Addendum #1
New Residence Hall Site Package
Alabama A & M University
May 03, 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 12
attachments. The descriptions below are intended as a summary only of the changes to the
Drawings. Bidders are required to incorporate all clouded changes to the Drawings into their
Bid, regardless of whether or not the changes are listed below.
CHANGES TO DRAWINGS:
1. C101
a.
2. C102
a.
3. C103
a.
b.
Added “Materials Testing” notes to “General Notes”
Added notes clarifying the scope of demolition work for the site contractor
Added new pedestrian bridge to cross existing creek
Added new sidewalk to connect front door entrance (northern most door) to side
door entrance sidewalk on the north side of the building
c. Added notes clarifying the scope of site contractor versus building contractor
d. Relocated fire hydrants to curb islands
4. C104
a. Relocated fire hydrants to curb islands
b. Relocated “yard hydrant” to NW corner of the mechanical yard
c. Relocated water line connections (domestic and fire) to building
d. Added notes clarifying the scope of site contractor versus building contractor
e. Added new sidewalk to connect front door entrance (northern most door) to side
door entrance sidewalk on the north side of the building
5. C105
a. Added (3) benchmark locations
b. Added spot elevations in the pad to create “crown” for positive drainage
c. Reduced high point elevation in courtyard area
6. C106
a. Added note regarding stabilization of building pad
7. C107
a. Added notes clarifying the scope of site contractor versus building contractor
b. Added extents and details for grading the storm shelter pit
8. C108
a. Added orifice and stub pipe information to structure “C2A”
9. C109
a. Added standard curb and gutter detail
10. C110
a. Added straw wattle detail
11. C111
a. Added all sanitary sewer details
12. L101
a. Added irrigation sleeves to the landscape plan
b. Revised landscape beds at entrance of building, added shrubs and groundcover.
c. Updated the plant schedule
CHANGES TO THE SPECIFICATIONS:
1. Section 00 40 00 Notice and Instructions to Bidders—Replace the first page with the page
attached to this addendum.
2. 01 50 00 Temporary Facilities and Controls- Add Section 1.05 H, as follows:
Contractor will provide a location for Construction Manger to setup and occupy a single wide
trailer for the duration of the project. Contractor will provide temporary utility connections to
this trailer.
CLARIFICATIONS:
1. Construction fence to remain in place for the duration of the Sitework and the Building projects,
until the Owner occupies the Building.
2. ADEM fee will be paid by the Owner.
3. Geotechnical Report is included for reference.
4. 00 40 01 Proposal Form— Acknowledge all addenda received by listing each number in the box
next to “Addenda Received”
5. Davis Bacon Wage Rates- The University provides the following link
http://www.dol.gov/whd/regs/compliance/whdfs66.pdf
6. Attendance at Pre-Bid meeting is not mandatory.
ATTACHMENTS:
C101 – Project Notes
C102 – Demolition Plan
C103 – Site Development Plan
C104 – Utility Plan
C105 – Grading Plan
C106 – Erosion Control Plan
C107 – Storm Shelter Grading Plan
C108 – Storm Sewer Plan
C109 – Construction Details
C110 – Construction Details
C111 – Construction Details
16-0194 Subsurface Geo Exploration dated April 4, 2016
SP 00 40 00 --PAGE 1 ONLY--Addendum 1.pdf
END OF ADDENDUM # 1
ALABAMA A&M UNIVERSITY
NOTICE AND INSTRUCTIONS TO BIDDERS
NEW RESIDENCE HALL – SITEWORK PACKAGE
Bid Release Date ....................................................................... April 25, 2016
Pre-Bid Meeting Date…………………………………………….. May 4, 2016
Deadline for Submitting Questions..............................................May 6, 2016 @ 10:00 AM CDT
Deadline for Submitting Bids…….. .............................................May 13, 2016 @ 2:00 PM CDT
Proposed Award Contract ..........................................................May 27, 2016
Sitework Mobilization………………………………………………May 31, 2016
13 2016
20
Sitework Contractor Start Date…………………………………… June 13,
Building Pad Completion…………………………………………... July 20, 2016
Overall Completion Date…………………………………………..Spring/Summer 2017
Substantial Completion…………………………………………….July 18, 2017
Addendum 1
Bid No. 2K16-05F
Contact: JEFFREY ROBINSON
Director of Purchasing
Phone: 256.372.8211
Fax: 256.372.5746
© 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
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS (SEE SHEET C106, NOTE #3 FOR
ADMINISTRATION OF ADEM PERMIT).
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.
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.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS AND OTHER STRUCTURES WHICH IS CAUSED
BY CONSTRUCTION ACTIVITIES.
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.
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.
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.
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.
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. ALL STORM DRAINAGE PIPES SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE) PIPE. 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.
EARTHWORK GENERAL NOTES
1.
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.
1
14. MATERIALS TESTING REQUIREMENTS:
A.) LABORATORY SERVICES REQUIRED TO PERFORM THE SPECIFIED TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING
LABORATORY EMPLOYED AND PAID FOR BY THE OWNER.
B.) COOPERATE WITH THE LABORATORY TO FACILITATE THE EXECUTION OF ITS REQUIRED SERVICES.
C.) EMPLOYMENT OF THE LABORATORY SHALL IN NO WAY RELIEVE CONTRACTOR'S OBLIGATIONS TO PERFORM THE WORK OF THE
CONTRACT.
D.) THE TESTING AGENCY SHALL DETERMINE THE REQUIRED TESTS.
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.
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.
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - 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
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
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
landscape
architecture
1
NOTES:
1. THE OWNER HAS PROCURED A
BUILDING DEMOLITION CONTRACTOR
UNDER A SEPARATE CONTRACT TO
DEMOLISH THE EXISTING BUILDINGS,
PADS, SIDEWALKS, PAVEMENTS AND
SUBSURFACE ELEMENTS PRIOR TO THE
COMMENCEMENT OF THE WORK OF THIS
PACKAGE.
700
2. REMOVE ALL POWER POLES & LIGHT
POLES ON SITE (MARKED "X") EXCEPT AS
NOTED.
710
705
3. DEMO/ABANDON EX. UTILITIES AS
NEEDED FOR CONSTRUCTION.
DEMO GRAVEL
ROAD
RELOCATE EX. POWER
POLE AS NEEDED
70
8
RELOCATE EX. POWER
POLE TO THE NORTH
(APPROXIMATE LOCATION)
707
708
703
702
70
1
DEMO EX. SIDEWALK
& CURB & GUTTER AS
NEEDED FOR CONSTRUCTION
OF NEW DRIVE
(SEE SHEET C103)
RELOCATE EX. POWER
POLE AS NEEDED
707
706
707
DEMOLITION OF
WATCH TOWER
TO BE COMPLETED
BY OWNER.
EX. POWER POLE
TO REMAIN
70
2
701
70
700
9
707
DEMO GRAVEL
ROAD AS NEEDED
708
REMOVE EX.
SANITARY SEWER
STRUCTURE
DEMO EX. SANITARY
LATERAL (APPROXIMATE
LOCATION)
EX. POWER POLE
TO REMAIN
LOWER EX. POWER POLE
ELEVATION PER GRADING
PLAN. (SEE SHEET C104)
700
695
700
708
700
695
700
#
1
705
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
706
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
SCALE: 1" = 30'
0
30'
60'
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
90'
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
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
land
surveying
319.38'
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
F/O
F/O
F/O
46.14'
R5
F/O
15.00'
F/O
26.00'
26.00'
9.00'
50'
0'
5.0
R1
R4.
R238.00'
5.
00
'
24.00'
R2
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/
OWNER FOR TIMING OF REMOVAL OF
FENCE.
0'
.0
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
0'
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
R
W
CURB &
GUTTER
24.00'
1
5.00'
WALK
N: 1558399.26
E: 433872.93
N: 1558394.20
E: 434174.22
(3) STEPS REQ'D
(SEE GRADING PLAN)
W
24.00'
5.00'
WALK
0
5.
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
2. BUILDING CONTRACTOR TO INSTALL
GAS LINE BEYOND THE METER.
HUNTSVILLE UTILITIES TO INSTALL THE
METER AND THE LINE UP TO THE GAS
MAIN
7.00'
WALK
DUCTILE IRON
N: 1558340.60
E: 433871.94
N: 1558339.14
E: 434038.28
W
N: 1558335.54
E: 434173.24
N: 1558338.15
E: 434096.94
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
MERIDIAN ST.
9'-8"
WALK
NYLOPLAST
'
00 K
6. AL
W
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
5.00'
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
37.00'
W
(7) HANDICAP SPACES
(2% MAX SLOPE
ANY DIRECTION
25.50'
NEW RESIDENCE HALL
F.F.E.= 708.50
9.00'
WALK
6.00'
CROSS
WALK
0'
.5
R4
10.00'
WALK
W
5.00'
NYLOPLAST
23.00'
311.00'
5.00'
0'
.5
4
R
LANDING REQ'D
(SEE DETAIL)
9.00'
CONC.
DUCTILE IRON
'
.50
4
R
3. 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.
S
9'-8"
WALK
W
9.00'
(TYP)
PF
20.00'
(TYP)
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
ABBREVIATIONS
LEGEND
BOC
BACK OF CURB
CONC.
CONCRETE
EL., ELEV.
ELEVATION
CONCRETE MONUMENT, SET
EOP
EDGE OF PAVEMENT
PROPERTY CORNER, FOUND
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
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
37.34'
5.44'
R56
'
5.00LK
WA
W
.70'
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
'
00 K
6. AL
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
R1
5.
24.00'
5.00'
WALK
00
N: 1558186.50
E: 434035.71
'
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
R50
.0
0'
N: 1558190.62
E: 433869.42
9.00'
W
(3) STEPS REQ'D
(SEE GRADING PLAN)
R56
N: 1558131.97
E: 433868.44
DO NOT POLLUTE DRAINS TO WATERWAYS
F/O
F/O
DUMPSTER
PAD
DO NOT POLLUTE DRAINS TO WATERWAYS
F/O
1
'
37.69
W
R3
W
W
.0
0
15.95'
F/O
ASPHALT DRIVE
TO MECHANICAL
YARD
F/O
S
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER LINE
S
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER LINE
F/O
25.00'
5.00'
WALK
GAS
F/O
GAS
F/O
WW
GAS
GAS
F/O
WW
WW
GAS
GAS
F/O
GAS
G
F/O
25' X 50' CONC. PAD
FOR MECHANICAL YARD
(BUILDING CONTRACTOR'S
SCOPE)
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING WATER LINE
EXISTING WATER VALVE
PROPOSED WATER VALVE
H
37.54'
F/O
'
WW
W
F/O
W
GAS
W
F/O
DUCTILE IRON
W
12.00'
0'
W
12.00'
21.00'
W
R3.00'
F/O
.0
15
W
NYLOPLAST
GAS
W
0'
F/O
UNDERGROUND ELECTRIC LINE
NYLOPLAST
DUCTILE IRON
R144.00'
0
2.
F/O
DIRECTION OF FLOW
NYLOPLAST
R1
1
W
R
180.00'
CONCRETE
DUCTILE IRON
'
.00
R3
15.00'
NEW F.H.
'
N: 1558126.90
E: 434169.73
FENCE
DO NOT POLLUTE DRAINS TO WATERWAYS
R3
.0
0
24.00'
9.00'
W
5'X5'
CONC. PAD
5.00'
WALK
7.00'
WALK
.70'
GAS
W
CURB &
GUTTER
0'
.0
5
R
N: 1558185.51
E: 434094.37
5
W .00
AL '
K
S
N: 1558185.56
E: 434170.71
5.00'
WALK
20.00'
(TYP)
PROPERTY CORNER, SET
PROPOSED FIRE HYDRANT
D
24.00'
landscape
architecture
Y
EXISTING GAS LINE
MECHANICAL YARD WALL
(ADD "WEEPS" ON SOUTH
SIDE FOR DRAINAGE)
(DESIGN BY OTHERS)
(BUILDING CONTRACTOR'S
SCOPE)
PEDESTRIAN BRIDGE
FOR CREEK CROSSING
(DESIGN BY OTHERS)
PROPOSED GAS LINE
EXISTING CONTOURS
EG 661.2
SCALE: 1" = 30'
0
EXISTING SPOT ELEVATION
PROPOSED CONTOURS
30'
60'
90'
FG 662.50
PROPOSED SPOT ELEVATION
TREE LINE
EXISTING TREES
x
TEMPORARY SILT FENCE
TEMPORARY STONE CHECK DAM
TEMPORARY STRAW WATTLE
9.00'
WALK
EXISTING STORM PIPE
6.00'
DEMO EXISTING ASPHALT
6.00'
5.00'
WALK
EXISTING AREA TO REMAIN
AREA INLET
5.00'
5.00'
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
8.00'
8.00'
8.00'
8.00'
8.00'
5.00'
8.00'
8.00'
9.00'
HANDICAP PARKING
SCALE: 1" = 10'
10'
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
PARKING SUMMARY:
CURB &
GUTTER
0
#
1
20'
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
30'
PROVIDED PARKING:
PROVIDED SPACES = 254
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
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: ALL UTILITY DETAILS, INCLUDING
BEDDING, INSTALLATION, PIPE FITTINGS,
ETC., SHOULD BE IN ACCORDANCE WITH
THE HUNTSVILLE UTILITIES
SPECIFICATIONS.
DUMPSTER
PAD
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
EX. SANITARY
SEWER MAIN
F/O
F/O
F/O
F/O
1
NEW F.H.
F/O
TIE-IN TO EX.
FIBER OPTIC LINE
(CONTRACTOR TO
VERIFY LOCATION)
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%
5
W .00
AL '
K
MERIDIAN ST.
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
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'
5 LF 6" PVC
@ 2.00%
"YARD HYDRANT"
TO SERVICE
MECHANICAL YARD
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
W
1
W
W
W
DO NOT POLLUTE DRAINS TO WATERWAYS
W
W
TIE-IN TO EX.
FIBER OPTIC LINE
(CONTRACTOR TO
VERIFY LOCATION)
F/O
F/O
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
GAS
WW
W
WW
8" FIRE
LINE
GAS
GAS
F/O
NEW GAS LINE TO SERVICE
MECHANICAL YARD
(BUILDING CONTRACTOR
SCOPE)
GAS
F/O
WW
WW
WATER VAULTS
(INSTALL FDC BY
BACKFLOW PREVENTER)
GAS
GAS
F/O
GAS
G
GAS
W
F/O
W
NYLOPLAST
DUCTILE IRON
F/O
W
GAS
W
W
F/O
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
TAPPING SLEEVE
& VALVE
3" D.I. DOMESTIC
WATER
NYLOPLAST
DUCTILE IRON
GAS
W
1
1" IRRIGATION
METER
1
NEW F.H.
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
C.O. WITHIN 5' OF BLDG.
(SEE PLUMBING PLAN)
W
W
COORDINATE W/ M.E.P.
ON CONNECTION TO
BUILDING
S
C
" PV
F 6 8%
L
65 2.9
@
F/O
NEW GAS
METER
F.H. W/
VALVE
EX. GAS MAIN
(EXACT LOCATION
UNKNOWN)
EX. 8" CAST
IRON WATER MAIN
(APPROXIMATE)
1
NEW FIBER OPTIC ROUTE
(INSTALL TWO 2" CONDUITS
PER ROUTE SHOWN; INSTALL
PULL BOXES EVERY 100')
EX. SANITARY
SEWER MAIN
#
1
SCALE: 1" = 30'
0
30'
60'
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
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
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
BENCHMARK #1
N: 1558530.62
E: 434222.96
700
BENCHMARK #2
N: 1558511.03
E: 1558511.03
710
705
700
1
706
5
70
70
7
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
708
8
70
707
708
705
W
SITE BENCHMARK NO. 1
70
8
70
4
70
3
70
2
70
1
70
0
FG
708.50
HP
707.62
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
SITE BENCHMARK NO. 2
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
706
WALK (TYP) FG (TYP)
708.45
708.00
PAD
708.78
1
FG
706.58
FG
706.70
PAD
708.79
NYLOPLAST
SITE BENCHMARK NO. 3
DUCTILE IRON
TRAVERSE MAG NAIL ON THE EAST SIDE
OF MERIDIAN STREET,
APPROXIMATELY 75' NORTH OF THE
EXISTING CREEK
ELEV: 707.94
HP
707.35
W
1
FG
707.50
1
DO NOT POLLUTE DRAINS TO WATERWAYS
W
PAD
708.78
FG
707.78
707
703
702
70
1
TOP STEP: 708.45
BOTTOM STEP: 706.95
699
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
1
W
FG
704.63
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
NEW RESIDENCE HALL
F.F.E.= 708.50
NYLOPLAST
EX. POWER POLE
TO REMAIN
DUCTILE IRON
88
7700
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
FG
708.08
9
DO NOT POLLUTE DRAINS TO WATERWAYS
W
1
708
DO NOT POLLUTE DRAINS TO WATERWAYS
709
W
W
W
W
DUCTILE IRON
709
FG
705.78
FG
705.53
FG
705.24
W
WW
710
WW
WW
709
709
LOWER EX. POWER POLE
ELEVATION PER GRADING
WW
6
708 707 70
700
695
700
708
77
1010
700
695
W
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
706
709
W
707
706
W
DO NOT POLLUTE DRAINS TO WATERWAYS
705
W
BENCHMARK #3
N: 1558108.13
E: 434296.47
NYLOPLAST
DUCTILE IRON
GAS
W
696
FG
705.63
7
70
697
W
FG
707.56
GAS
W
DUCTILE IRON
W
FG
707.37
HP
707.85
W
706
707
704
703
696
697
HP
707.85
FG
706.22
NYLOPLAST
700
1
PAD
708.78
TOP STEP: 708.35
BOTTOM STEP: 706.85
709
S
FG (TYP)
708.00
GAS
W
702
701
700
698
699
FG
704.63
708
PAD
708.79
FG (TYP)
708.00
HP
707.35
70
NYLOPLAST
DUCTILE IRON
WALK (TYP) 1
708.45
PAD
708.78
FG
707.80
707
708
WALK (TYP)
706.85
NYLOPLAST
DUCTILE IRON
707
701
DO NOT POLLUTE DRAINS TO WATERWAYS
FG
708.22
FG
708.43
DUCTILE IRON
700
7
707
07
708
5
70
W
8
FG
708.45
HP
707.95
NYLOPLAST
710
708
8
70
FG
708.38
09
7
70
7
70
6
70
FG
705.03
FG
708.30
DO NOT POLLUTE DRAINS TO WATERWAYS
W
FG
708.60
HP
708.37
707
FG
708.14
DO NOT POLLUTE DRAINS TO WATERWAYS
FG
707.74
DUCTILE IRON
70
2
695
7
70
8
70
HP
708.74
708.75
NYLOPLAST
698
NYLOPLAST
DUCTILE IRON
706
FG
708.21
FG
708.08
707
WALK (TYP)
708.45
DO NOT POLLUTE DRAINS TO WATERWAYS
FG
705.03
705.02
S
DUCTILE IRON
FG
704.63
699
FG
707.35
DO NOT POLLUTE DRAINS TO WATERWAYS
706
DO NOT POLLUTE DRAINS TO WATERWAYS
70
7
W
707
704
703
702
701
FG
704.63
W
697
698
700
699
698
697
DUCTILE IRON
FG
707.71
707
NYLOPLAST
8
70
PF
1
HP
708.00
700
705
706
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - 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
700
CHECK DAMS ALONG
DITCHES (TYP)
7 10
X
705
X
TEMP. SILT
FENCE
X
7 06
8
70
7
70
70
4
70
3
2
70
70
70
1
0
X
5
70
TEMP. CONSTRUCTION
ENTRANCE
708
705
W
708
8
70
X
707
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
70
1
W
X
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
STRAW WATTLES
AT ALL STORM INELTS
707
APPLY POLYACRYLAMIDE (PAM)
TO BUILDING PAD (DASHED
AREA) FOR EROSION CONTROL
(COORD. W/ GEOTECH. FOR SPEC'S)
W
X
703
702
1
DUCTILE IRON
W
X
707
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
7
70
8
70
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
706
W
DO NOT POLLUTE DRAINS TO WATERWAYS
702
701
NYLOPLAST
DUCTILE IRON
W
698
697
NYLOPLAST
DUCTILE IRON
707
700
X
699
CHECK DAMS ALONG
DITCHES (TYP)
703
X
704
S
DUCTILE IRON
STRAW WATTLES
AT ALL STORM INELTS
X
NEW RESIDENCE HALL
F.F.E.= 708.50
W
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
W
DUCTILE IRON
70
2
701
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
9
W
DO NOT POLLUTE DRAINS TO WATERWAYS
700
70
NYLOPLAST
DUCTILE IRON
707
X
708
708
S
X
1
X
W
APPLY POLYACRYLAMIDE (PAM)
TO BUILDING PAD (DASHED
AREA) FOR EROSION CONTROL
(COORD. W/ GEOTECH. FOR SPEC'S)
STRAW WATTLES
AT ALL STORM INELTS
W
701
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
X
698
699
700
GAS
W
702
703
704
TEMP. SILT
FENCE
W
DUCTILE IRON
W
W
W
W
W
WW
W
696
WW
WW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
700
X
X
GAS
W
X
X
WW
X
X
700
695
695
TEMP. SILT
FENCE
X
X
708
X
695
697
W
710
X
X
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
GAS
W
W
DUCTILE IRON
700
700
705
706
RIPRAP REQ'D
AT OUTLET
STRUCTURES (TYP)
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - 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
Tech. Coord.: Checker
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. #
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
1
700
NOTES:
1. SITE WORK CONTRACTOR TO GRADE
TO F.F.E. OF STORM SHELTER & TIE-IN TO
FINISHED GRADE AT 2:1 MAX SLOPE AS
SHOWN (ADD HIGH POINT AS
SHOWN TO DRAIN AWAY
FROM SHELTER PIT). BUILDING
CONTRACTOR IS RESPONSIBLE FOR
BACKFILL AGAINST FOUNDATION WALLS
ONCE FOUNDATION IS COMPLETE.
710
705
1
70
8
70
7
SITE CONTRACTOR TO
TIE-IN FROM SHELTER
TO FINISHED GRADE
AT 2:1 MAX SLOPE
(ADD HIGH POINT AS
SHOWN TO DRAIN AWAY
FROM SHELTER PIT)
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
708 709
705
W
700
700
LP
698.41
700
705
HP
709.00
W
STORM SHELTER
F.F.E.= 698.50
S
707
706
DO NOT POLLUTE DRAINS TO WATERWAYS
W
704
703
702
701
PF
HP
709.00
707
700
69 9
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
LP
698.26
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DUCTILE IRON
7
70
NYLOPLAST
DUCTILE IRON
8
70
W
698
697
NYLOPLAST
DUCTILE IRON
705
708
LP
698.33
708
NOTE: GRADE LOW POINTS
IN PAD AS SHOWN ("LP")
NYLOPLAST
LP
698.42
700
DO NOT POLLUTE DRAINS TO WATERWAYS
703
702
705
DUCTILE IRON
NYLOPLAST
DUCTILE IRON
708 709
70
1
W
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
708
705
708
HP
707.75
8
70
707
W
3. SITE CONTRACTOR IS RESPONSIBLE
FOR TRANSFERRING THE ADEM PERMIT
FROM THE UNIVERSITY UPON
COMMENCEMENT OF THEIR WORK. THEY
ARE ALSO RESPONSIBLE FOR
INSTALLATION AND MAINTENANCE OF
EROSION CONTROL MEASURES UNTIL
THE PERMIT IS TRANSFERRED TO THE
BUILDING CONTRACTOR.
DO NOT POLLUTE DRAINS TO WATERWAYS
5
707
70
706
70
4
70
3
70
2
70
70
1
0
2. SITE WORK CONTRACTOR IS
RESPONSIBLE FOR DEWATERING THE
EXCAVATED AREA UNTIL THE BUILDING
CONTRACTOR BEGINS CONSTRUCTION
OF BUILDING.
700
705
708
709
W
8
70
HP
708.98
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
W
DUCTILE IRON
70
2
701
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
W
DUCTILE IRON
9
707
70
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
700
708
708
W
704
W
GAS
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
698
699
700
701
702
703
S
W
W
W
DUCTILE IRON
W
W
W
W
W
696
W
WW
WW
WW
WW
710
GAS
W
700
700
695
695
700
708
695
697
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
W
GAS
W
DUCTILE IRON
700
705
706
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - 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
Storm Shelter
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. #
C107
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
706
707
708
705
W
708
8
70
STR B1
TOP= 703.94
I.E. OUT=
701.19
70
7
70
8
70
70
4
3
70
2
70
1
0
70
710
705
5
70
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
DUCTILE IRON
N: 1558407.94
E: 434202.78
Pipe - (190) 18" I.E. OUT = 703.10
41 LF 18"
@ 0.50%
DO NOT POLLUTE DRAINS TO WATERWAYS
68 LF 18"
@ 0.50%
W
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
STR A3A
TOP= 705.74
I.E. OUT=
702.99
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
7
70
S
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
61 LF 18"
@ 0.87%
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
DUCTILE IRON
8
44 LF 15"
@ 0.50%
W
70
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%
STR C2
TOP= 707.70
I.E. IN (N)= 703.51
I.E. IN (SE)= 703.51
I.E. OUT=
703.41
W93 LF 18"
@ 0.50%
N: 1558294.02
E: 434136.83
Pipe - (171) 18" I.E. OUT = 702.99
A3A
707
STR C2A
TOP= 706.23
I.E. IN (STUB)= 703.83
4" ORIFICE= 703.73
I.E. OUT=
703.73
STUB 8" HDPE
10 LF PVC FOR
CONNECTION OF
FOUNDATION DRAIN
RIM = 705.74
DO NOT POLLUTE DRAINS TO WATERWAYS
706
DO NOT POLLUTE DRAINS TO WATERWAYS
W
704
703
702
NYLOPLAST
707
698
699
700
701
NYLOPLAST
N: 1558364.39
Pipe - (190) 18" I.E. IN = 702.90
E: 434202.05
Pipe - (167) 18" I.E. OUT = 702.80
A2
A3
1
DUCTILE IRON
RIM = 705.55
STR A2
TOP= 705.55
I.E. IN= 702.90
I.E. OUT=
702.80
DUCTILE IRON
PF
STR B2
TOP= 704.86
I.E. IN= 700.66
I.E. OUT=
700.56
697
707
105 LF
W18"
@ 0.50%
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
08
7
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
701
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
70
W
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
9
708
95 LF
W 18"
@ 0.50%
704
N: 1558306.27
Pipe - (177) 18" I.E. IN = 700.66
E: 433853.26
Pipe - (178) 18" I.E. OUT = 700.56
B2
RIM = 704.83
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
W
STR D1
TOP= 706.92
I.E. OUT=
703.13
RIM = 705.27
N: 1558112.83
Pipe - (179) 18" I.E. IN = 699.53
E: 433850.01
Pipe - (180) 24" I.E. OUT = 699.43
B4
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
NYLOPLAST
RIM = 701.95
DO NOT POLLUTE DRAINS TO WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
W
W
W
W
695
WW
WW
WW
710
700
B5 HWALL
STR A5
TOP= 705.50
I.E. IN= 701.37
I.E. OUT=
701.27
STR D2 HWALL
TOP= 704.50
I.E. IN= 702.00
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
700
700
N: 1558063.08
E: 433846.84
Pipe - (180) 24" I.E. IN = 699.20
RIM = 706.75
C1
C2
700
STR B5 HWALL
TOP= 701.95
I.E. IN= 699.20
WW
GAS
W
696
695
W
708
W
58 LF
@ 0.5 24"
0%
W
59 LF 15"
@ 1.93%
W
47 LF 24"
@ 0.50%
697
W
GAS
W
W
DUCTILE IRON
695
RIM = 704.86
S
114 LF 18"
@ 0.50%
STR C1
TOP= 706.75
I.E. OUT=
704.57
STR B4
TOP= 705.27
I.E. IN= 699.53
I.E. OUT=
699.43
N: 1558413.84
E: 433855.07
Pipe - (177) 18" I.E. OUT = 701.19
B1
708
N: 1558050.57
E: 434183.71
Pipe - (170) 24" I.E. IN = 700.98
RIM = 703.94
GAS
W
698
699
700
701
702
703
700
STR A4A
TOP= 705.79
I.E. OUT=
703.04
6
@4L
1.6 F 1
6% 5"
NYLOPLAST
STR B3
TOP= 704.83
I.E. IN (N)= 700.10
I.E. IN (E)= 700.10
I.E. OUT=
700.00
DO NOT POLLUTE DRAINS TO WATERWAYS
DUCTILE IRON
RIM = 703.73
A6 HWALL
707
W
70
2
NYLOPLAST
DUCTILE IRON
"
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%
NYLOPLAST
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
SCALE: 1" = 30'
0
30'
60'
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
90'
PIPE RUN
SIZE LENGTH SLOPE
D1-D2 HWALL 15"
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
DATE
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
© 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
168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE
BINDER COURSE, ALDOT, REF. 424-B OF SPECIFICATIONS.
4
NOTE: TRANSITION FROM STANDARD
TO SPILL GUTTER OVER A
DISTANCE OF 10 FEET.
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.
6"
STANDARD PAVEMENT SECTION
1 1\2"
NOT TO SCALE
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)
18"
24" IN STATE R-O-W
"R
12"
3" MIN
2
R
2"
FACE OF GUTTER
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.
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.
5"
3
"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.
6"
4
1
6"
3
2
FACE OF CURB
2
168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE
WEARING COURSE, ALDOT, REF. 424-A OF THE
SPECIFICATIONS.
BACK OF CURB
1
1
LIGHT BROOM STROKES
FINISH (TYP)
EXTEND BASE
6" BEYOND
BACK OF CURB
1"
1/4"
1/4
R
JOINT SEALING
COMPOUND (TYP)
SEE PAVEMENT SECTION
FOR REQUIREMENTS.
6"
STANDARD
CURB & GUTTER
JOINT SEALING COMPOUND (TYP)
NOTE: SPACE EXPANSION JOINTS AT
50' MAX., AND AT ALL LOCATIONS
WHERE CURB OR SIDEWALK
TERMINATES AGAINST A RIGID OBJECT.
1/4" PER FT.
4"
SEE TYPICAL PAVEMENT
SECTION FOR REQUIREMENTS
6"
6"
"R
landscape
architecture
SEE DETAIL 9, C1.03 FOR
EXPANSION JOINT REQ'TS
NOT TO SCALE
6"
1/2" PRE-MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC.
PVMT. (TYP)
1/2" PRE-MOLDED JOINT FILLER
REQ'D BETWEEN CURB & CONC. PVMT. (TYP)
CONCRETE SIDEWALK &
TURN-DOWN CURB DETAIL
SIDEWALK & CURB
EXPANSION JOINT DETAIL
NOT TO SCALE
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
CONC. G
PARKING ONLY
+6'-0"
NDING
CONC. LA
6"
5'-6"
RAMP BEYOND
18"x8" SIGN
"
6'-0
PERSPECTIVE VIEW
4"
2%
UTTER
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.
1. THE EXPANSION JOINT IS TO BE REPLACED WHERE THE NEW RAMP OR SIDEWALK JOINS EXISTING PAVEMENTACCEPTABLE
MANUFACTURERS AND PRODUCTS ARE
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)
(1) FOOT
ONE#30
3. THE SUBGRADE SHALL BE FREE OF ALL ROOTS AND OTHER UNDESIRABLE MATERIALS WITH THE ROOTS CUT BACK
ARCHITECTURAL PRODUCTS, 240 BENDER ROAD, HANOVER, PA
HANOVER
2)
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
MOVEMENT OF THE HANDICAPPED AND PERSONS USING WHEEL CHAIRS.
DESIGN SPECIFICATIONS FOR DETECTABLE (TRUNCATED) WARNINGS
THE ENTIRE
6. INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24" FROM THE BACK OF THE CURB
WARNING IS DEFINED AS "A STANDARDIZED SURFACE FEATURE BUILT IN OR APPLIED TO THE WALKING
DETECTABLE
THEFOR
WIDTH OF THE RAMP OPENING SHOWN.
SURFACE OR OTHER ELEMENTS TO WARN VISUALLY IMPAIRED PEOPLE OF HAZARDS ON A CIRCULATION PATH".
PRINT DATE: 4/15/2016 2:55:11 PM
A360://Alabama University - New Residence Hall/15447_AAMU_ARCH - CORE.rvt
FILE INFO:
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
ACCESSIBILITY GUIDELINES (ADAAG) AS DETAILED IN 28 CFR PART 36. DETECTABLE WARNINGS SHALL CONSIST OF
WITH
8. PAVERS WILL BE LAID ON TOP OF A 4" CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
DOMES WITH A:
RAISED TRUNCATED
MANUFACTURER'S INSTRUCTIONS, OR WITH A MAXIMUM 1/2 " THICK BED OF LATEX MODIFIED CEMENT MORTAR. MORTAR
JOINTS TO A WIDTH OF 3/8 ". PAVERS SHALL NOT BE DIRECTLY TOUCHING EACH OTHER UNLESS THAY HAVE SPACING BARS.
- BOTTOM DIAMETER OF 23 MM (0.9 IN);
9. MORTARED JOINTS ARE TO BE FLUSH WITH THE TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE.
DIAMETER OF 10 MM (0.4 IN);
- TOP PAVERS
FROM
SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO PROVIDE A SMOOTH TRANSITION
OF 5 MM (0.2 IN);
- HEIGHT
BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.
- CENTER-TO-CENTER SPACING OF 60 MM (2.35 IN);
- THE COLOR OF THE DETECTABLE WARNING SHOULD CONTRAST VISUALLY WITH ADJOINING SURFACES; EITHER LIGHT
BE PLACED
10. THE SURFACE OF ANY TWO ADJACENT UNITS SHOULD NOT DIFFER BY MORE THAN 1/8 " IN HEIGHT. BRICKS SHALL
OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY AT LEAST
ON DARK
ADA
PER
IN A HERRINGBONE PATTERN WHERE FEASIBLE. IN ALL CASES, THE PATTERN OF THE DOMES IS TO BE MAINTAINED
70 PERCENT.
REQUIREMENTS. FACE OF ALL BRICK SHALL BE CLEAN OF CEMENT AND PROTECTED SO AS TO AVOID CHIPPING DURING
CONSTRUCTION. 11.EXPANSION JOINTS SHALL BE PROVIDED IN THE CURB RAMP AS EXTENSIONS OF WALK JOINTS FOR A NEW
DETECTABLE
IN EXISTINGWARNINGS SHALL BE LAID OUT ON A TRIANGULAR GRID OR A SQUARE GRID (PARALLEL ALIGNMENT).
CONCRETE WALK. A 1/2 " EXPANSION JOINT FILLER SHALL BE PROVIDED AROUND THE EDGE OF RAMPS BUILT
INSTALLED ON CURB RAMPS, ONLY THE LOWER 610 MM (2 FT) OF THE ENTIRE CURB RAMP WIDTH SHALL BE
ARE NOT
CONCRETE WALKS. LINES SHOWN ON THIS DRAWING INDICATE THE RAMP EDGE AND SLOPE CHANGES AND WHEN
COVERED (EXCLUDING THE FLARED SIDES) RATHER THAN THE ENTIRE LENGTH OF THE RAMP TO MAXIMIZE THE
NECESSARILY JOINT LINES.
DETECTABILITY AND TO MINIMIZE THE NEGATIVE IMPACT ON PEOPLE WHO RELY ON WHEELED DEVICES FOR
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
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
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
C109
Sitework Package
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
1
land
surveying
2499CGS
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
NOT TO SCALE
APPROX. DRAIN AREA = 194.60 SQ IN
APPROX. WEIGHT WITH FRAME = 124.00 LBS
LENGTH VARIES
landscape
architecture
LENGTH VARIES
(SEE TABLE)
(SEE TABLE)
1.50
3.04
SLOPE
SLOPE
STRAW WATTLE TO
EMBEDDED 2-3" DEEP AND
STAKED INTO GROUND W/
24" WOOD STAKES (TYP)
NYLOPLAST
1. Set posts and excavate a 4" x 4" trench
upslope along the line of posts.
WATTLE SPACING PER SLOPE TABLE
SLOPE PROTECTION
DO NOT POLLUTE DRAINS TO WATERWAYS
1.25
NOT TO SCALE
2. Staple wire fencing to posts.
1/2" ANCHOR BOLTS
(EXPANSION BOLTS)
LOCATE @ 1.5" FROM
PLATE EDGE, & SPACE
AT 8" O.C. MAX.
BOLT PLATE OVER
DISCHARGE PIPE
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"
LENGTH VARIES
CUT ORIFICE THROUGH
PLATE (SEE PLAN FOR
DIAMETER & I.E.)
4"
4"
STRAW WATTLE TO
EXTEND TO TOP OF DITCH
DUCTILE IRON
3'-0" MAX.
Ø 24.75
SILICONE CAULK REQ'D
AROUND PERIMETER OF
PLATE TO PREVENT
LEAKAGE BETWEEN
PLATE AND WALL
ORIFICE PLATE ELEVATION
24" WOOD
STAKES (TYP)
Ø 28.50
1/2"T STEEL PLATE
DIMESIONS OF PLATE
TO EXTEND 4" MIN.
BEYOND OUTSIDE
DIA. OF PIPE
3. Attach the filter fabric to the wire fence
and extend it to the trench.
3. Backfill and compact the excavated soil.
ORIFICE PLATE DETAIL
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
NOT TO SCALE
EMBED WATTLE
2-3" INTO
GROUND &
STAKE AS REQ'D
4"
4"
TITLE
DATE
3-8-06
A
DWG SIZE
DITCH PROTECTION
24 IN STANDARD GRATE ASSEMBLY - TYPE B
SCALE
1:10
SHEET
1 OF 1
DWG NO.
7001-110-217
REV
Filter Fabric
B
Wire
DRAINAGE GRATE
STRAW WATTLES
DETAILS FOR PLACING
SILT FENCES
NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X
R
HA
S
D
BL
IC
AC
RO
AD
50
'M
PU
NOT TO SCALE
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
E
F
UR
IN.
18" MIN WIDTH GUIDELINE
INLET PROTECTION
8" MIN THICKNESS GUIDELINE
6"
SEDIMENT IS CAPTURED
BEHIND ROLLS
'M
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. FIBER ROLLS SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT STORM EVENT TO CLEAR AND DISPOSE
OF SEDIMENT AND DEBRIS.
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.
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
IN
15
2 TO 3 INCH
AGGREGATE
NOT TO SCALE
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
MIN.
STORM DRAIN INLET
TEMPORARY
CONSTRUCTION ENTRANCE
STRAW WATTLE
INSTALLATION DETAILS
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS (6" MIN)
NOT TO SCALE
NOT TO SCALE
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
4" MIN
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.
4 WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
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
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
MATERIAL
4-3-06
APPD BY
CJA
PROJECT NO./NAME
TITLE
DATE
4-3-06
A
DWG SIZE
24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
SCALE
1:40
SHEET
1 OF 1
DWG NO.
7001-110-192
REV
Cd-S
B
L = The distance such that points
A and B are of equal elevation
A
B
L
RECOMMENDED MINIMUM TRENCH WIDTHS
FINAL
BACKFILL
MIN. COVER TO
RIGID PAVEMENT, H
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
SPRINGLINE
HAUNCH
BEDDING
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
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
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).
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
24" maximum
Cd-S
NEW RESIDENCE HALL
12" - 48"
12"
48"
54" - 60"
24"
60"
Geotextile
Meridian Street
Normal, AL
for
2:1
Flow
Alabama A&M University
24" maximum
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
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.
PIPE DIAM.
COOPER
E-80**
UP TO 24"
24"
30"-36"
36"
42"-60"
48"
REV.
ADDED E-80 INFORMATION
TJR
08/20/07
DESCRIPTION
BY
MM/DD/YY
CONSULTANTS:
Engineering Design Technologies, Inc
4245 Balmoral Dr, Ste 303
Huntsville, AL 35801
256.883.8496
CHK'D
NOTE: ALL DIMENSIONS
ARE ± 1/2 FOOT.
DRAWN BY:
DATE:
DRAWING NUMBER:
STD-101
4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
R
ADVANCED DRAINAGE SYSTEMS, INC.
Phone: (615) 386-9690
Fax:
(615) 386-0528
www.moodynolan.com
NOT TO SCALE
DIA. DET/RET SYSTEM
TYPICAL TRENCH
DETAIL
1625 Broadway
4th Floor
Nashville, TN 37203
ROCK CHECK DAMS
** 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
© 2007 ADS, INC
Geotextile
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.
#
1
9"
MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
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.
STONE CHECK DAM
CKS
10/18/06
CK'D BY:
CONCRETE HEADWALL DETAIL - SINGLE PIPE
NOT TO SCALE
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
C110
Sitework Package
4/22/2016
© 2016 Moody/Nolan Inc.
land
planning
civil
engineering
FINISHED GRADE
land
surveying
SEE SANITARY SEWER MANHOLE
FRAME AND COVER DETAIL.
PRECAST CONCRETE
ADJUSTING RINGS
(BRICKS WILL NOT
BE ALLOWED)
7500 S. Memorial Pky., Ste. 209 Huntsville, AL 35802
phone 256.539.1221 fax 256.539.1220 www.4siteinc.biz
SEE SANITARY SEWER
MANHOLE FRAME AND
COVER DETAIL.
FINISHED GRADE
landscape
architecture
8" ALL AROUND
2'-2 3/4"
MIN.
2' MIN.
4' MAX.
SANITARY SEWER GENERAL NOTES
PRECAST CONCRETE
ADJUSTING RINGS
15"
TYP.
A) "ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS OF THE
CITY OF HUNTSVILLE DESIGN & ACCEPTANCE MANUAL FOR SANITARY SEWERS."
8"
B) "THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR
TVI, VACUUM TESTING MANHOLES, AND AIR TESTING SEWER
LINES. A 48-HOUR NOTICE IS REQUIRED PRIOR TO TESTING
PROCEDURES. REPRESENTATIVES FROM BOTH THE CITY
ENGINEERING OFFICE AND WATER POLLUTION CONTROL
SHALL BE PRESENT TO VERIFY TESTING RESULTS."
8"
SEE SANITARY
SEWER MANHOLE
STEP DETAIL.
NOTE: CONCRETE SHALL BE 4000 PSI
(28 DAY COMPRESSIVE STRENGTH)
4'- 0"
2'- 8"
2'-2 3/4"
MIN.
5"
5" TYP.
SEE PRECAST MH RISER
JOINTS DETAIL.
4'-0" MAX.
5"
2'-0" MIN.
1'- 4"
15"
TYP.
SEE PRECAST
MANHOLE RISER
OPTIONAL JOINTS DETAIL
5"
VARIES
C) "NOTICE TO CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE CITY
ENGINEER WITH A COMPLETE SET OF RECORD DRAWINGS (AS-BUILTS) IN DIGITAL
FORM (DGN OR DXF FORMAT) AND HARDCOPY FORM UNLESS OTHERWISE
SPECIFIED, UPON COMPLETION OF CONSTRUCTION. THEY SHALL INCLUDE ACTUAL FIELD
ANGLES BETWEEN LINES, ALL ACTUAL SERVICE LINES AND TEE LOCATIONS, THE DISTANCE
OF THE END OF SERVICE LINES, TO PROPERTY CORNERS AND LINES, THE DEPTH TO TOP OF
THE END OF THE SERVICE LINE, AND SHALL REFLECT ALL ALIGNMENT AND GRADE
CHANGES FROM THE DESIGN DRAWINGS MADE DURING CONSTRUCTION. RECORD
DRAWINGS MUST BE COMPLETED AND SUBMITTED PRIOR TO ACCEPTANCE OF THE
SEWERS INTO THE PUBLIC SYSTEM AND ANY CONNECTIONS BEING MADE THERETO.
NOTE: BUTYL SEALANT SHALL BE USED TO
SEAL FRAME TO MANHOLE AS DESCRIBED IN
COH SPECIFICATIONS.
5"
PRE-CAST CONC. BASE
CLASS "A" CONCRETE
D) "NOTICE TO CONTRACTOR: ALL EVIDENT EXISTING UTILITIES ARE SHOWN.
HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXACT SIZES AND
LOCATIONS OF ALL EXISTING UTILITIES BEFORE INITIATING ANY CONSTRUCTION
OPERATIONS. ANY EXISTING STRUCTURE, PIPING OR UTILITY DISTURBED OR DAMAGED
BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR ENGINEER. THE
CONTRACTOR SHALL CALL: ALABAMA LINE LOCATION CENTER, INC., 1-800-292-8525
AND HUNTSVILLE UTILITIES, 1-256-882-8255, TWO (2) DAYS BEFORE ANY
EXCAVATION ON THIS PROJECT." IF THE PROJECT IS WITHIN AN ALDOT RIGHT-OFWAY, ADD THE FOLLOWING SENTENCE. "THIS REQUIREMENT OF THE ALABAMA
DEPARTMENT OF TRANSPORTATION AND ALABAMA ACT 94-487."
NOTE: BUTYL SEALANT SHALL BE USED
BETWEEN EACH ADJUSTING RING AS
DESCRIBED IN COH SPECIFICATIONS
12" MIN. CRUSHED
STONE LEVELING PAD
SEE FLEXIBLE
PIPE-TO-MANHOLE
CONNECTOR DETAIL
TYPICAL SECTION
(BASE SECTION FOR 6" - 24" PIPE SHOWN)
STANDARD SANITARY SEWER MANHOLE
ECCENTRIC TOP SECTION DETAIL
STANDARD SANITARY SEWER MANHOLE DETAIL
NOTE: CONTRACTOR IS TO PROVIDE SANITARY
SEWER MARKERS ON TOP OF CURB FOR ALL
SANITARY SEWER LATERALS PER THE CITY OF
HUNTSVILLE STANDARDS & SPECIFICATIONS.
NOT TO SCALE
NOT TO SCALE
SANITARY SEWER MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
3 3/8"
FINISHED GRADE
9 1/8"
1/2" GRADE 60 STEEL
REINFORCEMENT
1 1/4"
COPOLYMER
POLYPROPYLENE
PLASTIC
10 3/4"
12"
SECTION A-A
SIDE
PLAN
ELEVATION
COMPACTED SOIL
IN 12" LAYERS TO
90% STANDARD
PROCTOR DENSITY
COMPACT THIS PORTION OF
TRENCH WITH HAND HELD
MECHANICAL TAMPERS
90% STANDARD PROCTOR
DENSITY
BACKFILL AS REQUIRED
BY TYPICAL TRENCH
DETAILS FOR PIPE
NOTE: MANHOLE STEPS SHALL BE MANUFACTURED FROM
POLYPROPYLENE PLASTIC REINFORCED WITH A 1/2" GRADE 60 STEEL
ROD. STEPS SHALL BE EMBEDDED IN THE RISER, BASE AND TOP
SECTIONS A MINIMUM OF 3" AT THE TIME OF CONSTRUCTION.
MANHOLE STEPS SHALL BE A MINIMUM OF 10-3/4" WIDE AND EXTEND
FROM THE MANHOLE WALL A MINIMUM OF 5-3/4".
5 3/4"
6"
A
MANHOLE OR OTHER STRUCTURE
A
Outside of Pipe Bell
Class "B" Concrete
Outside of Pipe Barrel
D
3'
Flow
line
10"
Min.
PIPE
Min.
1 1/8"
C
L Pipe
10"
Min.
PIPE
4" Min.
ALDOT #78
CRUSHED STONE
6" MIN. IN STABLE SOIL,
12" MIN. IN ROCK OR
UNSTABLE, SOFT SOIL
INSTALLATION
STEP DETAIL
N.T.S.
BEDDING AND BACKFILL REQUIREMENTS
AROUND MANHOLES AND OTHER DRAINAGE
& SANITARY SEWER STRUCTURES
IN NON-TRAFFIC AREAS
NOT TO SCALE
NOT TO SCALE
NOTES:
1. RELOCATION OF A UTILITY OTHER THAN CITY OF HUNTSVILLE SEWERS WILL
BE THE RESPONSIBILITY OF THAT UTILITY, HOWEVER, THE CONTRACTOR
SHALL COORDINATE WITH OTHER UTILITIES.
CORE HOLE FOR NEW SEWER AND INSTALL
NEW FLEXIBLE PIPE-TO-MANHOLE CONNECTOR
OR REMOVE EXISTING SEWER PIPE; IF NEW
SEWER IS SAME SIZE, REUSE EX.
BOOT/SLEEVE; IF NEW SEWER PIPE IS
LARGER THAN EX. PIPE, CORE NEW HOLE
AND USE FLEXIBLE PIPE-TO-MANHOLE
CONNECTOR FOR THE NEW PIPE. INSTALL
PIPE-TO-MANHOLE CONNECTOR PER
MANUFACTURER'S INSTRUCTIONS.
VARIES;
5"MIN.
2. SANITARY SEWER SHALL ALWAYS BE LOCATED BENEATH WATER LINES.
WRITTEN APPROVAL SHALL BE REQUIRED FROM BOTH CITY ENGINEERING AND
HUNTSVILLE UTILITIES FOR A SANITARY SEWER LINE TO CROSS ABOVE A
WATER LINE.
HAND PACKED
NON-SHRINK GROUT,
STRONG-SEAL QSR
OR APPROVED EQUAL
BENCH
INVERT
MANHOLE BASE
3. FOR STORM SEWER CROSSINGS, STEEL ENCASEMENT PIPE OR OTHER
APPROVED METHOD IS REQUIRED WHEN SEPARATION BETWEEN STORM
SEWER AND SANITARY SEWER LINES IS LESS THAN 24".
NEW PVC OR DIP
SEWER PIPE
SEE FLEXIBLE
PIPE-TO-MANHOLE
CONNECTOR DETAIL
BRICK OR MASONRY
PRE-CAST CONCRETE
CONNECTION OF NEW SEWER TO EXISTING MANHOLE
NOT TO SCALE
DIA.
PIPE
VARIES
FOR MANHOLE, SEE STANDARD
NEW MANHOLE DETAIL
EXISTING SEWER PIPE; REMOVE
EXISTING PIPE IN WHOLE LENGTHS
FROM THE FIRST JOINT UPSTREAM
OF THE MANHOLE TO THE FIRST CLEAN,
UNBROKEN JOINT DOWNSTREAM WHICH
ALLOWS FOR AT LEAST ONE WHOLE
LENGTH OF NEW PIPE BETWEEN THE
MANHOLE AND DOWNSTREAM CONNECTION.
MIN. ONE
WHOLE NEW
PVC PIPE
LENGTH
EXISTING PIPE
SEE FLEXIBLE
PIPE-TO-MANHOLE
CONNECTOR DETAIL.
HAND PACKED
NON-SHRINK GROUT,
STRONG-SEAL QSR
OR APPROVED EQUAL
FLEXIBLE COUPLING
FOR PVC - EXISTING
MATERIAL CONNECTION
CONNECTION OF NEW MANHOLE
TO EXISTING SEWER
NOT TO SCALE
MANHOLE BASE
2"MIN.
C.O.H. ROW/EASMENT
TYPICAL TRENCH DETAIL FOR
DUCTILE IRON
SANITARY SEWER PIPE
IN NON-TRAFFIC AREA
PRIVATE PROPERTY
OWNER
FLEXIBLE PIPE-TO-MANHOLE CONNECTOR DETAIL
NOT TO SCALE
NOT TO SCALE
#
DATE
CHANGE DESCRIPTION
NOTE: ALL EXCAVATION WORK SHALL BE IN COMPLIANCE
WITH APPLICABLE REQUIREMENTS OF GOVERNING
AUTHORITIES HAVING JURISDICTION
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
NOTES:
NOTES:
1. FOR GRAVITY BORINGS, REFER TO CITY OF HUNTSVILLE
STANDARD SPECIFICATIONS.
2. END SEALS SHALL BE USED AT EACH END OF BORING
CASING AS SPECIFIED IN THE CITY OF HUNTSVILLE STANDARD
SPECIFICATIONS, SECTION 645.
1. ALL PVC SERVICE LATERALS SHALL HAVE A
CONTINUOUS STRIP OF METAL TRACER TAPE
INSTALLED 2'-3' BELOW FINISH GRADE FROM
CENTERLINE OF SANITARY SEWER TO
ROW/EASEMENT.
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
2. CURB MARKERS SHALL BE PROVIDED FOR
SERVICE LATERALS. REFER TO SECTION 5 DESIGN CRITERIA FOR SERVICE LATERALS.
3. SERVICE LATERALS SHALL BE THE SAME
MATERIAL AS THE SANITARY SEWER MAIN.
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
C111
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
IRRIGATION
SLEEVE (TYP.)
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
IRRIGATION
SLEEVE
(TYP.)
PEA GRAVEL
1
BENCHES
CONCRETE
SIDEWALK
NEW
RESIDENCE
HALL
1
CONCRETE
SIDEWALK
IRRIGATION
SLEEVE
(TYP.)
CONCRETE
SIDEWALK
TABLES
AND CHAIRS
STAINED CONCRETE/
PAVERS
CONCRETE
SIDEWALK
IRRIGATION
SLEEVE
(TYP.)
PEDESTRIAN
BRIDGE- WOODEN
WITH RAILS- 25' LF
#
1
DATE
5/3/16
CHANGE DESCRIPTION
Add. 1 - Site Packagage Revisions
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
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
1
SIZE
Meridian Street
Normal, AL
for
1
8
Lagerstroemia indica x faurei `Muskogee` / Muskogee Crape Myrtle
B&B
IRRIGATION SCHEDULE
6` MIN
SYMBOL
SHADE TREES
SHRUBS
GROUND COVERS
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
14
Azalea Encore `Autumn Angel` TM / Autmn Angel Azalea
3 gal
18-24" MIN
QTY
BOTANICAL NAME / COMMON NAME
CONT
SPACE
29,245 sf
Cynodon dactylon / Bermuda Grass
MANUFACTURER/MODEL/DESCRIPTION
QTY
Pipe Sleeve: PVC Schedule 40
Pipe Sleeve: PVC Schedule 40 Typical Pipe Sleeve for
Irrigation Pipe. Pipe Sleeve size shall allow for irrigation
piping and their related couplings to easily slide through
sleeving material. Extend sleeves 18 inches beyond edges
of paving or Construction.
172.4 l.f.
Alabama A&M University
DETAIL
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
320
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