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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 LIMITS

H

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

IN

E

E

R

D

E

R

E

T

S

I

G

E

R

D

Floodplain Notes:

1. The 1 and 0.2 Percent Annual Chance Floodplain boundaries provided by the Federal Emergency ManagementAgency (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 on1/20/16 in State Plane Alabama East Zone NAD 83 coordinates and are consistent with this drawing. Asappropriate, 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 bedetermined to be higher than Minimum (Min.) FFE upon permitting of building construction by qualified City ofHuntsville Staff. The required bench mark &/or datum for such elevations will also be determined uponpermitting 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 tosoils, pond construction, pavement sections, and stockpiled materials) nor placement or construction ofstructures of any kind (including but not limited to temporary construction trailers, and sanitary & storm sewerstructures) above existing grade in the Floodway during the course nor as a result of this or any otherdevelopment. Upon completion/finished construction this will have to be certified in a letter by the Engineer ofRecord.

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 ofothers. Any more restrictive Floodplain related changes subsequent to approval of this drawing and anyassociated 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