M2273C01_BMW_Signed.pdf

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SITE PLAN

GENERAL NOTES

SCALE:

PAVEMENT SECTION AT EDGES

N.T.S. SCALE:

ASPHALT PAVEMENT DETAIL

NEW

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SCALE:

STRIPING DETAIL

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1-1/2" SURFACE COURSE

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1" BINDER COURSE

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6" CRUSHED LIMESTONE BASE

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COMPACTED SUBGRADE STABILZED

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TACK COAT

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TO 98%%% STD. PROCTOR

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MATERIAL TYPE A GRADE 1

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COMPACTED TO 95%%% MODIFIED PROCTOR

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1-1/2"" SURFACE COURSE

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CRUSHED LIMESTONE

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6" BASE COURSE,

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COMPACTED SUBGRADE (TYP.)

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TACK COAT

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TURN 3" DEEP, TYP.

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AROUND ALL EDGES

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FINISH GRADE

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1" BINDER COURSE

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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REVIEWED BY:

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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EDITED BY:

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DRAWN BY:

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DESIGNED BY:

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A/E PROJECT NO:

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CAD FILE NAME:

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SHEET TITLE

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MARK

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ISSUE

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DESCRIPTION

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DATE

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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MIAMI

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USCG. CEU MIAMI

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15608 SW 117TH AVE

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MIAMI, FLORIDA 33177

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M2273C01.DWG

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ES

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ES

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ES

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BW

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OVERFLOW PARKING LOT

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CG AIR STATION CORPUS CHRISTI

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CORPUS CHRISTI

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TX

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CIVIL

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SITE PLAN/DETAILS

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PINSON DR

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SCALE:

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1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 3. CONTRACTOR SHALL LOCATE ALL BURIED CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES BEFORE ANY EXCAVATION COMMENCES. 4. CONTRACTOR SHALL CONTACT AND COMPLY WITH CONTRACTOR SHALL CONTACT AND COMPLY WITH TEXAS ONE CALL PROGRAM TELEPHONE CONTACT (1-800-344-8377) TO VERIFY THAT THE WORK AND IT'S OPERATIONS SHALL NOT DISTURB ANY BURIED UTILITIES. 5. CONTRACTOR SHALL RELOCATE ANY UTILITIES CONTRACTOR SHALL RELOCATE ANY UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CONTRACTOR SHALL REMOVE ALL RUBBISH AND CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE PROJECT SITE DAILY; DO NOT ALLOW ACCUMULATIONS ON SITE. 7. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS. TAKE SPOT ELEVATIONS OF EXISTING GRADES PRIOR TO DEMOLITION AND SUBMIT TO CONTRACTING OFFICER. WHEN NEW PAVING IS COMPLETE, CONTRACTOR SHALL PROVIDE NEW ELEVATION READINGS AND SUBMIT THEM TO THE CONTRACTING OFFICER. ENSURE NEW SURFACES DRAIN WITHOUT PONDING. 8. PAVEMENT GRADE SHALL BE KEPT TO A MINIMUM PAVEMENT GRADE SHALL BE KEPT TO A MINIMUM BUT ADEQUATE ENOUGH TO ENSURE THAT STORM WATER WILL SHED FLOW IN A FAST AND EFFICIENT MANNER. MAXIMUM CROSS SLOPE SHALL BE LIMITED TO 2 PERCENT. 9. CONTRACTOR SHALL PREPARE A WORK PHASING CONTRACTOR SHALL PREPARE A WORK PHASING PLAN, FOR APPROVAL BY THE CONTRACTING OFFICER, COVERING DEMOLITION AND NEW CONSTRUCTION, AS INDICATED AND SPECIFIED. 10. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REPRESENTATIVE THE LOCATION OF MATERIAL STORAGE, STOCKPILES, AND EQUIPMENT STORAGE. 11. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH TEXAS DOT STANDARDS. 12. LINES SHALL BE 4-INCH WIDE, COLOR WHITE.LINES SHALL BE 4-INCH WIDE, COLOR WHITE.

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NEW ASPHALT PARIING AREA (0.94 ACRES)

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NEW 8'-0" CHAINLINK FENCE WITH 1'-0" BARBED WIRE. SEE SHEET C-02

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NEW 8'-0" CHAINLINK FENCE WITH 1'-0" BARBED WIRE. SEE SHEET C-02

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PEDESTRIAN GATE SEE ENLARGED SITE PLAN ON SHEET C-02

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VEHICLE ACCESS GATE SEE ENLARGED SITE PLAN ON SHEET C-02

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4" WIDE WHITE PAINTED STRIPES 3'-0" O.C. @ 45°

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4" WIDE WHITE PAINTED STRIPES (TYP)