DrawingsAsOne1_Part1.pdf

PDF 2 MB Posted Jul 29, 2019

Attached to: Repair & Improve B-4279
Solicitation number: N400856813830
Issued by: Department of the Navy Naval Facilities Engineering Command

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DrawingsAsOne - Part 1

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File	Type	Posted
Amend_02_-_6813830.pdf	PDF	Aug 27, 2019
DrawingsAsOne1_Part2.pdf	PDF	Jul 29, 2019
RFP_-_6813830.pdf	PDF	Jul 29, 2019
SpecsAsOne.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part6.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part9.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part5.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part3.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part8.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part4.pdf	PDF	Jul 29, 2019
DrawingsAsOne1_Part7.pdf	PDF	Jul 29, 2019

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LS001

LEGEND

REQUIRED EGRESS CAPACITY

PROVIDED EGRESS CAPACITY

TOTAL AREA OF OCCUPANCY CLASS (SQ.FT.)

OCCUPANT LOAD (SQ.FT/PERSON)

NUMBER OF OCCUPANTS

TRAVEL DISTANCE

COMMON PATH OF TRAVEL DISTANCE

SMOKE PARTITION

TD = XX FT

CP = XX FT

1. IBC INTERNATIONAL BUILDING CODE, 2015

2. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 01 NOVEMBER 2018

3. UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 10 MAY 2019

4. NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019

5. NFPA 70 NATIONAL ELECTRIC CODE, 2017

6. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019

7. NFPA 101 LIFE SAFETY CODE, 2018 (LSC)

8. UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS

9. ABA ARCHITECTURAL BARRIERS ACT

B (IBC 304.1) / BUSINESS (LSC CHAPTER 38)

WET PIPE AND DRY PIPE SPRINKLER SYSTEM

FIRE ALARM MASS NOTIFICATION SYSTEM

BUILDING 4279 TYPE V-B

BASED ON B USE GROUP

ALLOWABLE FLOOR AREA BUSINESS (IBC TABLE 506.2 ): 36,000 SF

ALLOWABLE STORIES FOR BUSINESS (IBC TABLE 504.4): 3-STORIES

ALLOWABLE HEIGHT FOR BUSINESS (IBC TABLE 504.3): 60 FT

TOTAL FOOTPRINT FLOOR AREA 11,960 TOTAL

BUILDING HEIGHT 1-STORY / 25-FT

(IBC TABLE 601, TYPE V-B CONSTRUCTION)

STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR

BEARING WALLS, EXTERIOR 0-HR

BEARING WALLS, INTERIOR 0-HR

NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR

FLOOR CONSTRUCTION 0-HR

ROOF CONSTRUCTION 0-HR

EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE V-B)

THE DISTANCE BETWEEN BUILDING 4279 AND THE CLOSEST ADJACENT BUILDING IS GREATER THAN 20-FT.

APPLICABLE BUILDING CODES

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

CONSTRUCTION TYPE

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

INTERIOR FIRE RESISTANCE REQUIREMENTS

INTERIOR FINISH CLASSIFICATION

AREA OCCUPANCY USE

APPROX.

AREA (SF)

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT

LOAD

(PERSONS)

FIRST FLOOR

TRAVEL DISTANCES

CAPACITY OF EXITS

ADDITIONAL LIFE SAFETY CRITERIA

MEANS OF EGRESS

LIMITS (BASED ON BUSINESS OCCUPANCY WITH PERMITTED REDUCTION FOR SPRINKLERS):

EXITS (LSC TABLE A.10.2.2) MINIMUM CLASS C

EXIT ACCESS CORRIDORS (LSC TABLE A.10.2.2) MINIMUM CLASS C

OTHER SPACES (LSC TABLE A.10.2.2) MINIMUM CLASS C

OCCUPANT LOADS (LSC TABLE 7.3.1.2)

BUSINESS 150 SF/PERSON

ASSEMBLY USE 15 SF/PERSON

MEP/GENERAL STORAGE 500 SF/PERSON

COMMON PATH OF TRAVEL BUSINESS (LSC TABLE A.7.6): 100-FT/100-FT

DEAD END CORRIDOR BUSINESS (LSC TABLE A.7.6): 50-FT/100-FT

EXIT ACCESS TRAVEL DISTANCE BUSINESS (LSC TABLE A.7.6): 300-FT/400-FT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

STAIRWAYS (WIDTH/PERSON) 0.3 IN/PERSON

NUMBER OF EXITS (LSC 7.4):

2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500

EMERGENCY LIGHTING SYSTEMS SHALL PROVIDE IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 238.2.8).

MEANS OF EGRESS SHALL BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2 (LSC 38.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED

(UFC 3-600-01 10-2.2).

FUEL-FIRED HEATER ROOMS SMOKE PARTITIONS (LSC 9.7)

FLOOR LEVEL REQUIRED EXIT

CAPACITY

AVAILABLE EXIT

CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

2272081

FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

GROUP B

1-HR

5 FT < FSD < 10-FT 1-HR

ROOM REQUIRED SEPARATION

STORAGE ROOMS SMOKE PARTITIONS (LSC 9.7)

OFFICE USE BUSINESS 10,177 68150

FIRST FLOOR

ALLOWABLE AREA & HEIGHT

ACTUAL AREA & HEIGHT

EXTERIOR WALLS

BREAK ROOM

MEP

BUSINESS 150 1015

MEP/GEN. STORAGE 1,633 3500

TOTAL 11,960 81-

FSD > 10-FT 0-HR

CPT = 25 FTTD = 120 FT

SPSPSPSP

SP SP SP SP

SPSPSPSP

SP SP SP

SP SP SP SP SP

SP SP SP SP SP SP

SP SP SP SP

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LIFE SAFETY FLOOR PLAN

LS101

ABBREVIATIONS

TVJB

FOJB

EPB

TJB

TPB

1 1

46.34 x

TJB

TVJB

FOJB

EPB

TPB

UJB

UPB

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SSCOSSCO

TSV

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MG 12.46±

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%%UPROPOSED

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%%UPROPOSED

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%%UEXISTING

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%%UEXISTING

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UNIDENTIFIED JUNCTION BOX

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UNIDENTIFIED MANHOLE

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UNIDENTIFIED PANEL BOX

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UNIDENTIFIED PEDESTAL

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UNIDENTIFIED VALVE

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WATER VALVE

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WATER STUB OUT

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SIAMESE CONNECTION

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WATER POST INDICATOR VALVE

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WATER MANHOLE

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FIRE HYDRANT

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STUMP

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DECIDUOUS TREE

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CONIFEROUS TREE

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SHRUB

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SEPTIC TANK

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UNIDENTIFIED HANDHOLE

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TELEPHONE PEDESTAL

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TELEPHONE PANEL BOX

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TELEPHONE MANHOLE

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TELEPHONE JUNCTION BOX

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STORM DRAIN WING WALL

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STORM STAND PIPE

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STORM ROOF DRAIN

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STORM DRAIN INLET

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STORM DRAIN ID

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STORM DRAIN HEADWALL

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STORM DRAIN FLARED END SECTION

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STORM DRAIN CLEANOUT

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STEAM MANHOLE

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STORM DRAIN MANHOLE

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TELEPHONE HANDHOLE

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WATER METER

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UTILITY POLE

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SANITARY SEWER ID

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FENCE

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ROADWAY CENTERLINE

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SIDEWALK

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CURB

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BUILDING

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SETBACK LINE

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RIGHT-OF-WAY LINE

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PROPERTY / PARCEL LINE

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PROPERTY BOUNDARY LINE

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PARKING STALL

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ACCESSIBLE PAINT

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CROSS WALK OVER SPEED TABLE

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ACCESSIBLE SYMBOL

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TRAFFIC ARROWS

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DRAINAGE FLOW ARROW

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IRRIGATION HEAD

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SANITARY SEWER VALVE

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SANITARY SEWER CLEANOUT

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SIGN POST AND BOARD

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MONITORING WELL

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ELECTRICAL STUB OUT

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ELECTRICAL STUB OUT

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ELECTRICAL PEDESTAL

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ELECTRICAL PANEL BOX

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ELECTRICAL METER

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ELECTRICAL MANHOLE

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ELECTRICAL HANDHOLE

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GAS VALVE

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GAS STUB OUT

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GAS METER

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GAS MANHOLE

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FIBER MANHOLE

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FIBER JUNCTION BOX

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FIBER HANDHOLE

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COMMUNICATIONS HANDHOLE

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CABLE TV JUNCTION BOX

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CABLE TV MANHOLE

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COMMUNICATIONS MANHOLE

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LIGHT

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BOLLARD

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STORM SEWER ROOF DRAIN

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OVERHEAD TELEPHONE

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UNDERGROUND ELECTRIC

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OVERHEAD ELECTRIC

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SOILS LINE

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SIGN

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SANITARY SEWER

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STORM SEWER

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WATER LINE DOMESTIC

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WATER LINE FIRE

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UNDERGROUND TELEPHONE

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SANITARY MANHOLE

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SPOT ELEVATION

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CONTOUR

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BUILDING ENTRANCE

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BLOW OFF VALVE

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REDUCER

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CORPORATION STOP

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LIMITS OF CONSTRUCTION

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TAPPING SLEEVE AND VALVE

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SWLL

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SOLID WHITE LANE LINE

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SANITARY SEWER MANHOLE

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SSMH

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DRAIN INLET

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DCB

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DOUBLE CATCH BASIN

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CMP

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CORRUGATED METAL PIPE

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LOD

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LIMIT OF DISTURBANCE

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SOLID WHITE EDGE LINE

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SWEL

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DOUBLE YELLOW CENTER LINE

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DYCL

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BROKEN WHITE LANE LINE

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BWLL

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HEADWALL

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GUTTER INLET

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BOTTOM OF CURB

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GRADE TO DRAIN

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GTD

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LANDSCAPE AREA

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PERF

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PERFORATED

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REMOVE AND DISPOSE

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ELEVATION

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GRAN

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GRANITE

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CONC

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CONCRETE

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INV

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INVERT ELEVATION

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ABANDON

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ADJUST

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APPROXIMATE

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ABAN

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APPROX

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ADJ

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ACR

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%%UGENERAL

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EXISTING

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ELEVATION

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FOUNDATION

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ELEV

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EXIST

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FDN

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ACCESSIBLE CURB RAMP

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MINIMUM

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NOT IN CONTRACT

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REMOVE

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PROPOSED

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NOT TO SCALE

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MIN

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NIC

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PROP

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NTS

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REMOVE AND RESET

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TYPICAL

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TOP OF STEP

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TYP

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RETAIN

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CONDUIT

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DUCTILE IRON PIPE

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DRAIN MANHOLE

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CAST IRON PIPE

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FRAME AND GRATE

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FRAME AND COVER

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ELECTRIC HANDHOLE

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FLARED END SECTION

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COND

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DIP

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DMH

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CIP

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AutoCAD SHX Text F&G

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FES

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CATCH BASIN

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MAXIMUM

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MAX

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HYDRANT

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PAVED WATER WAY

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INVERT ELEVATION

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UTILITY POLE

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PWW

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HYD

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TSV

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RPZ

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PVC

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TAPPING SLEEVE, VALVE AND BOX

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POLYVINYLCHLORIDE PIPE

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CLEAN OUT

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FORCE MAIN

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GREASE TRAP

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HIGH DENSITY POLYETHYLENE PIPE

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HDPE

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METAL END SECTION

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MES

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END SECTION

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END WALL

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BOTTOM OF STEP

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TOP OF SLOPE

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TOS

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MATCH GRADE

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AutoCAD SHX Text E&S

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EROSION AND SEDIMENT CONTROL

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EDGE OF PAVEMENT

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FLOW LINE

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TOP OF CURB

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WATER METER

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WATER VALVE

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CORP STOP

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CORPORATION STOP

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%%UUTILITY

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REDUCED PRESSURE ZONE

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BFP

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BACK FLOW PREVENTER

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BOV

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BLOW OFF VALVE

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SANITARY SEWER CLEANOUT

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SSCO

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STORM DRAINAGE MANHOLE

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SDMH

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STORM DRAINAGE CLEANOUT

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SDCO

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SIDEWALK

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STANDARD

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STD

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BUILDING

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BLDG

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TRANS

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TRANSFORMER

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TELE

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TELEPHONE

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CATV

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CABLE TELEVISION

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EQUIPMENT

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EQUIP

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ACCESS

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ACCESSIBLE

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RIM ELEVATION

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BITUMINOUS

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BIT

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HIGH POINT

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ON CENTER

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LOW POINT

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RCP

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REINFORCED CONCRETE PIPE

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DUCTILE IRON PIPE SIZE

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DIPS

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ARCHITECTURAL

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ARCH

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FINISHED FLOOR ELEVATION

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FFE

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WATER

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SANITARY SEWER

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SAN

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CENTERLINE

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EASEMENT

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FIRE DEPARTMENT CONNECTION

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FDC

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EACH

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DIAMETER

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DIA

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ALUMINUM

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ALUM

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ASSEMBLY

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ASS'Y

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MANUFACTURER

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MFR

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CONT

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CONTINUOUS

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OUTER DIAMETER

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PAVEMENT

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PVMT

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REM

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RET

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SQUARE

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DUCTILE IRON

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MANHOLE

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TEMPORARY

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TEMP

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LEGEND AND ABBREVIATIONS

AutoCAD SHX Text 12782967

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MGS

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RRC

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BSC

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AS NOTED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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UNCLASSIFIED

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AutoCAD SHX Text 07/03/2019

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BRIAN SCOTT CHEWNING

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NOTES

C-002

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AutoCAD SHX Text UTILITIES 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING UTILITY CONNECTIONS WITH THE INFORMATION PROVIDED ON MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 2. VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION, IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY AND THE CONTRACTING OFFICER. 3. NOTIFY ALL APPLICABLE UTILITY COMPANIES AND THE NOTIFY ALL APPLICABLE UTILITY COMPANIES AND THE CONTRACTING OFFICER A MINIMUM OF 15 DAYS PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITY COMPANIES AND THE PERMITS OBTAINED FOR THE DIG PERMIT PROCESS. 4. COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE CONTRACTING OFFICER. 5. PERFORM CONNECTIONS TO EXISTING WATER, SEWER, AND STORM PERFORM CONNECTIONS TO EXISTING WATER, SEWER, AND STORM MAINS IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND AGENCIES. 6. COORDINATE AND PAY ALL UTILITY CONNECTION FEES AND OBTAIN COORDINATE AND PAY ALL UTILITY CONNECTION FEES AND OBTAIN ALL PERMITS REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED WITH CONNECTION CHARGES AND METERS. 7. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY INCLUDE VIDEO CAMERA INSPECTION. COORDINATE THE INSTALLATION, TESTING AND INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH THE ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY TESTING AND INSPECTION. 8. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ALL PIPE LENGTHS ARE SCALED AND MAY REQUIRE SLIGHT FIELD ADJUSTMENTS. 9. DO NOT MAKE ANY CHANGES TO PROPOSED UTILITY DESIGN DO NOT MAKE ANY CHANGES TO PROPOSED UTILITY DESIGN WITHOUT APPROVAL OF ENGINEER AND THE CONTRACTING OFFICER. 10. THE MINIMUM DEPTH OF COVER FOR PROPOSED SANITARY SEWER THE MINIMUM DEPTH OF COVER FOR PROPOSED SANITARY SEWER LINES IS 24 INCHES. THE MINIMUM DEPTH OF COVER FOR PROPOSED WATER LINES IS 36 INCHES. 11. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, DETAILS AND MANUFACTURER'S WRITTEN SPECIFICATIONS. 12. A RADIUS OF THREE (3) FEET AROUND HYDRANT MUST BE KEPT A RADIUS OF THREE (3) FEET AROUND HYDRANT MUST BE KEPT CLEAR FOR FIRE DEPARTMENT ACCESS. AREA BETWEEN PAVEMENT AND HYDRANTS MUST BE KEPT CLEAR OF OBSTRUCTIONS. 13. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY STRUCTURES. 14. CONSTRUCT ALL UTILITY LINES FROM DOWNSTREAM TO UPSTREAM. CONSTRUCT ALL UTILITY LINES FROM DOWNSTREAM TO UPSTREAM. 15. INSTALL SEWER LINES A MINIMUM OF TEN (10) FEET INSTALL SEWER LINES A MINIMUM OF TEN (10) FEET HORIZONTALLY FROM ADJACENT WATER LINES, MEASURED FROM OUTSIDE OF PIPE, UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR SANITARY PIPING. 16. INSTALL SEWER LINES BELOW WATER LINES WITH A MINIMUM INSTALL SEWER LINES BELOW WATER LINES WITH A MINIMUM CLEAR VERTICAL SEPARATION OF 24 INCHES UNLESS INDICATED OTHERWISE. 17. IF MANHOLES ARE INDICATED ON SANITARY LINES, PROVIDE A IF MANHOLES ARE INDICATED ON SANITARY LINES, PROVIDE A DROP IN ELEVATION OF 0.20 FEET BETWEEN THE INCOMING AND OUTGOING SEWER IN EACH MANHOLE UNLESS INDICATED OTHERWISE. CONSTRUCT INVERT FLOW CHANNELS TO PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS. 18. ALL UTILITY STRUCTURES IN PAVEMENT SHALL BE H-20 TRAFFIC ALL UTILITY STRUCTURES IN PAVEMENT SHALL BE H-20 TRAFFIC RATED UNLESS INDICATED OTHERWISE. 19. STAMP COVERS AND CASTINGS OF MANHOLES AND STRUCTURES STAMP COVERS AND CASTINGS OF MANHOLES AND STRUCTURES PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS. STAMP PER THE ORIGIN OF MANUFACTURE. SITE PLAN 1. BUILDING COORDINATES ARE MEASURED AT THE OUTSIDE FACE OF BUILDING COORDINATES ARE MEASURED AT THE OUTSIDE FACE OF BUILDING FOUNDATION. CURB COORDINATES ARE MEASURED TO THE FACE OF CURB. PAVEMENT AND SIDEWALK COORDINATES ARE MEASURED TO THE EDGE OF PAVEMENT. 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE INDICATED. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE INDICATED. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 3. UNDERLYING BASE COURSE FOR ALL PAVEMENT AREAS SHALL UNDERLYING BASE COURSE FOR ALL PAVEMENT AREAS SHALL EXTEND A MINIMUM OF TWO FEET BEYOND THE EDGE OF SURFACE COURSE. 4. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 5. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 6. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. DEMOLITION 1. DEMOLITION OPERATIONS SHALL BE COMPLETED IN COMPLIANCE DEMOLITION OPERATIONS SHALL BE COMPLETED IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AS SPECIFIED. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ITS ORIGINAL CONDITIONS OR REPLACED WITH NEW AT NO ADDITIONAL COST TO THE OWNER. 3. DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE AND ARE DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE AND ARE ACCURATE AS OF THE TIME OF SITE INSPECTION. THE CONTRACTOR SHALL CONFIRM TO HIS OWN SATISFACTION SITE CONDITIONS INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND NOT SHOWN. 4. ALL EROSION CONTROL FEATURES SHOWN SHALL BE INSTALLED ALL EROSION CONTROL FEATURES SHOWN SHALL BE INSTALLED PRIOR TO THE START OF DEMOLITION ACTIVITIES. 5. ENSURE ALL EXISTING FACILITIES TO REMAIN ARE ACCESSIBLE ENSURE ALL EXISTING FACILITIES TO REMAIN ARE ACCESSIBLE DURING DEMOLITION AND CONSTRUCTION. EXISTING ROADS SHALL REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES, UNLESS OTHERWISE NOTED. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL SHALL BE SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6. INSTALL TEMPORARY PROTECTIVE DEVICES, INCLUDING FENCING INSTALL TEMPORARY PROTECTIVE DEVICES, INCLUDING FENCING AND BARRICADES, AS REQUIRED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST OR FALLING DEBRIS. 7. PRIOR TO STARTING DEMOLITION ON ANY STRUCTURE OR PRIOR TO STARTING DEMOLITION ON ANY STRUCTURE OR UTILITIES, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL DEVELOP A PLAN FOR DEMOLITION AND CUT-OFF FOR UTILITIES THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PLAN MUST LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION. 8. COMPLETELY REMOVE ALL STRUCTURES AND UTILITIES INDICATED, COMPLETELY REMOVE ALL STRUCTURES AND UTILITIES INDICATED, BOTH ABOVE GROUND AND BELOW GROUND. 9. ALL EXISTING UTILITY STRUCTURES NOT NOTED TO BE REMOVED ALL EXISTING UTILITY STRUCTURES NOT NOTED TO BE REMOVED SHALL BE PROTECTED DURING REMOVAL OF EXISTING PAVEMENT AND INSTALLATION OF NEW PAVEMENT. 10. THE CONTRACTOR SHALL MINIMIZE DUST GENERATED FROM THE CONTRACTOR SHALL MINIMIZE DUST GENERATED FROM DEMOLITION ACTIVITIES BY WET METHODS OR OTHER APPROVED METHODS. 11. ALL PAVEMENT (ASPHALT, CONCRETE, SIDEWALKS, CURB & ALL PAVEMENT (ASPHALT, CONCRETE, SIDEWALKS, CURB & GUTTER AND GRAVEL) REMOVAL LOCATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE. PAVEMENT REMOVAL SHALL TAKE PLACE AS NECESSARY TO REMOVE AND/OR INSTALL UTILITY LINES. FOLLOWING UTILITY REMOVAL AND/OR INSTALLATION, PAVEMENT SHALL BE REPLACED TO MATCH EXISTING SECTION AS INDICATED ON SITE PLAN SHEETS. 12. WHERE PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, WHERE PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, EACH SHALL BE REMOVED AND REPLACED ALONG NEAT SAWCUT LINES, AND TO THE NEAREST JOINT WHERE IT EXISTS. 13. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. 14. ANY FILL MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES ANY FILL MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES SHOWN SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW PIT. ANY EXCESS SOIL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF OF THE GOVERNMENT PROPERTY. 15. REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION AND REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION AND CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS ALL UNSUITABLE MATERIALS OFF OF BASE PROPERTY. WASTE DISPOSAL IS REQUIRED TO BE AT AN APPROVED DISPOSAL FACILITY. 16. BURNING ON THE BASE PROPERTY IS NOT PERMITTED. BURNING ON THE BASE PROPERTY IS NOT PERMITTED. 17. PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE. TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION. 18. PROTECT EXISTING VEGETATION AND FACILITIES NOT INDICATED TO PROTECT EXISTING VEGETATION AND FACILITIES NOT INDICATED TO BE REMOVED DURING DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES. 19. THE LOCATION AND DEPTHS OF EXISTING UTILITIES ARE THE LOCATION AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS SHALL BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES. 20. ALL UTILITY LINES TO REMAIN SHALL REMAIN ACTIVE AND SHALL ALL UTILITY LINES TO REMAIN SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING DEMOLITION ACTIVITES. 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION AND AT NO ADDITIONAL COST TO THE OWNER, ANY UTILITIES DAMAGED DURING DEMOLITION ACTIVITIES FROM THE CONTRACTOR'S OPERATIONS. 22. ALL COSTS ASSOCIATED WITH THE LOCATING, DISCONNECTING, ALL COSTS ASSOCIATED WITH THE LOCATING, DISCONNECTING, ABANDONING AND CAPPING OF UTILITY LINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE REMOVAL OF ALL UTILITIES INDICATED WITH THEIR RESPECTIVE UTILITY PROVIDERS. 24. ALL PIPES AND CONDUITS THAT ARE TO BE ABANDONED IN PLACE ALL PIPES AND CONDUITS THAT ARE TO BE ABANDONED IN PLACE SHALL BE FILLED, CAPPED OR PLUGGED TO SECURE ALL OPEN ENDS TO FORM A WATERTIGHT SEAL. EROSION AND SEDIMENT CONTROL 1. THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINING THAT ALL IMPORTED FILL MEETS THE EPA & STATE DEQ DEFINITION OF CLEAN FILL. CLEAN FILL MEANS THAT THE FILL MATERIAL IS NOT CONTAMINATED BY SOLID WASTES, INFECTIOUS WASTES, HAZARDOUS WASTES OR CONSTRUCTION AND DEMOLITION DEBRIS (C&DD). IF THESE TYPES OF WASTE ARE COMMINGLED WITH CLEAN HARD FILL, ALL OF THE MATERIALS MUST BE HANDLED AND DISPOSED OF AS SOLID WASTE, INFECTIOUS WASTE, HAZARDOUS WASTE OR C&DD. 3. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS INVESTIGATIVE ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. 4. SILT FENCE IS SHOWN IN THE APPROXIMATE LOCATION OF SILT FENCE IS SHOWN IN THE APPROXIMATE LOCATION OF PLACEMENT. ADDITIONAL SILT FENCE SHALL BE PLACED TO PROTECT ANY ADDITIONAL AREAS DISTURBED DURING CONSTRUCTION. 5. SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE. SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE. SILT FENCE SHALL BE MAINTAINED DURING CONSTRUCTION AND ONLY REMOVED WHEN A UNIFORM 80% VEGETATIVE COVER HAS BEEN ESTABLISHED AND APPROVED BY CONTRACTING OFFICER. 6. ALL WASTE MATERIAL SHALL BE PROPERLY RECYCLED OR ALL WASTE MATERIAL SHALL BE PROPERLY RECYCLED OR DISPOSED OF PER LOCAL OR STATE REQUIREMENTS. 7. CONTRACTOR SHALL PLACE 6" TOPSOIL AND SEED ON ALL CUT CONTRACTOR SHALL PLACE 6" TOPSOIL AND SEED ON ALL CUT AND FILL SLOPES AS SPECIFIED UNLESS ANOTHER SURFACE MATERIAL IS INDICATED. A NORTH AMERICAN GREEN SC150 OR ENGINEER APPROVED EQUAL EROSION CONTROL BLANKET SHALL BE PLACED OVER THE SEEDED SIDE SLOPES 3:1 OR GREATER. 8. ALL SLOPES GREATER THAN 3:1 OR AS INDICATED ON THE PLANS ALL SLOPES GREATER THAN 3:1 OR AS INDICATED ON THE PLANS SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS IMMEDIATELY UPON COMPLETION OF GRADING ACTIVITIES. 9. TOP SOIL STOCKPILE, CONCRETE WASHOUT AND WASTE DISPOSAL TOP SOIL STOCKPILE, CONCRETE WASHOUT AND WASTE DISPOSAL AREAS MAY BE PLACED IN A CENTRAL LOCATION WITHIN THE LIMITS OF DISTURBANCE TO ACCOMMODATE CONSTRUCTION AND MATERIAL LAYDOWN REQUIREMENTS. 10. PERIMETER SEDIMENT CONTROL MEASURES (SILT FENCE) SHALL PERIMETER SEDIMENT CONTROL MEASURES (SILT FENCE) SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN SEVEN (7) DAYS FROM THE START OF GRUBBING AND SHALL CONTINUE TO FUNCTION UNTIL UPSLOPE AREAS DRAINING TO THEM ARE PERMANENTLY STABILIZED. 11. STREETS DIRECTLY ADJACENT TO CONSTRUCTION ENTRANCES AND STREETS DIRECTLY ADJACENT TO CONSTRUCTION ENTRANCES AND RECEIVING TRAFFIC FROM THE DEVELOPMENT AREA, SHALL BE CLEANED DAILY TO REMOVE SEDIMENT TRACKED OFF-SITE. IF APPLICABLE, THE CATCH BASINS ON THESE STREETS NEAREST TO THE CONSTRUCTION ENTRANCES SHALL ALSO BE CLEANED WEEKLY. 12. ALL EROSION AND SEDIMENT CONTROL PRACTICES SPECIFIED ON ALL EROSION AND SEDIMENT CONTROL PRACTICES SPECIFIED ON THIS PLAN SHALL CONFORM WITH DETAILS AND SPECIFICATIONS OUTLINED IN THE CURRENT VERSION OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL OR OTHER STANDARDS ACCEPTABLE TO NORTH CAROLINA DEQ. 13. EROSION AND SEDIMENT CONTROL PRACTICES NOT ALREADY EROSION AND SEDIMENT CONTROL PRACTICES NOT ALREADY SPECIFIED ON THIS PLAN MAY BE NECESSARY DUE TO UNFORESEEN ENVIRONMENTAL CONDITIONS AND/OR CHANGES IN DRAINAGE PATTERNS CAUSED BY EARTH-MOVING ACTIVITY. 14. SOIL STOCKPILES, TOPSOIL OR OTHERWISE, SHALL BE SITUATED SOIL STOCKPILES, TOPSOIL OR OTHERWISE, SHALL BE SITUATED AWAY FROM STREETS, SWALES, OR OTHER WATERWAYS AND SHALL BE SEEDED AND/OR MULCHED IN ACCORDANCE WITH THE NORTH CAROLINA DEQ TIMEFRAME FOR STABILIZATION. 15. ON-SITE PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO ON-SITE PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO COMPLY WITH APPLICABLE REGULATIONS REGARDING FUGITIVE DUST EMISSIONS. 16. CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO STREAMS, DITCHES, STORM DRAINS, OR ANY OTHER WATER CONVEYANCE. A SUMP OR PIT WITH NO POTENTIAL FOR DISCHARGE SHALL BE CONSTRUCTED IF NEEDED TO CONTAIN CONCRETE WASH WATER. FIELD TILE OR OTHER SUBSURFACE DRAINAGE STRUCTURES WITHIN 10 FT. OF THE SUMP SHALL BE CUT AND PLUGGED. FOR SMALL PROJECTS, TRUCK CHUTES MAY BE RINSED AWAY FROM ANY WATER CONVEYANCES. GRADING AND DRAINAGE 1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE. 2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING MATCH” ARE INTENDED TO MEET EXISTING ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS. VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION. 3. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. RESTORE ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. 4. GRADE SURFACES AROUND FACILITY TO PROVIDE POSITIVE GRADE SURFACES AROUND FACILITY TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS. 5. REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS. 6. PROTECT ALL OPEN TRENCHES AT THE DAY'S END. 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CONC. S/W

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CONC. S/W

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ASPHALT

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PARKING LOT

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ASPHALT

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PARKING LOT

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WOOD SIGN

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STM8

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STM9

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SMH #7

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SMH #8

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EMH

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STM7

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STM11

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STM12

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DRIP LINE

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1 STORY BRICK

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BLDG #4279

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8" PVC

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6" PVC

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12" PVC

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12" RCP

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18" CPP

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30" RCP

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30" RCP

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24" RCP

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18" RCP

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STM4

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STM5

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12" RCP

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12" RCP

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TRAV. #MK521 N:424333.171 E:2629608.115 ELEV.:16.35'

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TRAV. #MK523 N:424175.126 E:2629448.352 ELEV.:14.38'

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C STREET

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GRASS

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GRASS

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GRASS

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GRASS

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METAL COVER

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UNABLE TO ACCESS PIPE SIZE/TYPE

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ASPHALT

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GRASS

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ASPHALT

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PAINTED

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CROSSWALK

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CTV

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AutoCAD SHX Text 17.96

AutoCAD SHX Text 17.42

AutoCAD SHX Text 17.52

AutoCAD SHX Text 17.56

AutoCAD SHX Text 17.19

AutoCAD SHX Text 17.95

AutoCAD SHX Text 16.16

AutoCAD SHX Text 15.17

AutoCAD SHX Text 15.03

AutoCAD SHX Text 13.98

AutoCAD SHX Text 17.02

AutoCAD SHX Text 16.79

AutoCAD SHX Text 16.66

AutoCAD SHX Text 16.32

AutoCAD SHX Text 14.28

AutoCAD SHX Text 14.00

AutoCAD SHX Text 16.57

AutoCAD SHX Text 16.73

AutoCAD SHX Text 14.11

AutoCAD SHX Text 14.32

AutoCAD SHX Text 15.89

AutoCAD SHX Text 16.13

AutoCAD SHX Text 13.72

AutoCAD SHX Text 14.39

AutoCAD SHX Text 15.45

AutoCAD SHX Text 16.25

AutoCAD SHX Text 13.89

AutoCAD SHX Text 14.24

AutoCAD SHX Text 15.86

AutoCAD SHX Text 15.23

AutoCAD SHX Text 14.81

AutoCAD SHX Text 15.77

AutoCAD SHX Text 14.22

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CWA

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STRUCTURE TO BE REMOVED

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TREE/SHRUB TO BE REMOVED

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PAVEMENT, SIDEWALK, AND/OR CURBING TO BE REMOVED

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PAVEMENT SAWCUT LINE

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PAVEMENT MARKING TO BE ERADICATED

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1.5" MILL ASPHALT PAVEMENT

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TITLE

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KEY

AutoCAD SHX Text 6.06

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SYMBOL

AutoCAD SHX Text 6.51

AutoCAD SHX Text 6.62

AutoCAD SHX Text 6.11

AutoCAD SHX Text 6.05

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INLET PROTECTION

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CONSTRUCTION ENTRANCE

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SILT FENCE

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PERMANENT SEEDING

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TREE PROTECTION

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CONCRETE WASH AREA

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CWA

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AutoCAD SHX Text 40'

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AutoCAD SHX Text 1"=20'

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1. SAWCUT AND REMOVE CONCRETE PAVEMENT SAWCUT AND REMOVE CONCRETE PAVEMENT 2. MILL TOP 1.5" OF ASPHALT PAVEMENT MILL TOP 1.5" OF ASPHALT PAVEMENT 3. SAWCUT AND REMOVE ASPHALT PAVEMENT SAWCUT AND REMOVE ASPHALT PAVEMENT 4. REMOVE IDENTIFICATION SIGN REMOVE IDENTIFICATION SIGN 5. REMOVE MASONRY WALL REMOVE MASONRY WALL 6. REMOVE HVAC UNITREMOVE HVAC UNIT

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DEMOLITION, EROSION & SEDIMENT CONTROL PLAN - AREA 1

AutoCAD SHX Text 12782969

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MGS

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RRC

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BSC

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AS NOTED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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UNCLASSIFIED

AutoCAD SHX Text 6876330

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XXXXX

AutoCAD SHX Text 07/03/2019

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XXXX

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BRIAN SCOTT CHEWNING

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AutoCAD SHX Text I

AutoCAD SHX Text Lic. No.038283

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AutoCAD SHX Text 07/03/2019

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SCALE: 1 IN. = 20 FT.

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PLAN NORTH

1. BASE PLAN: THE TOPOGRAPHIC FEATURES SHOWN WERE BASE PLAN: THE TOPOGRAPHIC FEATURES SHOWN WERE DETERMINED BY A TOPOGRAPHIC AND PHYSICAL FEATURES SURVEY CONDUCTED BY PRECISION MEASUREMENTS, INC. ON 05-23-2019. UNDERGROUND UTILITY LOCATIONS WERE DESIGNATED BY NC 811 MISS UTILITY (REFERENCE TICKET NUMBERS 2019-05-17 03776 & 03906). [OTHER SERVICES] 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD88. TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD88. 3. A GEOTECHNICAL INVESTIGATION HAS NOT BEEN PERFORMED A GEOTECHNICAL INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT.

SDSD

SD SD

SANSANSANSANSANSANSANSANSANSAN

FLOW

SAN

FLOW

FLOWE E EEE

E E

E E E E

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

GRAPHIC SCALE

CD102

M A

E C

O R

P S

N , C

H E

R R

Y P

T, N

R E

P A

A N

P R

O V

E M

E N

B U

DEMOLITION, EROSION & SEDIMENT CONTROL PLAN - AREA 2

GENERAL SHEET NOTES

EROSION & SEDIMENT CONTROL LEGEND

WORK KEYNOTES

DEMOLITION LEGEND

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STRUCTURE TO BE REMOVED

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TREE/SHRUB TO BE REMOVED

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PAVEMENT, SIDEWALK, AND/OR CURBING TO BE REMOVED

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PAVEMENT SAWCUT LINE

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PAVEMENT MARKING TO BE ERADICATED

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1.5" MILL ASPHALT PAVEMENT

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TITLE

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KEY

AutoCAD SHX Text 6.06

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SYMBOL

AutoCAD SHX Text 6.51

AutoCAD SHX Text 6.62

AutoCAD SHX Text 6.11

AutoCAD SHX Text 6.05

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INLET PROTECTION

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CONSTRUCTION ENTRANCE

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SILT FENCE

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PERMANENT SEEDING

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TREE PROTECTION

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CONCRETE WASH AREA

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CWA

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4" DEAD TREE

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EHH

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EHH

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TRHH

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MULTI DEC.

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AutoCAD SHX Text T.O.S.

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AutoCAD SHX Text T.O.S.

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DUMPSTER

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CONC.

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MULTI DEC.

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ASPHALT

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PARKING LOT

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MULTI DEC.

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1 STORY BRICK

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FFE=21.73'

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CONC. S/W

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UHH

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EBOX

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WOOD POST

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EBOX

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ON RACK

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ELEC.

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TRANS.

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METAL

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SIGN

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WHEEL

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STOP

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WOOD

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SIGN

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MULTI DEC.

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SHRUBS

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SHRUBS

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SHRUBS

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SHRUBS

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SMH #6

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BLDG #T558

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TMH #B 02

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TRAV. #MK513 N:424925.242 E:2627999.713 ELEV.:22.21'

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CONC. MON. W/DISK

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INV. = 19.33'

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15" CPP

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INV. = 19.21'

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24" RCP

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CONC. HEADWALL INV. = 13.81'

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18" CPP

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INV.=17.46'

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INV.=17.41'

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TRAV. #MK514 N:424639.820 E:2628199.868 ELEV.:20.12'

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INV.=18.09'

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12" DIP

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INV.=18.00'

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10" DIP

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10" DIP

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10" PVC

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8" DIP

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SMH #1

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SMH #3

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SMH #2

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SMH #4

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4" PVC

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STM3

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TPED

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MATCHLINE SHEET V-003

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MATCHLINE SHEET V-002

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ROOSEVELT BOULEVARD

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GRASS

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GRASS

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CONC. DRAINAGE STRUCTURE

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OAK STREET

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AutoCAD SHX Text 21.08

AutoCAD SHX Text 22.50

AutoCAD SHX Text 21.72

AutoCAD SHX Text 20.25

AutoCAD SHX Text 20.96

AutoCAD SHX Text 22.15

AutoCAD SHX Text 21.54

AutoCAD SHX Text 20.96

AutoCAD SHX Text 20.43

AutoCAD SHX Text 20.82

AutoCAD SHX…

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