Post on 27-Aug-2018
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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17-226
DHALL
08.07.17
02.22.2017
JCARGILE
02.22.2017
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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
REVISIONS:
WE
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S
ID
E S
UR
FA
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P
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17-226
DHALL
08.07.17
02.22.2017
JCARGILE
02.22.2017
CO
NS
TR
UC
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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
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
CIT
Y-B
US
- C
ity T
ra
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
0
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IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
EXISTING INTER CONTOURS
PROPOSED INTER CONTOURS
UNDERGROUND TELEPHONE LINE (AT&T)
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
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
LIE
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F
IL
ES
\S
TO
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US
E P
RO
PE
RT
IE
S\17
-2
26
S
TO
VE
HO
US
E P
RO
PE
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IE
S\D
ES
IG
N\E
NG
IN
EE
RIN
G\C
ON
ST
RU
CT
IO
N S
HE
ET
S\17
-2
26
S
TO
VE
HO
US
E W
ES
T P
AR
KIN
G S
HE
ET
S
C-3.0
LA
YO
UT
P
LA
N
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
G:\C
LIE
NT
F
IL
ES
\S
TO
VE
HO
US
E P
RO
PE
RT
IE
S\17
-2
26
S
TO
VE
HO
US
E P
RO
PE
RT
IE
S\D
ES
IG
N\E
NG
IN
EE
RIN
G\C
ON
ST
RU
CT
IO
N S
HE
ET
S\17
-2
26
S
TO
VE
HO
US
E W
ES
T P
AR
KIN
G S
HE
ET
S
C-4.0
GR
AD
IN
G &
E
RO
SIO
N C
ON
TR
OL
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
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
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
G:\C
LIE
NT
F
IL
ES
\S
TO
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HO
US
E P
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PE
RT
IE
S\17
-2
26
S
TO
VE
HO
US
E P
RO
PE
RT
IE
S\D
ES
IG
N\E
NG
IN
EE
RIN
G\C
ON
ST
RU
CT
IO
N S
HE
ET
S\17
-2
26
S
TO
VE
HO
US
E W
ES
T P
AR
KIN
G S
HE
ET
S
C-5.0
ST
OR
M D
RA
IN
AG
E P
LA
N
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
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IV
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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
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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
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AR
ED
F
OR
C
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Y O
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SV
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LA
BA
MA
-
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IS
ON
C
OU
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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
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NS
G:\C
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IO
NS
75
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S
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em
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l P
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te
. 2
09
, H
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tsville
, A
L 3
58
02
25
6.5
39
.12
21 w
ww
.4
site
in
c.b
iz
NO SCALE
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
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CO
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AB
OR
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E D
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IG
N + C
RE
AT
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E S
OL
UT
IO
NS
75
00
S
. M
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
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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
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NS
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)
G:\C
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OR
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IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
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S
. M
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
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NO SCALE
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
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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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N D
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S
CIV
IL E
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IN
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RIN
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UR
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YIN
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ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
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AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
NO SCALE
CIV
IL E
NG
IN
EE
RIN
G S
UR
VE
YIN
G LA
ND
SC
AP
E A
RC
HIT
EC
TU
RE
CO
LL
AB
OR
AT
IV
E D
ES
IG
N + C
RE
AT
IV
E S
OL
UT
IO
NS
75
00
S
. M
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
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NS
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
C
E
P
U
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
IL
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IN
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AN
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CA
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A
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RE
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IV
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OL
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
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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
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AR
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F
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C
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Y O
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HU
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SV
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ON
C
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Y
SE
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N 3
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HIP
4
S
OU
TH
, R
AN
GE
1 W
ES
T
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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tsville
, A
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58
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site
in
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NO SCALE
PLAN VIEW
(D
IS
TU
RB
ED
A
RE
A)
DIA
ME
TE
R O
F R
OO
T B
AL
L
TW
O T
IM
ES
DIA
ME
TE
R
RO
OT
B
AL
L
TW
O T
IM
ES
DIA
ME
TE
R O
F R
OO
T B
AL
L
(D
IS
TU
RB
ED
A
RE
A)
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
ES
DIA
ME
TE
R O
F R
OO
T B
AL
L
(D
IS
TU
RB
ED
A
RE
A)
DIA
ME
TE
R O
F R
OO
T B
AL
L
TW
O T
IM
ES
DIA
ME
TE
R
RO
OT
B
AL
L
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
CIV
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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
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PR
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AR
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F
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C
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1 W
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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