1. VAN
VAN
VAN
VAN
YIELD
STOP
YIELD
YIELD
YIELD
STOP
STOP
STOP
TPED
CO
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
STORM MANHOLE
STORM MANHOLE
CURB INLET
STORM MANHOLE
STORM MANHOLE
STORM MANHOLE
STORM MANHOLE
STORM MANHOLE
CURB INLET
CURB INLET
CURB INLET
CO
CURB INLET-EX1
CURB INLET EX-2 CURB INLET EX-4
GRATE INLET EX-5
GRATE INLET EX-6
GRATE INLET EX-7
STORM MANHOLE
FND
CROSS
FND
COTTON
SPINDLE
FND
CAPPED REBAR
FND
CAPPED REBAR
FND
3/8" REBAR
FND
3/8" REBAR
SITE BENCHMARKLEEMANFERRYRD.SW.
SERVICEROAD
RIGHT-OF-WAY
DEEDBOOK197PAGE572
DEED BOOK 322 PAGE 425
DEED BOOK 197 PAGE 572
RIGHT-OF-WAY
DRAKE AVE.
Sign
U.S.231-MEMORIALPARKWAY
HEADWALL EX-3
N02°12'34"E
489.61'(M)
N 89°03'33" W 692.02'(M&D)
L1
L2
L3
L4
L5
L6
C1
C2
C3
489.56'(D)
CURB INLET
GRATE INLET
GRATE INLET
GRATE INLET
AL.HWY53
CL
CL
STATEROW
STATEROW
0 40 80 120
PROJECT
DWG.NO.
TITLE
DATEDWN.BYCKD.BYSCALE
DATE
REVISIONS
DESCRIPTIONNO.
Copyright2014cwww.Gonzalez-Strength.com
2176PARKWAYLAKEDRIVE
HOOVER,ALABAMA35244
PHONE:(205)942-2486
FAX:(205)942-3033
GONZALEZ-STRENGTH&ASSOCIATES,INC.
CIVILENGINEERING,LANDSURVEYING,PLANNING,TRAFFIC&TRANSPORTATION
X:2015Projects15rdm01-AcademySports_Huntsville,ALEngineeringConstructionDocuments15RDM01-2016-08-22REV5.DWGSep29,2016-9:30am
PRINTED:9/29/2016@9:30AM
15RDM01
R2
17/20/161"=40'K.StoberM.Gonzalez
AcademySports
MemorialParkway
HuntsvilleAl.
HuntsvilleJVLLCc/oRDManagementLLC
NewYork,NewYork
C2A
DEMOLITIONPLAN
0SUBMITSET-CITYREVIEW12-28-15
1RE-SUBMITSET-CITYREVIEW1-27-16
2FORCONSTRUCTIONBIDSET2-15-16
3FINALCITYSUBMISSION5-11-16
4ISSUEDFORCONSTRUCTION7-20-16
R
Know what's below
Call before you dig
H
NOTES:
1. All existing improvements shall be demolished inside the construction limits unless
specified otherwise. All existing utilities to remain UNLESS SHOWN TO REMOVE.
2. Contractor shall safeguard all existing utilities within adjacent right-of-way and
constructing limits.
3. All demolition of existing improvements shall be hauled off and disposed of in a legal
manner.
4. Burning of debris on site is not permitted.
5. Contractor shall have all utilities located on and adjacent to the site prior to beginning
work. all utilities shown are approximate.
6. Demolished pavement shall be hauled off and disposed of in a legal manner.
7. Contractor shall sawcut existing paving along construction limits. Contractor shall
replace paving in like kind assuring smooth transition and positive drainage.
8. Excavations. All excavations shall be made and kept in compliance with the
requirements of the U.S. Department of Labor Occupational Safety and Health
Administration (OSHA) as defined in 29 CFR Part 1926 and other appropriate standards
and regulations. These regulations require that excavations greater than 5 feet in depth
be sloped, benched, sheeted or braced to protect employees working in the excavation
against the risk of cave-ins.The contractor shall protect existing structures and
improvements from start to finish of excavation.
9. Excavation safety and proper adherence to Federal, state and local regulations is the
responsibility of the excavation contractor. It is the responsibility of the contractor to
develop the excavation plan and safety requirements for all excavations associated with
this project using the soil conditions at the time of construction to determine the
appropriate soil type and protection requirements.
10. No work shall be permitted beyond the construction limits.
11. Contractor shall repair any structure damaged by demolition that is shown to remain
after construction.
12. See Demo Utility Plan (C2B) for all existing underground utility piping within the
Demolition limits to be removed unless indicated to remain.
13. Contractor shall be responsible for all utility disconnection and termination (i.e. gas,
water, electric, telephone,sanitary sewer, ect.)
14. Contractor shall remove all Bollards, Directional signs and Regulatory signs on the
site within the construction limits.
15. Crushed masonry and asphalt when broken to less than 2" may be incorporated into
the fills outside the proposed building.
16. Crushed Concrete when broken into less than 2" may be incorporated into all fills on
site.
17. 1-1/2 (meter # 1999084) and 2" (meter#20089504) and 8" Fire service shall be
removed by the utility . The owner has completed a kill service form. the contractor shall
obtain a copy of the kill service form from the owner. All coordination required by the
utility shall be by the contractor.
18. Contractor is responsible for capping and plugging the water main if in conflict with
proposed improvements.
SITE LEGEND
REMOVE EX. BUILDING REQ'D. (TYP.)
REMOVE EX. PAVEMENT AND CONCRETE REQ'D. (TYP.)
REMOVE EXISTING SANITARY SEWER - REFER TO DEMOLITION UTILITY PLAN
AND SITE UTILITY PLAN
REMOVE EXISTING GREASE TRAP AND PIPING IN ACCORDANCE WITH
LOCAL REQUIREMENTS. ALL GREASE TRAPS SHALL BE PUMPED
PRIOR TO REMOVAL
REMOVE EXISTING WATER SERVICE, TERMINATE SERVICE IN
ACCORDANCE WITH LOCAL REQUIREMENTS.
B
A
C
D
E
NOTE: AS A FIRST ORDER OF BUSINESS AND PRIOR
TO ANY WORK BEGINNING, THE CONTRACTOR SHALL
HAVE ALL EXISTING UTILITIES ON AND ADJACENT TO
THE SITE LOCATED. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE
LOCATIONS OF THE UTILITIES AND AVOID ALL
CONFLICTS. ANY SERVICE INTERRUPTIONS AND/OR
ASSOCIATED COSTS ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR. THE EXISTING UTILITIES
SHOWN HEREIN ARE TO BE CONSIDERED APPROXIMATE.
THE CONTRACTOR SHALL RELOCATE ANY EXISTING
UTILITY WHICH CONFLICTS WITH THE IMPROVEMENTS
SHOWN. THE CONTRACTOR SHALL COORDINATE ALL
UTILITY ADJUSTMENTS WITH THE APPROPRIATE
UTILITIES COMPANY'S. ALL IMPROVEMENTS SHALL
MEET THE REQUIREMENTS OF EACH COMPANY'S
STANDARDS OR SPECIFICATIONS.
CONSTRUCTION LIMITSH
H
H
C
C
C
B
A
B
B
B
D
REMOVE EXISTING LIGHT POLE BASE TO 6" BELOW EXISTING GRADE.F
B
B
B
TRAFFIC BARRIERSG
G
G
G
G
G
SAWCUT LINE BETWEEN REMOVED
PAVEMENT AND OVERLAY PAVEMENT
PROFESSIONAL
No. 17679
E
N
G I N EER
D
E
RETSI
G
E
R
D
Floodplain Notes:
1. The 1 and 0.2 Percent Annual Chance Floodplain boundaries provided by the Federal Emergency Management
Agency (FEMA National Flood Insurance Program (NFIP) as part of a Digital Flood Insurance Rate Map (DFIRM)
were obtained from City of Huntsville Planning Department/ Geographic Information System (GIS) Group on
1/20/16 in State Plane Alabama East Zone NAD 83 coordinates and are consistent with this drawing. As
appropriate, the DFIRM data has been edited by the City GIS Group to reflect Letters of Map Change (LOMCs)
published by FEMA.
2. Required Finished Floor Elevation (FFE) and the Lowest Elevation of Equipment/Exposed Utilities, may be
determined to be higher than Minimum (Min.) FFE upon permitting of building construction by qualified City of
Huntsville Staff. The required bench mark &/or datum for such elevations will also be determined upon
permitting of building construction by qualified City of Huntsville Staff.
3. There shall be no net filling at any location, permanent or temporary, of any kind (including but not limited to
soils, pond construction, pavement sections, and stockpiled materials) nor placement or construction of
structures of any kind (including but not limited to temporary construction trailers, and sanitary & storm sewer
structures) above existing grade in the Floodway during the course nor as a result of this or any other
development. Upon completion/finished construction this will have to be certified in a letter by the Engineer of
Record.
4. The 1 and 0.2 Percent Annual Chance Floodplain and Floodway Boundaries and Base Flood Elevations (BFE),
which are used to determine Min./Required FFE, are subject to change by FEMA, including at the request of
others. Any more restrictive Floodplain related changes subsequent to approval of this drawing and any
associated plan set will be used for regulatory purposes.
.2% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
.2% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY 1% ANNUAL CHANCE
FLOODPLAIN BOUNDARY
SPECIAL FLOOD HAZARD
AREA (SFHA) ZONE AE
DEMO EXISTING STORM DRAINAGE STRUCTURE.I
REMOVE EXISTING CURB & GUTTER.J
F
F
F
F
F
F
F
F
F
F
F
D
F
F
F
F
*
* CONTRACTOR SHALL VERIFY IF THIS LIGHT STANDARD, IS ON THE CIRCUITRY FOR
THE SHOPPING CENTER AND THEN IF THIS LIGHT STANDARD IS ON THE CIRCUITRY
FOR THE SHOPPING CENTER THAN IT SHALL BE REMOVED AND PAVEMENT PATCHED
IN LIKE KIND.
F
REMOVE EXISTING SIGN TO EXISTING GRADE.K
REMOVE EXISTING UTILITY TO 5' BEYOND BUILDING AND SIDEWALK
LIMITS. CAP AND PLUG BELOW GRADE.L
L
L
L
L
L
L
L
I
J
J
J
J
J
J
E
SEE NOTE 18
SEE NOTE 17
SEE NOTE 17
SEE NOTE 18
K
FOR ADDITIONAL FLOOD PLAIN NOTE SEE SITE NOTE - #11 ON DWG C1