Attachment 3 - Add Walk-in Blast Booth Building DWG.pdf

PDF 14 MB Posted Jul 28, 2020

Attached to: Add Paint Blast Booth Federal contract opportunity
Solicitation number: FA301020R0035
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an additional paint blast booth at an Air Force base between $1,000,000 and $5,000,000. As a Service-Disabled Veteran-Owned Small Business set-aside, only SDVOSB contractors may submit proposals in response. An organized site visit will be held on August 4th, 2020 at 9:00am, with face masks required. No award will be made under this solicitation until funds are available. The evaluation criteria in Section M will be used to determine the winning proposal. The contractor must acknowledge all amendments to the solicitation in their response.

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Other files for this federal contract opportunity

Other files attached to Add Paint Blast Booth, newest first.
File	Type	Posted
Solicitation Amendment FA301020R00350002 SF 30.pdf	PDF	Aug 28, 2020
Attachment 3 - Addendum 01_DWG_21 Aug 2020.pdf	PDF	Aug 24, 2020
Attachment 11 - Provision 52.204-24 & Clause 52.204-25.pdf	PDF	Aug 24, 2020
Solicitation Amendment FA301020R00350001 SF 30.pdf	PDF	Aug 24, 2020
Site Visit Sign In Sheet.pdf	PDF	Aug 4, 2020
Attachment 4 - Wage Determination.pdf	PDF	Jul 28, 2020
Attachment 5 - AF 66.xlsx	XLSX spreadsheet	Jul 28, 2020
Attachment 1 - Add Walk-in Blast Booth Building SOW.pdf	PDF	Jul 28, 2020
Attachment 10 - DoD Building Code - AHJ defined.pdf	PDF	Jul 28, 2020
Attachment 9 - Notice of Compliance.pdf	PDF	Jul 28, 2020
Attachment 7 - Past Performance Reference List.pdf	PDF	Jul 28, 2020
Attachment 8 - SF 1444.pdf	PDF	Jul 28, 2020
Attachment 2 - Add Walk-in Blast Booth Building SPECS.pdf	PDF	Jul 28, 2020
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Jul 28, 2020
Solicitation - FA301020R0035.pdf	PDF	Jul 28, 2020

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HARRISON

COUNTY

GULFPORT

JACKSON

CENTER LINE

COLUMN CENTER LINES

INTERIOR ELEVATIONS

SPOT DETAIL

BUILDING SECTION

OR WALL SECTION

DRAWING TITLE

DRAWING SCALE

WINDOW TAG

ROOM NAME

ROOM NUMBER

DOOR NUMBER

VERTICAL ELEVATION LEVEL

ADDENDUM REVISION

NAME

ELEVATION

ROOM NAME

VIEW NAME

1/8" = 1'-0"

A101

SIM

A101

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A. 821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0 F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF 5105/28/2020

As indicated T100JKO

MAHG191072

TITLE PAGE

PROJECT TEAM

OWNER:

VECTRUS

508 L STREET, BLDG 4705

KEESLER AFB, MS 39534

CONTACT:

GEORGE M. REED, ARCHITECT

CHIEF ENGINEERING SERVICES, VECTRUS-KEESLER

george.reed.6.ctr@us.af.mil

SURVEYING:

STENUM SURVEYING, LLC

8593 WEST OAKLAWN ROAD

BILOXI, MS 39532

P: 228.392.5552 F: 228.392.6106

CONTACT:

G. PAUL STENUM, PLS

stenumsurvey@cableone.net

CIVIL ENGINEER:

SIMPKINS & COSTELLI, INC.

401 32ND 1/2 ST.

GULFPORT, MS 39507

P: 228.864.6289 F: 228.864.2897

CONTACT:

MICHAEL COSTELLI, PE

michael@simpkins-costelli.com

STRUCTURAL ENGINEER:

SIMPKINS & COSTELLI, INC.

401 32ND 1/2 ST.

GULFPORT, MS 39507

P: 228.864.6289 F: 228.864.2897

CONTACT:

MICHAEL COSTELLI, PE

michael@simpkins-costelli.com

ARCHITECT:

LPK ARCHITECTS, P.A.

MISSISSIPPI GULF COAST OFFICE

2208 18TH STREET, SUITE D

GULFPORT, MISSISSIPPI 39501

P: 228.265.7980 F: 601.639.8640

CONTACT:

JOHN K. OLSEN JR., AIA, NCARB

jolsen@lpkarchitects.com

PLUMBING AND MECHANICAL ENGINEER:

STEPHENS MECHANICAL ENGINEERING, LLC

925 TOMMY MUNRO DR, SUITE B

BILOXI, MS 39532

P: 228.207.3322 F: 228.207.3346

CONTACT:

LAWRENCE STEPHENS, P.E.

les@stephensmecheng.com

ELECTRICAL ENGINEER:

WELCON ELECTRICAL CONSULTANTS

14116 CUSTOMS BLVD, SUITE #111

GULFPORT, MS 39503

P: 228.822.8000 C: 228.343.8011

CONTACT:

GREG WYROSDICK, PE

greg@welconconsultants.com

DRAWING INDEX MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH

BUILDING

ARCHITECTURAL NOTES

1. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING

CONDITIONS, INCLUDING EXISTING UTILITY LOCATIONS, TO DETERMINE THE SCOPE AND NATURE OF

THE WORK NECESSARY FOR THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND ANY ADDENDA

FOR THE PROJECT TO DETERMINE THE COMPLETE SCOPE AND NATURE OF THE WORK TO BE

PERFORMED. ANY QUESTIONS OR DISCREPANCIES AS TO THE NATURE OR INTENT OF THE WORK TO

BE PERFORMED SHALL BE DIRECTED TO THE CONTRACTING OFFICER PRIOR TO BIDDING FOR A

DETERMINATION OF WORK REQUIRED. UNLESS STATED OTHERWISE BY THE CONTRACTING OFFICER.

WHERE A CONFLICT OR DISCREPANCY EXISTS, THE MOST COSTLY OR MOST STRINGENT CONDITION

SHALL APPLY.

3. CONTRACTOR SHALL COORDINATE THE WORK SCHEDULE AND INTERRUPTION OF UTILITIES FOR THE

PROJECT WITH THE CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF ACTIVITIES AND

FUNCTIONS.

4. THE CONTRACTOR SHALL EXERCISE CARE AND TAKE APPROPRIATE PRECAUTIONARY MEASURES TO PREVENT ANY DAMAGE TO THE EXISTING STRUCTURES, SIDEWALKS, UTILITIES, COMMUNICATIONS, ETC., DURING THE PROJECT. THE CONTRACTOR SHALL CORRECT ALL DAMAGE CAUSED BY OR

DURING THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY REQUIRED

AGENCIES OR UTILITIES AND FOLLOWING APPLICABLE PROCEDURES PRIOR TO ANY EXCAVATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO ORDERING

MATERIALS AND COMMENCING WORK.

6. THE CONTRACTOR SHALL ENSURE THAT HIS EQUIPMENT AND MATERIALS ARE STORED IN A SAFE AND SECURE MANNER IN AN AREAS DESIGNATED BY THE CONTRACTING OFFICER, AND SHALL ENSURE

THAT ALL WORK BE PERFORMED IN ACCORDANCE WITH SAFETY REGULATIONS AND SAFE

STANDARDS OF PRACTICE FOR THE SAFETY OF THE WORKERS AND USERS OF THE BUILDING DURING

THE PROJECT.

7. NOT EVERY CONDITION HAS BEEN DETAILED. WHERE SPECIFIC DETAILING IS NOT SHOWN, CONTACT

CONTRACTING OFFICER FOR INSTRUCTIONS. THEN, EXECUTE THE CONSTRUCTION IN A SOUND,

WORKMANLIKE MANNER CONSISTENT WITH ACCEPTED BUILDING PRACTICES AND OTHER DETAILING

SHOWN.

8. WHERE STANDARD DETAILS ARE SHOWN TO BE TYPICAL, THEY SHALL BE CONSIDERED TO BE

APPLICABLE IN ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

9. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICANS WITH

DISABILITIES ACT AND APPLICABLE BUILDING CODES, FIRE CODES AND REGULATIONS.

10. ALL WORK AREAS SHALL BE LEFT CLEAN & PRESENTABLE UPON COMPLETION OF THE WORK DAY.

DAILY CLEANUP REQUIRED IN AREAS OF DAILY ACTIVITY. CONTRACTOR SHALL REMOVE ALL TRASH

AND DEBRIS FROM THE PROJECT SITE AS NEEDED AND SHALL PERFORM FINAL CLEANUP UPON

COMPLETION OF THE PROJECT.

11. ALL REFERENCES TO "ARCHITECT" OR "OWNER" SHALL MEAN "CONTRACTING OFFICER."

VICINITY MAP

NOT TO SCALE

TO GULFPORT

VIA HWY 90

TO BILOXI

VIA I-10

LOCATION MAP

NOT TO SCALE

ARCHITECTURAL ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ADD'M ADDENDUM

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECTURAL

BD BOARD

BLKG BLOCKING

BLDG BUILDING

CER CERAMIC

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CJ CONTROL JOINT

CONST CONSTRUCTION

CONT CONTINUOUS

DET DETAIL

DWGS DRAWINGS

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISHED

FL FLOOR

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GYP GYPSUM

H HEAD

HCWD HOLLOW CORE WOOD DOOR

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION, AND

AIR CONDITIONING

INSUL INSULATION

INT INTERIOR

J JAMB

JT JOINT

LBS POUNDS

LAM LAMINATE OR LAMINATED

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MO MASONRY OPENING

MTD MOUNTED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

P PLASTIC

PARA PARAGRAPH

PART PARTITION

PL PLATE OR PLATED

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PTDD PAPER TOWEL DISPENSER

AND/OR DISPOSAL

PVC POLYCINYL CHLORIDE

R RADIUS

RAG RETURN AIR GRILLE

RB RUBBER BASE

REF REFRIGERATOR

REINF REINFORCING

REQ'D REQUIRED

RT RUBBER THRESHOLD

S SILL

SCWD SOLID CORE WOOD DOOR

SHT SHEET

SIM SIMILAR

SQFT SQUARE FEET

SS STAINLESS STEEL

STRUCT STRUCTURAL

SUP SUPPLEMENTAL

SUSP SUSPENDED

THKNS THICKNESS

TPH TOILET PAPER HOLDER

TRTD TREATED

TYP TYPICAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WT WEIGHT

01 - TITLE PAGE

T100 TITLE PAGE

02 - LIFE SAFETY

LS101 LIFE SAFETY PLAN

03 - SURVEY/MAPPING

V100 EXISTING SITE SURVEY

04 - CIVIL

C100 SITE DEMOLITION PLAN

C200 SITE PLAN

C300 DRAINAGE SITE PLAN

C400 UTILITIES SITE PLAN

C500 CONSTRUCTION DETAILS

C600 CONSTRUCTION DETAILS

C700 EROSION CONTROL PLAN AND DETAILS

05 - STRUCTURAL

S100 DESIGN CRITERIA

S200 FOUNDATION PLAN

S300 FRAMING PLAN

S400 BUILDING SECTION

S500 FOUNDATION DETAILS

S600 FRAMING DETAILS

06 - ARCHITECTURAL

A101 FLOOR PLAN - NEW CONSTRUCTION

A102 REFLECTED CEILING PLAN

A103 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 PRECAST PANEL ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A303 WALL SECTIONS

A401 RESTROOM DETAILS

A501 DETAILS

A601 SCHEDULES

A602 HJS DETAILS

D100 FLOOR PLAN - DEMOLITION

07 - FIRE PROTECTION

FP100 FIRE PROTECTION

08 - MECHANICAL

M001 HVAC ABBREVIATIONS AND NOTES

M100 HVAC SCHEDULES AND DETAILS

M101 HVAC DETAILS CONT'D

M102 HVAC PLAN

M103 HVAC CONTROLS

09 - PLUMBING

P001 PLUMBING SCHEDULES

P002 PLUMBING DETAILS

P100 SITE PLAN

P101 UNDERGROUND SANITARY SEWER

P102 ABOVE FLOOR SANITARY SEWER

P103 RISER PLAN

P104 DOMESTIC WATER

P105 DOMESTIC WATER RISER

P106 GAS AND PNEUMATIC

10 - ELECTRICAL

E000 ELECTRICAL LEGEND, SCHEDULE, DETAILS, AND RISERS

E001 GROUNDING AND LIGHTNING PROTECTION DETAILS

E100 LIGHTING PLAN

E101 POWER PLAN

E102 MECHANICAL SYSTEMS AND FIRE ALARM PLAN

E103 LIGHTNING PROTECTION PLAN

E200 ELECTRICAL PANEL SCHEDULES

SHEETS IN THE SET: 51

PROJECT

LOCATION

ARCHITECTURAL SYMBOLS

“ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE

MATERIALS SPECIFIED AND INDICATE THEIR INTENDED RELATIONSHIP TO EACH

OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON

THE DRAWINGS MAY NOT ALLOW FOR ALL FITTINGS, OFFSETS, AND ACCESSORIES

THAT MAY BE REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL

CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD AFFECT THE WORK TO

BE PERFORMED AND SHALL ARRANGE SUCH WORK AS NECESSARY TO COMPLY

WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS.”

TO OCEAN SPRINGS

VIA HWY 90

TO NEW ORLEANS

VIA I-10

CONSTRUCTION DOCUMENTS

SUBMITTAL

MAY 28, 2020

2283 SF

INDUSTRIAL

DIAGONAL DISTANCE: 75'-0" / 3

= 25'-0" REQUIRED EXIT SEPARATION

37'-6" ACTUAL EXIT SEPARATION

C E:

COMMON PATH OF TRAVEL 58'-9" TOTAL TRAVEL DISTANCE: 75' - 0"

F F

RAP

FSTS

EXIT

EXITEXIT

EXIT

FE1

BAS

SURFACE MOUNTED KNOXBOX 3200,

VERIFY COLOR AND LOCATION WITH

CONTRACTING OFFICER

FE1

EXIT

SMOKE GUARD M2100 FIRE CURTAIN

LANDING

P D

O W

E C

RAMP DOWN

SEE CIVIL

LANDING

LANDINGLANDING

P D

O W

E C

FUNCTION OF SPACE CALCULATIONSLEGEND

INDUSTRIAL

100 GROSS PER OCCUPANT 2,283 SF / 100 SF = 23 OCCUPANT

TOTAL: 36 OCCUPANTS

FIXTURE CODE REQUIRED PROVIDED

WATER CLOSETS

OCCUPANCY

INDUSTRIAL MALE: 1/100

FEMALE: 1/100

WATER CLOSETS TOTAL MALE:

FEMALE:

LAVATORIES

LAVATORIES TOTAL

DRINKING FOUNTAIN

INDUSTRIAL 1 PER 400 23 / 100 = .23

DRINKING FOUNTAIN TOTAL .135 0*

INDUSTRIAL MALE: 1/100

FEMALE: 1/100

(23/2) / 100 = .115 (23/2) / 100 = .115

MALE:

FEMALE:

.115

(23/2) / 100 = .115 (23/2) / 100 = .115

.115

* DRINKING FOUNTAIN NOT PROVIDED PER EXCLUSION GRATED BY KEELSER AIR FORCE BASE

PATH OF TRAVEL

BRACKET MOUNTED FIRE EXTINGUISHER

FAC

RAP

FE1

EXIT EMERGENCY EXIT FIXTURE

REMOTE ANNUNCIATOR PANEL

FIRE ALARM CABINET

FIRE ALARM HORN/STROBE

FIRE ALARM PULL STATION

FIRE ALARM STROBE

FIRE ALARM SMOKE DETECTOR

1 HOUR FIRE RATED ASSEMBLY UL U905

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A. 821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0 F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF 5105/28/2020

As indicated LS101JKO

MAHG191072

LIFE SAFETY PLAN

1/4" = 1'-0"1 FINISH FLOOR

2019 ASHRAE: HANDBOOK OF FUNDAMENTALS;

HANDBOOK OF HVACS SYSTEMS AND

EQUIPMENT; HANDBOOK OF HVAC

APPLICATIONS; AND HANDBOOK OF

REFRIGERATION

2018 UNIFORM MECHANICAL CODE (UMC)

LATEST

EDITION

UFC, 3-600-01, 3-520-01, 3-410-01, 4-010-01,

3-430-01FA

SMACNA DUCT CONSTRUCTION STANDARDS

FED-STD-795, UNIFORM FEDERAL

ACCESSIBILITY STANDARD, 26 HULY 1991

ASHRAE GUIDE HVAC SPECIFICATION

OUTLINE

2018 INTERNATIONAL BUILDING CODE

2018 NATIONAL FIRE PROTECTION ASSOCIATION

101, LIFE SAFETY CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NATIONAL ELECTRIC CODE

2010 AMERICAN WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES

2018 NATIONAL FIRE PROTECTION ASSOCIATION

CODES AND STANDARDS

2018 INTERNATIONAL FUEL GAS CODE

2019 ASHRAE STD 62

2019 ASHRAE STD 90

BUILDING AND FIRE CODES:

IBC BUILDING ANALYSIS:

LIFE SAFETY ANALYSIS:

LIFE SAFETY LEGEND:

OCCUPANCY SCHEDULE:

PLUMBING FIXTURE CALCULATIONS:

PRIMARY OCCUPANCY: STORAGE GROUP H-2 (IBC SECTION 307.4)

CONSTRUCTION TYPE: IIB

MAXIMUM ALLOWABLE BUILDING AREA: 7,000 SF (SPRINKLED SINGLE STORY BUILDING) (IBC TABLE 506.2)

ACTUAL BUILDING AREA: 746 SF (EXISTING BUILDING) + 1,537 (ADDITION) = 2,283 SF

MAXIMUM BUILDING HEIGHT: 55’ (IBC TABLE 504.3) / 1 STORIES (IBC TABLE 504.4)

ACTUAL BUILDING HEIGHT: 19'-6" A.F.F., ONE STORY

FIRE-RESISTANCE RATING REQUIREMENTS: 0 HRS (IBC TABLE 601)

CORRIDOR FIRE-RESISTANCE RATING: 1 HOUR (IBC TABLE 1020.1)

FIRE SEPARATION RATING REQUIRED: 10 ≤ X ≤30 = 0 HRS (IBC TABLE 602)

STRUCTURAL FIRE RATING: 0 HRS (IBC TABLE 601 & 602)

EXIT ACCESS TRAVEL DISTANCE: SPRINKLED - 100 FT (IBC TABLE 1017.2)

AUTOMATIC FIRE DETECTION SYSTEM: REQUIRED (IBC SECTION 415.3)

AUTOMATIC SPRINKLER SYSTEM: REQUIRED (IBC SECTION 415.4)

DOORWAY CONFIGURATION: TWO REQ'D EXITS TO BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE MAXIMUM OVERALL DIAGONAL DISTANCE OF THE AREA TO BE SERVED BETWEEN THEM: 75'-0" / 3 = 25'-0" REQUIRED EXIT SEPARATION (37'-6" PROVIDED) (IBC 1007.1.1 EXCEPTION 2)

CAPACITY FACTORS ALLOWS 0.4" PER OCCUPANT (NFPA 101 TABLE 7.3.3.1)

ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM AN AREA HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR

LOCK IS PANIC HARDWARE OR FIRE EXIT HARDWARE (NFPA 101 12.2.2.2.3)

INDUSRTIAL DEAD-END CORRIDOR 50FT, COMMON PATH OF TRAVEL 100FT (NFPA TABLE 40.2.5)

G D r a w i n g s

A F B

A d d i t i o n s t o

W a l k i n l a s t

B o o h u i l d i n g C

I V

I L

Q u a r a n t i n e

D a y s

W a l k a s t

B o o d i t i o n

C i v i l d w g

M t o n i

G A

S G

A S

W W

S S

X X

S S S

S S

G A

W W

REMOVE EXISTING 6"

CONCRETE PAVEMENT

EXISTING DRAINAGE

TO REMAIN

NEW

BUILDING

5' WIDE PAVEMENT

REMOVAL/REPLACEMENT

FOR WATER INSTALLATION

PAVEMENT REMOVAL/REPLACEMENT

FOR SEWER CONNECTION

10' WIDE PAVEMENT

REMOVAL/REPLACEMENT

FOR WATER INSTALLATION

5.00'

TYP.

REMOVE EXISTING

AWNING AND

CONCRETE RAMP

5' TYP.

103.2'

19'

10'

PAVEMENT REMOVAL/REPLACEMENT FOR GAS

AND AIR INSTALLATION (SEE MECHANICAL)

49.8'

VERIFY WITH EXISTING GRADES;

MAX 1:20 SLOPE

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A.

821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0

F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

MRC

TLL

MRC

05/28/2020 MAHG191072

AS NOTED

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF

S & C Job Number 2017

SITE DEMOLITION PLAN

Know what's below.

before you dig.Call

C100

G D r a w i n g s

A d i t i o n s l k a s t

B o o i l d i n g C

I V

I L

Q u a r a n t i n e

D a y s

W a l k a s t

B o o d i t i o n

C i v i l d w g

M t o n i l

AutoCAD SHX Text

"SANDBLASTING BUILDING 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4302

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4306

AutoCAD SHX Text

BLDG. #4303

AutoCAD SHX Text

BLDG. #4305

AutoCAD SHX Text

BLDG. #4310

AutoCAD SHX Text

BLDG. #4301 "FABRICATION BRANCH" MAIN BUILDING SHOP

AutoCAD SHX Text C

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

24" L. OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text

VERTICAL GAS PIPE

AutoCAD SHX Text

UNDERGROUND GAS LINE AS PER SURFACE MARKINGS

AutoCAD SHX Text S

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text E

AutoCAD SHX Text

A/C CHILLER

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text SURVEY CONTROL POINT (TYPICAL) SEE SURVEY CONTROL POINT TABLE FOR COORD. AND BEARINGS)

AutoCAD SHX Text

ROOF DRAIN (TYPICAL)

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text E

AutoCAD SHX Text

AWNING (TYPICAL)

AutoCAD SHX Text E

AutoCAD SHX Text

BLDG. #4304

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text E

AutoCAD SHX Text

COMPRESSOR UNIT ON RAISED CONCRETE PAD

AutoCAD SHX Text C

AutoCAD SHX Text

CLEANOUT PLUG

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text 15" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 8" P.V.C.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

"STRIPPING BUILDING" 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text E

AutoCAD SHX Text

PARKING SPACE (TYPICAL)

AutoCAD SHX Text

19 PARKING SPACES

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.5

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.0

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.0

AutoCAD SHX Text

EXISTING 0.5' INTERVAL CONTOURS (TYPICAL)

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text V

AutoCAD SHX Text 20.5

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text E

AutoCAD SHX Text

TOP OF RAISED CONCRETE PAD ELEV. = 21.3'

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text

PARKING LOT ACCESS ROAD

AutoCAD SHX Text A/C

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. PANEL BOX

AutoCAD SHX Text E

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

ROOF DRAIN (TYPICAL)

AutoCAD SHX Text E

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text E

AutoCAD SHX Text NOTE: TREE CANOPIES FOR 18" OAKS ALONG "H" STREET AVERAGE A 15' RADIUS TYPICALLY. NOT SHOWN FOR CLARITY PURPOSES.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

VERTICAL CONDUIT

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REFER TO SURVEY FOR ALL SITE NOTES ON EXISTING ELEMENTS.

AutoCAD SHX Text

DEMOLITION LEGEND:

AutoCAD SHX Text

INDICATES PAVEMENT DEMOLITION

AutoCAD SHX Text

DEMOLITION NOTES:

AutoCAD SHX Text

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT OCCUR TO IMPROVEMENTS SHOWN HEREON TO REMAIN. 2. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE THAT IS FOUND TO EXIST PRIOR TO HIS WORK OR THAT IS GENERATED AS A RESULT OF HIS WORK. DEBRIS SHALL CONSIST OF ANY MATERIAL OTHER THAN SOIL. 3. THE SITE UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON INFORMATION PROVIDED BY OTHERS AND SHOULD ONLY BE USED FOR GENERAL GUIDANCE IN COMPLETING THE WORK. THE TYPES, PIPE SIZES, LOCATIONS AND ELEVATIONS OF ALL UTILITIES MUST BE DETERMINED IN THE FIELD BY THE CONTRACTOR. 4. CONTRACTOR SHALL CALL THE MISSISSIPPI DAMAGE PREVENTION NUMBER (1-800-227-6477) BY LAW TO LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO HIS WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES NOT DESIGNATED TO BE REMOVED UNDER THIS CONTRACT AND BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES NOT DESIGNATED TO BE REMOVED THAT RESULT FROM CONTRACTOR'S WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR COORDINATING ALL WORK WITH THE AFFECTED UTILITY COMPANIES OR OWNER AND ALL COSTS ASSOCIATED WITH THE REMOVAL OR RELOCATION OF UTILITIES AS REQUIRED TO COMPLETE THE WORK. 5. REMOVAL OF ALL PRIMARY POWER LINES, POLES, AND APPURTENANCES SHALL BE BY LOCAL UTILITY COMPANY. SEE ELECTRICAL SITE PLAN. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENTATION CONTROL DURING THE ENTIRE COURSE OF THIS WORK. SEE SHEET C700 FOR EROSION CONTROL PLAN AND DETAILS. 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS THAT ARE REQUIRED TO ACCOMPLISH THE WORK SPECIFIED HEREON.

X X

NEW BLDG.

FFE=21.20

MATCH EXISTING

GRADE

6" CONCRETE

PAVEMENT (TYP.

AROUND BUILDING

PERIMETER U.N.O),

SEE 1/C500

NEW CONCRETE RAMP AT

OVERHEAD DOOR, SEE 1/C500

HVAC UNITS (SEE

MECHANICAL)

CONCRETE MECHANICAL

PAD, SEE 2/C500

CONCRETE REPAIR,

SEE 3/C500

CONCRETE REPAIR,

SEE 3/C500

CONCRETE REPAIR,

SEE 3/C500

CONCRETE LANDING AND RAMP,

SEE 4/C500-5/C500 (TYP.)

T Y

5' x 5' LANDING, LEVEL (5/C500)

T Y

5' TYP.

10.6' 14' 20.3' 5'

TYP.

VERIFY WITH EXISTING

GRADES; MAX. 1:20 SLOPE

SEE DETAIL 6/C500

FOR BLOCKOUT

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A.

821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0

F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

MRC

TLL

MRC

05/28/2020 MAHG191072

AS NOTED

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF

S & C Job Number 2017

C200

SITE PLAN

G D r a w i n g s

A d i t i o n s l k a s t

B o o i l d i n g C

I V

I L

Q u a r a n t i n e

D a y s

W a l k a s t

B o o d i t i o n

C i v i l d w g

M t o n i l

AutoCAD SHX Text

"SANDBLASTING BUILDING 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4302

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4306

AutoCAD SHX Text

BLDG. #4303

AutoCAD SHX Text

BLDG. #4305

AutoCAD SHX Text

BLDG. #4310

AutoCAD SHX Text

BLDG. #4301 "FABRICATION BRANCH" MAIN BUILDING SHOP

AutoCAD SHX Text C

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

24" L. OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text S

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

A/C CHILLER

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text SURVEY CONTROL POINT (TYPICAL) SEE SURVEY CONTROL POINT TABLE FOR COORD. AND BEARINGS)

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text E

AutoCAD SHX Text

BLDG. #4304

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text E

AutoCAD SHX Text

COMPRESSOR UNIT ON RAISED CONCRETE PAD

AutoCAD SHX Text C

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

"STRIPPING BUILDING" 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text E

AutoCAD SHX Text

PARKING SPACE (TYPICAL)

AutoCAD SHX Text

19 PARKING SPACES

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text V

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text E

AutoCAD SHX Text

TOP OF RAISED CONCRETE PAD ELEV. = 21.3'

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text

PARKING LOT ACCESS ROAD

AutoCAD SHX Text A/C

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. PANEL BOX

AutoCAD SHX Text E

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text E

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text E

AutoCAD SHX Text NOTE: TREE CANOPIES FOR 18" OAKS ALONG "H" STREET AVERAGE A 15' RADIUS TYPICALLY. NOT SHOWN FOR CLARITY PURPOSES.

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REFER TO SURVEY FOR ALL SITE NOTES ON EXISTING ELEMENTS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. REPLACE PAVING TO MATCH EXISTING ON PAVED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 2. DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 3. NEW PAVING JOINTS TO MATCH EXISTING JOINT PATTERN.

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text

%%USITE LEGEND

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

ADA LANDING AND RAMP

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text

NEW BUILDING

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

AutoCAD SHX Text U.N.O.

U.N.O.

G A

W W

S S

X X

S S S

S S

G A

W W

MATCH EXISTING

ELEVATIONS

(TYP.)

NEW BLDG.

FFE=21.2

EQUIPMENT

PAD, LEVEL

ELEV=21.4

ELEV.=21.18

ELEV.=20.30±

MATCH EXISTING

GRADES.

ELEV.=21.18

ELEV.=20.60±

ELEV.=21.18

SLOPE

EQUIPMENT

PAD, LEVEL

ELEV=21.4

PROVIDE

BLOCKOUT. SEE

6/C500.

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A.

821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0

F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

MRC

TLL

MRC

05/28/2020 MAHG191072

AS NOTED

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF

S & C Job Number 2017

DRAINAGE SITE PLAN

C300

G D r a w i n g s

A d i t i o n s l k a s t

B o o i l d i n g C

I V

I L

Q u a r a n t i n e

D a y s

W a l k a s t

B o o d i t i o n

C i v i l d w g

M t o n i l

AutoCAD SHX Text

"SANDBLASTING BUILDING 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4302

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4306

AutoCAD SHX Text

BLDG. #4303

AutoCAD SHX Text

BLDG. #4305

AutoCAD SHX Text

BLDG. #4310

AutoCAD SHX Text

BLDG. #4301 "FABRICATION BRANCH" MAIN BUILDING SHOP

AutoCAD SHX Text C

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

24" L. OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text G

AutoCAD SHX Text

VERTICAL GAS PIPE

AutoCAD SHX Text

UNDERGROUND GAS LINE AS PER SURFACE MARKINGS

AutoCAD SHX Text S

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text E

AutoCAD SHX Text

A/C CHILLER

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

14" CREPE MYRTLE

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text

CANOPY (TYP.)

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text SURVEY CONTROL POINT (TYPICAL) SEE SURVEY CONTROL POINT TABLE FOR COORD. AND BEARINGS)

AutoCAD SHX Text

ROOF DRAIN (TYPICAL)

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text E

AutoCAD SHX Text

AWNING (TYPICAL)

AutoCAD SHX Text E

AutoCAD SHX Text

BLDG. #4304

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text E

AutoCAD SHX Text

COMPRESSOR UNIT ON RAISED CONCRETE PAD

AutoCAD SHX Text C

AutoCAD SHX Text

CLEANOUT PLUG

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text 15" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 8" P.V.C.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

"STRIPPING BUILDING" 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text E

AutoCAD SHX Text

PARKING SPACE (TYPICAL)

AutoCAD SHX Text

19 PARKING SPACES

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.5

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

6' METAL FENCE LINE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text 19.4

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 18.8

AutoCAD SHX Text 18.9

AutoCAD SHX Text 19.0

AutoCAD SHX Text 18.9

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.0

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.6

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 19.4

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AutoCAD SHX Text 20.0

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AutoCAD SHX Text 19.4

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AutoCAD SHX Text 20.7

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AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.6

AutoCAD SHX Text 21.7

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.5

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AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 26.7

AutoCAD SHX Text 20.6

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AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.8

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.7

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.9

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.9

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.3

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.2

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.8

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.6

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.2

AutoCAD SHX Text 21.3

AutoCAD SHX Text 19.3

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.7

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AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.3

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.6

AutoCAD SHX Text 18.8

AutoCAD SHX Text 20.2

AutoCAD SHX Text 19.4

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.8

AutoCAD SHX Text 18.9

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.3

AutoCAD SHX Text 20.8

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.0

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.5

AutoCAD SHX Text 21.0

AutoCAD SHX Text 21.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.5

AutoCAD SHX Text 19.5

AutoCAD SHX Text 20.0

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.0

AutoCAD SHX Text

EXISTING SURFACE ELEVATION (TYPICAL)

AutoCAD SHX Text

EXISTING 0.5' INTERVAL CONTOURS (TYPICAL)

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text V

AutoCAD SHX Text 20.5

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text E

AutoCAD SHX Text

TOP OF RAISED CONCRETE PAD ELEV. = 21.3'

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text

PARKING LOT ACCESS ROAD

AutoCAD SHX Text A/C

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. PANEL BOX

AutoCAD SHX Text E

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE CORNER POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

ROOF DRAIN (TYPICAL)

AutoCAD SHX Text E

AutoCAD SHX Text

BASE OPERATIONS PARKING

AutoCAD SHX Text E

AutoCAD SHX Text NOTE: TREE CANOPIES FOR 18" OAKS ALONG "H" STREET AVERAGE A 15' RADIUS TYPICALLY. NOT SHOWN FOR CLARITY PURPOSES.

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

DRAINAGE SITE PLAN

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REFER TO SURVEY FOR ALL SITE NOTES ON EXISTING ELEMENTS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. SEE SHEET C700 FOR STORMWATER PROTECTION PLAN AND DETAILS. 2. ELEVATIONS SHOWN ARE AT PAVEMENT, WALK OR TURF UNLESS NOTED OTHERWISE. 3. MAINTAIN ADA COMPLIANT SLOPES AT ALL PAVED AREAS. (2% MAX. IN ALL DIRECTIONS.) 4. GRADES AT FACE OF BUILDING = 1/4" BELOW FINISH FLOOR. 5. FOR LANDINGS AND RAMPS, SEE 4/C500 AND 5/C500. 6. FOR SOUTH RAMP SEE 6/C500.

AutoCAD SHX Text

NEW CONTOUR

AutoCAD SHX Text X

AutoCAD SHX Text

NEW SPOT ELEVATION

AutoCAD SHX Text

X.XX

AutoCAD SHX Text

%%UDRAINAGE LEGEND

AutoCAD SHX Text X

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

EXISTING SPOT ELEVATION

X.XX

G A

W W

S S

X X

S S S

S S

G A

W W

4" SERVICE AND CLEANOUT.

CONNECT SERVICE PIPE TO

EXISTING 8" SS.(SEE MECH.

FOR CONTINUATION TO

BUILDING) SEE 1/C600

2" DOMESTIC

WATER

6" FIRE

MAIN

W W

HOT TAP NEW 6" FIRE

MAIN INTO EXISTING

FIRE DEPARTMENT

CONNECTION, SEE 5/C600

POST INDICATOR

VALVE, SEE 3/C600

B F

4" FIRE DEPT.

CONNECTION PIPE

5' TYP.

BACKFLOW PREVENTER,

SEE 4/C600

SEE MECH. FOR

CONTINUATION TO

BUILDING

SEE MECHANICAL FOR

CONTINUATION TO BUILDING

Y P

WATER METER

TAPPING VALVE AND

SLEEVE

EXIST. 6" WATER

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A.

will result in all sureties and responsibilities for the entire project becoming null and void.

L P K a r c h i t e c t s

LPK ARCHITECTS, P.A.

821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0

F : 6 0 1. 6 9 3 . 8 6 4 0

PROJECT NUMBER:

SEAL

MAHG19-1072 ADDITIONS TO

WALK-IN BLAST BOOTH BUILDING

1 2 3 4 5 6 7 8 9 10

DRAWN BY:

CHECKED BY:

SUBMITTED:

(Chief of Contracts Design)

RECOMMENDED:

(Chief of Engineering)

FACILITY NUMBER:

DATE:

SCALE: DRAWING NUMBER:

4302G. M. REEDA.L MARASCA

MRC

TLL

MRC

05/28/2020 MAHG191072

AS NOTED

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CIVIL ENGINEERS

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMMAND

REVISION DATE DATE APPROVED

SHEET OF

S & C Job Number 2017

C400

UTILITIES SITE PLAN

G D r a w i n g s

A d i t i o n s l k a s t

B o o i l d i n g C

I V

I L

Q u a r a n t i n e

D a y s

W a l k a s t

B o o d i t i o n

C i v i l d w g

M t o n i l

AutoCAD SHX Text

"SANDBLASTING BUILDING 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4302

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

BLDG. #4306

AutoCAD SHX Text

BLDG. #4303

AutoCAD SHX Text

BLDG. #4305

AutoCAD SHX Text

BLDG. #4310

AutoCAD SHX Text

BLDG. #4301 "FABRICATION BRANCH" MAIN BUILDING SHOP

AutoCAD SHX Text C

AutoCAD SHX Text

CANOPY (TYP.)

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24" L. OAK

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18" OAK

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text W

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WATER VALVE

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FIRE HYDRANT

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18" OAK

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18" OAK

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18" OAK

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18" OAK

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

VERTICAL GAS PIPE

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UNDERGROUND GAS LINE AS PER SURFACE MARKINGS

AutoCAD SHX Text S

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18" OAK

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18" OAK

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18" OAK

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AutoCAD SHX Text G

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GAS METER

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A/C CHILLER

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AutoCAD SHX Text M

AutoCAD SHX Text C

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14" CREPE MYRTLE

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14" CREPE MYRTLE

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CANOPY (TYP.)

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CANOPY (TYP.)

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ROOF DRAIN (TYPICAL)

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A/C UNIT

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AWNING (TYPICAL)

AutoCAD SHX Text E

AutoCAD SHX Text

BLDG. #4304

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text E

AutoCAD SHX Text

COMPRESSOR UNIT ON RAISED CONCRETE PAD

AutoCAD SHX Text C

AutoCAD SHX Text

CLEANOUT PLUG

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text 15" R.C.P.

AutoCAD SHX Text

FLOW

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FLOW

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FLOW

AutoCAD SHX Text 18" R.C.P.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 12" R.C.P.

AutoCAD SHX Text

FLOW

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6" PVC

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8" CLAY

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8" CLAY

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8" CLAY

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6" CLAY

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8" PVC

AutoCAD SHX Text 8" P.V.C.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

"STRIPPING BUILDING" 1 STORY CONC. BUILDING FINISH FLOOR ELEV. = 21.1'

AutoCAD SHX Text

1 STORY CONCRETE BUILDING FINISH FLOOR ELEV. = 21.2'

AutoCAD SHX Text E

AutoCAD SHX Text

PARKING SPACE (TYPICAL)

AutoCAD SHX Text

19 PARKING SPACES

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text

GRASS SURFACE

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.9

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.2

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AutoCAD SHX Text 20.6

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AutoCAD SHX Text 20.9

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AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.7

AutoCAD SHX Text 21.0

AutoCAD…

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