© 2016 Moody/Nolan Inc.
NEW RESIDENCE HALL
Alabama A&M University
Meridian Street
Normal, AL
PREPARED BY:
PRINT DATE: 4/15/2016 2:58:35 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
7500 Memorial Parkway SW
Suite 209
Huntsville, AL 35802
(256) 539-1221
SITEWORK PACKAGE - SITE OF FORMER GRAVITT APARTMENTS
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
GENERAL NOTES
SEEDING NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS.
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.
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.
4.
SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL PH OF 5.5 TO 6.5.
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.
5.
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.
"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.
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.
landscape
architecture
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.
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
FINISHED GRADE.
PROPOSED SPOT ELEVATIONS SHOWN ARE
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.
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).
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.
REINFORCED CONCRETE NOTES
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.
1.
ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (CLASS "A."), UNLESS NOTED
OTHERWISE ON THE PLANS.
7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT FROM
STORM PIPE SYSTEM.
2.
ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEY DETAIL ON
THE PLANS.
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.
3.
ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM TO STM A615, FOR BILLET STEEL.
9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN ON THE GRADING PLAN. SPREAD AND GRADE COLLECTED
MATERIALS, AND SEED.
4.
LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.
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.
#
DATE
CHANGE DESCRIPTION
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Project Notes
Sitework Package
Tech. Coord.: Checker
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C101
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
landscape
architecture
705
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
700
710
70
9
7009
79
70
8
710
705
707
707
709
708
703
708
709
8
709
706
703
702
702
70
1
70
1
700
704
8
707
5
70
701
70
0
8
70
8
70
708
RELOCATE EX. POWER
POLE TO THE NORTH
8
70
(APPROXIMATE LOCATION)
70
707
DEMO EX. SIDEWALK
& CURB & GUTTER AS
NEEDED FOR CONSTRUCTION
OF NEW DRIVE
(SEE SHEET C103)
708
707
70
8
708
709
709
707
708
706
707
705
706
8
70
708
707
DEMOLITION OF
WATCH TOWER
TO BE COMPLETED
BY OWNER.
707
707
701
709
708
70
2
707
DEMO/ABANDON EX.
UTILITIES AS NEEDED FOR
CONSTRUCTION.
707
707
70
9
708
DEMO EX. SANITARY
LATERAL (APPROXIMATE
LOCATION)
707
3
70 0
695
695
700
696
695
695
705
70
0
7 00
700
700
#
700
697
70
70 0
697
DATE
CHANGE DESCRIPTION
8
708
70
702
4
70
701
70
705
704
706
703
705
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
705
705
705
2
70
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
704
Alabama A&M University
4
70
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
SCALE: 1" = 20'
0
20'
40'
60'
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Demolition Plan
Sitework Package
Tech. Coord.: Checker
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C102
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
DUMPSTER
PAD
R238.00'
706
70
7
0
.0
R5
101.38'
708
6.00'
'
705
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
NEW F.H.
5.00'
5.
707
00
DO NOT POLLUTE DRAINS TO WATERWAYS
W
0
2.
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
W
ASPHALT DRIVE
TO MECHANICAL
YARD
W
W
W
W
R3
.0
0
'
15.95'
GAS
25' X 50' CONC. PAD
FOR MECHANICAL YARD
DUCTILE IRON
W
W
6" FIRE
LINE
710GAS
GAS
NEW GAS LINE
TO SERVE
MECHANICAL YARD
W
W
W
W
GAS
W
W
WATER VAULTS
(INSTALL FDC BY
BACKFLOW PREVENTER)
GAS
GAS
GAS
G
GAS
W
R3.00'
12.00'
'
37.69
W
DO NOT POLLUTE DRAINS TO WATERWAYS
W
12.00'
R144.00'
'
0'
NYLOPLAST
W
GAS
W
0'
.00
R3
5.00'
TAPPING SLEEVE
& VALVE
NEW GAS
METER
9.00'
DUCTILE IRON
DUCTILE IRON
W
8.00'
1" IRRIGATION
METER
3" D.I. DOMESTIC
WATER
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
W
F.H. FOR
MECHANICAL
YARD
EX SSMH
TOP= 707.76
I.E. IN (N)= 697.46
I.E. IN (E)= 698.46
I.E. IN (W)= 698.46
I.E. OUT= 697.36
5.00'
WALK
8.00'
C.O. WITHIN 5' OF BLDG.
(SEE PLUMBING PLAN)
N: 1558126.90
E: 434169.73
25.00'
DUMPSTER
PAD
5'X5'
CONC. PAD
5.00'
WALK
7.00'
WALK
W
704
9.00'
703
N: 1558131.97
E: 433868.44
R1
24.00'
COORDINATE W/ M.E.P.
ON CONNECTION TO
BUILDING
S
C
" PV
F 6 8%
L
65 2.9
@
GAS
W
702
701
700
699
698
697
696
180.00'
6.00'
'
NYLOPLAST
DUCTILE IRON
NEW F.H.
0
5.
R1
5.00'
'
00 K
6. AL
W
8.00'
R56
R1
8.00'
DUCTILE IRON
708
R3
0'
8.00'
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
.70'
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
5 LF 6" PVC
@ 2.00%
.0
9.00'
WALK
DO NOT POLLUTE DRAINS TO WATERWAYS
10.00'
WALK
DO NOT POLLUTE DRAINS TO WATERWAYS
W
MERIDIAN ST.
W
707
'
5.00LK
WA
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
25.50'
37.00'
W
9.00'
WALK
708
DUCTILE IRON
5.00
WA '
LK
24.00'
9.00'
NEW RESIDENCE HALL
F.F.E.= 708.50
NYLOPLAST
6" FIRE LINE TO
EXTEND TO
NW CORNER
OF BLDG.
20.00'
(TYP)
21.00'
707
8
70
5.00'
WALK
695
8
70
UP
DUCTILE IRON
15.00'
DUCTILE IRON
DUCTILE IRON
NYLOPLAST
24.00'
NYLOPLAST
DUCTILE IRON
70
7
DO NOT POLLUTE DRAINS TO WATERWAYS
7
70
5.00'
6.00'
CROSS
WALK
(7) HANDICAP SPACES
(2% MAX SLOPE
ANY DIRECTION
0'
.0
5
R
9'-8"
WALK
9'-8"
WALK
W
NYLOPLAST
DUCTILE IRON
S
NYLOPLAST
9.00'
CONC.
DO NOT POLLUTE DRAINS TO WATERWAYS
6
LANDING
REQ'D
70
(SEE DETAIL)
'
50
NEW SSMH
TOP= 707.00
I.E. IN (N)= 699.12
(APPROXIMATE)
I.E. IN (NW)= 699.32
I.E. IN (W)= 699.32
8.00'
W
704
703
9.00'
(TYP)
702
701
5.
W 00'
AL
K
NYLOPLAST
.
R4
DUCTILE IRON
142 LF 4" PVC
@ 3.65%
DUCTILE IRON
23.00'
697
5.00'
'
R4
706
C.O. WITHIN 5' OF BLDG.
(SEE PLUMBING PLAN)
70
7
'
50
NYLOPLAST
73
@ LF 6
1.4 " P
8% VC
5 LF 6" PVC
@ 2.00%
W
7.00'
WALK
UP
'
00 K
6. AL
W
700
699
698
.
R4
707
24.00'
20.00'
(TYP)
311.00'
N: 1558394.20
E: 434174.22
8.00'
N: 1558399.26
E: 433872.93
5.00'
WALK
5.00'
WALK
DUCTILE IRON
UP
24.00'
0
.5
NYLOPLAST
707
708
W
.
R5
'
00
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
landscape
architecture
26.00'
7
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
46.14'
8
70
15.00'
26.00'
70
70
9.00'
4
3
2
0'
4 .5
05
0'
5.0
R1
R
70
70
70
1
24.00'
5.
00
'
0
R2
land
surveying
EX. SANITARY
SEWER MAIN
319.38'
F.H. W/
VALVE
20.00'
(TYP)
EX. GAS MAIN
(EXACT LOCATION
UNKNOWN)
HANDICAP PARKING
EX. 8" CAST
IRON WATER MAIN
(APPROXIMATE)
MECHANICAL YARD WALL
(ADD "WEEPS" ON SOUTH
SIDE FOR DRAINAGE)
(DESIGN BY OTHERS)
SCALE: 1" = 10'
EX. SANITARY
SEWER MAIN
0
10'
20'
30'
SCALE: 1" = 30'
LEGEND
0
BOC
BACK OF CURB
CONC.
CONCRETE
EL., ELEV.
ELEVATION
EOP
EDGE OF PAVEMENT
ESM'T
EASEMENT
EX.
EXISTING
F.F.E.
FINISHED FLOOR ELEVATION
FG
FINISHED GRADE
F.S.L.
FRONT SETBACK LINE
I.E.
INVERT ELEVATION
INV.
INVERT
LF
LINEAR FEET
OVERHEAD TELEPHONE LINE
LOC.
LOCATION
OVERHEAD ELECTRIC LINE
MAX.
MAXIMUM
M.B.L.
MINUMUM BUILDING LINE
M.H.
MANHOLE
MIN.
MINIMUM
N.I.C.
NOT IN CONTRACT
30'
60'
90'
CONCRETE MONUMENT, FOUND
CONCRETE MONUMENT, SET
PROPERTY CORNER, FOUND
PROPERTY CORNER, SET
FENCE
CONCRETE
DIRECTION OF FLOW
UNDERGROUND ELECTRIC LINE
S
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
S
PROPOSED SANITARY SEWER MANHOLE
PVMT.
PAVEMENT
REQ'D
REQUIRED
REQ'TS
REQUIREMENTS
R.S.L.
REAR SETBACK LINE
R.O.W.
RIGHT-OF-WAY
S.S.
SANITARY SEWER
S.S.L.
SIDE SETBACK LINE
TEMP.
TEMPORARY
TOC
TOP OF CURB
EXISTING FIRE HYDRANT
TYP
TYPICAL
PROPOSED WATER LINE
U&D
UTILITY AND DRAINAGE
U.N.O.
UNLESS NOTED OTHERWISE
STR
STRUCTURE
PARKING SUMMARY:
PROPOSED SANITARY SEWER LINE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING WATER LINE
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
D
H
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
ABBREVIATIONS
Y
EXISTING GAS LINE
PROPOSED GAS LINE
EXISTING CONTOURS
EG 661.2
REQUIRED PARKING:
REQ'D SPACES = (# OF DWELLING UNITS) x (1.5)
DWELLING UNITS:
QUAD DOUBLES = 123
QUAD SINGLES = 16
RA = 12
RESIDENT MANAGER = 1
TOTAL UNITS = 152
REQ'D SPACES = (152) x (1.5) = 228
#
DATE
CHANGE DESCRIPTION
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
PROVIDED PARKING:
PROVIDED SPACES = 254
Alabama A&M University
EXISTING SPOT ELEVATION
PROPOSED CONTOURS
FG 662.50
PROPOSED SPOT ELEVATION
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
TREE LINE
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
EXISTING TREES
x
TEMPORARY SILT FENCE
TEMPORARY STONE CHECK DAM
TEMPORARY STRAW WATTLE
EXISTING STORM PIPE
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Tech. Coord.: Checker
DEMO EXISTING ASPHALT
EXISTING AREA TO REMAIN
AREA INLET
Site Development Plan
Sitework Package
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C103
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
700
CHECK DAMS ALONG
DITCHES (TYP)
710
X
705
X
700
TEMP. SILT
FENCE
70
7
70
8
770
033
770
044
70
1
7700
22
X
70
0
770066
69
9
X
055
770
X
8
70
8
708
707505
08
78
70
70
707
HP
707.62
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
TEMP. CONSTRUCTION
ENTRANCE
N: 1558399.26
E: 433872.93
UP
W
DO NOT POLLUTE DRAINS TO WATERWAYS
HP
707.35
FG
708.44
707
07
707
DO NOT POLLUTE DRAINS TO WATERWAYS
W
W
707
706
S
FG (TYP)
708.00
FG
707.37
HP
707.85
HP
707.85
W
N: 1558126.90
E: 434169.73
X
X
W
W
W
X
X
X
X
709
DUCTILE IRON
W
W
X
700
X
W
W
709
709
X
6
708 707 70
X
X
X
X
700
695
TEMP. SILT
FENCE
W
W
708
77
1010
FG
705.24
X
W
W
710
FG
705.78
FG
705.53
W
NYLOPLAST
W
W
GAS
W
X
W
708
709
707
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
706
W
709
706
708
7
700
W
NYLOPLAST
DUCTILE IRON
GAS
W
W
FG
706.22
DO NOT POLLUTE DRAINS TO WATERWAYS
707303
707404
696
HP
707.35
70
9
STRAW WATTLES
AT ALL STORM INELTS
TOP STEP: 708.35
BOTTOM STEP: 706.85
70
X
696
FG
705.63
695
FG
707.80
GAS
W
2
00
7
66997
98
9
6986
9
6996
7007
1
70170
20
707
X
697
WALK (TYP)
708.45
NYLOPLAST
X
NYLOPLAST
DUCTILE IRON
FG (TYP)
708.00
N: 1558131.97
E: 433868.44
DUCTILE IRON
X
707
NYLOPLAST
DUCTILE IRON
708
709
X
706
7
FG
708.22
NYLOPLAST
X
70
7
707
07
FG
708.08
700
696
8
DO NOT POLLUTE DRAINS TO WATERWAYS
710
70
DUCTILE IRON
X
707
FG
708.14
708
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
HP
708.00
W
DO NOT POLLUTE DRAINS TO WATERWAYS
7
FG
708.46
FG
708.30
FG
708.38
09
DUCTILE IRON
FG
704.63
707
708
708
X
X
HP
708.37
88
7700
8
X
695
695
696
70
7
DO NOT POLLUTE DRAINS TO WATERWAYS
W
FG
707.74
70
7
70
6
697
NEW RESIDENCE HALL
F.F.E.= 708.50
X
X
698
08
8
7
70
DUCTILE IRON
NYLOPLAST
70
5
70
701
NYLOPLAST
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
706
70
8
NYLOPLAST
FG
708.59
W
698
X
FG
705.03
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
705
X
FG
707.79
FG
708.28
DUCTILE IRON
WALK (TYP)
706.85
X
FG
707.71
UP
699
X
FG
704.63
S
70
7
7
7
70
7
FG
705.03 706
705.02
70
70
707
W
FG
704.63
WALK (TYP)
708.45
DO NOT POLLUTE DRAINS TO WATERWAYS
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
70
2
699
770066
706
704 704
02
72
70
701 701
HP
708.00
700
698
697
700
699
X
697
8
70
707
698
X
703
703
X
699
WALK (TYP) FG (TYP)
708.45
708.00
NYLOPLAST
DUCTILE IRON
HP
707.55
CHECK DAMS ALONG
DITCHES (TYP)
X
FG
707.78
707
707
X
STRAW WATTLES
AT ALL STORM INELTS
DUCTILE IRON
N: 1558394.20
E: 434174.22
TOP STEP: 708.45
BOTTOM STEP: 706.95
703
702
W
70
1
X
FG
704.63
UP
TEMP. SILT
FENCE
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
707
708
700
700
705
706
RIPRAP REQ'D
AT OUTLET
STRUCTURES (TYP)
#
DATE
CHANGE DESCRIPTION
SCALE: 1" = 30'
0
30'
60'
90'
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Tech. Coord.: Checker
Grading, Drainage &
Erosion Control Plan
Sitework Package
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C104
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
landscape
architecture
700
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
710
705
770066
055
770
70
7
70
8
770
044
770
033
7700
22
70
1
70
0
69
9
700
8
70
8
708
707505
08
78
70
70
707
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
7
707
706
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
70
7
NYLOPLAST
70
7
DO NOT POLLUTE DRAINS TO WATERWAYS
08
8
7
70
DUCTILE IRON
707
707
W
708
708
70
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
09
70
70
7
707
07
7
710
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
8
7
70
7
8
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
W
88
7700
DUCTILE IRON
DUCTILE IRON
W
6
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
UP
70
5
70
701
NYLOPLAST
70
7
706
W
70
8
NYLOPLAST
DUCTILE IRON
699
698
697
DO NOT POLLUTE DRAINS TO WATERWAYS
7
70
707
DO NOT POLLUTE DRAINS TO WATERWAYS
7
06
S
70
DUCTILE IRON
707
DUCTILE IRON
07
708
70
9
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
707
700
708
W
696
770066
707
W
W
704 704
703
703
02
72
70
701 701
NYLOPLAST
DUCTILE IRON
700
697
7
STORM SHELTER
F.F.E.= 698.50
08
PF
700
699
698
697
NYLOPLAST
DUCTILE IRON
707
698
699
706
UP
70
2
DUCTILE IRON
707
703
702
W
70
1
707
708
W
707
707404
707303
706
W
DO NOT POLLUTE DRAINS TO WATERWAYS
W
7
708
709
W
W
W
W
W
709
DUCTILE IRON
W
W
W
W
710
W
W
709
W
W
708
6
708 707 70
700
700
695
695
700
708
700
709
GAS
W
77
1010
705
W
NYLOPLAST
W
W
706
706
W
707
DO NOT POLLUTE DRAINS TO WATERWAYS
709
GAS
W
DUCTILE IRON
70
695
695
696
NYLOPLAST
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
698
709
696
699
GAS
W
2
1
70170
00
9
7
66997
98
6986
9
6996
7007
20
707
697
696
S
700
705
706
#
DATE
CHANGE DESCRIPTION
SCALE: 1" = 30'
0
30'
60'
90'
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Tech. Coord.: Checker
Grading, Drainage &
Erosion Control Plan
Sitework Package
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C105
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
Structure Name
Structure Details
landscape
architecture
COORDINATES
700
RIM = 706.12
N: 1558407.94
E: 434202.78
Pipe - (190) 18" I.E. OUT = 703.10
A1
710
705
RIM = 705.55
N: 1558364.39
Pipe - (190) 18" I.E. IN = 702.90
E: 434202.05
Pipe - (167) 18" I.E. OUT = 702.80
A2
RIM = 705.55
N: 1558292.95
Pipe - (167) 18" I.E. IN = 702.46
E: 434200.85
Pipe - (171) 18" I.E. IN = 702.46
Pipe - (168) 18" I.E. OUT = 702.36
5
RIM = 705.74
707
STR A1
TOP= 706.12
I.E. OUT=
703.10
708
705
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
RIM = 705.84
DO NOT POLLUTE DRAINS TO WATERWAYS
707
708
DUCTILE IRON
703
706
RIM = 705.79
NYLOPLAST
DUCTILE IRON
N: 1558227.70
E: 434135.72
Pipe - (172) 15" I.E. OUT = 703.04
A4A
STR A2
TOP= 705.55
I.E. IN= 702.90
I.E. OUT=
702.80
DO NOT POLLUTE DRAINS TO WATERWAYS
105 LF 18"
@ 0.50%
W
UP
707
702
W
41 LF 18"
@ 0.50%
UP
N: 1558226.62
Pipe - (168) 18" I.E. IN = 702.04
E: 434199.73
Pipe - (172) 15" I.E. IN = 702.04
Pipe - (169) 18" I.E. OUT = 701.94
A4
NYLOPLAST
70
1
N: 1558294.02
E: 434136.83
Pipe - (171) 18" I.E. OUT = 702.99
A3A
708
8
70
STR B1
TOP= 703.94
I.E. OUT=
701.19
70
7
70
8
70
706
70
4
70
3
70
2
70
70
1
0
A3
RIM = 705.50
N: 1558110.07
Pipe - (169) 18" I.E. IN = 701.37
E: 434197.78
Pipe - (170) 24" I.E. OUT = 701.27
A5
RIM = 703.73
68 LF 18"
@ 0.50%
W
NYLOPLAST
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
8
70
W
NEW RESIDENCE HALL
F.F.E.= 708.50
708
8
70
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
708
RIM = 707.70
S
114 LF 18"
@ 0.50%
704
95 LF 18"
@ 0.50%
W
W
STR C1
TOP= 706.75
I.E. OUT=
704.57
N: 1558195.18
E: 434008.49
Pipe - (183) 15" I.E. OUT = 704.57
C1
N: 1558239.85
Pipe - (181) 15" I.E. IN = 703.51
E: 433957.01
Pipe - (183) 15" I.E. IN = 703.51
Pipe - (182) 18" I.E. OUT = 703.41
C2
RIM = 706.23
N: 1558286.86
E: 433957.80
Pipe - (181) 15" I.E. OUT = 703.73
C2A
STR D1
TOP= 706.92
I.E. OUT=
703.13
GAS
W
W
RIM = 706.92
N: 1558119.96
E: 434037.60
Pipe - (184) 15" I.E. OUT = 703.13
D1
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
W
DUCTILE IRON
W
W
W
W
W
W
710
700
D2 HWALL
STR A5
TOP= 705.50
I.E. IN= 701.37
I.E. OUT=
701.27
N: 1558058.64
E: 434042.96
Pipe - (184) 15" I.E. IN = 702.00
PIPE RUN
700
STR B5 HWALL
TOP= 701.95
I.E. IN= 699.20
W
W
RIM = 704.50
GAS
W
696
695
W
W
58 LF
@ 0.5 24"
0%
W
W
W
59 LF 15"
@ 1.93%
W
47 LF 24"
@ 0.50%
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
GAS
W
697
W
STR D2 HWALL
TOP= 704.50
I.E. IN= 702.00
700
700
STR A6 HWALL
TOP= 703.73
I.E. IN= 700.98
705
706
SCALE: 1" = 30'
0
30'
SIZE LENGTH SLOPE
D1-D2 HWALL 15"
708
698
699
700
701
702
703
700
DUCTILE IRON
NYLOPLAST
695
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
N: 1558063.08
E: 433846.84
Pipe - (180) 24" I.E. IN = 699.20
RIM = 706.75
70
9
NYLOPLAST
DUCTILE IRON
695
B5 HWALL
707
708
STR B4
TOP= 705.27
I.E. IN= 699.53
I.E. OUT=
699.43
RIM = 701.95
707
W
701
STR A4A
TOP= 705.79
I.E. OUT=
703.04
6
@4L
1.6 F 1
6% 5"
N: 1558112.83
Pipe - (179) 18" I.E. IN = 699.53
E: 433850.01
Pipe - (180) 24" I.E. OUT = 699.43
B4
STR A4
TOP= 705.84
I.E. IN (N)= 702.04
I.E. IN (W)= 702.04
6" ORIFICE= 701.94
I.E. OUT= 701.94
61 LF 15"
@ 1.64%
DUCTILE IRON
DUCTILE IRON
STR B3
TOP= 704.83
I.E. IN (N)= 700.10
I.E. IN (E)= 700.10
I.E. OUT=
700.00
707
707
NYLOPLAST
"
LF 18
106 3.11%
@
N: 1558210.36
Pipe - (178) 18" I.E. IN = 700.10
E: 433851.65
Pipe - (182) 18" I.E. IN = 700.10
Pipe - (179) 18" I.E. OUT = 700.00
B3
RIM = 705.27
NYLOPLAST
DUCTILE IRON
NYLOPLAST
RIM = 704.83
707
DUCTILE IRON
70
2
N: 1558306.27
Pipe - (177) 18" I.E. IN = 700.66
E: 433853.26
Pipe - (178) 18" I.E. OUT = 700.56
B2
UP
44 LF 15"
@ 0.50%
STR C2
TOP= 707.70
I.E. IN (N)= 703.51
I.E. IN (SE)= 703.51
I.E. OUT=
703.41
RIM = 704.86
63 LF 18"
@ 0.50%
70
7
61 LF 18"
@ 0.87%
DUCTILE IRON
NYLOPLAST
93 LF 18"
@ 0.50%
W
7
STR C2A
TOP= 706.23
I.E. OUT=
703.73
N: 1558413.84
E: 433855.07
Pipe - (177) 18" I.E. OUT = 701.19
B1
STR A3
TOP= 705.55
I.E. IN (N)= 702.46
I.E. IN (W)= 702.46
I.E. OUT=
702.36
DO NOT POLLUTE DRAINS TO WATERWAYS
W
06
STR A3A
TOP= 705.74
I.E. OUT=
702.99
N: 1558050.57
E: 434183.71
Pipe - (170) 24" I.E. IN = 700.98
RIM = 703.94
S
70
7
DO NOT POLLUTE DRAINS TO WATERWAYS
706
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
704
703
702
701
70
7
707
700
699
698
697
STR B2
TOP= 704.86
I.E. IN= 700.66
I.E. OUT=
700.56
A6 HWALL
60'
90'
59
1.93%
C1-C2
15"
64
1.66%
C2A-C2
15"
44
0.50%
A4A-A4
15"
61
1.64%
A1-A2
18"
41
0.50%
C2-B3
18"
106
3.11%
B3-B4
18"
95
0.50%
B2-B3
18"
93
0.50%
B1-B2
18"
105
0.50%
A3A-A3
18"
61
0.87%
A4-A5
18"
114
0.50%
A3-A4
18"
63
0.50%
A2-A3
18"
68
0.50%
B4-B5 HWALL24"
47
0.50%
A5-A6 HWALL24"
58
0.50%
#
DATE
CHANGE DESCRIPTION
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Storm Sewer
Plan
Sitework Package
Tech. Coord.: Checker
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
C106
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
"W"
SEE PLANS
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.
JOINT SEALING COMPOUND (TYP)
3
4
3
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
INFORMATION.
4
1/4
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.
LIGHT BROOM STROKES
FINISH (TYP)
1/2" PRE-MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC. PVMT. (TYP)
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.
1/4" PER FT.
R
1"
SIDEWALK & CURB
EXPANSION JOINT DETAIL
STANDARD PAVEMENT SECTION
SEE DETAIL 9, C1.03 FOR
EXPANSION JOINT REQ'TS
NOT TO SCALE
NOT TO SCALE
6"
2
NOTE: SPACE EXPANSION JOINTS AT
50' MAX., AND AT ALL LOCATIONS
WHERE CURB OR SIDEWALK
TERMINATES AGAINST A RIGID OBJECT.
"R
JOINT SEALING
COMPOUND (TYP)
SEE PAVEMENT SECTION
FOR REQUIREMENTS.
6"
2
1
1/4"
168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE
WEARING COURSE, ALDOT, REF. 424-A OF THE
SPECIFICATIONS.
4"
1
6"
1/2" PRE-MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC.
PVMT. (TYP)
CONCRETE SIDEWALK &
TURN-DOWN CURB DETAIL
NOT TO SCALE
HANDICAP RAMP @ 1:12 SLOPE MAX
LANDING (NO CURB)
LENGTH VARIES
(SEE PLAN)
3'-0"
2%
LAWN AREA
NOTE: RAMPS & LANDINGS ARE TO BE
CONSTRUCTED WITH 3000 PSI CONCRETE.
5'-0"
6'-0"
(TYP)
A
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.
CONC. SIDEWALK @
GRADE (CONSTRUCT
AS 1 POUR)
5'-0"
A
EXPANSION JOINT REQ'D @
BASE OF RAMP (TYP)
12"x12" ADA DETECTABLE WARNING PAVERS
18"x18" SIGN
WHITE H'CAP SYMBOL
+7'-0"
6"
BLUE BACKGROUND
HANDICAPPED
PLAN VIEW
TTER
U
CONC. G
PARKING ONLY
NDING
CONC. LA
6"
5'-6"
RAMP BEYOND
18"x8" SIGN
"
6'-0
PERSPECTIVE VIEW
4"
2%
+6'-0"
1" HIGH WHITE
LETTERS (TYP)
MAXIMUM
FINE $300
+5'-0"
LANDING
ELEVATION ABOVE
FINISHED PVMT. (TYP)
CONC. GUTTER
SECTION 'A-A'
BLUE BACKGROUND
SET SIGN POST IN CONCRETE (TYP)
TO A MINIMUM DEPTH OF 3'-0". USE
"U-TYPE" FLANGED STEEL SECTIONS FOR
FOR SIGN POST (PER ALDOT SPEC'S).
FABRICATE SIGN PANELS OF 16 GA.
OR .063 ALUMINUM.
H'CAP SIGN DETAIL
TYPICAL HANDICAP RAMPS W/ LANDING DETAIL
NOT TO SCALE
GENERAL NOTES
STRUCTURE.
MANUFACTURERS AND PRODUCTS ARE:
ACCEPTABLE
1. THE EXPANSION JOINT IS TO BE REPLACED WHERE THE NEW RAMP OR SIDEWALK JOINS EXISTING PAVEMENT
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
OF
2. EXPANSION JOINT MATERIAL TO BE IN ACCORDANCE WITH ARTICLE 832.01 AND 832.02 OF ALABAMA DEPARTMENT
FIREPROOFING COMPANY, 1400 S. MAHONING AVE,
1) WHITACRE-GREER
TRANSPORTATION SPECIFICATIONS.
ALLIANCE, OH, 44601, ADA PAVER, 4" X 8" X 2-1/4", CLEAR RED
(RUSTIC)
#30 (1)
BACK ONE
3. THE SUBGRADE SHALL BE FREE OF ALL ROOTS AND OTHER UNDESIRABLE MATERIALS WITH THE ROOTS CUT
2) HANOVER ARCHITECTURAL PRODUCTS, 240 BENDER ROAD, HANOVER, PA
FOOT FROM FACE OF SIDEWALK.
17331, DETECTABLE WARNING PAVER, 4" X 8" X 2", RED OR QUARRY RED.
4. RAMPS SHALL HAVE A NON-SKID SURFACE APPLIED BY BRUSHING TRANSVERSELY OR GROOVING.
3) PAVESTONE COMPANY, 7322 BONNYSHIRE DRIVE, CHATTANOOGA, TENNESSEE,
DETECTABLE WARNING PAVER, 4" X 8" X 2-3/8", RED
5. WHERE SIDEWALKS ARE REQUIRED, THIS PLAN SHALL BE USED AT PEDESTRIAN CROSSWALKS FOR SAFE AND CONVENIENT
DESIGN SPECIFICATIONS FOR DETECTABLE (TRUNCATED) WARNINGS
MOVEMENT OF THE HANDICAPPED AND PERSONS USING WHEEL CHAIRS.
DETECTABLE
FOR THE WARNING IS DEFINED AS "A STANDARDIZED SURFACE FEATURE BUILT IN OR APPLIED TO THE
CURB
6. INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24" FROM THE BACK OF THETHE
SURFACE OR OTHER ELEMENTS TO WARN VISUALLY IMPAIRED PEOPLE OF HAZARDS ON A CIRCULATION
WALKING
ENTIRE WIDTH OF THE RAMP OPENING SHOWN.
PATH".
7. PAVERS SHALL MEET ASTM C 902 CLASS SX, TYPE I, OR C 936, OR C 1272 TYPE R.
ALL DETECTABLE WARNINGS SHALL BE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990
ACCORDANCE GUIDELINES (ADAAG) AS DETAILED IN 28 CFR PART 36. DETECTABLE WARNINGS SHALL CONSIST OF
8. PAVERS WILL BE LAID ON TOP OF A 4" CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCESSIBILITY
TRUNCATED DOMES WITH A:
RAISED
MORTAR.
WITH MANUFACTURER'S INSTRUCTIONS, OR WITH A MAXIMUM 1/2 " THICK BED OF LATEX MODIFIED CEMENT
HAVE
THAY
UNLESS
OTHER
EACH
TOUCHING
DIRECTLY
BE
NOT
MORTAR JOINTS TO A WIDTH OF 3/8 ". PAVERS SHALL
DIAMETER OF 23 MM (0.9 IN);
BOTTOM
SPACING BARS.
- TOP DIAMETER OF 10 MM (0.4 IN);
5 MM (0.2 IN);
- HEIGHT OF
PAVERS
9. MORTARED JOINTS ARE TO BE FLUSH WITH THE TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE.
SPACING OF 60 MM (2.35 IN);
CENTER-TO-CENTER
SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO PROVIDE A SMOOTH TRANSITION FROM
- THE COLOR OF THE DETECTABLE WARNING SHOULD CONTRAST VISUALLY WITH ADJOINING SURFACES; EITHER
BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.
LIGHT ON DARK OR DARKON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY
LEAST
AT
BE 70 PERCENT.
SHALL
BRICKS
HEIGHT.
IN
"
1/8
THAN
MORE
BY
DIFFER
NOT
SHOULD
UNITS
ADJACENT
TWO
ANY
OF
10. THE SURFACE
PLACED IN A HERRINGBONE PATTERN WHERE FEASIBLE. IN ALL CASES, THE PATTERN OF THE DOMES IS TO BE MAINTAINED
CHIPPING
PER ADA REQUIREMENTS. FACE OF ALL BRICK SHALL BE CLEAN OF CEMENT AND PROTECTED SO AS TO AVOID
WARNINGS SHALL BE LAID OUT ON A TRIANGULAR GRID OR A SQUARE GRID (PARALLEL ALIGNMENT).
DETECTABLE
JOINTS ON CURB RAMPS, ONLY THE LOWER 610 MM (2 FT) OF THE ENTIRE CURB RAMP WIDTH SHALL BE
WALK
DURING CONSTRUCTION. 11.EXPANSION JOINTS SHALL BE PROVIDED IN THE CURB RAMP AS EXTENSIONS OF
INSTALLED
WHEN
BUILT
OF RAMPS(EXCLUDING
FOR A NEW CONCRETE WALK. A 1/2 " EXPANSION JOINT FILLER SHALL BE PROVIDED AROUND THE EDGECOVERED
THE FLARED SIDES) RATHER THAN THE ENTIRE LENGTH OF THE RAMP TO MAXIMIZE THE
CHANGES AND AND TO MINIMIZE THE NEGATIVE IMPACT ON PEOPLE WHO RELY ON WHEELED DEVICES FOR
IN EXISTING CONCRETE WALKS. LINES SHOWN ON THIS DRAWING INDICATE THE RAMP EDGE AND SLOPE DETECTABILITY
ARE NOT NECESSARILY JOINT LINES.
MOBILITY. THE DETECTABLE WARNINGS SHALL BE INSTALLED SUCH THAT THE EDGE NEAREST THE CURB LINE IS
152 MM TO 200 MM (6 IN TO 8 IN) BEHIND THE CURB LINE.
H'CAP RAMP DETAILS
#
DATE
CHANGE DESCRIPTION
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
NOT TO SCALE
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Dwg. Coord.: Author
Tech. Coord.: Checker
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
Construction
Details
C107
Sitework Package
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
land
surveying
2499CGS
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
Cd-S
APPROX. DRAIN AREA = 194.60 SQ IN
APPROX. WEIGHT WITH FRAME = 124.00 LBS
landscape
architecture
L = The distance such that points
A and B are of equal elevation
1.50
A
3.04
B
L
NYLOPLAST
STONE CHECK DAM
DO NOT POLLUTE DRAINS TO WATERWAYS
1.25
9"
Geotextile
24" maximum
Cd-S
DUCTILE IRON
Ø 24.75
Ø 28.50
1. Set posts and excavate a 4" x 4" trench
upslope along the line of posts.
2. Staple wire fencing to posts.
Geotextile
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
GRATE MEETS H-20 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-024
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
DRAWN BY
DATE
EBC
DUCTILE IRON
3-8-06
APPD BY
CJA
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
MATERIAL
PROJECT NO./NAME
2:1
Flow
24" maximum
4"
4"
TITLE
3-8-06
DATE
A
DWG SIZE
24 IN STANDARD GRATE ASSEMBLY - TYPE B
SCALE
1:10
SHEET
1 OF 1
DWG NO.
7001-110-217
REV
B
ROCK CHECK DAMS
3. Attach the filter fabric to the wire fence
and extend it to the trench.
NOT TO SCALE
NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X
3. Backfill and compact the excavated soil.
4"
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
4"
Filter Fabric
Wire
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
E
AC
RF
U
S
AD
RD
RO
HA
IC
BL
PU
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
50
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS (6" MIN)
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 24" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-013.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
DRAWN BY
DATE
EBC
CJA
PROJECT NO./NAME
A
DWG SIZE
MIN. COVER TO
RIGID PAVEMENT, H
24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
SCALE
1:40
SHEET
1 OF 1
DWG NO.
7001-110-192
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
30"
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
MIN. COVER TO
FLEXIBLE PAVEMENT, H
6"
INITIAL
BACKFILL
HAUNCH
BEDDING
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NOTES:
SUITABLE
FOUNDATION
MIN. TRENCH WIDTH
(SEE TABLE)
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST ADDITION
REV
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm)
FOR 30"-60" (750mm-900mm).
#
CUT ORIFICE THROUGH
PLATE (SEE PLAN FOR
DIAMETER & I.E.)
DATE
CHANGE DESCRIPTION
SILICONE CAULK REQ'D
AROUND PERIMETER OF
PLATE TO PREVENT
LEAKAGE BETWEEN
PLATE AND WALL
ORIFICE PLATE ELEVATION
NEW RESIDENCE HALL
ORIFICE PLATE DETAIL
12" - 48"
12"
48"
54" - 60"
24"
60"
Meridian Street
Normal, AL
for
NOT TO SCALE
Alabama A&M University
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
PIPE DIAM.
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS
12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT
FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF
COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT
OR TO TOP OF RIGID PAVEMENT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED
TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS
ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS
AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN
ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL
REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.
BOLT PLATE OVER
DISCHARGE PIPE
1/2"T STEEL PLATE
DIMESIONS OF PLATE
TO EXTEND 4" MIN.
BEYOND OUTSIDE
DIA. OF PIPE
SURFACE LIVE LOADING CONDITION
HEAVY CONSTRUCTION
H-25
(75T AXLE LOAD) *
PIPE DIAM.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
B
1/2" ANCHOR BOLTS
(EXPANSION BOLTS)
LOCATE @ 1.5" FROM
PLATE EDGE, & SPACE
AT 8" O.C. MAX.
MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
© 2007 ADS, INC
TEMPORARY
CONSTRUCTION ENTRANCE
TITLE
4-3-06
DATE
FINAL
BACKFILL
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
1
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
MATERIAL
RECOMMENDED MINIMUM TRENCH WIDTHS
SPRINGLINE
IN
M
5'
NOT TO SCALE
4-3-06
APPD BY
IN.
2 TO 3 INCH
AGGREGATE
4" MIN
4 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
DETAILS FOR PLACING
SILT FENCES
'M
NOT TO SCALE
6"
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
MIN.
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
COOPER
E-80**
UP TO 24"
24"
30"-36"
36"
42"-60"
48"
1625 Broadway
4th Floor
Nashville, TN 37203
** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
OF RAILWAY TIE.
*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
2
ADDED E-80 INFORMATION
TJR
08/20/07
REV.
DESCRIPTION
BY
MM/DD/YY
CHK'D
DATE:
DRAWING NUMBER:
STD-101
NOT TO SCALE
DRAWN BY:
TYPICAL TRENCH
DETAIL
4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
R
ADVANCED DRAINAGE SYSTEMS, INC.
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
CONCRETE HEADWALL DETAIL - SINGLE PIPE
NOTE: ALL DIMENSIONS
ARE ± 1/2 FOOT.
DIA. DET/RET SYSTEM
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CKS
10/18/06
CK'D BY:
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
SCALE:
NTS
SHEET
1 OF 1
Dwg. Coord.: Author
Tech. Coord.: Checker
Proj. #
Construction
Details
C108
Sitework Package
4/22/2016
land
planning
civil
engineering
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
PEA GRAVEL
BENCHES
CONCRETE
SIDEWALK
NEW
RESIDENCE
HALL
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
TABLES
AND CHAIRS
STAINED CONCRETE/
PAVERS
CONCRETE
SIDEWALK
PEDESTRIAN
BRIDGE- WOODEN
WITH RAILS- 25' LF
#
DATE
CHANGE DESCRIPTION
PLANT SCHEDULE
COLUMNAR EVERGREEN TREES
QTY
BOTANICAL NAME / COMMON NAME
CONT
12
Juniperus chinensis `Spartan` / Spartan Juniper
7 gal
CAL
SIZE
5`-6` H
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NEW RESIDENCE HALL
ORNAMENTAL TREES
SHADE TREES
SHRUBS
GROUND COVERS
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
8
Lagerstroemia indica x faurei `Muskogee` / Muskogee Crape Myrtle
B&B
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
SIZE
6
Betula populifolia `Whitespire` / Whitespire Birch
B&B
1"Cal
8` MIN.
7
Carpinus caroliniana / American Hornbeam
B&B
1"Cal
8` MIN.
QTY
BOTANICAL NAME / COMMON NAME
SIZE
HT
Azalea Encore `Autumn Angel` TM / Autmn Angel Azalea
3 gal
18-24" MIN
QTY
BOTANICAL NAME / COMMON NAME
CONT
SPACE
Cynodon dactylon / Bermuda Grass
Meridian Street
Normal, AL
for
6` MIN
12
30,316 sf
SIZE
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
SPACING
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
sod
Dwg. Coord.: Author
186
Juniperus horizontalis `Blue Chip` / Blue Chip Juniper
4"pot
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
12" o.c.
Tech. Coord.: Checker
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
SCALE: 1" = 30'
LANDSCAPE PLAN
0
30'
60'
90'
Landscape Plan
Sitework Package
L101
4/22/2016
land
planning
LANDSCAPE NOTES:
11.
1.
12.
CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES ON THE SITE. REPAIR
DAMAGED UTILITIES TO OWNER'S SATISFACTION AT NO ADDITIONAL COST.
4 PARTS TOP SOIL
2 PARTS DECOMPOSED ORGANIC MATTER
1 PART APPROVED SOIL AMENDMENT
1 PART MYCHORIZAE FUNGI PER MANUFACTURER SPEC'S
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
13.
REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR DEFOLIATES WITHIN 5 DAYS
AFTER PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIED PLANT MATERIAL.
4.
SOD ALL AREAS ACCORDING TO LANDSCAPE PLAN AND SEED ALL OTHERS.
14.
WHEN LANDSCAPE WORK IS COMPLETE, LANDSCAPE ARCHITECT WILL, UPON REQUEST MAKE AN
INSPECTION TO DETERMINE ACCEPTABILITY.
5.
LANDSCAPE ARCHITECT MAY OR MAY NOT AT HIS/HER DISCRETION ACCEPT SUBSTITUTIONS.
15.
6.
PROVIDE FRESHLY DUG TREES AND SHRUBS. DO NOT USE NATURALLY COLLECTED MATERIALS.
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.
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.
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.
PREPARE ALL TOPSOIL TO BE USED IN ALL PLANTING AREAS IN THE FOLLOWING PROPORTIONS:
2.
7.
civil
engineering
MULCH PLANT PITS AND PLANTING BEDS WITH PINE STRAW OR SHREDDED WOOD CHIPS TO A DEPTH
OF 3 INCHES.
land
surveying
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
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.
NOTE: SOD ALL REMAINING
DISTURBED AREA. NO BARE
GROUND SHALL BE LEFT
UNEXPOSED.
Color- Maroon
TREE PLANTING
NOT TO SCALE
EVERGREEN TREE PLANTING
NOT TO SCALE
#
DATE
CHANGE DESCRIPTION
SHOVEL-CUT EDGE
NOT TO SCALE
Color- Maroon
Maroon
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
NEW RESIDENCE HALL
Meridian Street
Normal, AL
for
Alabama A&M University
1625 Broadway
4th Floor
Nashville, TN 37203
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
SHRUB PLANTING
GROUND COVER PLANTING
NOT TO SCALE
NOT TO SCALE
1513 E.CLEVELAND AVE. SUITE 200B
EAST POINT, GA 30344
(p) 404.305.0050 (f) 404.305.8868
www.chasmarchitecture.com
PEDESTRIAN BRIDGE:
WOODEN BRIDGE WITH RAILS
APPROXIMATELY 10'X25'
CONTACT NATURE BRIDGES FOR
INSTALLATION AND SPECIFICATIONS
Dwg. Coord.: Author
Tech. Coord.: Checker
Landscape Details
Sitework Package
Structural Consulting Group
6250 Shiloh Rd Ste 20
Alpharetta, GA 30005
678.513.4242 www.sgc-atl.com
4site
7500 Memorial PKwy SW, Suite 209
Huntsville, AL 35802
256.539.1221 www.4siteinc.biz
Proj. #
L102
4/22/2016