Technical_Exhibit_B_-_Drawings.pdf

PDF 15 MB Posted Jun 3, 2016

Attached to: Repair Failing Pool
Solicitation number: W91151-16-B-0019
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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File	Type	Posted
Amendment_0002_to_change_set_aside_and_resolicit.pdf	PDF	Aug 3, 2016
Amendment__1_Change_of_RFI_Date_16-B-0019_Ft_Hood_Repair_Failing_Pool_14_Jun_16.pdf	PDF	Jun 14, 2016
Technical_Exhibit_C_-_As_Builts.pdf	PDF	Jun 3, 2016
Solicitation_16-B-0019_Ft_Hood_Repair_Failing_Pool_3_Jun_16.pdf	PDF	Jun 3, 2016
Technical_Exhibit_A_-_Specifications.pdf	PDF	Jun 3, 2016

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

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CORRECTED 100% SUBMITTAL

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U s e r s j o n e s r D e s k t o p M

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SCALE: NTS

REGIONAL MAP

SCALE: NTS

VICINITY MAP

SCALE: NTS

LOCATION MAP

REPAIR MARTIN POOL FACILITY - BUILDING 112

FORT HOOD, TEXAS

FORT HOOD, TX

PROJECT

LOCATION : BLDG. 112

PROJECT LOCATION

SOLICITATION NO.:

CONTRACT NO.:

SEP 14, 2015

G-002

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F r i d a y

S e p t e m b e r

L A

COMPOST

HARDWOOD

LANDFILL

IMMU

DRMO

FORT HOOD RECYCLE CENTER

I D

L L

L I

PROJECT LOCATION

BLDG 112

CONSTRUCTION VEHICLE ENTRANCE

CLARKE ROAD GATE

GENERAL SHEET NOTES

1. DELIVERY TRUCKS, SERVICE TRUCKS, CONCRETE TRUCKS, TRAILERS, ETC., THAT

ENTER AT THE CLARKE ROAD ENTRANCE SHOULD BE PREPARED FOR INSPECTION

AND ONE (1) HOUR DELAYS.

2. THE FORT HOOD LANDFILL IS LOCATED NEAR THE INTERSECTION OF CLARKE

ROAD AND TURKEY RUN ROAD.

3. THE INERT MATERIAL MANAGEMENT UNIT (IMMU) IS NO LONGER IN OPERATION.

4. COMPOST CENTER ACCEPTS UNPAINTED NON-TREATED LUMBER WHICH IS NOT

PERMITTED IN THE FORT HOOD LAND FILL.

5. AREAS FOR DISPOSAL OF MATERIALS OTHER THAN THAT NOTED ABOVE SHALL BE

LOCATED OFF GOVERNMENT PROPERTY AT THE CONTRACTOR'S EXPENSE AND

RESPONSIBILITY.

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H m u s a c e f o r t w o r d s t r i c t i d q c n t r a c t m h p o n d j v d o x x f t h o o d m a r t n p o l d s g n c a d b i m c a d G d

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G-003

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HAUL ROUTE AND

DISPOSAL LOCATIONS

SCALE: 1" = 1000'

T J

I L

MIT

ASSO

TES

CIVIL ENGINEERS

ND SURVEYORS

E S

M A

R T

A S

U I L

U R

V E

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

AND

DIAMETER

ARCHITECT IN CHARGE/ENGINEER IN CHARGE

APPROVED

APPROXIMATELY

BARREL

BUILDING

BENCHMARK

BOTTOM

CENTERLINE

CUBIC FEET

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DESIGNER

DEFENSE LOGISTICS AGENCY

DIRECTORATE OF PUBLIC WORKS

EASTING

EMERGENCY EYEWASH STATION

EXISTING GRADE

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FLEXIBLE MEMBRANE LINER

FEET

GRADED AGGREGATE BASE

HYDROCARBON REMOVAL UNIT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

HEAD WALL

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LINEAR FEET

LIGHT POLE

MAXIMUM

MECHANICAL

MITERED END SECTION

MINIMUM

MONUMENT

NORTHING

NOW OR FORMERLY

NUMBER

NOT TO SCALE

OUTSIDE BOTTOM OF WALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OIL/WATER SEPARATOR

POST INDICATOR VALVE

PARKER-KALON

POINT OF BEGINNING

PETROLEUMS, OILS, AND LUBRICANTS

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POWER-TELEPHONE POLE

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RIGHT OF WAY

STORM DRAIN

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STANDARD

TEMPORARY BENCHMARK

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

WATER TO CEMENT

YEAR

AIC/EIC

APPR

APPROX.

BBL

BLDG

BOT

CONC

COR

DIA

DIP

DES

DLA

DPW

EEWS

ELEV

ESMT

FFE

FML

GAB

HCRU

HDPE

HORZ

IBW

INC

INV

IPF

IPS

MAX

MECH

MES

MIN

MON

N/F

NTS

OBW

OCEW

OWS

PIV

POB

POL

PROP

PSF

PSI

PTP

PVC

RCP

R/W

SPEC

SSMH

STD

TBM

TYP

VERT

WWF

W/C

ABBREVIATIONS:

C-001

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H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

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M o n d a y

S e p t e m b e r

GENERAL CIVIL NOTES

1. ALL UTILITIES MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MARKINGS

THROUGHOUT CONSTRUCTION AND CONFIRMING UTILITY LOCATIONS. EXISTING CONDITIONS AND TOPOGRAPHIC

SURVEY WERE PREPARED BY MITCHELL & ASSOCIATES, INC. DATED MARCH 5, 2015. THE LOCATION OF EXISTING

UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, LOCATIONS MUST BE

CONSIDERED APPROXIMATE ONLY. ALL UTILITIES MAY NOT BE SHOWN ON PLANS. THE VERIFICATION OF THE

LOCATION OF ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. IF DIFFERING CONDITIONS EXIST, THE SITE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

OR THEIR REPRESENTATIVE IMMEDIATELY.

2. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS

SHOWN ON THESE CONSTRUCTION DOCUMENTS. CONTRACTOR TO LAYOUT AND INSTALL ALL APPLICABLE EROSION

CONTROL MEASURES BEFORE ANY CONSTRUCTION BEGINS.

3. CONTRACTOR SHALL ADJUST ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES

AND DITCHES. NATURAL FLOW OF SURROUNDING DRAINAGE SHALL NOT BE DISTURBED DURING CONSTRUCTION.

4. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES AND UTILITIES

INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS.

GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF WATER.

5. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR

UNUSABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL

LOCAL, STATE AND FEDERAL REQUIREMENTS.

6. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE

SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

7. CONTRACTOR SHALL VERIFY ALL COORDINATE AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING

ANY DIFFERING CONDITIONS TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO

STARTING CONSTRUCTION.

8. CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING, UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL ENSURE ALL TOPS OF EXISTING INFRASTRUCTURE AND VALVE BOXES ARE RAISED AND/OR

LOWERED TO BE FLUSH WITH FINISHED GRADES, UNLESS SHOWN OTEHRWISE.

10. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), LATEST EDITION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH THOSE

THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW SYSTEMS, THE CONTRACTOR SHALL NOTIFY

CONTRACTING OFFICER REPRESENTATIVE.

12. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES, SPECIFICATIONS AND

REQUIREMENTS. IF DIFFERING CONDITIONS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR OTHER

APPLICABLE REGULATIONS AND GUIDELINES, THIS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER REPRESENTATIVE.

13. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

14. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT

THE DRAWINGS, SPECIFICATIONS, AND PERMITS.

15. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS PROJECT, SHALL BE RETURNED TO THEIR

ORIGINAL OR BETTER CONDITION AT THE COMPLETION OF THE PROJECT.

16. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH

AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

17. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

18. ALL AREAS NOTED FOR PAVEMENT REPLACEMENT SHALL HAVE BASE MATERIAL REMOVED AND REPLACED AND

SUBGRADE COMPACTED AND TESTED IN THE PRESENCE OF CONTRACTING OFFICER REPRESENTATIVE PRIOR TO

PLACEMENT OF NEW MATERIAL.

19. CONTRACTOR SHALL REQUEST A DIG PERMIT PRIOR TO CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN ON

THIS PLAN. PROCEED WITH EXTREME CAUTION WHEN EXCAVATING FOR NEW CONSTRUCTION.

20. AREAS FOR DISPOSAL OF MATERIALS OTHER THAN THAT NOTED ABOVE SHALL BE LOCATED OFF GOVERNMENT

PROPERTY AT THE CONTRACTOR'S EXPENSE AND RESPONSIBILITY.

21. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH EXISTING PAVEMENT PLAN.

PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. EXISTING PAVEMENT EDGES SHALL BE

SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

22. CONCRETE BEING DEMOLISHED UNDER THIS PROJECT SHALL BE RECYCLED TO THE MAXIMUM EXTENT POSSIBLE.

23. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CONTINUAL MAINTENANCE OF EROSION

CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND STATED IN THE SPECIFICATIONS

24. SITE LIGHTING & UTILITIES, DRAINAGE INLETS & MANHOLES, CLEANOUTS, VALVE COVERS, ETC. WITHIN DEMOLITION

AREA NOT MARKED TO BE DEMOLISHED SHALL BE PRESERVED AND PROTECTED THROUGHOUT DEMOLITION AND

CONSTRUCTION.

25. ALL NEWLY INSTALLED PAVEMENT AND REMAINING DISTURBED AREAS TO HAVE POSITIVE DRAINAGE AWAY FROM

BUILDINGS AND POOL DECK.

26. THE SHEETS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE PART OF MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.

FENCE

1' CONTOUR

STORM DRAIN

POTABLE WATER

SANITARY SEWER

WATER VALVE

STORM DRAINAGE MANHOLE

DESCRIPTIONEXISTINGPROPOSED

SANITARY SEWER MANHOLE

SPOT ELEVATION

SLOPE ARROW

LEGEND:

NORTH ARROW

HEADWALL

STORM DRAINAGE INLET

FIRE HYDRANT

LIGHT POLE

CONCRETE

BENCHMARK

THE CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 600

NORCROSS, GA 30092

P. (678) 336-7740

CONTACT: ANDREW SWIFT, PE

PROJECT NOTES:

SURVEY PERFORMED BY:

MITCHELL & ASSOCIATES, INC.

102 NORTH COLLEGE STREET, P.O. BOX 1088

KILLEEN, TX 76541

P. (254) 634-5541

F. (254) 634-2141

CONTACT: DAVID NEUMANN

1022.22

POWER POLE

OHE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

NATURAL GAS

SILT FENCE

S F

S O

L I C

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A T

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F I

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D E

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4 5

M A

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A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

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F I

B E

S I Z

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B M

I T

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P L O

C A

L E

L O

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D A

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M A

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D E

S C

R I P

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N A

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F I L

A T

H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

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M o n d a y

S e p t e m b e r

SHEET KEYNOTES

1. DEMOLISH AND REMOVE ASPHALT AND CONCRETE

BETWEEN PARKING SPACES AND POOL DECK/FENCE LINE.

2. DEMOLISH AND REMOVE 4 FEET OF CONCRETE POOL

DECK FROM BACK OF POOL COPING. SEE ELECTRICAL FOR

REPAIR OF POOL BONDING.

3. DEMOLISH AND REMOVE METAL BIKE RACK.

4. PROVIDE SILT FENCE, SEE DETAIL A1, C-501.

5. APPROXIMATE LOCATION OF EXISTING HANDICAP SPACE,

WHEELSTOP, AND AISLE PER AERIAL PHOTOGRAPH.

6. PRESERVE AND PROTECT EXISTING DRAINS, FAUCETS,

AND CLEANOUTS IN THE DEMOLITION AREA.

7. APPROXIMATE LOCATION OF EXISTING FENCE PER AERIAL

PHOTOGRAPH.

8. PROVIDE BAGGED GRAVEL BARRIERS.

9. CONSTRUCTION EXIT.

SCALE: 1" = 20'

CIVIL DEMOLITION PLAN

GENERAL SHEET NOTES

1. SEE SHEET C-001 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

C-101

C I V

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I J A

R C

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LEGEND:

SILT FENCE

DEMOLISH SITE FEATURE

DEMOLISH CONCRETE AND ASPHALT PAVEMENT

PROJECT LIMITS

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

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D E

S C

R I P

T I O

N A

P P

D A

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C O

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R A

P A

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F O

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H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

E D

M o n d a y

S e p t e m b e r

GENERAL SHEET NOTES

1. SEE SHEET C-001 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

2. ALL NEWLY INSTALLED PAVEMENT AND REMAINING

DISTURBED AREAS TO HAVE POSITIVE DRAINAGE AWAY

FROM BUILDINGS AND POOL DECK.

3. PROVIDE JOINT PLAN FOR CONCRETE POOL DECK AND

PAVEMENT. SEE JOINT DETAILS A1 AND A2 ON C-502.

SHEET KEYNOTES

1. PROVIDE CONCRETE SIDEWALK BETWEEN PARKING

SPACES AND POOL DECK/FENCE LINE. CONCRETE TO BE

FLUSH WITH POOL DECK. SEE DETAIL C3 ON C-501.

2. PROVIDE 6' HIGH CHAIN LINK FENCE WITH SCREEN SLATS

AROUND CONCRETE SLAB BETWEEN BRICK WALLS. MATCH

EXISTING PRIVACY FENCE ON SITE. SEE ARCHITECTURAL

SHEETS FOR DEMOLITION OF EXISTING METAL PANEL

WALLS. SEE A4 ON C-502 FOR PHOTO OF EXISTING

PRIVACY FENCE.

3. PROVIDE NEW CONCRETE VEHICLE PAD - SEE DETAIL C1

ON C-501.

4. REPLACE CONCRETE POOL DECK AFTER REPAIR OF

BONDING. SEE DETAIL C1 ON C-501.

5. REMOVE RUTS AND POTHOLES FROM GRAVEL ACCESS

DRIVE. PROVIDE 3-IN GRADED AGGREGATE BASE (GAB)

WITHIN LIMITS OF EXISTING ACCESS DRIVE.

6. PROVIDE HANDICAP PARKING SIGN ATTACHED TO FENCE.

SEE DETAIL A2 ON C-501.

7. REPLACE BIKE RACK WITH NEW BIKE RACK IN LIKE KIND,

OR PER CURRENT BASE STANDARDS. SEE B3 ON C-501

FOR PHOTO OF EXISTING BIKE RACK.

8. PROVIDE NEW 12" PVC SANITARY SEWER FROM FILTER

BACKWASH FUNNEL. SEE POOL PLANS FOR CONNECTION.

ENSURE SEPARATION OF WATER LINE AND SANITARY

SEWER LINE. SEE DETAIL MSG-ST-05FH ON C-501.

9. PROVIDE PRECAST CONCRETE VAULT WITH INTERIOR

DIMENSIONS OF 8.5' DEEP, 10' LONG, AND 7' WIDE.

10. PROVIDE A 6" PVC PIPE WITH A SCREW-ON CAP. PROVIDE

A 2.5" ORIFICE IN THE CAP. SEE DETAIL A4 ON C-501,

11. 6" PVC SANITARY SEWER PIPE.

12. SANITARY SEWER MANHOLE. SEE DETAIL MSG-WW-09 ON

C-502.

13. 6" WYE CONNECTION TO EXISTING SANITARY SEWER.

14. GROUT FILTER BACKWASH LINE AT STORM MANHOLE.

ABANDON LINE IN PLACE.

15. PROVIDE SIDEWALK UNDER EYEWASH STATION. SEE

DETAIL C3 ON C-501.

16. MANHOLE FRAME AND LID.

17. STEPS.

CIVIL SITE AND UTILITY PLAN

SCALE: 1" = 20'

C-102

C I V

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I J A

R C

C d w g

LEGEND:

CONCRETE SIDEWALK

GRADED AGGREGATE BASE

TIE TO EXISTING 6" PVC

INVERT = 921.75

CONCRETE PAVEMENT

INSET

SCALE: 1" = 5'

INVERT IN = 923.0

INVERT OUT = 921.9

SUMP = 919.9

INVERT IN = 926.3

INVERT OUT = 923.3

BOTTOM OF STRUCTURE = 923.0

SEE INSET THIS SHEET

SECTION A-A

SCALE: 1" = 5'

12" PVC FROM FILTER

BACKWASH FUNNEL.

MANHOLE FRAME AND LID

EXISTING/PROPOSED GRADE

EXISTING/PROPOSED

GRADE

STEPS

APPROXIMATE TOP ELEVATION = 932.0

ADJUST TO MANUFACTURER'S DESIGN

Point Table

Point #

Northing

10387386.9195

10387390.7513

10387370.3330

10387374.1396

10387366.8009

10387365.5505

10387185.7768

10387173.8726

10387172.2334

10387184.1376

10387164.4255

10387154.0341

10387152.8326

10387366.8144

10387190.1635

10387169.2366

10387170.0997

Easting

3100223.9151

3100224.5589

3100349.3613

3100349.8660

3100374.1473

3100385.2837

3100282.4327

3100280.9195

3100293.8158

3100295.3289

3100228.9079

3100235.3124

3100224.4201

3100355.9368

3100225.1153

3100261.0862

3100273.3892

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L

I T

L D

F O

E X

P x

F I L

A T

H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

E D

M o n d a y

S e p t e m b e r

SCALE: 1" = 20'

CIVIL STAKING PLAN

GENERAL SHEET NOTES

1. SEE SHEET C-001 FOR GENERAL NOTES, ABBREVIATIONS,

AND LEGEND.

C-103

C I V

I L

T A

K I N

L A

E M

I J A

R C

C d w g

C-501

I V

I L

O N

S T

R U

C T

I O

E T

A I L S

E M

I J A

R C

C d w g

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L

I T

L D

F O

E X

P x

F I L

A T

H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

E D

M o n d a y

S e p t e m b e r

GRADED AGGREGATE BASE

COMPACTED SUBGRADE

CONCRETE PAVEMENT

PORTLAND CEMENT

NOTE

1. SEE C-502 FOR CONCRETE JOINT DETAILS.

2-1/2" CL.

#4'S @12" O.C. EACH WAY

(4,500 PSI)

CONCRETE PAVEMENT

NO SCALE

WIDTH AS SPECIFIED ON CONSTRUCTION PLAN

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK

AND PAVING OR ADJACENT STRUCTURE.

4" THICK 3500 PSI

CONCRETE

FINISHED

GRADE

MAX

2% CROSS

SLOPE

EXPANSION JOINTS @ 50'

MAX. SPACING AND AT

JUNCTIONS WITH OTHER

STRUCTURES AND RIGID

PAVING.

EXPANSION JOINT

CONTRACTION JOINT SHALL DIVIDE SIDEWALK

INTO SQUARE PANELS. SPACING OF

CONTRACTION JOINTS SHALL EQUAL THE

WIDTH OF THE SIDEWALK.

CONTRACTION JOINT

NOTE: NOTE:

1/4" RADIUS

FINISH

1/8"

1/2"

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

CONCRETE SIDEWALK

NO SCALE

12" MINIMUM

I N

I M

U M

NOTES

1. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A

FEDERAL, STATE, AND LOCAL CODES & REGULATIONS.

2. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN

ACCESSIBLE SPACES ONLY.

PARKING

ACCESSIBLE

12"

PARKING

ACCESSIBLE

GROUND LINE

STANDARD SIGN

R7-8

STANDARD SIGN

R7-8P

HANDICAP PARKING SPACES

NO SCALE

SILT FENCE

NO SCALE

3"Ø HARDWOOD POST

FASTENERS FOR WOOD POSTS

14 MIN.

WIRE STAPLES

CROWN

LENGTHGAUGE

GAUGE

BUTTON HEADS

LEGS

NAIL/POST

STAPLES/POST

@ 6' O.C.

36" LINQ GTF 180 FABRIC

AFTER PLACING FABRIC.

6"X6" TRENCH. FILL W/ DIRT

OR APPROVED EQUAL.

SURFACE WATER FLOW

I N

NOTE:

OVERLAP FABRIC AT ENDS

A MINIMUM OF 18"

1/2" LONG

3/4"

5 MIN.

4 MIN.

3/4" WIDE

NAILS

17 MIN.

NOTES

1. PROVIDE CONTINUOUS MAINTENANCE OF SILT FENCE UNTIL THE

PROJECT IS VEGETATED OR ACCEPTED. FABRIC SHALL BE REPLACED

WHEN IT HAS DETERIORATED TO AN EXTENT THAT IT REDUCES THE

EFFECTIVENESS OF THE FABRIC.

& PVC WITH MORTAR

1.) FILL GAP BETWEEN STRUCTURE

NOTES:

CONCRETE VAULT

CAP WITH 2.5" ORIFICE

INV ELEV = 923.3

OUTSIDE WALL

INSIDE WALL

6" PVC TO SANITARY

SEWER MANHOLE

CONCRETE VAULT OUTFALL WITH ORIFICE

NO SCALE

BIKE RACK

NO SCALE

C-502

I V

I L

O N

S T

R U

C T

I O

E T

A I L S

E M

I J A

R C

C d w g

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L

I T

L D

F O

E X

P x

F I L

A T

H m u s a c e f o r t w o r s t r i c t i d n t r a c t m h p o n d j v d o x x t h o o d m a r t o l d s g n c a d b i m c a d C d

T T

E D

M o n d a y

S e p t e m b e r

1/4"

3/4"

RESILIENT FIBERBOARD JOINT FILLER-

ONE PIECE, FULL DEPTH, FULL WIDTH

(CAST-IN-PLACE, TOP PORTION CUT

OUT FOR JOINT SEALER & BACKER ROD)

1/4" (TO TOP

OF SEALANT)

BACKER

ROD

OVERCUT TO

PROVIDE

POCKET OF

1/2" TO 3/4"

POURED WATER

RESISTANT

JOINT SEALANT

1/4" (TYP.)

INITIAL SAW-CUT NOT REQUIRED

BACKER ROD

JOINT WIDENING SAW-CUT

AT LONGITUDINAL CONSTRUCTION JOINT.

1/4"

1/2"

I N

I T

I A

A W

U T

JOINT WIDENING

OVERCUT TO PROVIDE

POCKET OF 1/2" TO 3/4"

1/4" BEVELED EDGE (TYP)

SILICONE JOINT SEALANT

PER MANUFACTURER

RECOMMENDATIONS

PER MANUFACTURER

RECOMMENDATIONS

EXPANSION JOINT

NO SCALE

CONTRACTION JOINT

NO SCALE

PRIVACY FENCE

NO SCALE

Y M

B O

L S

G E

N E

R A

O T

E S

B B

R E

V I A

T I O

N S

A-001

S O

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

A d

T T

E D

M o n d a y

S e p t e m b e r

ARCHITECTURAL ABBREVIATIONS

VIEW TITLES:

PLAN SYMBOLS:

XX XX

MATERIALS IN SECTION - FILL PATTERNS:

ELEVATION, SECTION OR DETAIL NAME

FLOOR PLAN TITLE

A.F.F.

A.F.

ACC. DR.

ACCESS.

ADJ.

ACOUST.

ACT

A.C.

AIA

ADAAG

A.B.

ANOD.

AL / ALUM.

AT / FP

APP.

APPROX.

ARCH.

A.W.I.

AVG.

B.H.M.A.

BM.

BLKG.

BD.

BTM.

BLDG.

B.U.R.

CFCI

CH.

CPT.

CLG.

CLG. HT.

CTR.

C. TO C.

C.T.

CLR.

C.O.

CLOS.

CO.

COL.

CONC.

CORR.

COTR

CMU

CONF.

CONST.

CONT.

CONTR.

C.J.

C.Y.

DET.

DIA.

DIM.

DISP.

DR.

DN.

D.S.

DESC.

DWG.

EA.

ELEC.

EL.

E.W.C.

E.R.D.

E.P.

ENGR.

EQUIP.

EQ.

EXIST. / EXTG.

EXP.

E.J. / EXP. JT.

EXP. TO STRUCT.

EXT.

E.I.F.S.

ETD

FAC.

FDC

FT.

F.E.

F.E.C.

F.H.C.

FIN.

F.P.

F.F.

FLR.

FCO

F.D.

QUARRY TILE

RAISED ACCESS FLOOR

RECEPTIONIST

REFERENCE

REINFORCEMENT

REQUIRED

REVISIONS / REVISED

ROOF DRAIN

RIGHT HAND

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

RUBBER BASE

SEALED CONCRETE

SOLID CORE WOOD

SCHEDULE

SECTION

SEMI-GLOSS PAINT

SERVICE SINK

SINGLE PLY MEMBRANE ROOFING

SHEET METAL

SIMILAR

SOUND TRANSMISSION CLASS

SPECIFICATION

SPRAYED FIRE RESISTIVE MATERIAL

SQUARE

SQUARE FEET

SQUARE YARD

STAIN

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TOILET

TELEPHONE

THICK

THRESHOLD

TEMPERED GLASS

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF CURB

TOP OF STEEL

TOP OF WALL

TOUCH-UP

TYPICAL

UNDERWRITERS LABORATORIES

UNFINISHED

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

VINYL COVE BASE

VENT THRU ROOF

WIDTH / WOMEN

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WINDOW

WIRE MESH PARTITION

WITHOUT

WATER RESISTANT GYPSUM BOARD

WEATHERSTRIPPING

WINDOW ROUGH OPENING

YARD

SECTION

NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION MARK

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER

(TYP.)

AREA COVERED

BY DETAIL

DOOR TAG WINDOW TAG ROOM TAG PARTITION TYPE

EARTH

CONCRETE / GROUT

SAND / E.I.F.S. /

PLASTER / STUCCO

STEEL

MASONRY - CONCRETE

BLOCK

MASONRY - BRICK

RIGID INSULATION

BATT INSULATION

EXPOSED & FINISHED

WOOD TRIM

GYPSUM / PLASTER

PLYWOOD

SCALE

VIEW NUMBER

ELEVATION, SECTION OR DETAIL VIEW TITLE

SCALE

FLOOR PLAN VIEW TITLE

ABOVE FINISHED FLOOR

ACCESS FLOORING

ACCESS DOOR / PANEL

ACCESSORIES

ADJUST/ ADJUSTABLE

ACOUSTICAL

ACOUSTICAL CEILING TILE

AIR CONDITIONING

AMERICAN INSTITUTE OF ARCHITECTS

AMERICAN WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES

ANCHOR BOLT

ANODIZED

ALUMINUM

AND

ANGLE

ANTI TERRORISM / FORCE PROTECTION

APPROVED

APPROXIMATE

ARCHITECTURAL

ARCHITECTURAL WOODWORK INSTITUTE

AVERAGE

BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION, INC.

BEAM

BLOCKING

BOARD

BOTTOM

BUILDING

BUILT-UP ROOFING

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHANNEL

CARPET

CEILING

CEILING HEIGHT

CENTER

CENTER LINE

CENTER TO CENTER

CERAMIC TILE

CLEAR

CLEANOUT

CLOSET

COMPANY

COLUMN

CONCRETE

CORRIDOR

CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

CONCRETE MASONRY UNIT

CONFERENCE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CUBIC YARD

DEPTH

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOWN

DOWNSPOUT

DESCRIPTION

DRAWING

DEMOLISH

EACH

ELECTRICAL OR ELECTRIC

ELEVATION

ELECTRIC WATER COOLER

EMERGENCY ROOF DRAIN

EPOXY PAINT

ENGINEER

EQUIPMENT

EQUAL

EXISTING

EXPANSION / EXPOSED

EXPANSION JOINT

EXPOSED TO STRUCTURE

EXTERIOR

EXTERIOR INSULATION AND FINISHING

SYSTEM

EXIT TRAVEL DISTANCE

FACTORY

FIRE DEPARTMENT CONNECTION

FEET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FLAT PAINT

FINISHED FLOOR

FLOOR

FLOOR CLEAN OUT

FLOOR DRAIN

Q.T.

RAF

RECEP.

REF.

REINF.

REQ'D.

REV.

R.D.

RHR

RM.

R.O.

SCW

SCHED.

SECT.

S.G.P.

SSK

SPMR

SHT. MET.

SIM.

STC

SPEC(S)

SFRM

SQ.

ST.

S.S.

STD.

STL.

STOR.

STRUCT.

SUSP.

TOIL. / TLT

TEL.

THK.

T'HOLD

T/TOB

TOC

T/C

TOS

T/W

TYP.

U.L.

UNFIN

U.N.O.

VERT.

VEST.

VCT

VCB

V.T.R.

W.C.

WCO

WD.

WDW.

W.M.P.

W/O

W.R.G.B.

W.S.

W.R.O.

YD.

GRAVEL

KEYNOTE

TAG

NORTH ARROWCEILING TAG

(HEIGHT)

0'-0" A.F.F.X0'-0"

CEILING TAG

(TYPE & HEIGHT)

CEILING HGT.

CEILING TYPE

SUBSCRIPT

TYPE (AS REQ)

PARTITION TYPE

SIGNAGE

TAG

XXX

FLUOR.

F.O.G.

FTG.

FDN.

FV.

GA.

GALV.

G.B.F.

GFCI

GFGI

G.L.

G.P.

GL.

GOVT.

GYP.

GYP. BD. / GWB

HKS

HR.

HDW.

HGT.

H.P.

H.M.

HORIZ.

H.V.A.C.

IN.

I.D.

INSUL.

INT.

JAN.

J.C.

JT.

JST.

K.P.

LAM.

LDG.

LAV.

L.H.

LHR

LT.

LTG.

LONG.

LVR.

L.P.

MAS.

M.O.

MGR.

MANUF.

MATL.

MAX.

MECH.

MTL.

M.W.P.

MIN.

MISC.

N.I.C.

NO. (#)

NTS

NFPA

O.C.

OCC

OFGI

O.H.

OPNG.

O.W.

OPP.

O.D.

OSHA

OVHD

PDU

PR.

PNL.

PART.

PLAS.

PLYWD.

LBS. OR #

PSF

FLUORESCENT

FACE OF GIRT

FOOTING

FOUNDATION

FIELD VERIFY

GAGE OR GAUGE

GALVANIZED

GYPSUM BOARD FURRING

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GIRT LINE

GLOSSY PAINT

GLASS

GOVERNMENT

GYPSUM

GYPSUM BOARD

HOOKS

HANDRAIL

HARDWARE

HEIGHT

HIGH

HIGH POINT

HOLLOW METAL

HORIZONTAL

HOSE BIBB

HEATING VENTILATION & AIR

CONDITIONING

INCH

INSIDE DIAMETER

INSULATION

INTERIOR

JANITOR

JANITOR'S CLOSET

JOINT

JOIST

KICK PLATE

LAMINATE

LANDING

LAVATORY

LEFT HAND

LEFT HAND REVERSE

LENGTH

LIGHT

LIGHTING

LONGITUDINAL

LOUVER

LOW POINT

MASONRY

MASONRY OPENING

MANAGER

MANUFACTURER

MATERIAL

MAXIMUM

MEN

MECHANICAL

METAL

METAL WALL PANEL

MINIMUM

MISCELLANEOUS

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NATIONAL FIRE PROTECTION

ASSOCIATION

ON CENTER

OCCUPANT

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

GOVERNMENT INSTALLED

OPPOSITE HAND

OPENING

OPEN WEB

OPPOSITE

OUTSIDE DIAMETER

OCCUPATIONAL SAFETY AND

HEALTH ACT

OVERHEAD

POWER DISTRIBUTION UNIT

PRE-ENGINEERED METAL BUILDING

PAINT

PAIR

PANEL

PARTITION

PLASTER OR PLASTIC

PLATE

PLYWOOD

POUNDS

POUNDS / SQUARE FOOT

POUNDS / SQUARE INCH

PRE-MOLDED JOINT FILLER

PRE-ENGINEERED

PRE-FABRICATED

PRE-MANUFACTURED

PSI

P.M.J.F.

PRE-ENG.

PRE-FAB.

PRE-MANUF.

P.E.M.B.

DEMOL.

OFCI

GENERAL NOTES:

1. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN

1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED

SURFACE TO FINISHED SURFACE.

2. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).

3. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH

OTHER TO AVOID GALVANIC CORROSION.

4. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN

CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND

THE DOOR FRAME DETAILS DETERMINE THE LOCATION OF

ADJACENT WALLS AND FRAMES.

5. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE

DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN

INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

6. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL

MEMBER OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS

SPECIFICALLY NOTED OR SHOWN ON THE STRUCTURAL

DRAWINGS.

7. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE

WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF

APPLICABLE, WITH THE CONTRACTING OFFICER PRIOR TO

START OF SUCH WORK.

A-000

ELEVATION

NUMBER (TYP.)

ROOM NAME

A-000

DETAIL

NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

DETAIL MARK

A-000

MEN'S POOLHOUSE

MARTIN POOL

FORT HOOD

CHEMICAL/

PUMP HOUSE

WOMEN'S POOLHOUSE

A-101

X X X X X X X X X X X

X X

X X X X X X X X X X

A-101

84'-10"

16'-0" 15'-0"

31'-0"

EXIST. FENCE

TO REMAIN

EXIST.

POOL

DECK

EXIST.

FENCE TO

REMAIN

AD-101

EXIST.

POOL

DECK

EXIST.

POOL

DECK

8'-10" 20'-0" 5'-8" 20'-0" 5'-8" 20'-0"

8'-10"

20'-0"

5'-8"

20'-0" 5'-8" 20'-0"

4 POST, BOLT DOWN, "HIP

STRUCT." WITH STRETCHED

FABRIC COVER, W/ 9'-0" ENTRY

HEIGHT. (TYP.)

PAINTED POSTS AND

STRUCTURE, COLOR WHITE OR

AS SELECTED BY DPW. FABRIC

COLOR, BLUE OR AS

SELECTED BY DPW.

AS-101

"HIP STRUCTURE" AND STRETCHED

FABRIC OVER COVER, ABOVE

4" DIA. MTL. POST AND

8"X8" MTL. PLATE

BOLTED TO CONC. SLAB,

PER MANUFACTURER'S

RECOMMENDATION

A R

C H

I T

E C

T U

R A

I T

L A

AS-101

S O

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

C n o t u s e

S d

T T

E D

W e d n e s d a y

S e p t e m b e r

SCALE: 3/32" = 1'-0"

ARCHITECTURAL SITE PLANS

SCALE: 3/32" = 1'-0"

8 80 16 24

NOTE:

1. THE ARCHITECTURAL SITE PLAN DEPICTED ON THIS

SHEET ILLUSTRATES NEW SITE IMPROVEMENTS

DEVELOPED BY THE CIVIL DESIGNER. REFER TO

CIVIL DRAWINGS FOR ADDITIONAL INSTRUCTIONS

REGARDING DEMOLITION AND RENOVATION SCOPE

OF WORK.

SCALE: 1/2" = 1'-0"

POST AND PLATE DETAIL

MARTIN SWIMMING POOL

EXIST. POOL

DECK

62'-7"

84'-10"

AD-102 D3

AD-102

AD-103

AD-102

AD-103

D1, D2 (SIM)

AD-102D1

AD-103

X X X

X X

MEN'S

SHOWER

ROOM

MECH.

ROOM

MEN'S

CHANGING

ROOM

EXIST.

W.H.

MEN'S

RESTROOM

OFFICE

STOR.

ROOM

ABOVE

14 13

ABOVE

24 24

AD-102

2'-8"

15'-0"

5'-4"

MARTIN

SWIMMING

POOL

X X

X X X X

X X

15'-0"16'-0"

31'-0"

AD-102

AD-102B2

AD-102

AD-102 B4

AD-102

ABOVE

DN.

PUMP ROOM

MECH. YARD

CHEM. ROOM

ABOVE

A-103

EXIST. POOL

DECK

MARTIN SWIMMING POOL

62'-7"

84'-10"

AD-102 C1

AD-102

AD-102C3

AD-102

AD-102 C5

AD-103

D1, D2

AD-103

D4 (SIM)

X X

X X X

WOMEN'S CHANGING

ROOM

WOMEN'S

RESTROOM

WOMEN'S

SHOWER

ROOM

MECH.

ROOM

OFFICE

STOR.

ROOM

EXIST.

W.H.

ABOVE

EXIST. POOL

DECK

14'-0"

AD-103

(ABOVE)

PUMP ROOM

(BASEMENT)

SURGE PIT

INFILL

S O

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

D d

T T

E D

M o n d a y

S e p t e m b e r

D E

M O

L I T

I O

L O

N S

P U

L H

O U

AD-101

SCALE: 1/8" = 1'-0"

8 0 8 16

DEMOLITION PLAN LEGEND

INDICATES EXISTING TO REMAIN

INDICATES EXISTING TO BE DEMOLISHED.

PHOTOGRAPH LOCATIONSAD-102 X

DEMOLITION KEY NOTES:

EXTG. LOUVER TO REMAIN. CLEAN TO RESTORE BACK TO ORIGINAL

CONDITION.

EXTG. LOUVER TO BE DEMOLISHED. PREP OPENING TO RECEIVE LOUVER.

EXIST. DOOR, FRAME AND HARDWARE TO BE DEMOLISHED. PREP OPENING

TO RECEIVE NEW DOOR.

DEMOLISH EXIST. P.E.M.B. SYSTEM IN ITS ENTIRETY AND MASONRY WALL IN

THE CHEM. ROOM INCLUDING DOOR, FRAME AND HARDWARE. CONC.

FLOOR SLAB TO REMAIN. PROTECT ALL SWIMMING POOL EQUIPMENT,

INCLUDING ADJACENT BUILDING STRUCTURE AND CHAIN LINK FENCE, TO

PREVENT DAMAGE DURING DEMOLITION.

EXIST. METAL GRATING OVER SURGE PIT TO REMAIN. CLEAN TO RESTORE

ORIGINAL FINISH.

EXISTING DOOR TO REMAIN. PREP./PATCH DOOR AND FRAME SURFACE TO

RECEIVE NEW PAINT AS SCHEDULED. REMOVE, SALVAGE AND REINSTALL

DOOR HARDWARE.

PRESSURE WASH EXISTING PEMB STRUCTURE ABOVE INCLUDING METAL

SIDING. REPAIR/REPLACE ANY DAMAGED METAL PANELS TO MATCH

EXISTING, AS REQUIRED..

PRESSURE WASH EXISTING MASONRY STRUCTURES INCLUDING ROOF

SURFACE. EXCLUDE INTERIOR SPACE OF AREAS NOT INCLUDED IN "SCOPE

OF WORK". SEE "KEY NOTE" NO. 19 ON THIS SHEET.

REMOVE EXISTING FLOOR FINISH MATERIAL DOWN TO THE EXISTING

CONCRETE SLAB. REPAIR/PATCH HOLES/CRACK AND PREP SURFACE TO

RECEIVE NEW FINISH; AS SCHEDULED.

DEMOLISH EXISTING GUARD RAIL SYSTEM; IN ITS ENTIRETY.

REPAIR/PATCH HOLES, CRACKS, ON EXIST. CONC. STAIR STRUCTURE,

INCLUDING UNDERSIDE OF FLOOR SLAB (BASEMENT LEVEL). REPAIR AND

RESURFACE STAIR TREADS TO RECEIVE NEW APPROVED NON-SKID STAIR

NOSING.

DEMOLISH EXISTING ELECTRIC WATER COOLER. REFER TO ELECTRICAL

AND PLUMBING DRAWINGS FOR ADDITIONAL INSTRUCTIONS.

DEMOLISH EXIST. GRAB BARS AT ACCESSIBLE SHOWER AREA.

DEMOLISH EXISTING URINAL PARTITIONS.

DEMOLISH ENTIRE ROOFING SYSTEM DOWN TO THE EXISTING CONC. ROOF

SLAB INCLUDING, ROOF MEMBRANE, FLASHING, EQUIPMENT ROOF CURB,

ETC.. PATCH EXISTING ROOF OPENING, WHERE REQUIRED, AND PREP

ENTIRE ROOF SURFACE TO RECEIVE NEW ROOFING SYSTEM.

DEMOLISH EXISTING CHASE WALLS. PATCH WALLS AND OPENING ON

SLAB ABOVE.

CLEAN CONC. FLOOR AND WALL SURFACES; AS REQUIRED.

REMOVE, SALVAGE AND REINSTALL EXIST. EYE WASH.

REFER TO PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION

INSTRUCTIONS.

AREA NOT INCLUDED IN SCOPE OF WORK.

EXISTING WINDOW TO REMAIN. CLEAN TO RESTORE TO ORIGINAL

CONDITION.

PRESSURE WASH EXISTING MASONRY STRUCTURE TO RESTORE BACK TO

ORIGINAL CONDITION.

DEMOLISH EXIST. CHAIN LINK FENCE SYSTEM.

EXISTING WINDOW TO BE DEMOLISHED. PREP OPENING TO RECEIVE NEW

WINDOW OR PATCH W/ NEW MASONRY.

EXIST. GUTTER AND DOWNSPOUTS TO BE CLEANED AND RESTORED TO

ITS ORIGINAL CONDITION. REPLACE DAMAGED DOWNSPOUTS AND SPLASH

BLOCKS AS REQUIRED.

EXIST. WALL MOUNTED A/C EQUIP. TO REMAIN. REFER TO MECH. DWGS.

FOR ADDITIONAL INSTRUCTION.

CLEAN EXISTING QUARRY TILE FLOOR FINISH TO RESTORE TO IT'S

ORIGINAL CONDITION INCLUDING FLOOR DRAIN

GRATING.

DEMOLISH EXIST. MECH. EQUIP. AND INFILL

OPENING W/ CONC. TO MATCH EXIST. PREP TO

RECEIVE PAINT, AS SCHEDULED.

DEMOLITION PLAN GENERAL

NOTES:

A. COORDINATE WITH CONTRACTING OFFICER ALL

EQUIPMENT TO BE SALVAGED. SEE

STRUCTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

B. REPAIR/PATCH VISIBLE CRACKS ON WALLS,

FLOORS, AND CEILINGS THAT ARE EXISTING OR

WHERE DEMOLITION OCCURS; MATCH EXISTING

ADJACENT FINISH SURFACE, MAINTAIN FIRE

RATING REQUIREMENTS.

C. WHERE EXISTING FINISHES ARE REMOVED,

PREPARE SUBSTRATE AS REQUIRED TO

RECEIVE NEW FINISHES.

D. ALL SHUTDOWNS OF MECH., SPRINKLERS, FIRE

ALARM AND/OR ELECTRICAL SYSTEMS SHALL BE

COORDINATED WITH THE CONTRACTING

OFFICER AND MAY BE REQUIRED TO OCCUR

DURING NON-BUSINESS HOURS.

E. REMOVAL AND/OR RELOCATION OF EXIST.

FURNITURE IS N.I.C.. CONTRACTING OFFICER

WILL VACATE AREAS WHERE SCOPE OF WORK

IS INDICATED.

F. ALL SHUTDOWNS OF MECH., SPRINKLERS, FIRE

ALARM AND/OR ELECTRICAL SYSTEMS SHALL

BE COORDINATED WITH THE CONTRACTING

OFFICER AND MAY BE REQUIRED TO OCCUR

DURING NON-BUSINESS HOURS.

G. REFER TO MECH., PLUMB., AND ELECTRICAL

DRAWINGS FOR ADDITIONAL DEMOLITION

INSTRUCTIONS.

SCALE:

MEN'S POOLHOUSE DEMO PLAN

1/8"=1'-0"

SCALE:

WOMEN'S POOLHOUSE DEMO PLAN

1/8"=1'-0"

SCALE:

PUMP HOUSE DEMO PLAN

1/8"=1'-0" SCALE:

PUMP HOUSE DEMO PLAN (BASEMENT)

1/8"=1'-0"

N N

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

D d

T T

E D

M o n d a y

S e p t e m b e r

D E

M O

L I T

I O

H O

T O

G R

A P

H S

P U

L H

O U

AD-102

SCALE:

MEN'S POOLHOUSE - PHOTO.

NTS SCALE:

MEN'S POOLHOUSE - PHOTO.

NTS SCALE:

MEN'S POOLHOUSE - PHOTO.

NTS SCALE:

MEN'S POOLHOUSE - PHOTO.

NTS SCALE:

MEN'S POOLHOUSE - PHOTO.

NTS

SCALE:

WOMEN'S POOLHOUSE - PHOTO.

NTS SCALE:

WOMEN'S POOLHOUSE - PHOTO.

NTS SCALE:

WOMEN'S POOLHOUSE - PHOTO.

NTS SCALE:

WOMEN'S POOLHOUSE - PHOTO.

NTS SCALE:

WOMEN'S POOLHOUSE - PHOTO.

NTS

SCALE:

PUMP HOUSE - PHOTO.

NTS SCALE:

PUMP HOUSE - PHOTO.

NTS SCALE:

PUMP HOUSE - PHOTO.

NTS SCALE:

PUMP HOUSE - PHOTO.

NTS SCALE:

PUMP ROOM- PHOTO.

NTS

SCALE:

PUMP HOUSE - PHOTO.

NTS SCALE:

MECH. YARD- PHOTO.

NTS SCALE:

PUMP ROOM - PHOTO.

NTS SCALE:

PUMP ROOM - PHOTO.

NTS

7 8

25 7

24 24

12 6

15 4

DEMOLITION KEY NOTES:

1. REFER TO SHEET AD-101 FOR KEY NOTES.

DEMOLITION LEGEND

HATCH PATTERN

INDICATES EXISTING

TO BE DEMOLISHED.

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

D d

T T

E D

M o n d a y

S e p t e m b e r

D E

M O

L I T

I O

H O

T O

G R

A P

H S

P U

L H

O U

AD-103

SCALE:

EXIST. FLOOR FINISHES (TYP.)

NTS SCALE:

INTERIOR VIEW (TYP.)

NTS SCALE:

BASMENT CEILING STRUCT. - PHOTO.

NTS SCALE:

EXIST. FLOOR FINISHES (TYP.)

NTS SCALE:

FLOOR CRACK (TYP.)

NTS

SCALE:

FLOOR CRACK AT PUMPHOUSE

NTS

DEMOLITION KEY NOTES:

1. REFER TO SHEET AD-101 FOR KEY NOTES.

X X X

MARTIN

SWIMMING POOL

EXIST. POOL

DECK

OFFICE

MEN'S CHANGING

ROOM

MEN'S

RESTROOM

MECH.

ROOM

MEN'S SHOWER

ROOM

STOR.

GB-1

X X

X X X X

X X

2'-8"

15'-0"

EXIST.

POOL

DECK

5'-4"

MARTIN

SWIMMING

POOL

PUMP

ROOM

CHEM.

ROOM

MECH.

YARD

DN.

A-115

15'-0"

4'-0"

A-201

(BASEMENT)

SURGE PIT

INFILL

A-115

PUMP

ROOM

X X

X X X

EXIST. POOL

DECK

MARTIN

SWIMMING POOL

OFFICE

WOMEN'S CHANGING

ROOM

WOMEN'S

RESTROOM

MECH.

ROOM

WOMEN'S SHOWER

ROOM

STOR.

GB-1

9 9

(GB-1)

ACC ROLL-IN

SHOWER STALL

ACC ROLL-IN

SHOWER STALL

EXISTING

SHOWER

FAUCET

(GB-1)

S O

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

A d

T T

E D

M o n d a y

S e p t e m b e r

F L O

N S

P U

M P

H O

U S

L H

O U

S E

A-101

NEW CONSTRUCTION

KEY NOTES - FLOOR PLAN:

PROVIDE "HI-LO" ELECTRIC WATER COOLER.

INFILL EXIST. OPENING W/ 4" MASONRY. SET BACK 1"

FROM EXTERIOR FACE OF WALL. PAINT BOTH SIDES;

AS SCHEDULED.

PROVIDE WALL MOUNTED URINAL PARTITION.

PROVIDE NEW PAINT ON FLOOR; AS SCHEDULED.

RELOCATED EMERGENCY EYE WASH.

PROVIDE CONCRETE PAD AT NEW EYEWASH LOCATION.

REFER TO CIVIL DRAWINGS.

PROVIDE CHAIN LINK FENCE SYSTEM. REFER TO CIVIL

DRAWINGS FOR DETAILS.

1" THK. CONSTRUCTION JOINT. REFER TO STRUCTURAL

DWGS. FOR DETAIL.

PROVIDE DOWNSPOUTS AND SPLASH BLOCKS; TO

MATCH EXISTING.

SCALE: 1/8" = 1'-0"

8 0 8 16

SCALE:

MEN'S POOLHOUSE FLOOR PLAN

1/8"=1'-0"

SCALE:

WOMEN'S POOLHOUSE FLOOR PLAN

1/8"=1'-0"

SCALE:

PUMP ROOM FLOOR PLAN (BASEMENT)

1/8"=1'-0"

SCALE:

CHEMICAL/PUMP HOUSE - FLOOR PLAN

1/8"=1'-0"

GENERAL NOTES - FLOOR PLAN:

1. REFER TO SHEET AD-101 FOR DEMOLITION GENERAL

INFORMATION AND KEY NOTES.

2. EXISTING WALL LAYOUT IS BASED ON MEASURED SURVEY

INFORMATION. THE DATA MAY NOTE BE COMPLETE AND

THE ACTUAL EXISTING WALL LOCATION / ASSEMBLY MAY

VARY. ALL INFORMATION MUST BE FIELD VERIFIED AND

COORDINATED.

1. REFER TO DWG. A-631 FOR WINDOW & DOOR TYPES, AND

FINISH SCHEDULE.

NEW 8" CMU WALL

LEGEND:

EXISTING TO REMAIN

X NEW AWNING WINDOW

TOILET ACCESSORIES SCHEDULE:

ITEM

GB-1 36"X54" STAINLESS STEEL, TWO-WALL

SHOWER GRAB BAR, MODEL: BOBRICK

B-68137.99.

SPECIAL NOTE:

THE FOLLOWING SPACES ARE NOT INCLUDED IN THE

"SCOPE OF WORK":

ROOM NO. ROOM DESIGNATION

101 OFFICE

105 MECH. ROOM

106 STOR.

107 STOR.

108 MECH. ROOM

112 OFFICE

SCALE:

TYP. SHOWER GRAB BAR DET.

1/8"=1'-0"

STAIR NOSING.

REFER TO DET.

ON THIS SHEET.

A-115

1'-11"1'-11"

3'-10"

1 1/2" DIA. GALV. STEEL

HAND RAIL

1 1/2" DIA. GALV.

STEEL POST.

EXIST.

CONC.

CURB

A-115

1 1/2" DIA.

GALV.

STEEL

TOP RAIL

A-115

DN.

A-115

1 1/2" DIA. GALV.

STEEL POST.

1 1/2" DIA. GALV. STEEL

HAND RAIL

EXIST.

CONC.

STAIR

1 1/2" DIA.

GALV.

STEEL

TOP RAIL

STAIR NOSING.

REFER TO DET.

ON THIS SHEET.

A-115

TOP LANDING

LOWER LANDING

A-115

1 1/2" DIA. GALV. STEEL

HAND RAIL

1 1/2" DIA. GALV. STEEL

TOP AND MID RAIL

INTERMEDIATE LANDING

A-115

EXIST.

WALL

EXIST. CONC.

STRUCTURE

8'-8"

1'-0" 1'-0"

S L O

P E

S L O

P E

PROVIDE EPDM ROOF MEMBRANE

SYSTEM. SEE ROOF GENERAL NOTES ON

THIS SHEET

DASH LINE INDICATES WALL BELOW

EDGE OF NEW CONC. ROOF SLAB.

STRUCTURALLY SLOPED AT A

1/4" PER FT.. REFER TO STRUCT.

DRAWINGS.

EXISTING PUMP

HOUSE ROOF

E X

I S

U I D

I N

G N

T R

U C

T I O

TAPERED INSULATION CRICKET OVER

1/2" THK. COVER BOARD SLOPE 1/4" PER FT.

SAW-CUT EXIST. ROOF OVERHANG BACK

TO THE FACE OF THE EXIST. WALL BELOW

6'-8"

DASHED LINE INDICATES WALL BELOW

45'-7"

1'-6"

DEMOLISH EXIST. EXHAUST

EQUIPMENT. AND PATCH

OPENING WITH CONCRETE,

TO MATCH EXISTING

DEMOLISH ENTIRE ROOFING

SYS. DOWN TO THE EXISTING

CONC. ROOF SLAB; INCLUDING

ROOF MEMBRANE, FLASHING,

EQUIP. ROOF CURBS, ETC..

PREP ROOF SURFACE TO

RECEIVE NEW ROOF MEMBRANE

S L O

P E

NOTE:

EQUIPMENT ON ROOF NOT SHOWN.

CONTRACTOR TO VERIFY EQUIPMENT

QUANTITIES AND LOCATION ON SITE.

1 1/2" DIA. GALV.

STEEL TOP RAILS

3/4" DIA. GALV.

STEEL PICKETS

EQ. SPACED

(MAX. 4 1/2" C.C)

1 1/2" DIA. GALV.

STEEL POST.

WELDED TO

4-1/2"X4-1/2" BOTTOM

PLATE ANCHORED

TO CONCRETE

CURB

G U

A R

D R

A I L

1 1/2" DIA.

GALV. STEEL

BOTTOM RAIL

EQ.

T.O. SLAB

EQ.

EXISTING

STRUCTURE

NEW RETROFIT

TYPE ALUM. STAIR

NOSING BOLTED TO

CONC.

EXIST CONC.

STAIR

ABRASIVE TREADS

1 1/2" DIA. GALV.

STEEL TOP RAIL

1 1/2" DIA. GALV.

STEEL HAND RAIL

ATTACH TO POST

W/ GALV. STEEL

BRACKETS

1 1/2" DIA. GALV.

STEEL POST.

WELDED TO

4-1/2"X4-1/2" GALV.

STEEL PLATE

BOLTED TO CONC.

U A

R D

R A

I L

EXIST.

CONC.

STAIR

1 1/2" DIA. GALV.

STEEL MID RAIL

TOP LANDING

LOWER LANDING

A-115

1 1/2" DIA. GALV. STEEL

HAND RAIL

1 1/2" DIA. GALV. STEEL

TOP AND MID RAIL

EXIST. CONC. STRUCTURE

INTERMEDIATE

LANDING

1 1/2" DIA. GALV. STEEL TOP RAILS WELDED

TO 4-1/2"X4-1/2" GALV. STEEL PLATE BOLTED

TO WALL

1 1/2" DIA. GALV. STEEL POST. WELDED TO

4-1/2"X4-1/2" BOTTOM PLATE BOLTED TO

CONCRETE CURB

3/4" DIA. GALV. STEEL

PICKETS EQ. SPACED

(MAX. 4 1/2" C.C)

EXIST.

WALL

A-115

R O

R D

R A

I L

E T

A I L S

A-115

S O

L I C

I T

A T

I O

F I L

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

P A

A C

I L I T

L D

F O

E X

P x

F I L

A T

U s e r s j o n e s r D e s k t o p M

A R

E V

I S

R E

C T

A D

A d

T T

E D

M o n d a y

S e p t e m b e r

SCALE:

ROOF PLAN

1/8"=1'-0"

SCALE:

DEMOLITION ROOF PLAN

1/8"=1'-0"

ROOF LEGEND:

AREA TO RECEIVE NEW

ROOF MEMBRANE

DASHED LINE INDICATES

AREA TO BE DEMOLISHED

ROOF GENERAL NOTE:

1. PROVIDE EPDM ROOF MEMBRANE

SYSTEM OVER 1/2" THK. COVER

BOARD ON THE ENTIRE ROOF

SURFACE.

2. AT ROOF TO WALL TRANSITION,

EXTEND MEMBRANE UP TO

UNDERSIDE OF ROOF OVERHANG

AND SEAL PERIMETER INCLUDING

ALL JOINTS.

3. PROVIDE EAVE FLASHING AT

ROOF PERIMETER, BOTH LEVELS.

4. PROVIDE ROOF PENETRATION

FLASHING DETAIL AND EQUIP.

CURB FLASHING DETAIL; WHERE

APPLICABLE.

5. INSTALL EPDM ROOFING SYSTEM

FOLLOWING MANUFACTURERS

STRICT RECOMMENDATIONS.

SCALE:

GUARDRAIL DETAIL

3/8"=1'-0" SCALE:

GUARDRAIL DETAIL

3/8"=1'-0"

SCALE:

STAIR SECTION

3/8"=1'-0"

SCALE: 3" = 1'-0"

0 0.5 1

SCALE: 1" = 1'-0"

1 0 1 2

SCALE:

TYP. TREAD NOSE DET.

3"=1'-0"

SCALE:

STAIR GUARDRAIL DETAIL

1"=1'-0"SCALE:

STAIR HANDRAIL DETAIL

1"=1'-0"

SCALE:

STAIR SECTION

3/8"=1'-0"

T.O. SLAB

CHEM ROOM

EL=0'-4" (+/-)

T.O. WALL

EL=10'-4"

8" CMU WALL

RELOCATED

EMERGENCY

EYE-WASH

SIDEWALK

EXTENSION. REFER

TO CIVIL DWGS.

EXIST. BUIDING NEW COSTRUCTION

PROVIDE EPDM ROOF MEMBRANE SYSTEM.

REFER TO ROOF GENERAL NOTES ON SHEET A-115

ALUM. LOUVER. REFER

TO MECH. DRAWINGS

FOR SIZE

H.M. DOOR, FRAME AND

HARDWARE, AS SCHED.

INFILL EXIST. OPENING W/ 4" MASONRY.

SET BACK 1" FROM EXTERIOR FACE OF

WALL. PAINT BOTH SIDES, AS SCHEDULED

T.O. SLAB

PUMP HOUSE

EL=0'-0"

PROVIDE CHAIN LINK

FENCE SYS. CORE DRILL

EXISTING CONC. AND FILL

W/ NON-SHRINK GROUT

AT EACH POLE LOCATION

PAINT TO MATCH EXIST.

BLDG.

T.O. SLAB

PUMP HOUSE

EL=0'-0"

EXIST. BUIDINGNEW COSTRUCTION

SLOPE

T.O. WALL

EL=10'-4"

8" CMU WALL

RELOCATED

EMERGENCY

EYE-WASH

SIDEWALK

EXTENSION. REFER

TO CIVIL DWGS.

PROVIDE EPDM ROOF MEMBRANE SYSTEM.

REFER TO ROOF GENERAL NOTES ON SHEET A-115

T.O. SLAB

CHEM ROOM

EL=0'-4"

1" C.J.

SEE

STRUCT.

DWGS.

EXISTING CONC.

TIE BEAM

EXISTING BRICK

WALL

EXISTING CHAIN LINK

FENCE

EXISTING SIDEWALK

PAINT TO MATCH

EXIST. BLDG.

T.O. WALL

EL=10'-4"

EXIST. BUIDING NEW COSTRUCTION

SLOPE

8" CMU WALL,

BEYOND

PROVIDE EPDM ROOF MEMBRANE

SYSTEM. REFER TO ROOF GENERAL

NOTES ON SHEET A-115

PROVIDE CHAIN LINK

FENCE SYS. CORE DRILL

EXISTING CONC. AND FILL

W/ NON-SHRINK GROUT

AT EACH POLE LOCATION

T.O. SLAB

CHEM ROOM

EL=0'-4"

T.O. SLAB

PUMP HOUSE

EL=0'-0"

EXISTING CONC.

TIE BEAM

EXISTING BRICK

WALL

PAINT TO MATCH EXIST. BLDG.

EXIST. BUIDINGNEW COSTRUCTION

PROVIDE EPDM ROOF

MEMBRANE SYSTEM. REFER

TO ROOF GENERAL NOTES

ON SHEET A-115

T.O. WALL

EL=10'-4"

EXIST. BRICK WALL

SIDEWALK EXTENSION.

REFER TO CIVIL DWGS.

RELOCATED EMERGENCY

EYE-WASH

H.M. DOOR, FRAME AND

HARDWARE, AS SCHED.

ALUMINUM AWNING

WINDOW

EXIST.

BRICK WALL

EXIST.

WINDOW

SILL

T.O. SLAB

PUMP HOUSE

EL=0'-4"

EXIST.

CONC. TIE

BEAM

PAINT TO MATCH EXIST. BLDG.

1'-9"

(TYP.)

T.O. WALL

EL=10'-4"

EXISTING

ROOF SLAB

OVERHANG

TO BE

DEMO.

EXISTING WALL

EXISTING ROOF SLAB

EXISTING BELOW

GRADE WALL

8" CMU

WALL

PROVIDE EPDM ROOF

MEMBRANE SYSTEM.

REFER TO ROOF

GENERAL NOTES

ON SHEET A-115

BOND

BEAM

EXIST. CMU

FLOOR

SLAB

SLOPE

R-30 RIGID INSUL.

PERIMETER MTL.

ROOF FLASHING

PROVIDE EPDM ROOF

MEMBRANE SYSTEM

S L A

H I C

K N

E S

V A

R I E

U C

A-201

T.O. WALL

EL=0'-0"

T.O. WALL

EL=0'-4"

FIBERGLASS INSULATION

EXIST. CONC. STRUCTURE

6" EPDM PEEL & STICK

CONCRETE ROOF

SLAB. REFER TO

STRUCTURAL DWG.

8" CMU

BOND

BEAM

REINF.

AND

GROUT

FILLED

8" CMU

WALL

GROUT

FILLED

I N

EXPANSION

JOINT. REFER TO

STRUCT. DWGS.

EPDM ROOF MEMBRANE FULLY

ADHERED

EPDM REINFORCED TERMINATION

STRIP

SEALANT

COUNTER FLASHING

EXPANSION JOINT FLANGE

EXPAND -O- FLASH EPDM BELLOWS,CLOSED CELL

FOAM BACKER AND INTEGRAL 4" WIDE MTL. FLANGE

CONTINUOUS P.T. WOOD CANT (15 DEG. MIN.)

R-30 RIGID INSULATION

FASTEN EXPANSION JOINT TO WOOD CANT

4" ON CENTER

APPROVED FASTENER AND

PLATE

SEALANT

METAL DRIP EDGE

AND CLEAT

SEALANT

CONCRETE ROOF

SLAB. REFER TO

STRUCTURAL DWG.

DRIP DET.

1 1/2"

P.T. WOOD NAILER

ATTACHED TO CONC.

DECK

3" MIN. 3" MIN.

I N

EXTEND MEMBRANE

DOWN ON ENTIRE ROOF

PERIMETER

EPDM ROOF MEMBRANE FULLY ADHERED

6" EPDM PEEL & STICK

R-30 RIGID INSULATION

SEALANT

B U

I L D

I N

L E

V A

T I O

A-201

S O

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IDENTIFICATION

NUMBER

D A

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F I L

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S e p t e m b e r

SCALE:

SOUTH ELEVATION

1/4"=1'-0"

SCALE:

NORTH ELEVATION

1/4"=1'-0"

SCALE:

WEST ELEVATION

1/4"=1'-0"

SCALE:

EAST ELEVATION

1/4"=1'-0"

SCALE: 1/4" = 1'-0"

4 0 4 8

SCALE:

WALL SECTION

3/4"=1'-0"

SCALE: 3/4" = 1'-0"

1 0 31 2

SCALE:

ROOF TO WALL DET.

3"=1'-0"

SCALE:

ROOF TO WALL DET.

3"=1'-0"

SCALE: 3" = 1'-0"

0 0.5 1

TYPE F1

FIBERGLASS

S E

C H

E D

U L E

D O

I G

H T

SEE SCHED.

DOOR WIDTH

SEE

SCHEDULE

S E

C H

E D

U L E

TYPE -A

FIBERGLASS

TYPE F2

FIBERGLASS

S E

C H

E D

U L E

D O

I G

H T

SEE SCHED.

DOOR WIDTH

ALUMINUM

THRESHOLD

SET IN FULL

BED OF

SEALANT

EXIST. EXP. JT.

EXIST. CONC.

SLAB

SLOPE

FIBERGLASS

DOOR FRAME

BEYOND

6 3/4"

EXIST. CONC.

SIDEWALK

MASONRY WALL

BEYOND

5/8"

CONTINUOUS

BACKER ROD

AND SEALANT,

1/4" MIN., BOTH

SIDES

FIBERGLASSL

DOOR FRAME;

GROUT

FILLED

EXIST. MASONRY

WALL

6 3/4"

5/8" 5/8"

SHIM AS REQ.

CONTINUOUS

BACKER ROD

AND SEALANT,

1/4" MIN., BOTH

SIDES

FIBERGLASS

DOOR FRAME;

GROUT

FILLED

EXIST. CONC.

LINTEL

WALL BEYOND

6 3/4"

5/8" 5/8"

SHIM AS REQ.

F I N

I S

C H

E D

U L

A-631

L I C

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SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

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B E

S I Z

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P L

L E

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U s e r s j o n e s r D e s k t o p M

A R

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M o n d a y

S e p t e m b e r

SCALE: 3/8"=1'-0"

DOOR AND FRAME TYPES

SCALE: 3/8"=1'-0"

WINDOW TYPE

DOOR GENERAL NOTES:

NOTE: CONTRACTOR SHALL FIELD

VERIFY ALL WALL OPENINGS

PRIOR TO FABRICATION.

EPXY EPOXY PAINT

EXIST EXISTING

EXP EXPOSED (STRUCTURE)

FPT FLOOR PAINT

PT PAINT

ABBREVIATIONS

SCALE: 3" = 1'-0"

0 0.5 1

SCALE: 3"=1'-0"

GLAZING TYPES

1. SEE FLOOR PLAN AND

SPECIFICATIONS FOR

ADDITIONAL INFORMATIOn.

2. ALL FLOORING MATERIAL

CHANGES TO OCCUR AT

CENTERLINE OF DOOR

UNLESS OTHERWISE NOTED.

GENERAL NOTES

SCALE:

TYP. DOOR SILL DET.

3"=1'-0"SCALE:

TYP. DOOR JAMB DET.

3"=1'-0"SCALE:

TYP. DOOR HEAD DET.

3"=1'-0"

DOOR HARDWARE:

HARDWARE GROUP NO.1

PROVIDE EACH DOOR WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE BB5000-450 630 BOM

1 EA LOCKSET 45H7D14 630 BES

1 EA CYLINDER MORTISE STANDARD 626 BES

1 EA CLOSER D4550 CS SN 689 STC

1 EA KICK PLATE KP050 8" X 1" LDW 630 BUR

3 EA SILENCER 500 GRY BUR

1 EA DRIP CAP 16A - NGP

1 EA SEALS 5020B - NGP

1 EA DOOR SWEEP C627A - NGP

1 EA THRESHOLD 425HD - NGP

HARDWARE GROUP NO.2

PROVIDE EACH PAIR DOOR(S) WITH THE FOLLOWING:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

6 EA HINGE BB5000-450 630 BOM

2 EA FLUSH BOLT 590-12 J 630 BUR

1 EA LOCKSET 45H7D14 630 BES

1 EA CYLINDER MORTISE STANDARD 626 BES

1 EA CLOSER D4550 CS SN 689 STC

2 EA KICK PLATE KP050 8" X 1" LDW 630 BUR

2 EA SILENCER 500 GRY BUR

1 EA DRIP CAP 16A - NGP

1 EA SEALS 5020B - NGP

2 EA DOOR SWEEP C627A - NGP

1 EA THRESHOLD 425HD - NGP

R C

D S

S T

R U

C T

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A L

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A L

O T

E S

S-001

S O

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2 3

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M A

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A P

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SHEET

IDENTIFICATION

NUMBER

D A

T E

F I L

U M

B E

S I Z

S U

B M

I T

T E

P L

L E

L O

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D A

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M A

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P A

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P x

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U s e r s j o n e s r D e s k t o p M

A R

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M o n d a y

S e p t e m b e r

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE

PROVIDED TO THE OWNER AND STRUCTURAL ENGINEER. THE

CONTRACTOR'S REVIEW SHALL BE DOCUMENTED WITHIN THE

SUBMITTAL. THE OWNER AND STRUCTURAL ENGINEER RESERVES THE

RIGHT TO REJECT SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED

BY THE CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE

SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,

INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS,

AND SEQUENCING OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE

EXPERIENCED AND QUALIFIED TO PERFORM THE TYPE OF

CONSTRUCTION REQUIRED TO COMPLETE THE WORK PRESCRIBED BY

THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE

PREPARED AS A COMPLETE SET OF PROJECT DRAWINGS AND

SPECIFICATIONS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY

TO COORDINATE ALL INFORMATION PROVIDED IN THE ARCHITECTURAL,

CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, AND POOL DRAWINGS AND

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND

ARCHITECT/ENGINEER IMMEDIATELY OF ANY CONFLICTS, OMISSIONS,

OR DISCREPANCIES. THIS COORDINATION SHALL BE PERFORMED

BEFORE THE PROCUREMENT OF MATERIALS AND/OR FABRICATION OF

ANY PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF

SIMILAR CONDITION SHALL BE DETAILED THE SAME OR OPPOSITE HAND,

WHETHER SPECIFICALLY NOTED OR NOT.

4. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.

SUCH APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF

THE ENGINEER.

5. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION

(IBC 2012) AS MODIFIED BY UFC 3-301-01 STRUCTURAL ENGINEERING 1,

JUNE 2013, CHANGE 1, 15 MAY 2014, AND UFC 3-310-04 SEISMIC DESIGN

OF BUILDINGS, 1 JUNE 2013.

6. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL BRACING ARE

IN PLACE.

7. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN

THIS PROJECT ARE AS FOLLOWS:

a. RISK CATEGORY: II

b. DEAD LOAD:

ROOF SELF WEIGHT +5 psf

c. LIVE LOAD:

ROOF 20 psf(REDUCIBLE PER

CODE)

SLAB-ON-GRADE 100 psf

d. ROOF SNOW LOAD:

GROUND SNOW LOAD 5 psf

(SOURCE UFC 3-301-01 TABLE E-2)

SNOW EXPOSURE FACTOR 1.0

IMPORTANCE FACTOR, Is 1.0

THERMAL FACTOR 1.2

FLAT ROOF SNOW LOAD 5 psf

TOTAL SNOW LOADING INCLUDING

RAIN SURCHARGE 9.20 psf

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

BASIC WIND SPEED 115 mph

(SOURCE UFC 3-301-01 TABLE E-1)

INTERNAL PRESSURE ±0.18

BASIC PRESSURE 24.43 psf

f. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

SS (SHORT PERIOD…

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