRESENTATIVE AND EMERGENCY CONTACT IF IT DIFFERS FROM CONTACT PROJECTCONTACT BELOW.7. ONSITE REPRESENTATIVE WILL HAVE ON HAND, AT ALL TIMES: (1) APPROVEDPERMIT AND PLANS SIGNED BY THE AREA OPERATIONS ENGINEER, (2) TRAFFICCONTROL PLAN, AND (3) EROSION CONTROL PLAN.8. ALL DISTURBED AREAS SHALL BE RESODDED OR SEEDED AS DIRECTED BY THEDEPARTMENT OF TRANSPORTATION'S DISTRICT MANAGER.9. THIS PERMIT IS IN COMPLIANCE WITH ALABAMA ACT 94-487 OF THE UNDERGROUNDDAMAGE PREVENTION LEGISLATION.10. ALL PERMITTED WORK MUST MEET OR EXCEED ALDOT SPECIFICATIONS.

ALDOTR.O.W. LINE

ALDOT R.O.W. LINETIE TO EXISTING CURB.

AL75 ℄

ALDOT R.O.W. ASPHALTPAVING (SEE DETAIL)

ALDOT R.O.W. ASPHALT PAVING

TIE TO EXISTING CURB.

2015-07-08 ALDOT COMMENTS

SITE LAYOUT LEGEND

PROJECT CONTACT:

ONSITE REPRESENTATIVE AND EMERGENCY CONTACT:RIVES CONSTRUCTIONDAVID WALTERS5200 GRANTSWOOD ROADBIRMINGHAM, AL 35210OFFICE: 205-443-5000CELL: 205-910-9412

TIE TO EXISTINGSIDEWALK.

200'

CENTERLINEOF SCOTTAVE R.O.W.

30.77'

SIGH

T DIS

TANC

E

SIGH

T DIS

TANC

E

ALABAMA HIGHWAY 75 COMMERCIAL TURNOUT SUMMARY:ROW WIDTH: 60 FEETPOSTED SPEED LIMIT: 25 MPHTYPE OF BUSINESS: BANKINTERSECTION SIGHT DISTANCE: 200' TO SOUTH

275' TO NORTHMILE POST: 58.4

SIGH

T DIS

TANC

E

ALDOT R.O.W. ASPHALT PAVING

TAPER END @ 1/4"PER FOOT SLOPE(TYP. FOR ENDS)

TYPE N CURB(PER ALDOT SD 623 XY)


SIGH

T DIS

TANC

E

275'

TO N

EARE

ST TU

RNOU

T

CONCRETE MEDIAN (TO BEPAINTED SAFETY YELLOW)

HANDICAP SIDEWALK(PER ALDOT SW 618)

CONCRETE RAISED CURB ISLANDWITH TYPE "N" MOUNTABLE CURB

(PER ALDOT SD 623 N-SPEC)

2' WHITE STOP BAR PER MUTCDLATEST EDITION (TYP.)


ALDOT DRAINAGE

DEVELOPMENT AREA (AC) IMPERVIOUS (AC) CW Q2(CFS) Q5(CFS) Q10(CFS) Q25(CFS) Q50(CFS) Q100(CFS) PRE 0.41 0.26 0.72 1.7 2.0 2.2 2.5 2.7 2.9 POST 0.31 0.21 0.73 1.3 1.5 1.7 1.9 2.1 2.3

PROPOSED BANK4330 SF

FFE = 1077.00

2%

2%

1.5%

1.5%

1.5%

2%

2%

1.5%

1.5%

1.3%

1.2%

2.7%

12%

1.9%

1.9%

1%

20%

1.4%

2% MAX CROSS SLOPE (TYP.)

2% M

AX C

ROSS

SLO

PE (T

YP.)

1.6%

4%

1%

1.2%

1.5%

2.8%

3.8%

5%

4.7%

1.2%

1.1%

6%

2%

5%

2%

3%

2% 2%MAX

2%MAX

2%MAX

2%

8.33%

C3.0

SITE GRADINGPLAN

GRADING NOTES:

1. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.2. ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING ANDSHALL BE STOCKPILED ON-SITE IN AN APPROVED LOCATION FOR LATER USE WITH ANYEXCESS TO BE DISPOSED OF OFF-SITE ONCE ALL LANDSCAPED AREAS HAVE BEENBROUGHT TO FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.3. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK ANDAPPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL. ANY AREASSHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC, SOFT, WET,LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, ORMOISTURE CONDITIONED AND COMPACTED TO THE SPECIFIED DENSITY AND MOISTURECONTENT LISTED BELOW.4. ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF [12"] ANDRECOMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW.5. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER ITHAS BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTIONTRAFFIC.6. FILL MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES: VIRTUALLY FREE OFORGANICS, NO ROCK FRAGMENTS GREATER THAN 4" WITHIN 4' OF FINISH GRADE,LIQUID LIMIT NOT EXCEEDING 45, PLASTICITY INDEX NOT EXCEEDING 20, MINIMUMSTANDARD PROCTOR (ASTM D-698) OF 100 PCF, COMPACTED 98% IN PAVED ANDSTRUCTURAL AREAS, 95% NON-STRUCTURAL AND LANDSCAPED AREAS, PLACED IN 8"LOOSE LIFTS, AND WITHIN ±2.0% OF OPTIMUM MOISTURE CONTENT. STRUCTURALAREAS INCLUDE ZONES OF INFLUENCE AROUND THE BUILDING, PAVEMENT AREAS, FILLSLOPES, ETC.7. COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITEGEOTECHNICAL ENGINEER, BUT AT A MINIMUM EVERY 5,000 SQUARE FEET IN BUILDINGAREAS PER 8" LIFT AND EVERY 10,000 SQUARE FEET IN THE PAVEMENT AREAS.8. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES)SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OFTHE ON-SITE GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BE INSTALLED IN 12"LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR9. CLEARING LIMITS SHALL BE 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOTBEYOND THE PROPERTY LINES WHICHEVER IS LESS.10. NO GRADING OFF-SITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPERAPPROVALS AND PRIOR NOTIFICATION.11. COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSIONCONTROL PLAN.12. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0%GRADE IN ANY DIRECTION. SLOPE IN THE DIRECTION OF TRAVEL IN ALL HANDICAPACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.13. ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPEDAWAY FROM THE STRUCTURES AT A MINIMUM OF 1.0% GRADE. THE CONTRACTORSHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. NOTIFY LBYD OFANY DISCREPANCIES.14. PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THECONTRACTOR SHALL MAKE SUBGRADE ADJUSTMENTS FOR TOPSOIL, PAVING,BUILDING PAD, ETC.15. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY CONTOUR ENGINEERINGPROJECT NUMBER AG15BDG03 AND IS AVAILABLE FOR INFORMATION PURPOSES. THECONTRACTOR SHALL REVIEW THIS REPORT, VISIT THE SITE AND COMPLETE ANYADDITIONAL EXPLORATIONS THAT IT FEELS NECESSARY IN ORDER TO PROVIDE ASATISFACTORY BID.16. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE ANDSURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING,WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACEWATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TOACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARYDRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY ANDCONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING ISNO LONGER REQUIRED. IF GROUNDWATER DEWATERING IS REQUIRED, CONTRACTORIS TO OBTAIN ANY PERMITS AS MAY BE REQUIRED PRIOR TO DISCHARGE OF EFFLUENTFROM DEWATERING.17. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITHARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOUNDATION WALLS, STEMWALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY LBYD INC.OF ANY DISCREPANCIES.18. MODULAR RETAINING WALLS SHALL BE A TOTAL DESIGN BUILD BY THECONTRACTOR. CONTRACTOR SHALL PROVIDE PROOF OF WALL DESIGN BY ANENGINEER LICENSED IN THE STATE OF ALABAMA. CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING SAID ENGINEER WITH ANY AND ALL GEOTECHNICALAND/OR OTHER INFORMATION NECESSARY TO ENSURE A SAFE AND STABLE DESIGNSPECIFIC TO THE PROJECT. A SITE VISIT MUST BE PERFORMED BY THE DESIGNER ORRECORD TO SATISFY HIMSELF OF ACTUAL PROJECT CONDITIONS. CONTRACTOR ANDENGINEER SHALL NOTE THAT PROPOSED WALL WILL HAVE TRAFFIC ADJACENT TO ITAND ALL LOADING FROM SAID TRAFFIC SHALL BE ACCOUNTED FOR IN THEIR DESIGN.19. RETAINING WALL GRADES: TOW INDICATES FINISHED GRADE AT TOP OF WALL,BOW INDICATES FINISHED GRADE AT BOTTOM OF WALL. ACTUAL WALL HEIGHT MUSTBE A MINIMUM OF 6" ABOVE FINISHED GRADE AT TOP OF WALL.



18" WIDECONCRETEFLUME (SEEDETAIL)

1.5%

ADA PARKING2% MAX SLOPEIN ANY DIRECTION

MATCH EXISTING

LEGEND

M.E.

HIGH POINTH.P.


18" CURB CUT (SEE DETAIL)

2015-06-10 ADDENDUM #1



C6.0

CIVIL DETAILS

R2" 2

6"18

" MIN

.

NOTE:ALL CURBS TO HAVE 3/4"EXPANSION JOINTS ATMAXIMUM 100 FEET WITHDOWELS AND CONTROLJOINTS ATMAX. 20 FEET.

KEYED NOTES:

1. LINE OF FACE OF CURB (CURB GRADE SHOWN ON PLAN)

2. PAVEMENT GRADE SHOWN ON PLAN

3. PREPARED SUB-GRADE

4. STONE BASE

5. LINE FOR BACK OF CURB

2

15

4

3

1'

NOTES:1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE. THIS SLOPE SHALL NOT EXCEED 5% TO COMPLY WITH ADA REQUIREMENTS AT ANY HANDICAP RAMP.2. 3/4" EXPANSION JOINT REQUIRED AT P.C.'S AND P.T.'S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL.3. 3/16" SAWED JOINTS REQUIRED ON 20' INTERVALS.4. 3,000 PSI CONCRETE UNLESS STATED OTHERWISE.

6"6"

1' 6"

5"

1'-6"

1"

6"1"

R2" R2"

1' 6"

5"1"

6"6"

1'

1'-6"

R2"

R2"

6"1"

CURB

SIDEWALK

SLOPE 1:12SLOPE 1:12

8.33% MAX

AT CURB 8.33%

MAX

AT CURB

8.33%

MAX

6' MI

N.

NOTES:1. ALL WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN'S WITH DISABILITIES ACT OF 1990(INCLUDING CONTRASTING TEXTURES, AS REQUIRED).2. TEXTURES SHALL CONSIST OF EXPOSED CRUSHED STONE AGGREGATE, ROUGHENED CONCRETE,RUBBER, RAISED ABRASIVE STRIPS, OR GROOVES EXTENDING THE FULL WIDTH AND DEPTH OF THECURB RAMP. SURFACES THAT ARE RAISED, ETCHED, OR GROOVED IN A WAY THAT WOULD ALLOWWATER TO ACCUMULATE ARE PROHIBITED.3. FOR PURPOSES OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHTREFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOININGPEDESTRIAN ROUTES.

,60"

3' MIN.

VARIES(SEE PLAN)

4" WIDEBLUE

STRIPING

1'

VARIES(SEE PLANS)

4.5'

18"5" TYP.

6"

PAINT BLUE

26"

12"

R5"

20"1"

9°

10"4"

4' TO

EDG

EOF

PAV

EMEN

T

NOTE:REFER TO SITE PLANFOR HANDICAP SIGNLOCATION.

4"

NOTES:1. HANDICAP PARKING SIGN SHALL CONFORM TO ALL GOVERNING REGULATIONS.2. HANDICAP SIGN SHALL BE 12" x 18"x 0.08", FASTENED WITH TWO EACH 3/8" CADIUM BOLTS, NUTS AND WASHERS.3. POST SHALL BE 1.75" x 3-1/2" HEAVY DUTY GALVANIZED.

RESERVEDPARKING

VANACCESSIBLE

FOR VAN ACCESSIBLE SPACES

FINISHED GRADE

3000 PSI CONCRETE

8" DIAMETER

2'-6"

6'

12"

7.9'

5.3'

STRA

IGHT

ARR

OW O

NLY

10'

REFLECTIVE WHITEPAVEMENT PAINT

8.2'

5.6'

12"

1.9'

3.3'

2.6'

3.6'

R=3.3

'

R=2.3'

REFLECTIVE WHITEPAVEMENT PAINT

SANDBLAST TOP 1" OFJOINT BEFORE SEALING

SILICONE JOINTSEALER

1" OVAL BACKER ROD3/4" PREFORMEDJOINT FILLER

JOINT SEALER DETAIL AAT POUR BREAKS AND ADJACENT TO EXISTING CONCRETE

3/8" M

IN.

SEAL

ANT

THIC

KNES

S

3/4"

JOINT SEALER DETAIL BSAW CUT JOINT

SILICONE JOINTSEALER

SANDBLAST AND CLEAN TOP1" OF JOINT BEFORE SEALING

1/4" M

IN.

SEAL

ANT

THIC

KNES

S

GREASE ONE END FOR BOND BREAKDOWEL BASKET

3/4" PREFORMED JOINT SEALER

3/4" SMOOTH BAR@ 12" C.T.C.

#3 @ 15" O.C.E.W.

6"

1 1/2"

CLEA

R

DOWELS SHALL BE 14" LONGEXPANSION JOINT - DOWELED

AT POUR BREAKS

JOINT SEALER (DETAIL B)

1/4" RADIUS

1/4" WIDE X 1 1/2" DEEPGROOVE (SEE NOTE 4)

CUT ALT. BARS @ JOINTCONTROL JOINT - TYP.

NOTES:1. CONTRACTOR SHALL INSTALL 4" OF CRUSHED AGGREGATE BASE COURSE, TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING

2. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS

3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN.

4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY.

5. EXPANSION JOINTS AT POUR BREAKS AND 100' MAX SPACING. COORDINATE WITH CONTROL JOINTS.

6. IN LIEU OF REINFORCEMENT SHOWN, CONTRACTOR MAY USE 6x6 W6.5/W6.5 WELDED WIRE FABRIC.

1 1/2"

(SEE

NOT

E 4) 1/4"

JOINT SEALER (DETAIL A)

6" MIN.EMBEDMENT

CONCRETE WALK SECTION

EXPANSION JOINT

CONTRACTION JOINT

1/8"

1" R1/8"

VARIES

6X6 W1.4XW1.4 WELDEDWIRE REINFORCEMENT

4" CONCRETE PAVEMENT

1/4" PER FOOT(UNLESS OTHERWISE SHOWN)

FINISHED GRADE

1" T

YPIC

AL

1/8"JOINT SEALER

PRE-MOULDED EXPANSIONJOINT FILLER CONFORMINGTO ASTM D1751 OR D1752

4"

NOTE:1. CONTRACTION JOINT EVERY 5 TO 10 FEET.2. EXPANSION JOINT EVERY 15 FEET.

3,000 PSI

1. REQUIRED 1 INCH BITUMINOUS CONCRETE, WEARING LAYER (ALDOT 424A - 12" MAX AGGREGATE SIZE)

2. REQUIRED TACK COAT (ALDOT 405).

3. REQUIRED 2 INCHES BITUMINOUS CONCRETE, BINDER LAYER (ALDOT 424B- 1" MAX AGGREGATE SIZE).

4. REQUIRED BITUMINOUS TREATMENT (PRIME) (ALDOT 401, TYPE A)

5. REQUIRED 6 INCHES CRUSHED AGGREGATE BASE COURSE, TYPE B, (ALDOT 825).

6. SUBGRADE: TOP 12 INCHES - 98% COMPACTION ASTM D-698.

NOTE: ALL MIX DESIGNS ARE PER THE "ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" - 2008 EDITION.

6"

NOTES:1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE.2. 3/4" EXPANSION JOINT REQUIRED AT P.C.'S AND P.T.'S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL.3. 3/16" SAWED JOINTS REQUIRED ON 20' INTERVALS.

6"2"

1'

6"

PAVEMENTSTRUCTURE

SUBGRADE

NOTES:1. REFER TO GRADING PLAN FOR REQUIRED SLOPES AND ADDITIONAL INFORMATION.2. REFER TO UTILITY PLAN TO COORDINATE FLOOR DRAIN LOCATION.3. REFER TO CONCRETE PAVING DETAIL FOR CONCRETE THICKNESS AND REQUIREMENTS.

10'

GATE REQUIRED(SEE ARCHITECTURAL PLANS)

WOOD FENCE ENCLOSURE REQUIRED(SEE ARCHITECTURAL PLANS)

2' CHAMFER

25'

4000 PSI CONCRETE

10'

12.35

'

VARIES

VARI

ES

DIA.

SELECT GRANULAR MATERIAL- SELECT GRANULAR MATERIALSHALL BE INSTALLED INMAXIMUM 12" LOOSE LIFTS ANDCOMPACTED WITH 6-8 PASSESOF A VIBRATORY COMPACTOR(SEE SPECIFICATIONS)

SPRING LINE

LOWER LIMIT OFIMPROVED SURFACE

4" T

HICK

- 6"

TO

15" P

IPE

6" T

HICK

- 18

" AND

LARG

ER P

IPE

6"MIN.

6"MIN.

CAREFULLY PLACED ANDCOMPACTED SELECTED EARTHBEDDING IN 6" LAYERS

6"MIN.

6"MIN.

VARIES

VARI

ES

DIA.

SELECT GRANULAR MATERIAL(SEE SPECIFICATIONS)

SPRING LINE

1'

4" T

HICK

- 6"

TO

15" P

IPE

6" T

HICK

- 18

" AND

LARG

ER P

IPE

18"SQUARE

CONCRETE

4" PVC

4" - 30° PVC BEND

4" X D" PVC WYE

D"

3"

ENCASE WYE IN CONCRETEIF LINE ENDS AT THISPOINT, A PLUG SHALL BEINSTALLED IN THE BELL.

9"

JOSAM #58490 CLEANOUT C.I.FERRULE AND BRASS PLUG

MINI

MUM

COVE

RSE

E SP

ECIF

ICAT

IONS

1'-6" SQUARE

6"

FINISHED GRADE

#4 BARS PLACED INCENTER EACH WAY

ADJUSTABLE VALVE BOX

VARIABLE

VARI

ABLE

6"6"

COMPACTEDSUBGRADE

3,000 PSI CONCRETE

6"6"

FINISHED GRADE

2" RADIUS

1" RADIUS

CONCRETE SIDEWALK

FACE OF CURB

R1' MIN.

R1' MIN.

RAMP D

OWN@ 12

:1 MAX

EXISTING PAVING


1'

6:1

1. SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 12" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C/D, APPROXIMATELY 135 POUNDS PER SQUAREYARD.ITEM: 424A-360.

2. SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, 1" MAXIMUM AGGREGATESIZE MIX, ESAL RANGE C/D, APPROXIMATELY 250 POUNDS PER SQUARE YARD.ITEM: 424B-651.

3. BITUMINOUS TREATMENT A.ITEM: 401A-000.

4. CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 6" COMPACTED THICKNESS.ITEM: 301A-012.

5. BORROW EXCAVATION [(A-2-4(0) OR A-4(0)]ITEM: 210D-012

** NOTE: COMPACT TO 100% OF AASHTO T-99


C6.1

CIVIL DETAILS 2

NOTE: TRENCH OPTION IS MOST APPLICABLE INLOOSE, UNCONSOLIDATED SOILS

2' MIN

45°TO 60°

2' O.C.

WATTLE

WOOD STAKESEE DETAIL 1

STAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDES

WATTLEWOOD STAKE

WOOD STAKE TO ONLYPENETRATE NETTING,NOT CORE MATERIAL

CHANNEL BOTTOMFLOW

TRENCH

STAKE DETAIL 1(WITH TRENCH)

STAKE DETAIL 2(NO TRENCH)

FLOW

CHANNEL BOTTOM

45°TO 60°

WOOD STAKE

TOP OF BLANKET


WATTLE

2"

2' MIN

REFER TO ALDOT SPECIAL DRAWING NO. ESC-300FOR RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLES

FLOW

WATTLE

WOOD STAKE DETAIL 1

STORM SEWER DROPINLET

WOOD STAKESEE DETAIL 2

STORM SEWER DROPINLET

ANCHOR THROUGH NETTING

ANCHOR THROUGH NETTING

STORM SEWER CURBINLET

PLAN VIEW

WOOD STAKE

CHANNEL BOTTOM

WOOD STAKE


STAKE DETAIL 1

FLOW

STAKE DETAIL 2

2' MI

N

2' MI

N

WATTLE

WATTLE

WATTLE WATTLE


NOTE:WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, ACURLEX SEDIMENT LOG, OR APPROVED EQUAL.

MAINTENANCE SCHEDULE:REMOVE SEDIMENT DEPOSITSPROMPTLY AFTER IT HASACCUMULATED TO 1/2 OF THEORIGINAL CAPACITY, TAKINGCARE NOT TO UNDERMINE THEENTRENCHED WATTLES. INSPECTPERIODICALLY FORDETERIORATION OR DAMAGEFROM CONSTRUCTIONACTIVITIES. REPAIR DAMAGEDBARRIER IMMEDIATELY.

SPECIAL NOTES:1. SILT FENCE FABRIC SHALL BE PER TABLE SB-1 FROM THELATEST ALABAMA EROSION CONTROL HANDBOOK.2. USE D.O.T. APPROVED WOVEN WIRE FENCE.3. USE 4' MIN. STEEL POSTS (1.3 LB/FT MIN.).

NOTES:1. THE WOVEN WIRE FENCING SHALL BE FASTENED TO THEUPSTREAM SIDE OF POSTS BY STAPLES OR WIRE TIES.2. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TOTHE WOVEN WIRE FENCING.

6" MIN.6" M

IN. MAINTENANCE SCHEDULE:

REMOVE SEDIMENT DEPOSITS WHEN THEY REACH A DEPTH OF15" OR 1/2 THE HEIGHT OF THE FENCE AS INSTALLED TOPROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINAND TO REDUCE PRESSURE ON THE FENCE. SHOULD THEFABRIC OF SILT FENCE COLLAPSE, TEAR, DECOMPOSE ORBECOME INEFFECTIVE, REPLACE IT PROMPTLY.

HARD SURFACEPUBLIC ROAD

6" MINIMUM

ALDOT COARSE AGGREGATEGRADATION NO.1

CLASS IV GEOTEXTILEUNDERLINER (SEE NOTES)

SPECIAL NOTES :

1. A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE LOCATEDWHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM APUBLIC STREET. THE STONE SHALL BE ALDOT GRADATION NO. 1 STONE, FILTER FABRICSHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL.

2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

3. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BEREMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN NECESSARY,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHEDSTONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.

4. IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6" - 8" HIGH WITH3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION APPROXIMATELY 15'AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR BASIN.

EXISTING GRADEPUBLIC STREET

FILTER FABRIC UNDER STONEELEVATION

PLAN

50' TYPICAL

20' TYPICAL

1. REQUIRED 1" IMPROVED BITUMINOUS CONCRETE, WEARING LAYER (ALDOT 424A)

2. REQUIRED TACK COAT (ALDOT 405).

3. REQUIRED 2" BITUMINOUS CONCRETE UPPER BINDER LAYER (ALDOT 424B).

4. REQUIRED BITUMINOUS TREATMENT (PRIME) (ALDOT 401, TYPE A).

5. REQUIRED 8" CRUSHED AGGREGATE BASE COURSE, TYPE B, (ALDOT 825).

6. SUBGRADE: TOP 12 INCHES - 98% COMPACTION (ASTM D-698).

NOTE: ALL MIX DESIGNS ARE PER THE "ALABAMA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" - 2008 EDITION.

8"

NOTES:1. CROSSWALK LINES SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK.THE LINES SHALL NOT BE LESS THAN 8" IN WIDTH.2. CROSSWALK LINES SHOULD EXTEND THE FULL WIDTH OF PAVEMENT FROM CURB TO CURBOR TO THE EDGE OF THE INTERSECTING CROSSWALK.3. FOR ADDED VISIBILITY, THE CROSSWALK AREA MAY BE MARKED WITH WHITE DIAGONAL LINESAT 45 DEGREE ANGLE TO THE LINE OF THE CROSSWALK.

8"W

IDTH

PER

PLAN

8"(TYPICAL)

8" WHITE TRAFFIC STRIPEPAVEMENT MARKING MAY BETRAFFIC STRIPING OR THERMOPLASTIC

CROSSWALK STRIPING TO COVER FULL WIDTH OF PAVEMENTAND TO TIE TO CURB AND GUTTER, OR OTHER CROSSWALK

WID

THPE

R PL

AN

24"O.C.

6" M

IN.

50' TYPICAL

5" VARIES 6"

1" RADIUS

2" RADIUS

COMPACTEDSUBGRADE

3000 PSI CONCRETE

6"6"

2015-06-10 ADDENDUM #1


6"

1"

R2" R2"

2'-0"

1"

1'

6"1'

NOTES:1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE.2. 3/4" EXPANSION JOINT REQUIRED AT P.C.'S AND P.T.'S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL.3. 3/16" SAWED JOINTS REQUIRED ON 20' INTERVALS.4. 3,000 PSI CONCRETE UNLESS STATED OTHERWISE.

6"

2'-0" 6"5"

6"1.5

"

6"5"

6"

2'-6"

6"1.5

"

R2" R2"

2'-6"

6"

12"

6"


12"

SEE PLANS

REQ'D TYPE 'N' CURBPER ALDOT SPECIAL

DWG. 623-XY

6" CONCRETE3000 P.S.I. @ 28 DAYS


1'


6"6"

1'-6" 6"5"

2'-0"

1"

6"1.5

"

R2" R2"

6"5"1"

6"6"

1'

2'-0"

6"1.5

"

R2" R2"

1'-6"


Documents

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