NO SCALE

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CONSTRUCTION PLANS FOR

WEST SIDE SURFACE PARKING

PREPARED FOR THE CITY OF HUNTSVILLE

HUNTSILLE, ALABAMA

SEC 3, T-4-S, R-1-W - MADISON COUNTY

VICINITY MAP

PROJECT NOTES

1. PROJECT OWNER INFORMATION

CITY OF HUNTSVILLE

308 FOUNTAIN CIRCLE SW

HUNTSVILLE, AL 35801

2. DEVELOPER INFORMATION

CITY OF HUNTSVILLE

308 FOUNTAIN CIRCLE

HUNTSVILLE, AL 35801

INDEX TO DRAWINGS:

SHEET # SHEET NAME

C-0.0 COVER SHEET

C-1.0 PROJECT NOTES

C-2.0 SITE DEVELOPMENT PLAN

C-3.0 LAYOUT PLAN

C-4.0 GRADING & EROSION CONTROL

C-5.0 STORM DRAINAGE PLAN

C-6.0-6.2 CONSTRUCTION DETAILS

L-1.0-2.0 LANDSCAPE PLAN

SP1.1 LIGHTING PLAN

SITE

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

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GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS.

2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH MARKS, PROPERTY CORNERS AND ALL

OTHER SURVEY POINTS. WHERE THE REMOVAL OF SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE

CONTRACTOR IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT, AND IS NOT TO DISTURB THE

POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN GRANTED BY THE ENGINEER.

3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED DURING CONSTRUCTION, AND ARE NOT TO

BE DAMAGED IN ANY MANNER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS AND OTHER STRUCTURES WHICH IS

CAUSED BY CONSTRUCTION ACTIVITIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL BOULDERS, DEBRIS, EXCESS

CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. THE ENGINEER/SURVEYOR ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OR COMPLETENESS OF THE EXISTING

UTILITIES SHOWN ON THE PLANS.

7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76).

COMPACTED GRANULAR MATERIAL FOR BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS

PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.

8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.

9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN ACCORDANCE WITH SECTION 814, ALDOT., 2012, AND

SHALL BE GROUTED WHERE INDICATED ON THE PLANS.

10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF

ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORK

WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY

ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (M.U.T.C.D.) LATEST EDITION.

12. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT INCLUDE

REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

13. SIDEWALK RAMPS ARE TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) SPECIFICATIONS.

PAVEMENT CONSTRUCTION

GENERAL NOTES

1. ALDOT., 2012, SHALL MEAN ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,

2012 EDITION.

2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE WITH SECTION 301, ALDOT., 2012. ALL

MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 825, TYPE B. 100% COMPACTION.

3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 450, ALDOT., 2012.

4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 424-B, ALDOT., 2012.

5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 424-A, ALDOT., 2012.

6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO PLACING AND COMPACTING EMBANKMENTS.

7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 6", AND THEN RECOMPACTED TO 100% OF THE

MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798).

8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK PRIOR TO PLACEMENT OF BASE MATERIAL.

9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH CONCRETE, 6"Hx9"Wx84"L. WHEEL STOPS ARE

TO BE SECURELY ATTACHED TO PVMT. WITH A MINIMUM OF 2-5/8"x24" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS AT 1/3

POINTS, AND FIRMLY BONDED TO WHEEL STOP AND PAVEMENT.

10. PAVEMENT MARKING PAINT SHALL BE ALKYD-RESIN TYPE, READY-MIXED, COMPLYING WITH FS TT-P-115, TYPE I, AASHTO M-248, TYPE

N, OR LATEX WATER-BASE EMULSION, READY-MIXED, COMPLYING WITH FS TT-P-1952. APPLY PVMT. MARKING PAINT WITH

MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE

PLANS WITH UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF15 mils (.4mm).

EARTHWORK GENERAL NOTES

1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS ARE FOR THE

INFORMATION OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO

ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL CONDITIONS, FOR PREPARATION OF HIS BID, AND

FOR THE SUCCESSFUL EXECUTION OF THE WORK.

2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL PROPOSED SPOT ELEVATIONS SHOWN ARE

FINISHED GRADE.

3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION OF HIS WORK. SUCH GRADING AS IS

REQUIRED FOR THIS PURPOSE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST

TO THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND DRAINAGE AS IS NECESSARY TO

PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.

4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND OTHER EROSION & SEDIMENT CONTROL

MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL FINAL INSPECTION BY THE

LOCAL GOVERNING AGENCY.

5. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE

(ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.

6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, UNLESS INDICATED

OTHERWISE ON THE PLANS.

7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 210, ALDOT., 2012. ALL EARTH FILL UNDER BUILDINGS SHALL ALSO

MEET THE REQUIREMENTS OF THE ARCHITECT'S PLANS AND SPECIFICATIONS.

8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE

SITE PREPARATION RECOMMENDATIONS SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN ON

THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:

1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL LOCATIONS WHERE CONSTRUCTION

TRAFFIC WILL BE ENTERING AND EXITING THE SITE. CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL

EXTEND TO THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS THAN 50 FEET IN LENGTH OR 6" IN

DEPTH. WIDTH SHALL NOT BE LESS THAN 15 FEET.

2. CONSTRUCT SEDIMENT TRAPS (IF ANY ARE INDICATED ON THE PLANS).

3. GRADE IN THE PROPOSED DITCHES AS SHOWN ON THE GRADING PLAN, AND DIRECT DRAINAGE FROM DISTURBED AREAS TO THEM.

4. INSTALL STRAW BALE DAMS IN DITCHES AS THEY ARE CONSTRUCTED, AND INSTALL SILT FENCES AT INDICATED LOCATIONS. INSTALL

STRAW BALES AND GRAVEL BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.

5. MULCH, LIME, FERTILIZE, SEED AND STRAW ALL DISTURBED AREAS AS SOON AS POSSIBLE FOLLOWING FINAL GRADING.

6. WASH DOWN CONSTRUCTION ENTRANCE AS NECESSARY TO LIMIT MUD AND DEBRIS BEING CARRIED ONTO ADJACENT ROADS.

DRAINAGE FROM CONSTRUCTION ENTRANCE SHALL BE GRADED TO DRAIN TO SILT FENCES, OR OTHER EROSION CONTROL MEASURES.

7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT

FROM STORM PIPE SYSTEM.

8. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY, REMOVE SILT FENCES, STRAW

BALES, AND GRAVEL BAG FILTERS. SPREAD AND GRADE COLLECTED MATERIALS, AND MULCH, LIME, FERTILIZE, SEED AND STRAW.

9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN ON THE GRADING PLAN. SPREAD AND GRADE

COLLECTED MATERIALS, AND SEED.

10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.

SEEDING NOTES:

1. THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR THE SEEDING OF ALL

DISTURBED AREAS, AND OTHER AREAS SPECIFIED ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN

ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.

2. TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF 6 INCHES OF CONDITIONED AND AMENDED

TOPSOIL SHALL BE RESPREAD OVER ALL AREAS SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN.

3. SEEDING SHALL BE AS FOLLOWS: (A)"REBEL" OR "FALCON" FESCUE SEED ('TIL APRIL 15TH) WITH 95% GERMINATION. APPLICATION

RATE SHALL BE 8 LBS. PER 1,000 SQUARE FEET. (B)BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION.

APPLICATION RATE SHALL BE 3 LBS. PER 1,000 SQUARE FEET.

4. SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL PH OF 5.5 TO 6.5.

5. "2-4-D ROUNDUP" OR EQUIVALENT POST-EMERGENT HERBICIDE SHALL BE REQUIRED TO KILL EXISTING WEEDS PRIOR TO SEEDING.

"TREFLAN," "DACTAL" OR EQUIVALENT PRE-EMERGENT HERBICIDE SHALL BE REQUIRED FOR ALL SEEDED AREAS TO PREVENT WEED

GERMINATION.

6. PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER DUTY EXCELSIOR EROSION CONTROL

BLANKET" AS MANUFACTURED BY "PPS PACKAGING COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHERE

INDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL COMPLY WITH THE MANUFACTURER'S

RECOMMENDATIONS. WHERE INDICATED ON THE PLANS, APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDING

OF THE GROUND.

REINFORCED CONCRETE NOTES

1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (CLASS "A."), UNLESS NOTED

OTHERWISE ON THE PLANS.

2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEY

DETAIL ON THE PLANS.

3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM TO STM A615, FOR BILLET STEEL.

4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.

5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.

6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS. HEATING OF REINFORCING BARS TO

BEND THEM, OR STRAIGHTEN THEM WILL NOT BE ALLOWED.

7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN ASTM YIELD STRENGTH OF 65,000 PSI.

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

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4" - 7" 2" X 2" 1 1/2" 1" 1 1/2"

Z

Y

X

D

4" X 12" 11 1/4" 10 3/4" 3 1/2"

4" X 10" 9 1/4" 8 3/4" 3 1/2"

4" X 8" 7 1/4" 6 3/4" 3 1/2"

4" X 6" 5 1/2" 5" 3 1/2"

4" X 4" 3 1/2" 3" 3 1/2"

2" X 10" 9 1/4" 8 3/4" 1 1/2"

2" X 8" 7 1/4" 6 3/4" 1 1/2"

14" - 20" 2" X 6" 5 1/2" 5" 1 1/2"

8" - 13" 2" X 4" 3 1/2" 3" 1 1/2"

DR

AW

IN

GS

SE

E

X Y Z

KEY SIZE

SHEAR KEY DETAIL

NOMINAL

WALL (D)

THICKNESS

BACKFILL CONCRETE

REINFORCED WALLS AND PAVEMENTS

REINFORCED FOOTINGS AND SLABS

TYPE OF CONSTRUCTION

4 1

6 3

SLUMP TABLE

MAX. MIN.

SLUMP (INCHES)

3 1

COARSE AGGREGATE (INCHES)

NOMINAL MAXIMUM SIZE

CONCRETE AIR CONTENT TABLE

1 1/2

1

3/4

4 TO 8

3.5 TO 6.5

3 TO 6

PERCENT BY VOLUME

TOTAL AIR CONTENT

LENGIH 12" 14" 20" 27" 35" 44" 56"

LENGTH 16" 18" 26" 35" 45" 57" 73"

J 3" 4" 5" 6" 7" 8" 11.25" 12.75"

A 6" 8" 10" 12" 14" 16" 19" 22"

D 2.25" 3.0" 3.75" 4.50" 5.25" 6.0" 9.02" 10.16"

DIAMETER 0.375" 0.5" 0.625" 0.75" . 875" 1.0" 1.128" 1.27"

BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10

BAR BEND TABLE AND EMBEDMENT TABLE

16"

EMBEDMENT

12"

LAP SPACE

(d)

d

12

d

A

D

J

d

D

OHE OHEOHE

W W WW

OHE OHEOHE

W W WW

FFE: 632.81

FFE: 632.82

FFE: 632.77

FFE: 632.89

FFE: 632.83

S

EX SSMH

TOP: 629.12

I.E.:624.31

CO

627.61

CO

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ELEC

VEH

ELEC

VEH

CIT

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nsit

B

us

20' 40'

S

S

x

EXISTING UTILITY POLE

EXISTING LIGHT POLE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER LINE

PROPOSED SPOT ELEVATION

TEMPORARY STONE CHECK DAM

EXISTING TREES

TEMPORARY SILT FENCE

TREE LINE

UNDERGROUND ELECTRIC LINE

EXISTING GAS LINE

EXISTING INDEX CONTOURS

PROPOSED GAS LINE

EXISTING SPOT ELEVATION

PROPOSED INDEX CONTOURS

PROPOSED FIRE HYDRANT

PROPOSED WATER VALVE

PROPOSED WATER LINE

FENCE

LEGEND

DIRECTION OF FLOW

PROPERTY CORNER, SET

CONCRETE MONUMENT, FOUND

CONCRETE MONUMENT, SET

PROPERTY CORNER, FOUND

OVERHEAD TELEPHONE LINE

OVERHEAD ELECTRIC LINE

CONCRETE

FG 662.50

EG 661.2

TEMPORARY STRAW WATTLE

EXISTING STORM PIPE

DEMO EXISTING ASPHALT

EXISTING AREA TO REMAIN

AREA INLET

FINISHED FLOOR ELEVATION

EXISTING

F.F.E.

EX

BACK OF CURB

EASEMENT

CONCRETE

ELEVATION

EDGE OF PAVEMENT

ABBREVIATIONS

BOC

EOP

EL.

ESM'T

CONC.

UNLESS NOTED OTHERWISE

TOP OF CURB

TYPICAL

UTILITY AND DRAINAGE

TOC

TYP

U.N.O.

U & D

REQUIREMENTS

REQUIRED

PAVEMENT

MINIMUM

REAR SETBACK LINE

RIGHT-OF-WAY

TEMPORARY

SIDE SETBACK LINE

SANITARY SEWER

R.S.L.

S.S.L.

R.O.W.

S.S.

TEMP.

MIN.

REQ'TS

REQ'D

PVMT.

NOT IN CONTRACTN.I.C.

F.S.L.

INV.

I.E.

M.B.L.

LF

LOC.

MAX.

LINEAR FEET

MINUMUM BUILDING LINE

MAXIMUM

LOCATION

INVERT ELEVATION

FRONT SETBACK LINE

INVERT

M.H. MANHOLE

FG FINISHED GRADE

STRUCTURESTR

H

Y

D

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39

.12

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in

c.b

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EXISTING INTER CONTOURS

PROPOSED INTER CONTOURS

UNDERGROUND TELEPHONE LINE (AT&T)

CIV

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, A

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39

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in

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

E S

UR

FA

CE

P

AR

KIN

G

PR

EP

AR

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F

OR

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Y O

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UN

TS

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LE

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NT

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LE

, A

LA

BA

MA

-

M

AD

IS

ON

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OU

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HIP

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S

OU

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, R

AN

GE

1 W

ES

T

17-226

DHALL

08.07.17

02.22.2017

JCARGILE

02.22.2017

CO

NS

TR

UC

TIO

N P

LA

NS

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

END CURB

END CURB

H'CAP PARKING

SEE LAYOUT

FOR MORE DETAIL

DETECTABLE WARNING

(TYP)

END SIDEWALK

AT END OF PARKING

H'CAP RAMP

SEE DETAIL

H'CAP RAMP

SEE DETAIL

STANDARD

CURB & GUTTER

STANDUP

CURB (TYP)

STANDUP

CURB (TYP)

MOUNTABLE

CURB

CONCRETE

PAVEMENT "A"

W/ 6'2" JOINT

SPACING

TURNDOWN

SIDEWALK

SAWCUT

EXIST CURB

AND GUTTER

AND REMOVE

SAWCUT

EXIST CURB

AND GUTTER

AND REMOVE

NOTE: SURVEY PROVIDED BY OTHERS.

CONCRETE

PAVEMENT "A"

W/ 8'4" JOINT

SPACING

EXP.

JOINT

CONCRETE

PAVEMENT "A"

W/ 8'4" JOINT

SPACING

WHEEL STOP

(TYP)

H'CAP SIGN

(TYP)

ELECTRIC

VEHICLE

PARKING

MOUNTABLE CURB

(DEMO EXISTING

CURB WHERE REQ'D)

ELECTRIC

CHARGING

STAND

CONCRETE PADS

(SEE CONCRETE

PAVEMENT

"B" DETAIL)

STOP SIGN

OHEOHE

OHE OHE

W WW W

OHEOHE

OHE OHE

W WW W

FFE: 632.81

FFE: 632.82

FFE: 632.77

FFE: 632.89

FFE: 632.83

FFE: 633.09

INV: 627.00

INV: 627.09

S

EX SSMH

CO

627.61

CO

S

T

O

R

M

S

E

W

E

R

S

T

O

R

M

S

E

W

E

R

S

T

O

R

M

S

E

W

E

R

ELEC

VEH

ELEC

VEH

18.00'

10

.0

0'

10.00'

10.00'

5.00'

10.00' 10.00'

5.00'

10.00' 10.00'

5.00'

10.00' 10.00'

8.00'

10.00'

18

.0

0'

10

.0

0'

10

.0

0'

R

5

0

.0

0

'

R

2

4

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

5

.0

0

'

R

1

0

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

5

.0

0

'R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

R

3

1

.0

0

'

R

3

.0

0

'

1

1

.8

0

'

12

5.0

0'

1

1

.3

1

'

46

.0

3'

R

5

8

.0

0

'

R

3

.0

0

'

5.02'

18

.0

0'

10.00'

R

3

.0

0

'R

5

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

260.00'

260.00'

240.00'

260.00'

R

3

.0

0

'

R

5

.0

0

'

R

5

.0

0

'

R

3

.0

0

'

290.00'

20

0.0

0'

R

3

.0

0

'

7.61'

R

2

5

.0

0

'

R

2

5

.0

0

'

13.76'

R

3

.0

0

'

24

.0

0'

24

.0

0'

24

.0

0'

24

.0

0'

24

.0

0'

24.00'

30

.0

0'

25.85'

25.70'

25.99'

10.00'

10.00'

10.00'

20

.0

0'

N: 1536362.17

E: 421676.69

N: 1536364.64

E: 421386.70

N: 1536402.89

E: 421357.03

N: 1536602.89

E: 421358.73

N: 1536616.88

E: 421359.24

N: 1536646.88

E: 421360.34

N: 1536664.73

E: 421377.26

N: 1536662.23

E: 421670.25

N: 1536647.01

E: 421682.92

N: 1536598.36

E: 421716.51

N: 1536536.66

E: 421714.86

N: 1536411.72

E: 421710.92

N: 1536604.44

E: 421410.75

N: 1536602.40

E: 421650.74

N: 1536542.23

E: 421670.23

N: 1536544.45

E: 421410.24

N: 1536484.45

E: 421409.72

N: 1536482.23

E: 421669.71

N: 1536422.23

E: 421669.20

N: 1536424.45

E: 421409.21

25

.0

0'

8.00'

R

3

.0

0

'

R

3

.0

0

'

R

2

9

.0

0

'

R

3

.0

0

'

R

3

.0

0

'

6

.0

0

'

(

T

Y

P

)

6

.0

0

'

(

T

Y

P

)

20.00'

20' 40'0

G:\C

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site

in

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CIV

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IN

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75

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S

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em

oria

l P

ky., S

te

. 2

09

, H

un

tsville

, A

L 3

58

02

25

6.5

39

.12

21 w

ww

.4

site

in

c.b

iz

PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

E S

UR

FA

CE

P

AR

KIN

G

PR

EP

AR

ED

F

OR

C

IT

Y O

F H

UN

TS

VIL

LE

HU

NT

SV

IL

LE

, A

LA

BA

MA

-

M

AD

IS

ON

C

OU

NT

Y

SE

CT

IO

N 3

, T

OW

NS

HIP

4

S

OU

TH

, R

AN

GE

1 W

ES

T

17-226

DHALL

08.07.17

02.22.2017

JCARGILE

02.22.2017

CO

NS

TR

UC

TIO

N P

LA

NS

NOTE: ALL DIMENSIONS AND

COORDINATES ARE TO FACE OF CURB

UNLESS OTHERWISE NOTED

NOTE: SURVEY PROVIDED BY OTHERS.

BUILDING 1

BUILDING 1

BUILDING 13

ROOF ABOVE)

X

6

2

9

.0

4

X

6

2

8

.9

8

OHE OHEOHE OHE

W W W W W

2

628.50

MAG

536870914

X

6

2

9

.0

4

X

6

2

8

.9

8

OHE OHEOHE OHE

W W W W W

2

628.50

MAG

536870914

FFE: 632.71

FFE: 632.81

FFE: 632.82

FFE: 632.77

FFE: 632.89

FFE: 632.83

FFE: 633.09

FFE: 633.19

S

CO

627.61

CO

630

63

0

627

627

627

62

8

6

2

8

6

2

8

629

62

9

631

631

632

632

633

633

634

634

6

3

0

627

62

8

6

2

9

6

3

1

6

3

2

S

T

O

R

M S

E

W

E

R

S

T

O

R

M

S

E

W

E

R

S

T

O

R

M

S

E

W

E

R

632.98

632.48

632.50633.00

632.28

632.50

632.65

632.20

629.88

628.50

628.51

629.85

630.75

631.50

631.25

631.76

630.12

629.14

630.49

630.33

630.70

630.90

630.43

632.50

632.91

632.60

6

2

8

6

3

0

6

3

1 63

1

63

2

6

2

9

6

3

0

6

2

8

6

2

9

6

3

0

6

2

9

632

628

629

6

3

0

62

9

629.64

632.20

632.20

632.41

632.65

63

1

6

3

1

631.00

631.00

632.40

632.70

X

X

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

XX

XX

ELEC

VEH

ELEC

VEH

20' 40'0

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IN

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E

RO

SIO

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ON

TR

OL

CIV

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IN

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25

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39

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ww

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site

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SOD NOTES:

1. ALL DITCHES, SWALES, AND

DISTURBED AREAS INSIDE

RIGHTS-OF-WAY AND

DRAINAGE EASEMENTS ARE TO

BE FULLY SODDED.

2. ALL DETENTION PONDS SHALL

RECIEVE FULL SOD FROM TOP

OF SLOPE TO TOP OF SLOPE

PRIOR TO ISSUANCE OF

CERTIFICATE OF OCCUPANCY.

3. ALL DISTURBED AREAS SHALL

HAVE A FULL STAND OF GRASS

PRIOR TO ISSUANCE OF

CERTIFICATE OF OCCUPANCY.

CIV

IL E

NG

IN

EE

RIN

G S

UR

VE

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HIT

EC

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AB

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AT

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E S

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UT

IO

NS

75

00

S

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em

oria

l P

ky., S

te

. 2

09

, H

un

tsville

, A

L 3

58

02

25

6.5

39

.12

21 w

ww

.4

site

in

c.b

iz

PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

E S

UR

FA

CE

P

AR

KIN

G

PR

EP

AR

ED

F

OR

C

IT

Y O

F H

UN

TS

VIL

LE

HU

NT

SV

IL

LE

, A

LA

BA

MA

-

M

AD

IS

ON

C

OU

NT

Y

SE

CT

IO

N 3

, T

OW

NS

HIP

4

S

OU

TH

, R

AN

GE

1 W

ES

T

17-226

DHALL

08.07.17

02.22.2017

JCARGILE

02.22.2017

CO

NS

TR

UC

TIO

N P

LA

NS

NOTE: SURVEY PROVIDED BY OTHERS.

STRAW WATTLE

(TYP)

STRAW WATTLE

(TYP)

STRAW WATTLE

(TYP)

STRAW WATTLE

(TYP)

CONSTRUCTION ENTRANCE

(TYP)

SILT FENCE

(TYP)

SILT FENCE

(TYP)

SILT FENCE

(TYP)

NOTE: ALL SPOT ELEVATIONS

ARE TO BACK OF CURB

UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE

RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR

GROUND LOCATIONS BEFORE DIGGING.

BUILDING 1

BUILDING 13

X

6

2

9

.0

4

X

6

2

8

.9

8

OHEOHE

OHE OHE

W WW W W

2

628.50

MAG

X

6

2

9

.0

4

X

6

2

8

.9

8

OHEOHE

OHE OHE

W WW W W

2

628.50

MAG

FFE: 632.71

FFE: 632.81

FFE: 632.82

FFE: 632.77

FFE: 632.89

FFE: 632.83

FFE: 633.09

FFE: 633.19

S

CO

627.61

CO

630

63

0

627

627

627

62

8

6

2

8

6

2

8

629

62

9

631

631

632

632

633

633

634

634

6

3

0

627

62

8

6

2

9

6

3

1

6

3

2

I.E. OUT= 627.44

EX 253

TOP= 632.60

I.E. IN= 626.21

I.E. OUT= 626.21

EX 254

TOP= 628.40

I.E. IN= 625.14

I.E. OUT= 625.14

30

0 LF

18

" R

CP

@ 0

.3

6%

S

T

O

R

M

S

E

W

E

R

EX 255

TOP= 628.56

I.E. IN= 624.31

I.E. OUT= 624.31

57 LF 24" RCP

@ 1.46%

EX 256

TOP= 627.66

I.E. IN= 623.71

I.E. OUT= 623.71

53 LF 18"X29" RCAP

@ 1.13%

EX 257

TOP= 627.17

15 LF 18"X29" RCAP

@ 2.34%

S

T

O

R

M

S

E

W

E

R

S

T

O

R

M

S

E

W

E

R

6

2

8

6

3

0

6

3

1 63

1

63

2

6

2

9

6

3

0

6

2

8

6

2

9

6

3

0

6

2

9

632

628

629

6

3

0

62

9

63

1

6

3

1

ELEC

VEH

ELEC

VEH

COH CURB INLET

N: 1536363.08

E: 421616.74

TOP= 629.25

I.E. IN= 624.99

I.E. OUT= 624.89

DOUBLE AREA INLET

N: 1536510.51

E: 421619.73

TOP= 628.75

I.E. OUT= 625.71

DOUBLE AREA INLET

N: 1536513.30

E: 421436.91

TOP= 628.75

I.E. OUT= 626.00

COH CURB INLET

N: 1536364.73

E: 421435.86

TOP= 627.76

I.E. IN= 624.00

I.E. IN= 624.00

I.E. OUT= 623.80

CONNECT TO EXISTING

STORM STRUCTURE

I.E. IN= 623.74

147 LF 18" RCP

@ 1.36%

145 LF 18" RCP

@ 0.50%

10 LF 18" RCP

@ 0.57%

179 LF 18" RCP

@ 0.50%

20' 40'

NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE

RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR

GROUND LOCATIONS BEFORE DIGGING.

0

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IO

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75

00

S

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em

oria

l P

ky., S

te

. 2

09

, H

un

tsville

, A

L 3

58

02

25

6.5

39

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21 w

ww

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site

in

c.b

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CIV

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NG

IN

EE

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UR

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YIN

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SC

AP

E A

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AB

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PROJECT NO.:

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OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

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CIV

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, A

L 3

58

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6.5

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.12

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site

in

c.b

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

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S

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SIDEWALK DETAIL

NOT TO SCALE

4"

W

SEE PLANS

3000 PSI

CONCRETE

NOTE: CONTRACTION JOINTS SHALL BE SPACED

AT "W" (MAX) CENTER TO CENTER, AND SHALL

BE FORMED USING PLASTIC OR HARDBOARD

PREFORMED STRIPS (1/3 DEPTH OF SLAB) PLACED

IN THE SIDEWALK AND CURB AT THE TIME OF

CONSTRUCTION, OR BY SAWCUTTING THE SIDEWALK

AND CURB TO 1/3 DEPTH WITHIN 12 HOURS

AFTER CONSTRUCTION.

UNLESS EXPLICITLY INDICATED OTHERWISE:

1. CROSS SLOPE ON SIDEWALKS SHALL NOT EXCEED 1.75%.

2. HAND RAILING IS REQUIRED WHERE THE RUNNING SLOPE

EXCEEDS 5%. (SEE ARCHITECTURAL FOR DETAILS)

3. LANDINGS ARE REQUIRED AT THE END OF SECTIONS EQUAL TO

OR EXCEEDING 4.75%. THESE LANDINGS SHALL NOT EXCEED 1.75%

SLOPE IN ANY DIRECTION.

4. RUNNING SLOPE SHALL NOT EXCEED 4.75% FOR ACCESSIBLE

ROUTES.

CONCRETE SIDEWALK &

TURN-DOWN CURB DETAIL

NOTE: CONTRACTION JOINTS SHALL BE

SPACED AT "W" (MAX) CENTER TO

PLASTIC OR HARDBOARD PREFORMED

STRIPS (1/3 DEPTH OF SLAB) PLACED

IN THE SIDEWALK AND CURB AT THE

JOINT SEALING

COMPOUND (TYP)

WHERE POSSIBLE.

CENTER, AND SHALL BE FORMED USING

TIME OF CONSTRUCTION, OR BY SAWCUTTING

THE SIDEWALK AND CURB TO 1/3 DEPTH

WITHIN 12 HOURS AFTER CONSTRUCTION.

MATCH LOCATION OF JOINTS IN PAVEMENT

1/2" PRE-MOLDED JOINT FILLER

PVMT. (TYP)

REQ'D BETWEEN CURB & CONC.

SEE DETAIL 9, C1.03 FOR

EXPANSION JOINT REQ'TS

NOT TO SCALE

1

"

R

6"

6"

6"

SEE PLANS

1/4" PER FT.

LIGHT BROOM STROKES

4"

FINISH (TYP)

"W"

SEE PAVEMENT SECTION

FOR REQUIREMENTS.

STANDARD PAVEMENT SECTION

NOT TO SCALE

31 2

3

4

4

2

1 168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE

WEARING COURSE, ALDOT, REF. 424-A OF THE

SPECIFICATIONS.

168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE

BINDER COURSE, ALDOT, REF. 424-B OF SPECIFICATIONS.

0.10 GAL./S.Y. EMULSIFIED ASPHALT OR 0.07 GAL./S.Y.

TACK COAT. ALL MATERIALS ARE TO BE IN ACCORDANCE

WITH SECTION 405 OF THE ALDOT SPECIFICATIONS.

6" LAYER OF DENSE GRADED LIMESTONE BASE COURSE

ALDOT REF. 301 OF SPECIFICATIONS. ALL MATERIALS

SHALL BE IN ACCORDANCE WITH SECTION 825,

TYPE "B", COMPACTION TO 100% PROCTOR DENSITY.

TOP 6" OF SUBGRADE IS TO BE COMPACTED TO

100% PROCTOR DENSITY. BELOW TOP 6" IS TO

BE COMPACTED TO 95% PROCTOR DENSITY AS

DETERMINED BY AASHTO T-99 COMPACTION

TEST. SEE PAVEMENT NOTES FOR ADDITIONAL

TESU.INFORMATION.

CONC. GUTTER

12"x12" ADA DETECTABLE WARNING PAVERS

HANDICAP RAMP @ 1:12 SLOPE MAX

6'-0"

(TYP)

LANDING (NO CURB)

LENGTH VARIES

(SEE PLAN)

SE

E P

LA

N

5'-6

"

A

A

PLAN VIEW

SECTION 'A-A'

PERSPECTIVE VIEW

6"

6

'-0

"

CO

NC

. GU

TT

ER

CO

NC

. LA

ND

ING

5'-6"

6"

4"

CONC. GUTTER

RAMP BEYOND

NOTE: CONTRACTION JOINTS SHALL BE

SPACED AT "W" (MAX) CENTER TO

CENTER, AND SHALL BE FORMED USING

PLASTIC OR HARDBOARD PREFORMED

STRIPS (1/3 DEPTH OF SLAB) PLACED

IN THE SIDEWALK AND CURB AT THE

TIME OF CONSTRUCTION, OR BY SAWCUTTING

THE SIDEWALK AND CURB TO 1/3 DEPTH

WITHIN 12 HOURS AFTER CONSTRUCTION.

MATCH LOCATION OF JOINTS IN PAVEMENT

WHERE POSSIBLE.

EXPANSION JOINT REQ'D @

BASE OF RAMP (TYP)

CONC. SIDEWALK @

GRADE (CONSTRUCT

AS 1 POUR)

TYPICAL HANDICAP RAMPS W/ LANDING DETAIL

NOT TO SCALE

NOTE: RAMPS & LANDINGS ARE TO BE

CONSTRUCTED WITH 3000 PSI CONCRETE.

1.5%

1.5

%

LANDING

3'-0"

CONCRETE PAVEMENT "A" DETAILS

NOT TO SCALE

SAWCUT TO 1/3 DEPTH

fc= 4000 psi MIN.(28 DAYS)

MIN. CONC. FLEXURAL STRENGHT = 650 PSI

CONCRETE PAVEMENT

SLUMP= 4" MAX.

OF SLAB WITHIN 12 HOURS

OF CONSTRUCTION.

SPACE CONTRACTION JOINTS AT

15' O.C. MAX. EACH WAY.

5/16"

1/2"

SILICONE SEAL

NON-SAG URETHANE JOINT

SEE PAVEMENT CONSTRUCTION

GENERAL NOTES

4"

ALDOT. SIZE NO. 410

COARSE AGGREGATE BASE

5"

1. 4" THICK CRUSHED AGGREGATE BASE COURSE

PLANT MIXED SHALL BE PLACED IN ACCORDANCE WITH

SECTION 301, ALDOT., LATEST MANUAL. ALL

MATERIALS SHALL BE IN ACCORDANCE WITH

SECTION 825, TYPE B. 100% COMPACTION.

2. CONCRETE PAVEMENT SHALL BE PLACED IN

ACCORDANCE WITH ALDOT, SECTION 450.

3. ALL SUBGRADES SHALL BE CLEARED AND

GRUBBED, SCARIFIED TO A DEPTH OF 6", AND THEN

RECOMPACTED TO 100% OF THE MAXIMUM DRY

DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE

(ASTM-D6798).

CONSTRUCTION NOTES:

REINFORCING

(SEE SITE PLAN FOR LOCATION)

WWF 6"x6" W4xW4 (4 GA)

xx x x xx x x x x x

BITUMINOUS EXPANSION

A RIGD OBJECT.

D

1"

AND FOOTING

JOINT FILLER ALONG WALL

TERMINATES AGAINST

WAY AND WHERE SLAB

AT 50' (MAX.) EACH

EXPANSION JOINTS

SEALANT (1/2"x1")

3/4" THICK CORK OR

NON-SAG URETHANE JOINT

CONCRETE PAVEMENT "B" DETAIL

NOT TO SCALE

fc= 4000 psi MIN.(28 DAYS)

MIN. CONC. FLEXURAL STRENGHT = 650 PSI

CONCRETE PAVEMENT

SLUMP= 4" MAX.

SEE PAVEMENT CONSTRUCTION

GENERAL NOTES

4"

ALDOT. SIZE NO. 410

COARSE AGGREGATE BASE

5"

6"

TOP SOIL

(SEE LANDSCAPE PLAN)

BLUE BACKGROUND

OR .063 ALUMINUM (TYP)

FABRICATE SIGN PANELS OF 16 GA.

FLAT BLACK ANODIZED FINISH

3"x3" ALUMINUM SQAURE TUBE

18"x8" SIGN

18"x18" SIGN

WHITE H'CAP SYMBOL

BLUE BACKGROUND

LETTERS (TYP)

1" HIGH WHITEH'CAP SPACES

REQ'D AT ALL

ACCESSIBLE

VAN

FINISHED PVMT. (TYP)

ELEVATION ABOVE

+7'-0"

+6'-0"

+5'-0"

PARKING ONLY

HANDICAPPED

WHERE NOTED ON PLANS

H'CAP SIGN DETAIL

NOT TO SCALE

SET SIGN POST IN CONCRETE (TYP)

TO A MINIMUM DEPTH OF 3'-0".

SIDE VIEWFRONT VIEW

FINISHED GRADE

6"X6"X1/2" THICK

ALUMINUM MOUNTING

PLATES WELDED TO

POST AND U-CHANNEL

ATTACH WITH 4 1/2"Ø

ALUMINUM BOLTS SAME

FINISH AS TUBING

(SAME FINISH AS TUBING)

2"±

7

5

°

FLAT BLACK ANODIZED FINISH (TYP)

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CIV

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IN

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

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FA

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P

AR

KIN

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Y O

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NSCITY OF HUNTSVILLE CURB INLET

4'-0"

6"

6"

3'-0

"

18" 6"

4-#6 DIAGONAL BARS

AROUND OPENING

STANDARD CITY OF

HUNTSVILLE RING &

COVER

#3'S @ 4" O.C. EACH WAY

#5'S @ 8" O.C. EACH WAY

#3'S @ 4" O.C. EACH WAY

1.5

"

CL

R

36" MIN.

24"

11"

8"

6"

8"

6"

#3'S @ 11" O.C.

VA

RIE

S

"H

"

6"

8"

RING & COVER

6"

17-3/4"

2"

CLR

.

#5'S @ 8" O.C.

EACH WAY

GROUT

36" MIN. 6"6"

FLOW

DIR

EC

TIO

N O

F F

LO

W

#3'S @ 11" O.C.

4'-0"

6"

6"

3'-0

"

18" 6"

FLO

WF

LO

W

4-#6 DIAGONAL BARS

AROUND OPENING

STANDARD CITY OF

HUNTSVILLE RING &

COVER

36" MIN. 6"6"

#3'S @ 11" O.C.

29-3/4" 29-3/4"

NEENAH SERIES R-3067-B OR

APPROVED EQUAL

NEENAH SERIES R-3067-B OR

APPROVED EQUAL

'A' 'A'

'B'

'B'

'C'

'C'

'A' 'A'

SINGLE CURB INLET

PLAN VIEW

SECTION 'B-B'

SECTION 'A-A'

DOUBLE CURB INLET

PLAN VIEW

SECTION 'C-C'

FLOW FLOW

NOT TO SCALE

BRICK WALL

DETAIL

WHEN BRICK CONSTRUCTION IS USED, WALLS

WILL BE 8" BRICK WHEN "H" IS LESS THAN

5'-0" AND 12" BRICK WHEN "H" IS MORE THAN

5'-0".

1/2" THICK MORTAR REQUIRED ON BOTH

SIDES INSIDE & OUTSIDE OF WALLS.

TO TOP OF TOP SLAB IS GREATER THAN 4'-0".

WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE

3. STEPS ARE REQUIRED ON ALL INLET BOXES

TO ASTM A-305.

BARS, ASTM A-15 AND DEFORMATIONS CONFORMING

FOR BILLET STEEL CONCRETE REINFORCEMENT

REQUIREMENTS OF THE STANDARD SPECIFICATIONS

DEFORMED BARS AND SHALL CONFORM TO THE

2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRADE 60)

OF 3000 PSI IN 28 DAYS.

DEVELOP A MINIMUM COMPRESSIVE STRENGTH

1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL

NOTES

SEE BRICK WALL DETAIL FOR BRICK

WALL CONSTRUCTION

FOR DEPTHS OVER 4'-0"

CONSTRUCT EXTENSION

AS DASHED

Sheet: 1

File: Z:\CAD Details\DET\STORM SEWER\COH LID.pdf

Missing or invalid reference

Sheet: 1

File: Z:\CAD Details\DET\STORM SEWER\COH LID.pdf

Missing or invalid reference

CITY OF HUNTSVILLE JUNCTION BOX

NOT TO SCALE

WITH HAND HELD MECHANICAL TAMPERS

COMPACT THIS PORTION OF TRENCH

PROCTOR DENSITY.

LAYERS TO 85% STANDARD

COMPACTED SOIL IN 12 INCH

NOT TO SCALE

STORM SEWER PIPE BEDDING

SETTLEMENT

TO ALLOW FOR

MOUND BACKFILL

WORK MATERIAL AROUND PIPE.

EXCAVATION.

BACKFILL FROM

STONE OR SELECT

ALDOT NO. 78

STORM SEWER IN NON-TRAFFIC AREAS

P

IP

E

OF PIPE

D

IA

.

O

F

BELL DIA.

MIN.

1'-0"

MIN.

1'-0"

MIN

.

4"

2'

TRAFFIC AREAS OR WITHIN STREET RIGHTS-OF-WAY

D

IA

.

O

F

BELL DIA.

OF PIPE

METHOD "B" STORM SEWERS IN PROPOSED

1'-0"

MIN.

1'-0"

MIN.

P

IP

E

4"

CRUSHED STONE

ALDOT NO. 78

MIN

.

1'-0

"

TO MEET OSHA REGULATIONS.

SLOPE AS REQUIRED

DENSE GRADED BASE

FINISHED PAVEMENT

DENSE GRADED BASE

BY STREET SECTION

MATERIAL AS REQ'D

ASPHALT PAVING

GRATE OR APPROVED EQUIVALENT

V-5161-1 HEAVY DUTY FRAME &

USE "EAST JORDAN IRON WORKS"

E

W

PLAN - JUNCTION BOX

JUNCTION BOX / AREA INLET (15"-24" PIPES)

(TYP)

15" LAP

GRADE

FINISHED

(TYP)

EACH WAY

#5's @ 6" O.C.

#5's @ 6" O.C.

EACH WAY

(T

YP

)

15

" L

AP

2" CLR.

6"

"A

"

PLAN - AREA INLET

"A

"

8"

6"2'-6"

10

'-0

" (M

AX

.)

5

C6

1-#5

(TYP)

8"

TO DRAIN

3" C

LR

.

(T

YP

)

SECTION "A"-"A"

GROUT AS NEEDED

SLOPE BOTTOM W/

6'-3"

5'-3"6"

NOT TO SCALE

3'-6"

2'-6"

S

O

R

M

S

T

6"

"A"

3'-6

"

6"

6"

2'-6

"6

"

DEFORMATIONS CONFORMING TO ASTM A-305.

STRENGTH OF 3000 PSI AT 28 DAYS (CLASS "A").

AND SHALL CONFORM TO THE REQ'TS OF THE STANDARD

SPECIFICATIONS FOR BILLET STEEL (ASTM A-15), WITH

2. ALL REINFORCING SHALL BE GRADE 60 DEFORMED BARS,

1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

NOTES:

3'-6

"

6

C6

6"

6"

"A"

6"

1-#5

(TYP)

E

R

2'-6

"

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in

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NO SCALE

CIV

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NG

IN

EE

RIN

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UR

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YIN

G LA

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SC

AP

E A

RC

HIT

EC

TU

RE

CO

LL

AB

OR

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IV

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IG

N + C

RE

AT

IV

E S

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UT

IO

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75

00

S

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l P

ky., S

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. 2

09

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, A

L 3

58

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6.5

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.12

21 w

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site

in

c.b

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

E S

UR

FA

CE

P

AR

KIN

G

PR

EP

AR

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F

OR

C

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Y O

F H

UN

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NT

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IL

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, A

LA

BA

MA

-

M

AD

IS

ON

C

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1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

NOTES:

INLET PROTECTION

STRAW WATTLES

DRAINAGE GRATE

STORM DRAIN INLET

3. FIBER ROLLS SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT STORM EVENT TO CLEAR AND DISPOSE

OF SEDIMENT AND DEBRIS.

SEDIMENT IS CAPTURED

BEHIND ROLLS

NOT TO SCALE

24" WOOD

STAKES (TYP)

STRAW WATTLE TO

EXTEND TO TOP OF DITCH

DITCH PROTECTION

NOT TO SCALE

LENGTH VARIES

LENGTH VARIES LENGTH VARIES

STRAW WATTLE TO

EMBEDDED 2-3" DEEP AND

STAKED INTO GROUND W/

24" WOOD STAKES (TYP)

(SEE TABLE) (SEE TABLE)

SLOPE PROTECTION

NOT TO SCALE

3'-0" MAX.

EMBED WATTLE

2-3" INTO

GROUND &

STAKE AS REQ'D

WATTLE SPACING PER SLOPE TABLE

SLOPE GRADIENT WATTLE SPACING (FT)

< 6:1 (16.6%) 50'-0"

6:1 - 4:1 (16.6 - 25%) 25'-0"

4:1 - 2:1 (25 - 50%) 20'-0"

2:1 - 1:1 (50 - 100%) 10'-0"

SLO

PE

SLO

PE

STRAW WATTLE

INSTALLATION DETAILS

NOT TO SCALE

CONSTRUCTION ENTRANCE

NOT TO SCALE

1

5

' M

IN

H

A

R

D

S

U

R

F

A

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E

P

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B

L

IC

R

O

A

D

2 TO 3 INCH

AGGREGATE

TEMPORARY

5

0

' M

IN

.

6"

MIN

.

DETAILS FOR PLACING

SILT FENCES

NOT TO SCALE

1. Set posts and excavate a 6" x 6" trench

upslope along the line of posts. Posts

6"

6"

2. Staple wire fencing to posts.

6"

3. Attach the filter fabric to the wire fence

and extend it to the trench.

6"

3. Backfill and compact the excavated soil.

Filter Fabric

Wire

should be installed 18" deep at minimum.

1/4"

1/

4

" R

1/2" PRE-MOLDED JOINT FILLER

REQ'D BETWEEN CURB & CONC. PVMT. (TYP)

JOINT SEALING COMPOUND (TYP)

NOTE: SPACE EXPANSION JOINTS AT

50' MAX., AND AT ALL LOCATIONS

TERMINATES AGAINST A RIGID OBJECT.

WHERE CURB OR SIDEWALK

SIDEWALK & CURB

NOT TO SCALE

EXPANSION JOINT DETAIL

NOT TO SCALE

6"X16" CURB DETAIL

REQ'D BETWEEN CURB & CONC. PVMT. (TYP)

1/2" PRE-MOLDED JOINT FILLER

PER PAVEMENT REQ'TS

COMPACTED SUBGRADE

16

"

6"

SEE PVMT. DETAIL

NOTE: CONTRACTION JOINTS SHALL BE

CENTER, AND SHALL BE FORMED USING

PLASTIC OR HARDBOARD PREFORMED

STRIPS (1/3 DEPTH OF SLAB) PLACED

IN THE SIDEWALK AND CURB AT THE

TIME OF CONSTRUCTION, OR BY SAWCUTTING

THE SIDEWALK AND CURB TO 1/3 DEPTH

WITHIN 12 HOURS AFTER CONSTRUCTION.

SPACED AT 15" (MAX) CENTER TO

MATCH LOCATION OF JOINTS IN PAVEMENT

WHERE POSSIBLE.

JOINT SEALING COMPOUND (TYP)

EXPANSION JOINT REQ'TS

SEE DETAIL 6, C1.05 FOR

(TYP)

1"R

6"

5"

FA

CE

O

F G

UT

TE

R

2

"

R

6"

6"

12

"

2

"

R

3" M

IN

6"

NOT TO SCALE

EXTEND BASE

6" BEYOND

BACK OF CURB

CURB & GUTTER

STANDARD

SEE TYPICAL PAVEMENT

SECTION FOR REQUIREMENTS

18"6"

1 1\2"

FA

CE

O

F C

UR

B

BA

CK

O

F C

UR

B

24" IN STATE R-O-W

CONTRACTION JOINTS REQ'D AT 10' O.C.

MAX., AND 1/2" EXP. JOINTS REQ'D AT

50' O.C. MAX. (PER CITY OF HUNTSVILLE

STD. SPEC'S FOR CONSTR. PROJECTS)

DISTANCE OF 10 FEET.

TO SPILL GUTTER OVER A

NOTE: TRANSITION FROM STANDARD

BA

CK

O

F C

UR

B

EXTEND BASE

BACK OF CURB

6" BEYOND

6"

3" M

IN

12

"

FA

CE

O

F G

UT

TE

R

18"6"

NOTE: TRANSITION FROM STANDARD

NOTE: TRANSITION FROM 24" GUTTER

TO 18" GUTTER OVER 10'.

SECTION FOR REQUIREMENTS

SPILL CURB & GUTTER

(ALTERNATE)

NOT TO SCALE

24" IN STATE R-O-W

SEE TYPICAL PAVEMENT

1 1\2"

2

"

R

2

"

R

6"

6"

7"

TO SPILL GUTTER OVER A

DISTANCE OF 10 FEET.

LOCATIONS WHERE CONCRETE CURB & GUTTER TERMINATES

SPACED AT NO MORE THAN 50' APART, AND AT ALL

NOTE: EXPANSION JOINTS (1/2" WIDE) SHALL BE

(1/8" WIDE x 1/3 DEPTH) SHALL BE SPACED AT NO

MORE THAN 10' APART.

AGAINST A "RIGID" OBJECT. CONTRACTION JOINTS

FA

CE

O

F C

UR

B

MOUNTABLE CURB

NOT TO SCALE

2'-0"

18" 6"

1"

7"

6"

10"

SEE STANDARD CURB AND GUTTER

DETAIL FOR JOINT REQUIREMENTS

PAVEMENT

BUILDING 1

BUILDING 1

(OPEN AIR,ROOF ABOVE)

AA

AA

BB

LUMINAIRE SCHEDULE

Symbol Label Qty File Mounting Height LLF WattsCatalog Number Description Lamp

STATISTICS

Description Avg Max Min Max/Min Avg/Min

Property Line - West Lot 0.4 fc 0.8 fc 0.1 fc 8.0:1 4.0:1

1.4 fc 3.8 fc 0.5 fc 7.6:1 2.8:1PVA Area - West Lot

A 4 VLL-PLED-5W-80LED-700mA-

NW.IES

30'-0' 0.96 372.2

B 2 VLL-PLED-3W-80LED-700mA-

NW-HS.ies

30'-0" 0.96 186

VLL-LED-PLED-80LED-VSQ-W-700mA-NW

EIGHTY WHITE LIGHTEMITTING DIODES(LEDS), VERTICAL BASE--UP POSITION.

VLL-LED-PLED-80LED-III-W-700mA--NW-HS-PLED

EIGHTY WHITE LIGHTEMITTING DIODES(LEDS), VERTICAL BASE--UP POSITION.

CAST BLACK PAINTED FINNED METAL HOUSING,CAST BLACK PAINTED METAL DRIVER COVER, 4CIRCUIT BOARDS EACH WITH 20 LEDS, 1 CLEARPLASTIC OPTIC BELOW EACH LED, 1 MOLDEDBLACK PLASTIC HOUSE SIDE SHIELD BELOW EACHOPTIC, 1 FORMED SEMI- SPECULAR METAL OPTICMOUNTING PLATE BELOW EACH CIRCUIT BOARD,TYPE III-WIDE DISTRIBUTION WITH HOUSE SIDESHIELD, 700mA DRIVE CURRENT, 4000KCOLOR TEMPERATURE.

CAST BLACK PAINTED FINNED METAL HOUSING,CAST BLACK PAINTED METAL DRIVER COVER, 4CIRCUIT BOARDS EACH WITH 20 LEDS, 1 CLEARPLASTIC OPTIC BELOW EACH LED, 1 FORMEDSEMI- SPECULAR METAL OPTIC MOUNTING PLATEBELOW EACH CIRCUIT BOARD, TYPE V-WIDEDISTRIBUTION, 700mA DRIVE CURRENT, 4000KCOLOR TEMPERATURE.

SP1.1

OHE OHE OHE

W W W W

DRIVE ALABAMA HIGHWAY 53

OHE OHE OHE

W W W W

FFE: 632.81

FFE: 632.82

FFE: 632.77

FFE: 632.89

FFE: 632.83

FFE: 633.09

ELEC

VEH

ELEC

VEH

20' 40'0

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LANDSCAPE NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES ON THE SITE. REPAIR DAMAGED UTILITIES TO

OWNER'S SATISFACTION AT NO ADDITIONAL COST.

2. VERIFY QUANTITIES ON PLANS BEFORE PRICING WORK AND PROVIDE PLANT MATERIAL IN SIZES AND VARIETIES SHOWN ON THE

DRAWINGS AND PLANT LIST.

3. ALL PLANT MATERIAL SHALL BE GUARANTEED ONE FULL YEAR, FREE REPLACEMENT ON LABOR & MATERIAL. SEPARATE

AGREEMENT WITH INSTALLER SHALL BE PROVIDED, TO INCLUDE CONTACT NAME/PH. NUMBERS

4. SOD ALL AREAS ACCORDING TO LANDSCAPE PLAN AND SEED ALL OTHERS.

5. LANDSCAPE ARCHITECT MAY OR MAY NOT AT HIS/HER DISCRETION ACCEPT SUBSTITUTIONS.

6. PROVIDE FRESHLY DUG TREES AND SHRUBS. DO NOT USE NATURALLY COLLECTED MATERIALS.

7. PLANT MATERIAL STORED ON THE SITE MORE THAN 8 HOURS PRIOR TO PLANTING SHALL BE HEALED IN WITH MULCH AND KEPT

MOIST.

8. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES.

9. STAKE PLANT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. ADJUST STAKE LOCATIONS AS

DIRECTED.

10. ALL PLANTS SHALL MEET SPECIFICATIONS. ROOTBALLS SHALL MEET OR EXCEED SIZE STANDARDS SET FORTH IN ANSI 260.1,

'AMERICAN STANDARD FOR NURSERY STOCK'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT.

11. MULCH PLANT PITS AND PLANTING BEDS WITH PINE STRAW OR SHREDDED WOOD CHIPS TO A DEPTH OF 3 INCHES.

12. PREPARE ALL TOPSOIL TO BE USED IN ALL PLANTING AREAS IN THE FOLLOWING PROPORTIONS:

4 PARTS TOP SOIL

2 PARTS DECOMPOSED ORGANIC MATTER

1 PART APPROVED SOIL AMENDMENT

1 PART MYCHORIZAE FUNGI PER MANUFACTURER SPEC'S

13. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR DEFOLIATES WITHIN 5 DAYS AFTER PLANTING. REPLACE

IMMEDIATELY WITH APPROVED SPECIFIED PLANT MATERIAL.

14. WHEN LANDSCAPE WORK IS COMPLETE, LANDSCAPE ARCHITECT WILL, UPON REQUEST MAKE AN INSPECTION TO DETERMINE

ACCEPTABILITY.

15. MAINTAIN ALL PLANT MATERIAL UNTIL THE JOB IS ACCEPTED IN FULL BY THE LANDSCAPE ARCHITECT UNLESS OTHERWISE

SPECIFIED.

16. LOCATE PLANT MATERIAL PRIOR TO SUBMITTING BID / OR QUALIFY BID WITH RECOMMENDED PLANT SUBSTITUTIONS.

SUBMISSION OF BID SHALL CONSTITUTE CONTRACTORS ACCEPTANCE OF PLANT AVAILABILITY.

17. ALL TREES WILL BE MULCHED WITH PINE STRAW OR SHREDDED WOOD CHIPS, AND BE STAKED AS SHOWN ON DRAWINGS.

STAKES AND GUY WIRE TO BE REMOVED BY AND REMAIN THE PROPERTY OF THE CONTRACTOR.

NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE

RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR

GROUND LOCATIONS BEFORE DIGGING.

NOTE: THE SOD SHALL BE PLACED ON THE PREPARED

SURFACE WITH THE EDGES IN CLOSE CONTACT, CRACKS

BETWEEN BLOCKS OF SOD SHALL BE CLOSED WITH SMALL

PIECES OF SOD, AND ACCEPTABLE LOAMY TOP SOIL SHALL

BE USED TO FILL JOINTS. THE ENTIRE SODDED AREA SHALL

THEN BE TAMPED IN PLACE IN A SATISFACTORY MANNER

AND WATERED AS NECESSARY.

NOTE: THE OWNER, LESSEE, OR HIS AGENT SHALL BE

RESPONSIBLE FOR PROVIDING, MAINTAINING, AND

PROTECTING ALL LANDSCAPING IN A HEALTHY AND GROWING

CONDITION, AND FOR KEEPING IT FREE FROM REFUSE AND

DEBRIS. ALL UNHEALTHY AND DEAD MATERIALS SHALL BE

REPLACED WITHIN ONE YEAR AFTER NOTIFICATION OR

DURING THE NEXT APPROPRIATE PLANTING PERIOD,

WHICHEVER COMES FIRST.

CITY OF HUNTSVILLE LANDSCAPE

REQUIREMENTS

ZONE: C4

PERIMETER LANDSCAPE:

887 LF OF 5' LANDSCAPE STRIP - 1 TREE & 6 SHRUBS PER 50

LF

PERIMETER TREES REQUIRED = 18

PERIMETER TREES PROVIDED = 18

PERIMETER SHRUBS REQUIRED = 107

PERIMETER SHRUBS PROVIDED = 111

INTERIOR LANDSCAPE:

1 TREE AND 4 SHRUBS PER 200 SF OF LANDSCAPE AREA

TOTAL INT (SF) X [1.826 + (0.00435 X TOTAL # PARKING SPACES PLANNED)] = MIN INTERIOR LS (SF)

100

INTERIOR PVA REQ

INTERIOR TREES REQUIRED = 14

INTERIOR TREES PROVIDED = 19

INTERIOR SHRUBS REQUIRED = 56

INTERIOR SHRUBS PROVIDED = 61

CIV

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

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UR

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P

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17-226

WMULLINS

08.07.17

AWHARTON

03.01.18

CO

NS

TR

UC

TIO

N P

LA

NS

03.01.18

PLANT SCHEDULE

IRRIGATION SCHEDULE

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NO SCALE

PLAN VIEW

(D

IS

TU

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A

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DIA

ME

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R O

F R

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TW

O T

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(D

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ELEVATION VIEW

TREE PLANTING

NOT TO SCALE

EVERGREEN TREE PLANTING

NOT TO SCALE

ELEVATION VIEW

(D

IS

TU

RB

ED

A

RE

A)

TW

O T

IM

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PLAN VIEW

SHOVEL-CUT EDGE

NOT TO SCALE

PLAN VIEW

TYPICAL MULTI-STEM TREE PLANTING

ELEVATION VIEW

NOT TO SCALE

SHRUB PLANTING

ELEVATION VIEW

PLAN VIEW

NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE

RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR

GROUND LOCATIONS BEFORE DIGGING.

NOT TO SCALE

GROUND COVER PLANTING

FURNISH AND INSTALL GROUND COVER

MINIMUM 6" TOPSOIL

AT 15" O.C.

FURNISH AND INSTALL

MINIMUM 2" MULCH

ARRANGE ROOTS NATURALLY

EDGE AS SHOWN ON DRAWING

MINIMUM 6" PLANTING MEDIUM

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PROJECT NO.:

DRAWN BY:

FIELD DATE:

OFFICE DATE:

CHECKED BY:

PLOT DATE:

SHEET

REVISIONS:

WE

ST

S

ID

E S

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FA

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17-226

WMULLINS

08.07.17

AWHARTON

03.01.18

CO

NS

TR

UC

TIO

N P

LA

NS

03.01.18

PLANT SCHEDULE