Addendum #3
New Residence Hall Site Package
Alabama A & M University
May 13, 2016
Prepared by 4Site (Civil Engineer) and Moody Nolan (Architect)
This revision forms a part of and modifies the Bidding Documents dated April 22, 2016, and is to
be acknowledged in the Proposal Form. This addendum consists of 2 pages and 5
attachments. The descriptions below are intended as a summary only of the changes to the
Drawings. Bidders are required to incorporate all changes to the Drawings into their Bid,
regardless of whether or not the changes are listed below.
CHANGES TO DRAWINGS:
1. C103
a.
b.
c.
2. C104
a.
b.
c.
Removed note #2 regarding the gas line (it is covered on sheet C104)
Enlarged mechanical yard length to 75’
Modified layout of asphalt drive to accommodate larger mechanical yard
Edited gas labels for clarity
Edited note #2 for clarity regarding the gas line
Added a new power pole, a new transformer location, overhead electric line, and
underground electric line
3. C105
a. Added note #3 regarding the spreading of topsoil required once earthwork activity is
complete
b. Added note #4 regarding excess material to be hauled offsite
c. Re-graded the mechanical yard area and the asphalt drive
4. C108
a. Changed top elevation on structure B4
CHANGES TO THE SPECIFICATIONS:
1. Section 00 40 01 Proposal Form—
a. Replace in its entirety with the form attached.
CLARIFICATIONS:
1.
Bidder question: Huntsville Utilities typically runs the gas line and sets the new meter with the
mechanical contractor picking it up from there. Will the site contractor have any responsibility
for the new gas service? Answer: No. Huntsville Utilities will construct the gas line from the
existing main up to the meter; they will also install the meter. Beyond the meter, the building
contractor will install the new gas line to the building. The site contractor will have no
responsibility for the installation of gas service. All of this is covered in note #2 on sheet C104.
2.
Bidder question: Can you confirm that the Pedestrian Bridge and Picnic Tables should be
included in the Civil Site package? Answer: Yes. Both of these items, as well as anything shown
on the civil drawings (excluding the gas service), are to be considered a part of the civil site
package, unless specifically noted as being in the Building Contractor’s or Owner’s scope.
3.
Bidder question: The demo shown on sheet C102, is it actually part of this bid package and not
part of the previous Demo Bid package? Just want to clarify that the demo items on this sheet
C102are to be included in this bid. Answer: Yes. The demolition plan shown on sheet C102
takes into account what will already be demolished as a result of the previous demolition
package handled by the university. All items on this demolition plan (sheet C102) are to be
included in this bid package.
4.
Bidder question: What are the build-ups on the residence hall building pad and the mechanical
yard building pad? Answer: This design is not yet complete, and will be a part of the Building
Package.
5.
C107—
a. Clarifications to Note 4 about the ADEM permit -i. Before the site contractor (SC) commences work, the SC is responsible for
transferring the ADEM permit from Alabama A&M to the SC within 30 days of
execution of the SC’s contract. The SC is responsible for installation and
maintenance of erosion control measures until the permit is transferred to the
building contractor (BC).
ii. Before the BC commences work, the BC is responsible for transferring the ADEM
permit from the SC to the BC within 30 days of execution of the BC’s
contract. The BC is responsible for installation and maintenance of erosion
control measures until construction is complete.
b. Clarification to Note 5 about the temporary fence -- The Building Contractor will
become responsible for maintaining the fence within 30 days after execution of the
Building Contractor’s contract. It is anticipated that the Building Contractor’s contract
be executed by July 29.
ATTACHMENTS:
C103 – Site Development Plan
C104 – Utility Plan
C105 – Grading Plan
C108 – Storm Sewer Plan
Section 00 40 01 Proposal Form
END OF ADDENDUM # 3
PROPOSAL FORM
Project Name:
Addenda Received:
(Acknowledge all
addenda by listing
each number in the
box)
BIDDER INFORMATION
Scope of Work
Contractor:
Address:
City/State/Zip
Signature of Party authorized to enter into contracts
X
Contact:
Phone:
Name:
E-Mail:
Title:
License # (s):
Date:
BASE PRICE
$
1.
$
Total Price
$
COST BREAKOUTS
Total Material Value:
$
- Tax on Materials
Total Value On-Site Labor:
$
- Total On-Site Man Hours:
$
-
UNIT PRICES
Unit Price Description (including material, tax, delivery & installation)
Qty.
Add
Unit Price
Unit
Credit
Unit Price
1.
Seeding and mulching of berms constructed from excess stockpile materials, cost per acre.
per acre
$
$
2.
Undercut and replacement of unsuitable material encountered during construction with offsite
borrow (includes cost of removal of unsuitable material from site and compacted in place
borrow from offsite), cost per cubic yard in place.
per CY in
$
place
$
3.
Undercut and replacement of unsuitable material encountered during construction with onsite
material (includes cost of excavation of unsuitable material and “spoil” of this material onsite,
and compacted in place material from onsite “borrow areas”), cost per cubic yard in place.
per CY in
$
place
$
4.
Haul off and proper disposal of excess soils from site, cost per cubic yard in place (includes
removal from site of any excess soils not to remain).
per CY in
$
place
$
5.
Offsite Borrow for Topsoil (includes offsite borrow of any required topsoil not available on site
and proper placement for final landscaping), cost per cubic yard in place.
per CY in
$
place
$
6
Offsite Borrow (structural fill), cost per cubic yard in place.
7,000 CY
per CY in
$
place
$
7
Undercut of materials from building pad and placement onsite, cost per cubic yard in place.
1,300 CY
per CY in
$
place
$
8
Undercut of onsite materials and disposal offsite, cost per cubic yard (quantity based on
physical dimensions of excavated area).
8a. Undercut from building pad and dispose of offsite
1,300 CY
per CY
$
$
8b. Undercut alluvium from parking areas and dispose offsite
3,000 CY
per CY
$
$
8c. Topsoil removal and disposal offsite
3,400 CY
per CY
$
$
Unit Prices are to be all inclusive net cost change including overhead and profit.
Page 1/1
© 2016 Moody/Nolan Inc.
2
land
planning
civil
engineering
X
X
X
X
X
DUMPSTER PAD
(SEE DETAIL ON
SHEET C109)
X
X
X
X
X
land
surveying
X
319.38'
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
APPROXIMATELY
1,829 LF TEMP.
CONSTRUCTION
FENCE
landscape
architecture
X
X
X
2
X
X
X
5.
00
'
1
X
F/O
F/O
X
F/O
X
46.14'
X
R5
1
NOTES:
1. PRIOR TO CONSTRUCTION
COMMENCEMENT, SITE CONTRACTOR TO
INSTALL 6' CHAIN LINK PERIMETER
CONSTRUCTION FENCE TO PREVENT
PEDESTRIAN TRAFFIC FLOW DURING
CONSTRUCTION. COORDINATE W/
ARCHITECT FOR TIMING OF REMOVAL OF
FENCE.
0'
.0
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
X
CURB &
GUTTER
24.00'
1
5.00'
WALK
N: 1558394.20
E: 434174.22
(3) STEPS REQ'D
(SEE GRADING PLAN)
W
24.00'
2. FOR THE MECHANICAL YARD, THE SITE
CONTRACTOR IS RESPONSIBLE FOR
CONSTRUCTION OF THE DRIVE UP TO
THE CONCRETE PAD. THE BUILDING
CONTRACTOR IS RESPONSIBLE FOR
WORK INSIDE THE WALL.
5.00'
WALK
R
0
5.
W
X
DUCTILE IRON
0'
3
X
F/O
F/O
15.00'
X
26.00'
9.00'
0'
5.0
X
R1
0'
5
R4.
R238.00'
X
24.00'
X
26.00'
R2
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
X
7.00'
WALK
DUCTILE IRON
PF
20.00'
(TYP)
5.00'
WALK
9'-8"
WALK
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
MERIDIAN ST.
9'-8"
WALK
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
S
'
00 K
6. AL
W
9.00'
(TYP)
X
0'
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
R50
.0
DUCTILE IRON
37.00'
23.00'
0'
.5
R4
X
(7) HANDICAP SPACES
(2% MAX SLOPE
ANY DIRECTION)
W
R
NEW RESIDENCE HALL
F.F.E.= 708.50
9.00'
WALK
6.00'
CROSS
WALK
X
0'
4. 5
10.00'
WALK
NYLOPLAST
DUCTILE IRON
.70'
W
5.00'
5.00'
311.00'
R56
9.00'
CONC.
'
0
.5
R4
DO NOT POLLUTE DRAINS TO WATERWAYS
X
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
ABBREVIATIONS
LEGEND
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
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
CONCRETE MONUMENT, FOUND
CONCRETE MONUMENT, SET
PROPERTY CORNER, FOUND
PROPERTY CORNER, SET
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
'
5.00LK
WA
W
R56
.70'
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
'
00 K
6. AL
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
R1
24.00'
5.
5.00'
WALK
00
'
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
20.00'
(TYP)
X
S
7.00'
WALK
25.00'
F/O
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
S
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER LINE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
DO NOT POLLUTE DRAINS TO WATERWAYS
F/O
W
F/O
DO NOT POLLUTE DRAINS TO WATERWAYS
.00'
R144
DO NOT POLLUTE DRAINS TO WATERWAYS
11.73'
OH
E
F/O
G
GAS
F/O
X
24.00'
GAS
UGE
X
12.00'
5.00'
R
GAS
F/O
X
21.00'
0'
0
5.
WW
WW
GAS
WW
GAS
WW
GAS
F/O
GAS
F/O
X
W
GAS
EXISTING WATER LINE
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
Y
F/O
X
W
X
X
S
EXISTING GAS LINE
X
W
X
W
X
F/O
ASPHALT DRIVE
TO MECHANICAL
YARD
X
X
X
1
DUCTILE IRON
W
16.92'
X
X
X
X
X
X
X
X
X
X
X
UNDERGROUND ELECTRIC LINE
H
DUMPSTER PAD
(SEE DETAIL ON
SHEET C109)
F/O
W
NYLOPLAST
GAS
W
F/O
DUCTILE IRON
GAS
W
F/O
0'
.0
F/O
3
R3
F/O
R132.00'
X
APPROXIMATELY
1,829 LF TEMP.
CONSTRUCTION
FENCE
F/O
'
R3.00'
180.00'
F/O
00
W
R200.00'
5.
R1
W
R88.00'
W
NYLOPLAST
DUCTILE IRON
0'
R144.0
'
00
2.
1
'
.00
15.00'
DIRECTION OF FLOW
NYLOPLAST
X
9.00'
0'
R1
R
'
00
5.
R3
.0
R3
X
W
5'X5'
CONC. PAD
GAS
W
CURB &
GUTTER
5.00'
WALK
X
9.00'
W
(3) STEPS REQ'D
(SEE GRADING PLAN)
CONCRETE
D
X
24.00'
FENCE
25' X 75' CONC. PAD
FOR MECHANICAL YARD
(BUILDING CONTRACTOR'S
SCOPE)
PROPOSED GAS LINE
EXISTING CONTOURS
PEDESTRIAN BRIDGE
FOR CREEK CROSSING
(DESIGN BY OTHERS)
EG 661.2
MECHANICAL YARD WALL
(ADD "WEEPS" ON SOUTH
SIDE FOR DRAINAGE)
(DESIGN BY OTHERS)
(BUILDING CONTRACTOR'S
SCOPE)
EXISTING SPOT ELEVATION
PROPOSED CONTOURS
FG 662.50
SCALE: 1" = 30'
0
2
30'
60'
90'
PROPOSED SPOT ELEVATION
TREE LINE
EXISTING TREES
x
TEMPORARY SILT FENCE
TEMPORARY STONE CHECK DAM
TEMPORARY STRAW WATTLE
(2) H'CAP SIGNS
(VAN ACCESSIBLE)
H'CAP SIGNS
(TYP)
NOTE: SEE SHEET C109
FOR DETAILS REGARDING
HANDICAP SPACES
EXISTING STORM PIPE
DEMO EXISTING ASPHALT
9.00'
WALK
EXISTING AREA TO REMAIN
6.00'
6.00'
5.00'
WALK
AREA INLET
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
5.00'
LANDING REQ'D
(SEE DETAIL)
5.00'
8.00'
8.00'
8.00'
8.00'
8.00'
5.00'
8.00'
8.00'
DATE
REQUIRED PARKING:
REQ'D SPACES = (# OF DWELLING UNITS) x (1.5)
DWELLING UNITS:
QUAD DOUBLES = 124
QUAD SINGLES = 16
RA = 12
RESIDENT MANAGER = 1
TOTAL UNITS = 152
REQ'D SPACES = (153) x (1.5) = 230
9.00'
CHANGE DESCRIPTION
5/3/16 Add. 1 - Site Packagage Revisions
5/9/16 Add. 2 - Site Packagage Revisions
5/13/16 Add. 3 - Site Packagage Revisions
PARKING SUMMARY:
CURB &
GUTTER
2
#
1
2
3
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
HANDICAP PARKING
PROVIDED PARKING:
PROVIDED SPACES = 254
SCALE: 1" = 10'
0
10'
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
20'
30'
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
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
1
NOTE:
1. ALL UTILITY DETAILS, INCLUDING
BEDDING, INSTALLATION, PIPE FITTINGS,
ETC., SHOULD BE IN ACCORDANCE WITH
THE HUNTSVILLE UTILITIES
SPECIFICATIONS.
2
X
X
X
2. NEW GAS LINE FROM THE EXISTING
MAIN TO THE METER IS TO BE INSTALLED
BY HUNTSVILLE UTILITIES. NEW GAS LINE
BEYOND THE METER TO THE BUILDING IS
TO BE INSTALLED BY THE BUILDING
CONTRACTOR.
X
X
X
DUMPSTER
PAD
X
X
X
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
X
X
X
X
X
EX. SANITARY
SEWER MAIN
X
X
X
X
X
X
F/O
F/O
X
X
X
F/O
3
NEW F.H.
F/O
X
F/O
X
(THE SITE WORK CONTRACTOR WILL
HAVE NO RESPONSIBILITY FOR THE
INSTALLATION OF GAS SERVICE.)
TIE-IN TO EX.
FIBER OPTIC LINE
(CONTRACTOR TO
VERIFY LOCATION)
2
1
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
W
1
EX. FIRE HYDRANT
TO REMAIN
W
5 LF 6" PVC
@ 2.00%
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
73
@ LF 6
1.4 " P
8% VC
DUCTILE IRON
5.44'
C.O. WITHIN 5' OF BLDG.
(SEE PLUMBING PLAN)
W
37.34'
NEW SSMH
TOP= 707.00
I.E. IN (N)= 699.12
(APPROXIMATE)
I.E. IN (NW)= 699.32
I.E. IN (W)= 699.32
S
W
PF
142 LF 4" PVC
@ 3.65%
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
5
W .00
AL '
K
MERIDIAN ST.
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
DUCTILE IRON
W
NEW RESIDENCE HALL
F.F.E.= 708.50
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
8" FIRE LINE TO
EXTEND TO
NW CORNER
OF BLDG.
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
5.00'
WALK
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
37.54'
W
COORDINATE W/ M.E.P.
ON CONNECTION TO
BUILDING
S
VC
6" P%
F
L
65 2.98
@
5 LF 6" PVC
@ 2.00%
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
E
OH
F/O
SET NEW
POWER
POLE
3
GAS
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
F/O
F/O
8" FIRE
LINE
GAS
GAS
F/O
NEW GAS METER
(SEE NOTE #2 ABOVE)
WW
W
F/O
WW
GAS
WW
WW
WATER VAULTS
(INSTALL FDC BY
BACKFLOW PREVENTER)
GAS
GAS
GAS
3 F/O
NEW GAS LINE TO
SERVICE MECHANICAL YARD
(SEE NOTE #2 ABOVE)
F/O
X
F/O
X
F/O
G
NEW TRANSFORMER
(SEE ELECTRICAL)
X
F/O
W
X
F/O
X
X
X
X
X
X
X
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
F/O
X
F/O
W
GAS
F/O
X
UGE
X
F/O
W
W
NYLOPLAST
DUCTILE IRON
X
DO NOT POLLUTE DRAINS TO WATERWAYS
1
W
NEW OVERHEAD
ELECTRIC LINE
X
X
X
TIE-IN TO EX.
FIBER OPTIC LINE
(CONTRACTOR TO
VERIFY LOCATION)
W
ND
NEW UNDERGROU
ELECTRIC LINE
X
F/O
W
GAS
W
F/O
W
GAS
W
W
DUCTILE IRON
X
NYLOPLAST
DUCTILE IRON
TAPPING SLEEVE
& VALVE
3" D.I. DOMESTIC
WATER
NYLOPLAST
X
"YARD HYDRANT"
TO SERVICE
MECHANICAL YARD
X
1
1" IRRIGATION
METER
1
NEW F.H.
GAS
W
W
C.O. WITHIN 5' OF BLDG.
(SEE PLUMBING PLAN)
1
F.H. W/
VALVE
EX. GAS MAIN
(EXACT LOCATION
UNKNOWN)
EX. 8" CAST
IRON WATER MAIN
(APPROXIMATE)
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
EX. SANITARY
SEWER MAIN
X
2
2
SCALE: 1" = 30'
0
30'
60'
90'
#
1
2
3
DATE
CHANGE DESCRIPTION
5/3/16 Add. 1 - Site Packagage Revisions
5/9/16 Add. 2 - Site Packagage Revisions
5/13/16 Add. 3 - Site Packagage Revisions
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
Utility 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. #
C104
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
2
BENCHMARK #1
N: 1558530.62
E: 434222.96
2
1
BENCHMARK #2
N: 1558511.03
E: 1558511.03
X
X
X
700
X
NOTES:
1. SPOT ELEVATIONS ON
MECHANICAL YARD ARE TO
FINISHED GRADE OF CONC. PAD.
2. "CROWN" BUILDING PAD BY
GRADING FROM EDGE UP 1.0% TO
"PAD" ELEVATIONS SHOWN.
X
X
X
X
710
705
X
3. THE SITE CONTRACTOR SHALL
BE RESPONSIBLE FOR
PLACEMENT AND SPREADING OF
ALL TOPSOIL REQUIRED FOR
COMPLETION OF THE REQUIRED
LANDSCAPING ONCE OTHER
EARTHWORK ACTIVITIES ARE
COMPLETED, INCLUDING
PLACEMENT OF TOPSOIL OVER
AREAS BACKFILLED AGAINST THE
STORM SHELTER FOUNDATION
WALLS UNDER THE BUILDING
CONTRACTOR'S SCOPE OF
WORK.
X
X
700
X
X
X
X
X
2
X
X
706
FG
708.50
X
X
X
X
X
70
7
708
8
70
707
708
705
W
X
70
8
5
70
X
70
70
4
3
2
70
70
70
1
0
X
HP
707.62
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
2
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
4. EXCESS MATERIAL
GENERATED FROM EARTHWORK
IS TO BE HAULED OFFSITE AS
DIRECTED BY THE OWNER.
W
PAD
708.78
706
1
WALK (TYP) FG (TYP)
708.45
708.00
1
PAD
708.78
1
FG
707.78
FG
707.50
FG
706.58
FG
706.70
PAD
708.79
NYLOPLAST
DUCTILE IRON
HP
707.35
SITE BENCHMARK NO. 1
W
699
X
W
X
703
TOP STEP: 708.45
BOTTOM STEP: 706.95
DO NOT POLLUTE DRAINS TO WATERWAYS
70
1
702
1
707
X
DUCTILE IRON
FG
704.63
DO NOT POLLUTE DRAINS TO WATERWAYS
HP
708.37
DO NOT POLLUTE DRAINS TO WATERWAYS
X
DO NOT POLLUTE DRAINS TO WATERWAYS
700
W
FG
706.19
X
X
706
X
X
X
X
X
700
707
706
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
W 709
W
WW
W
WW
710
3
FG
705.78
WW
709
709
6
708 707 70
700
700
WW
708
77
1010
FG
705.24
2
W
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
703
704
W
696
X
697
707
X
X
X
X
LOWER EX. POWER POLE
ELEVATION PER GRADING
W
FG
705.53
X
X
X
X
6 95
709
W
705
BENCHMARK #3
N: 1558108.13
E: 434296.47
707
DUCTILE IRON
706
W
1
NYLOPLAST
X
DO NOT POLLUTE DRAINS TO WATERWAYS
706
70098
7 07
7
FG
707.56
HP
707.85
X
698
HP
707.85
W
W
FG
707.37
PAD
708.78
GAS
W
696
695
W
FG
705.63
695
1
GAS
W
697
W
S
FG (TYP)
708.00
GAS
W
709
HP
707.35
708
PAD
708.79
FG (TYP)
708.00
TOP STEP: 708.35
BOTTOM STEP: 706.85
NYLOPLAST
DUCTILE IRON
699
1
WALK (TYP) 1
708.45
PAD
708.78
FG
707.80
70
9
NYLOPLAST
DUCTILE IRON
X
X
DUCTILE IRON
707
701
702
701
700
FG
704.63
NYLOPLAST
707
708
699
698
X
NYLOPLAST
DUCTILE IRON
FG
708.08
DUCTILE IRON
WALK (TYP)
706.85
7
70
FG
708.22
FG
708.43
TRAVERSE MAG NAIL ON THE EAST SIDE
OF MERIDIAN STREET,
APPROXIMATELY 75' NORTH OF THE
EXISTING CREEK
ELEV: 707.94
707
700
708
W
8
5
HP
707.95
NYLOPLAST
710
FG
708.45
7
SITE BENCHMARK NO. 3
DO NOT POLLUTE DRAINS TO WATERWAYS
W
DO NOT POLLUTE DRAINS TO WATERWAYS
9
MAG NAIL ON THE EAST SIDE OF MERIDIAN
STREET, APPROXIMATELY 45' NORTH OF
THE DRIVE ENTRANCE TO THE CRUMP
AGRICULTURAL MECHANICS BUILDING
ELEV: 709.05
708
08
1
SITE BENCHMARK NO. 2
EX. POWER POLE
TO REMAIN
707
FG
708.14
FG
708.30
FG
708.38
70
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
88
7700
70
7
6
70
2
70
FG
705.03
70
X
FG
704.63
X
DO NOT POLLUTE DRAINS TO WATERWAYS
706
DO NOT POLLUTE DRAINS TO WATERWAYS
70
7
W
707
704
703
702
701
X
FG
707.74
FG
708.60
W
NEW RESIDENCE HALL
F.F.E.= 708.50
X
697
HP
708.74
708.75
DUCTILE IRON
70
X
DUCTILE IRON
DUCTILE IRON
NYLOPLAST
2
7
70
8
70
NYLOPLAST
NYLOPLAST
X
X
698
FG
708.21
FG
708.08
X
698
697
FG
705.03
705.02
WALK (TYP)
708.45
X
X
699
700
FG
704.63
S
X
DUCTILE IRON
FG
707.71
707
NYLOPLAST
FG
707.35
TRAVERSE NAIL ON THE WEST SIDE OF
MERIDIAN STREET, APPROXIMATELY 65'
NORTH OF THE DRIVE ENTRANCE TO THE
CRUMP AGRICULTURAL MECHANICS BUILDING
ELEV: 710.95
X
HP
708.00
8
70
PF
1
700
705
706
#
1
2
3
DATE
CHANGE DESCRIPTION
5/3/16 Add. 1 - Site Packagage Revisions
5/9/16 Add. 2 - Site Packagage Revisions
5/13/16 Add. 3 - Site Packagage Revisions
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
Grading 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. #
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
landscape
architecture
X
X
X
700
X
X
X
X
X
710
705
X
X
X
X
X
X
X
X
X
X
5
X
X
X
X
X
70
7
707
708
708
705
W
X
8
70
STR B1
TOP= 703.94
I.E. OUT=
701.19
X
70
8
70
706
70
4
70
3
70
2
70
70
1
0
X
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
STR A1
TOP= 706.12
I.E. OUT=
703.10
Structure Name
COORDINATES
Structure Details
DUCTILE IRON
RIM = 706.12
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
X
DUCTILE IRON
N: 1558407.94
E: 434202.78
Pipe - (190) 18" I.E. OUT = 703.10
41 LF 18"
@ 0.50%
707
105 LF
W18"
@ 0.50%
RIM = 705.55
NYLOPLAST
DUCTILE IRON
RIM = 705.55
W
7
70
8
70
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
STR C2
TOP= 707.70
I.E. IN (N)= 703.51
I.E. IN (SE)= 703.51
I.E. OUT=
703.41
RIM = 705.84
STR A3
TOP= 705.55
I.E. IN (N)= 702.46
I.E. IN (W)= 702.46
I.E. OUT=
702.36
NYLOPLAST
DUCTILE IRON
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
RIM = 705.79
N: 1558227.70
E: 434135.72
Pipe - (172) 15" I.E. OUT = 703.04
A4A
NEW RESIDENCE HALL
F.F.E.= 708.50
63 LF 18"
@ 0.50%
X
44 LF 15"
@ 0.50%
W
DUCTILE IRON
S
61 LF 18"
@ 0.87%
N: 1558294.02
E: 434136.83
Pipe - (171) 18" I.E. OUT = 702.99
A3A
707
STR A3A
TOP= 705.74
I.E. OUT=
702.99
RIM = 705.74
DO NOT POLLUTE DRAINS TO WATERWAYS
706
DO NOT POLLUTE DRAINS TO WATERWAYS
W
704
703
702
701
STR C2A
TOP= 706.23
I.E. IN (STUB)= 703.83
4" ORIFICE= 703.73
I.E. OUT=
703.73
W93 LF 18"
@ 0.50%
697
68 LF 18"
@ 0.50%
X
X
DUCTILE IRON
STUB 8" HDPE
10 LF PVC FOR
CONNECTION OF
FOUNDATION DRAIN
707
700
698
699
X
1
NYLOPLAST
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
A3
PF
STR B2
TOP= 704.86
I.E. IN= 700.66
I.E. OUT=
700.56
N: 1558364.39
Pipe - (190) 18" I.E. IN = 702.90
E: 434202.05
Pipe - (167) 18" I.E. OUT = 702.80
A2
STR A2
TOP= 705.55
I.E. IN= 702.90
I.E. OUT=
702.80
DO NOT POLLUTE DRAINS TO WATERWAYS
X
703
702
70
1
W
A1
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
8
70
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
X
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
70
2
DUCTILE IRON
701
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
W
95 LF
W 18"
@ 0.50%
704
703
STR D1
TOP= 706.92
I.E. OUT=
703.13
3
B4
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
NYLOPLAST
RIM = 701.95
DO NOT POLLUTE DRAINS TO WATERWAYS
W
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
W
59 LF 15"
@ 1.93%
X
47 LF 24"
@ 0.50%
WW
X
700
X
X
X
X
X
STR B5 HWALL
TOP= 701.95
I.E. IN= 699.20
700
WW
710
X
X
X
X
X
X
X
X
X
X
X
X
X
695
W
WW
STR D2 HWALL
TOP= 704.50
I.E. IN= 702.00
B5 HWALL
STR A5
TOP= 705.50
I.E. IN= 701.37
I.E. OUT=
701.27
N: 1558195.18
E: 434008.49
Pipe - (183) 15" I.E. OUT = 704.57
RIM = 707.70
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
700
700
N: 1558063.08
E: 433846.84
Pipe - (180) 24" I.E. IN = 699.20
RIM = 706.75
C1
GAS
W
695
WW
58 LF
@ 0.5 24"
0%
W
X
W
X
W
X
W
708
W
X
W
GAS
W
697
W
696
695
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
3
RIM = 704.79
N: 1558112.83
Pipe - (179) 18" I.E. IN = 699.53
E: 433850.01
Pipe - (180) 24" I.E. OUT = 699.43
B3
W
X
RIM = 704.83
NYLOPLAST
X
N: 1558306.27
Pipe - (177) 18" I.E. IN = 700.66
E: 433853.26
Pipe - (178) 18" I.E. OUT = 700.56
B2
S
DUCTILE IRON
X
RIM = 704.86
GAS
W
702
701
700
699
698
X
708
STR C1
TOP= 706.75
I.E. OUT=
704.57
STR B4
TOP= 704.79
I.E. IN= 699.53
I.E. OUT=
699.43
N: 1558413.84
E: 433855.07
Pipe - (177) 18" I.E. OUT = 701.19
70
9
NYLOPLAST
DUCTILE IRON
X
700
708
N: 1558050.57
E: 434183.71
Pipe - (170) 24" I.E. IN = 700.98
RIM = 703.94
B1
114 LF 18"
@ 0.50%
X
DUCTILE IRON
STR B3
TOP= 704.83
I.E. IN (N)= 700.10
I.E. IN (E)= 700.10
I.E. OUT=
700.00
STR A4A
TOP= 705.79
I.E. OUT=
703.04
6
@4L
1.6 F 1
6% 5"
RIM = 703.73
A6 HWALL
707
W
"
LF 18
106 3.11%
@
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%
STR A6 HWALL
TOP= 703.73
I.E. IN= 700.98
RIM = 706.23
N: 1558286.86
E: 433957.80
Pipe - (181) 15" I.E. OUT = 703.73
C2A
705
706
RIM = 706.92
N: 1558119.96
E: 434037.60
Pipe - (184) 15" I.E. OUT = 703.13
D1
RIM = 704.50
D2 HWALL
N: 1558058.64
E: 434042.96
Pipe - (184) 15" I.E. IN = 702.00
#
1
2
3
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:
PIPE RUN
DATE
CHANGE DESCRIPTION
5/3/16 Add. 1 - Site Packagage Revisions
5/9/16 Add. 2 - Site Packagage Revisions
5/13/16 Add. 3 - Site Packagage Revisions
SIZE LENGTH SLOPE
D1-D2 HWALL 15"
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%
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. #
C108
4/22/2016