B08-Attach-4-Drawings.pdf

SCALE IN MILES

LOCATION MAP

SCALE: 1" = 25'

VICINITY MAP

1320'0

SCALE IN FEET

5280'2640'

UNITED STATES DEPARTMENT OF THE INTERIOR

U. S. FISH & WILDLIFE SERVICE

SAN MARCOS AQUATIC RESOURCES CENTER

HAYS COUNTY TEXAS

WATER REUSE SYSTEM IMPROVEMENTS

ASSET NO: 10051468

TT

FISH & WILDLIFEFISH & WILDLIFE

SERVICESERVICE

U.S.U.S.

EEMM

NNTT OFOF

DD

EE

TTR

PAR

PA

II NN

HEHE

RR

II

EETT

RR

OO

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

LOCATION AND VICINITY MAPS

GENERAL

G-1 1

D. WHITBECK A. FRISK N/A

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

SHEET # DRAWING # SHEET TITLE

GENERAL

1 G-1 LOCATION AND VICINITY MAPS

2 G-2 LIST OF DRAWINGS

3 G-3 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

4 G-4 EXISTING SITE PLAN

5 G-5 PROJECT IMPROVEMENTS PLAN

6 G-6 PROCESS FLOW DIAGRAM

7 G-7 PIPE AND PIPE MATERIAL SCHEDULES

8 G-8 EQUIPMENT SCHEDULES

CIVIL

9 C-1 CIVIL STANDARD DETAILS - 1

10 C-2 CIVIL STANDARD DETAILS - 2

11 1C-1 EXISTING YARD PIPING PLAN

12 1C-2 PROPOSED YARD PIPING PLAN

13 1C-3 REUSE BUILDING CIVIL DETAILS

STRUCTURAL

14 S-1 STRUCTURAL NOTES - 1

15 S-2 STRUCTURAL NOTES - 2

16 S-3 STRUCTURAL STANDARD DETAILS

17 S-4 STRUCTURAL STANDARD DETAILS

18 5S-1 REUSE BUILDING DEMOLITION PLAN

19 5S-2

REUSE BUILDING RAS IMPROVEMENTS - STRUCTURAL

PLAN

MECHANICAL

20 M-1 MECHANICAL STANDARD DETAILS - 1

21 M-2 MECHANICAL STANDARD DETAILS - 2

22 3M-1

RACEWAY PIPING MODIFICATIONS PLAN, SECTIONS, AND

DETAILS

23 4M-1

GREENHOUSE PIPING MODIFICATIONS PLAN, SECTION

AND DETAIL

24 5M-1 REUSE BUILDING MECHANICAL DEMOLITION

25 5M-2 REUSE BUILDING RAS IMPROVEMENTS - LOWER PLAN

26 5M-3 REUSE BUILDING RAS IMPROVEMENTS - UPPER PLAN

27 5M-4 REUSE BUILDING RAS IMPROVEMENTS SECTIONS - 1

28 5M-5

REUSE BUILDING RAS IMPROVEMENTS - CHILLER

SYSTEM SECTIONS & DETAILS

29 5M-6

REUSE BUILDING CARBON DIOXIDE SKID SECTIONS AND

SCHEMATIC

30 5M-7

REUSE BUILDING RAS IMPROVEMENTS- SCREEN FILTER

PLAN & SECTION

31 5M-8

REUSE BUILDING RAS IMPROVEMENTS - SCREEN FILTER

SECTION AND DETAILS

32 6M-1

EFFLUENT CHLORINATION FACILITY IMPROVEMENTS

PLAN AND DETAILS

PROCESS INSTRUMENTATION AND CONTROLS

33 GI-1 SYMBOLS AND NOMENCLATURE - I

34 GI-2 SYMBOLS AND NOMENCLATURE - II

35 GI-3 SYMBOLS AND NOMENCLATURE - III

36 GI-4 SYMBOLS AND NOMENCLATURE - IV

37 GI-5 SAMPLE WIRING DIAGRAM - I

38 GI-6 SAMPLE WIRING DIAGRAM - II

39 GI-7 INSTRUMENTATION INSTALLATION DETAILS - I

40 GI-8 INSTRUMENTATION INSTALLATION DETAILS - II

41 GI-9 INSTRUMENTATION INSTALLATION DETAILS - III

42 GI-10 INSTRUMENTATION INSTALLATION DETAILS - IV

43 GI-11 INSTRUMENTATION INSTALLATION DETAILS - V

44 GI-12 INSTRUMENTATION INSTALLATION DETAILS - VI

45 I-1 NETWORK ARCHITECTURE OVERVIEW

46 I-2 GENERATOR P&ID

47 I-3 RECIRCULATION PUMPING SYSTEMS P&ID

48 I-4 WATER FILTRATION SYSTEM P&ID

49 I-5 CHILLING SYSTEM P&ID

50 I-6 CARBON DIOXIDE FEED SKID P&ID

51 I-7 REUSE SYSTEM MODIFICATIONS P&ID

52 I-8 ANALYZER FILTER P&ID

ELECTRICAL

53 GE-1 GENERAL ELECTRICAL SYMBOLS - I

54 GE-2 GENERAL ELECTRICAL SYMBOLS - II

55 GE-3 GENERAL ELECTRICAL NOTES AND ABBREVIATIONS

56 GE-4 STANDARD DETAILS - I

57 GE-5 STANDARD DETAILS - II

58 GE-6 STANDARD DETAILS - III

59 E-1 SINGLE LINE DIAGRAM

60 E-2 CONTROL SCHEMATICS

61 E-3 ELECTRICAL SITE PLAN

62 E-4 ELECTRICAL SITE PLAN - ENLARGED

63 E-5 ELECTRICAL EQUIPMENT LOCATION PLAN

64 E-6 CONDUIT DEVELOPMENT DIAGRAM

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

LIST OF DRAWINGS

GENERAL

G-2 2

D. WHITBECK A. FRISK D. WHITBECK

GENERAL

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO

PROTECT EXISTING FACILITIES WHICH ARE TO REMAIN IN PLACE. ALL IMPROVEMENTS

DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL

COMPENSATION.

2. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL

CONSTRUCTION OPERATIONS AND SAFETY AMONGST THE VARIOUS LABOR TRADES,

LABORORS, AND SUPPLIERS WORKING ON SITE. THE CONTRACTORS AUTHORIZED

REPRESENTATIVE SHALL BE ON SITE ANY TIME WORK IS BEING PERFORMED.

3. ALL ELECTRICAL WORK SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A

TEXAS STATE APPROVED ELECTRICIAN AND SHALL COMPLY WITH ALL ARTICLES OF THE

NATIONAL ELECTRIC CODE, CURRENT EDITION.

4. WHERE INDICATED, THE BASIS OF DESIGN FOR NEW EQUIPMENT TO BE FURNISHED AND

INSTALLED FOR THIS PROJECT IS INDICATED BY MANUFACTURER AND MODEL.

CONTRACTOR MAY SUBSTITUTE EQUIVALENT PROJECTS THROUGH THE SUBMITTAL

PROCESS AFTER CONTRACT AWARD; HOWEVER, CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL COSTS (AT NOT ADDITIONAL EXPENSE TO THE GOVERNMENT) TO MAKE ALL THE

REQUIRED CHANGES OR ADJUSTMENTS TO INSTALL SUBSTITUTED EQUIPMENT. THE

INSTALLATION OF NEW EQUIPMENT SHALL APPLY WITH ALL SPECIFIED EQUIPMENT

REQUIREMENTS AND THE SUBSTITUTED EQUIPMENT MANUFACTURER'S RECOMMENDED

INSTALLATION INSTRUCTIONS.

PERMITS

1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY PERMITS FOR

CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF

GOVERNMENT-OBTAINED PERMITS.

2. ALL WORK PERFORMED SHALL COMPLY WITH APPLICABLE REGULATIONS AND

ORDINANCES OF THE VARIOUS GOVERNMENT AGENCIES HAVING JURISDICTION OVER

THE WORK PERFORMED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST

INCLUDING PENALTIES/FINES LEVIED FOR WORK THAT IS NOT PERFORMED IN

ACCORDANCE WITH PERMIT CONDITIONS.

DEMOLITION

1. ALL EXISTING MAN-MADE ITEMS INTERFERING WITH CONSTRUCTION OR INDICATED ON

THE DRAWINGS FOR DEMOLITION ARE TO BE REMOVED BY THE CONTRACTOR AND

DISPOSED OF IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND

ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. REFER

TO SPECIFICATION SECTION 02 41 19 - DEMOLITION AND RECONSTRUCTION. THE

CONTRACTOR IS REQUIRED TO SUBMIT A DEMOLITION PLAN.

2. REMOVAL OF ANY UTILITY SHALL BE COORDINATED WITH THAT UTILITY PRIOR TO

REMOVAL. ALL DEMOLITION MATERIALS SHALL BE PROPERLY REMOVED FROM THE

SITE, UNLESS OTHERWISE SPECIFIED.

3. ANY PLANNED OR PROPOSED ALTERATIONS OR ADDITIONS TO THE DEMOLITION PLAN

MUST BE REVIEWED AND APPROVED IN WRITING BY THE CONTRACTING OFFICER

PRIOR TO IMPLEMENTATION.

EROSION CONTROL

1. ALL SLOPES SHALL BE PROTECTED FROM EROSION DURING ROUGH GRADING

OPERATIONS AND THEREAFTER, UNTIL INSTALLATION OF FINAL GROUNDCOVER.

2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF

EROSION CONTROL MEASURES CONTAINED WITHIN THE CONTRACT SPECIFICATIONS

OR AS REQUIRED BY THE CITY, DISTRICT, OR OTHER REGULATORY AUTHORITY. THE

CONTRACTOR SHALL ALSO PROVIDE ANY ADDITIONAL EROSION CONTROL MEASURES

(E.G. MULCHING OR STRAW, SAND BAGGING, DIVERSION DITCHES, ETC.) DICTATED BY

FIELD CONDITIONS TO PREVENT EROSION OR THE INTRODUCTION OF DIRT, MUD, OR

DEBRIS INTO PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS.

GRADING

1. SPECIFIC STATIONING AND ALIGNMENT DATA SHOWN ON THE DRAWINGS SHALL BE

USED FOR CONSTRUCTION.

2. ALL ELEVATIONS INDICATE FINAL GRADE ELEVATIONS UNLESS INDICATED OTHERWISE.

3. MAXIMUM SLOPE FOR FILL AND CUTS IS 3H:1V.

NEW CONSTRUCTION

EXISTING

FUTURE

EXISTING TO BE REMOVED OR DEMOLISHED

EXISTING ROADS

EXISTING NATURAL DRAINAGE

POWER LINES

EXISTING GROUND SURFACE CONTOURS &

ELEVATION, FEET

PROPOSED SURFACE CONTOURS & ELEVATION,

FEET

MATCHLINE

EXISTING CULVERT

GATE

ASPHALT

CONCRETE

RIP RAP

AGGREGATE, GRAVEL, CRUSHER FINES

(AS INDICATED)

STRUCTURAL BACKFILL

GRATING

FLOWLINE

CENTERLINE

FENCE (NEW)

FENCE (EXISTING)

UTILITIES

G GAS LINE (SIZE NOTED WHERE LARGER THAN

3-INCH

HP GAS HIGH PRESSURE GAS

2" W WATER LINE (SIZE INDICATED)

TEL UNDERGROUND TELEPHONE

HVAC HIGH VOLTAGE AC POWER LINE

27"SS SANITARY SEWER (SIZE INDICATED)

OHW OVERHEAD WIRES

27" SD STORM DRAIN (SIZE INDICATED)

FOC FIBER OPTIC CABLE

COMM COMMUNICATIONS CABLE

PIPING MATERIAL CHANGE

SLOPE DIRECTION

CONTROL POINT

MANHOLE

CATCH BASIN

ASECTIONA

X YSHEET ON WHICH

SECTION IS TAKEN

SHEET ON WHICH

SECTION IS SHOWN

SECTION LETTER

X YSHEET ON WHICH

SECTION IS TAKEN

SHEET ON WHICH

SECTION IS SHOWN

1DETAIL1

X Y X YSHEET ON WHICH

DETAIL IS TAKEN

SHEET ON WHICH

DETAIL IS SHOWN

SHEET ON WHICH

DETAIL IS TAKEN

SHEET ON WHICH

DETAIL IS SHOWN

DETAIL LETTER

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

G-3 3

D.WHITBECK A. FRISK C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

GENERAL SYMBOLS NOTES

DETAILING CONVENTIONS

ABBREVIATIONS

X

G

X

A

ALT ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

ASCII AMERICAN STANDARD CODE FOR

INFORMATION INTERCHANGE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

ASWG AMERICAN STEEL WIRE GAGE

AWWA AMERICAN WATER WORKS

ASSOCIATION

AHR ANCHOR

AB ANCHOR BOLT

& AND

APPRX APPROXIMATE

ASPH ASPHALT

B

BL BASELINE

BM BENCH MARK

BLDG BUILDING

BFV BUTTERFLY VALVE

BYP BYPASS

C

C.I.P. CAST IN PLACE

CL CENTERLINE

CV CHECK VALVE

CKT CIRCUIT

C.O. CLEANOUT

CTG COATING

CONC CONCRETE

C CONDUIT

CONN CONNECTION

CONST CONSTRUCTION

CJ CONSTRUCTION JOINT

CONT CONTINUOUS

CP CONTROL POINT

CU FT CUBIC FEET

CUYD CUBIC YARD

D

DEG DEGREE

DIA DIAMETER

DIAPH DIAPHRAGM

DIM DIMENSION

D,DR DRAIN

DWG DRAWING

DI DUCTILE IRON

E

EL ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

EXIST EXISTING

EXP EXPANSION

F

FACIL FACILITY

FT. FEET

FWS FISH AND WILDLIFE SERVICE

FTG FITTING

FXD FIXED

FL FLANGE

FD FLOOR DRAIN

FT FOOT

F.F. FLOW METER

F.S. FLOW SWITCH

FTG FOOTING

FM FORCE MAIN

G

GAL GALLONS

GPM GALLONS PER MINUTE

G.V. GATE VALVE

GSKT GASKET

GTV GATE VALVE

GEN GENERATOR

GRD GRADE

G.E. GRADE ELEVATION

GL GRADE LINE

GRTG GRATING

GVL GRAVEL

GND GROUND

GFI GROUND-FAULT INTERRUPTER

GDR GUARD RAIL

H

HDPE HIGH DENSITY POLYETHELENE

HWY HIGHWAY

HP HORSEPOWER

I

INCLS INCLOSURE

INCL INCLUDE

INJ INJECT

INL INLET

IO INPUT-OUTPUT

INSTL INSTALL

INSTL INSTALLATION

INSTR INSTRUMENT

INSUL INSULATION

INV INVERT

I.E.A. INVERT ELEVATION

J

JT JOINT

JCT JUNCTION

J JUNCTION BOX

K

KW KILOWATT

L

LTG LIGHTING

LF LINEAL FEET

LOC LOCATION

M

MSW MASTER SWITCH

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MJ MECHANICAL JOINT

MIN MINIMUM

MISC MISCELLANEOUS

MOT MOTOR

MT MOUNT

MTD MOUNTED

MTG MOUNTING

N

NATL NATIONAL

NECS NATIONAL ELECTRICAL CODE

NFH NATIONAL FISH HATCHERY

NIP NIPPLE

NC NORMALLY CLOSED

NO NORMALLY OPEN

N NORTH, NORTHING

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOZ NOZZLE

NO OR #NUMBER

O

OC ON CENTER

OPNG OPENING

OUT OUTLET

OD OUTSIDE DIAMETER

OF OVERFLOW

ORLY OVERLOAD RELAY

P

PNT POINT

PNL PANEL

PEN PENETRATION

PL PLATE

PPLN PIPELINE

PVC POLYVINYL CHLORIDE

PE POLYETHYLENE

LB(S) POUND(S)

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

PRCST PRECAST

PB PUSH BUTTON

PW PUMPED WATER

Q

QTY QUANTITY

R

RADN RADIATION

R RADIUS

RAS RECIRCULATION AQUACULTURE

SYSTEM

RDOUT READOUT

RDCR REDUCER

REF REFERENCE

RCB REINFORCED CONC. BOX CULVERT

RCP REINFORCED CONCRETE PIPE

RLY RELAY

REPL REPLACE

REV REVISION

S

SC SCALE

MHHW. SCHEDULE

SECT SECTION

SW SERVICE WATER

SHT SHEET

SIM SIMILAR

SGL SINGLE

SPH SINGLE-PHASE

SLV SLEEVE

SLP SLOPE

S SOUTH, SOUTHING

SPEC SPECIFICATION

SQ SQUARE

SQFT SQUARE FOOT

S.S. STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STRUCT STRUCTURE

SURV SURVEY

SW SWITCH

SYM SYMBOL

SYMM SYMMETRICAL

T

TBM TEMPORARY BENCH MARK

T.S.C. TOP OF CONCRETE

T.O.S TOP OF SLAB

TLLD TOTAL LOAD

XFMR TRANSFORMER

2PH TWO-PHASE

TYP TYPICAL

U

UND UNDER

UNGD UNDERGROUND

UNFIN UNFINISHED

USFWS UNITED STATES FISH AND

WILDLIFE SERVICE

UW UTILITY WATER

V

VAC VACUUM

VLV VALVE

V VALVE

VS VAPOR SEAL

VAR VARIABLE

VEL VELOCITY

VERIF VERIFY

VERT VERTICAL

VSBL VISIBLE

V VOLT

VCT VOLTAGE CONTROL

TRANSFER

VDET VOLTAGE DETECTOR

VRL VOLTAGE RELAY

W

WR WALL RECEPTACLE

WTR WATER

WCHR WATER CHILLER

WSEL WATER SURFACE ELEVATION

WAT WATT

WSL WATER SEAL

WTHPRF WEATHERPROOF

WB WORKBENCH

WP WORKING POINT

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

STA

AutoCAD SHX Text 10+00

AutoCAD SHX Text X

AutoCAD SHX Text

HOLDING HOUSE

ADMINISTRATION

BUILDING

EXISTING ELECTRICAL SERVICE

EXISTING EFFLUENT POND

M cC

AR

TH

Y

LA

N E

VEHICLE & MAINTENANCE

BUILDINGS

PRESSURE

SUSTAINING

VALVE VAULT

INFLUENT BUILDING

UTILITY

TRANSFORMER

ELECTRICAL SERVICE

DISTRIBUTION PANEL

RACEWAYS (AREA 3)

RESEARCH PAD

GREENHOUSE (AREA 4)

REUSE BUILDING (AREA 5)

MH NO. 8

EFFLUENT PUMP STATION & CHLORINATION

CHLORINATION BUILDING

EAA BUILDING

SALAMANDER BUILDING

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0

PLAN

NORTH

47.136°APPROX

OFDWGNO.

WATER REUSE PROJECT

EXISTING SITE PLAN

G-4 4

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

SHEET NOTES:

1. ALL ITEMS SHOWN ARE EXISTING.

W

W W

W W

S S S

HOLDING HOUSE

ADMINISTRATION

BUILDING

ELECTRICAL SERVICE, APPROX

EFFLUENT POND

M cC

AR

TH

Y

LA

N E

G R

EE

N

H O

U

SE

RESEARCH

PAD

DOMESTIC WATER

RACEWAYS

10" FWR 6" FWR

2" DW

6" FWR

8" FWR 8"

RW

8" RWD

4' FWPR 4' FWPR

8" WWD, TYP

6" RW

6" FWR

2" DW

6" RWD, TYP

8" RWD

6" FWPR

4" FWPR, TYP

6" FWPR

18" FWPR

14" FWPR

24" RWD

14" RW, CAPPED 14" RW

14" FWPR

6" FWPR

24" WWD

4" FWPR

24" WWD

12" WWD

12" WWD & 8" WWD, BYPASS

6" FWPR

24" RWD

8" WWD

8" WWD

6" FWR

12" RWD

14" FWPR

12" WWD

12" RWD

15" RWD

12" RWD

10" RWD

10" WWD

6" FWPR

8" WWD 8" RW

4" FWPR 4" FWPR

4" FWPR

6" FWPR

8" WWD

4" FWPR

6" FWPR

10" RW, CAPPED10" RW

14" FWPR

8" WWD

4" FWPR

6" FWPR

12" WWD

6" FWPR

12" WWD

4" FWPR

6" FWPR

10" RW

8" WWD

8" RW

12" WWD

6" FWPR

8" FWPR

6" RW

10" WWD

12" WWD

6" RW

12" RWD

6" RW

10" RWD

10" FWPR

6" FWPR

10" FWR

6" RW

VEHICLE & MAINTENANCE

BUILDINGS

PRESSURE SUSTAINING

VALVE VAULT

UTILITY

TRANSFORMER

ELECTRICAL SERVICE

DISTRIBUTION PANEL

REUSE BUILDING

MH NO. 8

EFFLUENT PUMP STATION &

CHLORINATION

CHLORINATION BUILDING

ELECTRICAL SERVICE,

ABANDONED

8" WWD, CAPPED

6" FWPR

6" FWPR

FLOATING BAFFLE

4" FWPR, TYP

TBM 1

N 5000 E 5000

EL 662.97

(SEE NOTE 2)

SALAMANDER

BUILDING

EAA

BUILDING

X X

X X X X

X X

XXXX

6" FWPR

4" FWPR

SHEET NOTES:

1. PER SITE SURVEY MAP PROVIDED BY THE OWNER, NORTHING AND

EASTING COORDINATES ARE WITH RESPECT TO PLANT NORTH, NOT

TRUE NORTH. COORDINATES SHOWN FOR TBM 1 ARE FOR THIS

PROJECT AND HAVE NO PRIOR BASIS ESTABLISHED. TBM 1

RESURVEYED BY OWNER 97° 58' 39.5101" WEST, ELEVATION 662.97'.

2. SEE COORDINATE TABLE FOR POINTS DESIGNATED BY X

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0

PLAN

NORTH

47.136°APPROX

LEGEND

- VALVE

1" = 100'

2001000

OFDWGNO.

WATER REUSE PROJECT

PROJECT IMPROVEMENTS PLAN

G-5 5

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

CHLORINATION FACILITY

IMPROVEMENTS, SEE SHEET 6M-1

REUSE BUILDING IMPROVEMENTS,

SEE SHEETS 1C,5M,5S AND 5E

GREENHOUSE PIPING

MODIFICATIONS, SEE SHEET 4M-1

RACEWAY PIPING MODIFICATIONS,

SEE SHEET 3M-1

EMERGENCY GENERATOR PAD

POINT TABLE

POINT NO.

DESCRIPTION

TBM 1

NW CORNER OF REUSE BLDG

CENTER POINT OF CONC ANCHOR

NORTHING

5000.00

4405.18

4340.02

EASTING

5000.00

5483.17

5135.61

REMARKS

662.97

DD

EXISTING WELL

SUPPLY

PIPELINE (RWW)

GPM DUPLEX

HEAT

EXCHANGER

MECHANICAL

CHILLER

FW

C

25 GPM

CHILLER

CONTROLLER

25 GPMFW

C

HOLDING

HOUSE

RESEARCH

PAD

WILD

RICE

PROGRAM

60 GPM

R W

FW

C

D

R W

D

R W

D

DRAIN LINE TO

EXISTING 24"

DRAIN LINE

SOLIDS

STORAGE

TANK

GPM

PUMP

LCP

R W

FLOW CONTROL

VALVE

CONTROLLER

RWCV

DIFFUSER

R W

RW

LIQUID

CO2

STORAGE

EXISTING

MANHOLE

#8

UTILITY

WATER

EFFLUENT PUMP

STATION

FLOW VARIES

(110 GPM DESIGN

AVERAGE, 300 GPM MAX)

CHLORINE

ANALYZER

FILTERS

EFFLUENT

POND

110 GPM

D

EXISTING

FRESH

WATER

FW

BYPASS

PONDS

RW

CHILLING SYSTEM

CONTROLLER

MECHANICAL

CHILLER (2)

TO EXISTING

DRAIN LINE

FLOW UNLOADING

VALVE CONTROLLER

RWBCV

REUSE PUMP STATION

RW

OF

PH

METER

MM

FW

A/V VALVE

TSIT TSIT

FW

C

C O

UTILITY

WATER

DUPLEX HEAT

EXCHANGER

TSIT MM

D

MM

SCREEN

FILTER

SCREEN

FILTER

CO2 FEED

SKID

FW

C

STATIC

MIXER

180 GPM

CHLORINE CONTACT

TANKS

SL

SL

DEBRIS

SCREEN

CHLORINE

ANALYZER

TW RW

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0

SHEET NOTES:

1. SEE SYMBOLS AND LEGEND, SHEET GI-3.

2. ALL ITEMS SHOWN NOT TO SCALE AND NOT ALL SMALL PIPING

CONNECTIONS ARE SHOWN. SEE CIVIL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS.

3. SEE SHEET G-7 FOR COMPLETE PIPING SCHEDULE.

4. CHLORINE ANALYZER FILTERS TO BE REPLACED, SEE SHEET 6M-1.

LEGEND

FW FRESH WATER (WELL

WATER)

FWC FRESH WATER CHILLED

RWD REUSE WATER DRAIN

RW REUSE WATER

TW TREATED WATER

D DRAIN

SL BACKWASH SLUDGE

OF OVERFLOW

RWCV REUSE WATER CONTROL

VALVE (VARIABLE)

RWBCV REUSE WATER BYPASS

CONTROL VALVE (VARIABLE)

MAGNETIC FLOW METER

TSIT TEMPERATURE, SENSOR,

INDICATOR, TRANSMITTER

LCP LOCAL CONTROL PANEL

MM

OFDWGNO.

WATER REUSE PROJECT

PROCESS FLOW DIAGRAM

G-6 6

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

AutoCAD SHX Text

MM

AutoCAD SHX Text M

PIPING SCHEDULE

PIPING MATERIALS (SEE SCHEDULE BELOW)

GROUP NO. GROUP NO.

FIELD TEST REQUIREMENT (SEE NOTE 3 AND NOTE 4)

EXPOSED PIPING (SEE NOTE 13, 14 & 15 BURIED PIPING (SEE NOTE 13)

FLUID

ABBREVIATION FUNCTION 2" DIA PIPE &

SMALLER

2 1/2" DIA PIPE &

LARGER

2" DIA PIPE &

SMALLER

2 1/2" DIA PIPE &

LARGER

MINIMUM TEST

PRESSURE (PSI) TEST MEDIUM

LEAKAGE

ALLOWANCE (SEE

NOTE 2)

CO2 CARBON DIOXIDE GAS 34 -- 34 -- 50 AIR (A)

CWR CHILLED WATER RETURN 16* 16* -- 16* 50 WATER (A)

CWS CHILLED WATER SUPPLY 16* 16* -- 16* 50 WATER (A)

D DRAIN 16 16 16 13, 16, 19 NOTE 6 WATER (B)

FW FRESH WATER 16 16 -- 16 50 WATER (A)

FWC FRESH WATER CHILLED -- 16 -- 16 50 WATER (A)

OF OVERFLOW -- 16 -- 11, 16, 19 NOTE 6 WATER (B)

RW REUSE WATER -- 16 -- 16 50 WATER (A)

RWD REUSE WATER DRAIN -- 16, 19 -- 16, 19 50 WATER (B)

TW TREATED WATER 16 16 16 16 50 WATER (A)

PIPING MATERIAL SCHEDULE

GROUP NO. PIPE (SEE NOTE 13) FITTINGS

VALVES, 2.5 INCH DIA AND SMALLER (SEE NOTE 1, NOTE 11 AND

NOTE 16)

16 POLYVINYL CHLORIDE, SCH. 80, NORMAL IMPACT. SOLVENT

WELDED, ASTM D1785.

SOCKET SOLVENT WELD JOINTS, ASTM D2467. POLYVINYL

CHLORIDE, SCH. 80, NORMAL IMPACT, FLANGED JOINTS, 150 PSI.

19 POLYVINYL CHLORIDE PRESSURE PIPE, ASTM D2241, WITH BELL

AND SPIGOT JOINTS.

CAST IRON, 150 PSI, FOR POLYVINYL CHLORIDE PIPE, AWWA C110,

CEMENT MORTAR LINED, AWWA C104 SAME AS GROUP 11.

24 COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED.

HARD TEMPERED WHERE EXPOSED. CLEANED FOR OXYGEN USE.

SOLDER JOINT, 150 PSI WROUGHT COPPER OR CAST BRONZE,

ANSI B 16.22.

BRONZE, SOLDER JOINT, BALL: CRANE NO. 9321 OR JAMESBURY,

GLOBE: CRANE NO. 1320 OR STOCKHAM B-14, CHECK: CRANE NO.

1342 OR 36, OR STOCKHAM NO. B-309.

STAINLESS STEEL SEAMLESS ANNEALED TUBING, TYPE 316.,

ASTM AS13. DIAMETER CALL-OUT ON DRAWINGS TO BE TUBING

I.D., MINIMUM WALL THICKNESS OFF 0.065 INCHES.

ALL 316L STAINLESS STEEL COMPRESSION FITTINGS WITH

THREADS ONLY AS REQUIRED; TYPE SWAGE-LOCK FITTINGS OR

EQUAL.

SAME AS GROUP NO. 15.

NOTES:

GENERAL NOTE

ALTHOUGH SEVERAL PIPING MATERIALS ARE SHOWN THAT MAY BE USED FOR A GIVEN FUNCTION, ONLY THE CALLED PIPING MATERIAL SHOWN ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS SHALL BE USED. THE CONTRACTOR DOES NOT HAVE THE OPTION TO

USE A DIFFERENT MATERIAL.

NOTE 1

PROPRIETARY NAMES HAVE BEEN QUOTED FOR IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS WILL BE PERMITTED SUBJECT TO

PROVISIONS OF THE SPECIFICATIONS.

NOTE 2

LEAKAGE ALLOWANCE IS AS FOLLOWS:

A. PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE.

B. PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR UNBURIED PIPE AND NOT MORE THAN 0.02 GALLON PER HOUR PER

INCH DIAMETER PER 100 FEET OF BURIED PIPE.

C. PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 GALLON PER HOUR PER INCH OF DIAMETER PER 100

FEET OF PIPE.

D. PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF PRESSURE OF MORE THAN 5 PERCENT.

E. PIPE SO DESIGNATED SHALL NOT SHOW A LOSS OF VACUUM OF MORE THAN 4 INCHES MERCURY COLUMN.

NOTE 3

FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS.

NOTE 4

ANY DEVIATION FROM THE PIPING MATERIALS OR FIELD TEST REQUIREMENTS SHOWN WILL BE NOTED IN THE SPECIFICATION OR ON THE

DRAWINGS.

NOTE 5

PIPING GROUP NUMBER SHOWN THUS * SHALL BE INSULATED. SEE PIPING SECTION OF SPECIFICATIONS FOR INSULATING MATERIALS.

NOTE 6

STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT OF PIPE.

NOTE 7

INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE STATE OF TEXAS INDUSTRIAL PLUMBING CODE.

NOTE 8

NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS.

NOTE 9

INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.

NOTE 10

PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.

NOTE 11

FOR VALVES 8 INCHES AND LARGER SEE VALVE SCHEDULE FOR SPECIAL VALVES SEE SPECIFICATIONS.

NOTE 12

CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS:

NOTE 13

FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.

NOTE 14

EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS. COLORS TO BE SELECTED BY ENGINEER.

NOTE 15

PIPING MATERIAL SHALL BE NON-ABRASIVE FLEXIBLE RUBBER HOSE AND QUICK CONNECTION COUPLINGS WITH GROUP NO 1 AT

EQUIPMENT.

NOTE 16

VALVES 2 1/2"AND SMALLER MAY HAVE SCREWED ENDS. VALVES 3" AND LARGER SHALL HAVE FLANGED ENDS UNLESS OTHERWISE

INDICATED.

(SEE NOTE 12)

FLUID ABBREVIATION

TYPICAL PIPE DESIGNATION

NOMINAL PIPE DIAMETER

MATERIAL CODE

4" SW(16)

(IN INCHES)

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

PIPE AND PIPE MATERIAL SCHEDULES

G-7 7

D. WHITBECK S. FARNAM C. SMITH

FLOW METER SCHEDULE

EQUIPMENT NUMBER LOCATION TYPE SIZE (INCHES) CAPACITY (GPM) REMARKS

FE-504 REUSE BUILDING MAGNETIC 6 300 REPLACE EXISTING FLOW METER TO PONDS

FE-530 REUSE BUILDING MAGNETIC 6 300 REPLACE EXISTING FLOW METER WILDRICE PROGRAM

VALVE SCHEDULE (4" AND LARGER)

EQUIPMENT NUMBER LOCATION TYPE SIZE OPERATOR REMARKS

BFV-401 GREENHOUSE BUTTERFLY 4 MANUAL, SQUARE NUT BURIED, REUSE SUPPLY TO GREENHOUSE

BFV-500 REUSE BUILDING BUTTERFLY 6 MANUAL, HANDWHEEL OVERHEAD WITH CHAIN FALL

BFV-501 REUSE BUILDING BUTTERFLY 6 MANUAL, LEVER ARM PROVIDED AS PART OF SCREEN FILTER SKID PACKAGE

BFV-502 REUSE BUILDING BUTTERFLY 6 MANUAL, LEVER ARM PROVIDED AS PART OF SCREEN FILTER SKID PACKAGE

BFV-503 REUSE BUILDING BUTTERFLY 6 MANUAL, LEVER ARM PROVIDED AS PART OF SCREEN FILTER SKID PACKAGE

BFV-504 REUSE BUILDING BUTTERFLY 6 MANUAL, LEVER ARM PROVIDED AS PART OF SCREEN FILTER SKID PACKAGE

BFV-505 REUSE BUILDING BUTTERFLY 6 MANUAL, LEVER ARM PROVIDED AS PART OF SCREEN FILTER SKID PACKAGE

PUMP SCHEDULE

EQUIPMENT NUMBER NAME LOCATION SERVICE TYPE FLOW (GPM) @ TDH (FT) HP VOLTAGE/PHASE SPECIFICATION REMARKS

P-501 REUSE PUMP NO 1 REUSE BUILDING REUSE WATER SUBMERSIBLE 300 @ 70 15 460V/3PH 43 25 06 REPLACE EXISTING PUMP

P-502 REUSE PUMP NO 2 REUSE BUILDING REUSE WATER SUBMERSIBLE 300 @ 70 15 460V/3PH 43 25 06 REPLACE EXISTING PUMP

MECHANICAL EQUIPMENT SCHEDULE

EQUIPMENT NUMBER LOCATIONS SERVICE TYPE RATING CAPACITY POWER SUPPLY ELECTRICAL SERVICE/

LOAD RATING SPECIFICATION REMARKS

SF-510 REUSE BUILDING REUSE WATER SCREEN FILTER ASSEMBLY 40 MICRON 300 GPM 120V/1PH 1/4 HP/7 AMP 46 21 33 PROVIDED AS PART OF SKID PACKAGE

SF-511 REUSE BUILDING REUSE WATER SCREEN FILTER ASSEMBLY 40 MICRON 300 GPM 120V/1PH 1/4 HP/7 AMP 46 21 33 PROVIDED AS PART OF SKID PACKAGE

CH-520 REUSE BUILDING REUSE WATER AIR-COOLED CHILLER UNIT 16 TONS/192,000 BTU/HR 45 GPM/25 PSI 460V/3PH 23KW/34.6 MCA 42 20 00 20% PROPYLENE GLYCOL FLUID WITH INTEGRAL

CHILLED WATER STORAGE TANK

CH-521 REUSE BUILDING REUSE WATER AIR-COOLED CHILLER UNIT 16 TONS/192,000 BTU/HR 45 GPM/25 PSI 460V/3PH 23KW/34.6 MCA 42 20 00 20% PROPYLENE GLYCOL FLUID WITH INTEGRAL

CHILLED WATER STORAGE TANK

ME-520 REUSE BUILDING REUSE WATER HEAT EXCHANGER 25 TONS/300,000 BTU/HR 300 GPM (WATER)/85 GPM (20%

GLYCOL) N/A N/A 42 21 00 PLATE AND FRAME TYPE

ME-521 REUSE BUILDING REUSE WATER HEAT EXCHANGER 25 TONS/300,000 BTU/HR 300 GPM (WATER)/85 GPM (20%

GLYCOL) N/A N/A 42 21 00 PLATE AND FRAME TYPE

CO2-530 REUSE BUILDING REUSE WATER CO2 FEED SYSTEM 8 LB/HR CO2 N/A 460V/3PH 45 AMPS 46 31 43 SKID SYSTEM WITH 4 SEPARATE LIQUID CO2

STORAGE TANKS

DC-530 REUSE BUILDING LIFTING DAVIT CRANE N/A 1200 LB N/A N/A 43 52 10 PEDESTAL MOUNT

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

EQUIPMENT SCHEDULES

G-8 8

D. WHITBECK S. FARNAM C. SMITH

(B O

TT

O

M O

F C

O N

C

FT

G T

O B

E

SE

T

BE

LO

W

F R

O

ST

L

IN

E)

2" TY

P

8' -0

45.00°

4"

3' -6

M

IN

CHAIN LINK FABRIC

OUTSIDE INSIDE

3 LINES OF 2 STRAND

BARBED WIRE

LINE POSTS

10' OC MAX

PAVEMENT WHERE

SHOWN

GATE AND CORNER POSTS SHALL

BE 12" OR 5xPOST DIAMETER, WHICHEVER IS GREATER

1. SEE SPECIFICATIONS FOR FENCE MATERIAL, COATINGS,

AND INSTALLATION REQUIREMENTS.

2. EXTENSION ARM MAY BE TURNED IN AT OPTION OF OWNER.

TENSION WIRE

CONC FOOTING

NOTES:

C-101

CHAIN LINK FENCE

REV 010119

4"

INTERNAL BRACING

AT CORNER AND GATE

GATE POST

SET IN CONC

DIAGONAL

BRACE

3/8" TRUSS ROD

ASSEMBLY, TYP

1. SEE SPECS FOR FENCE MATERIAL,

COATINGS, AND INSTALLATION

REQUIREMENTS.

2. GATE TO BE INSTALLED WITH KEEPER

TO SECURE IN OPEN POSITION.

3. GATES LESS THAN 8'-0" IN WIDTH

SHALL BE SINGLE LEAF.

4. SEE SPECIFICATIONS FOR CLEARANCES

IN SNOW REGIONS.

DIAGONAL

BRACE

GATE POST

SET IN CONC

GATE

FRAMEGATE

FRAME

LOCKING

DEVICEFOR

PADLOCK

CONTINUOUS NO 7

GALV STL TENSION WIRE

BUILDING

SIDEWALKSIDEWALK

TOP RAIL

4" DIA GATE POST

3 ROWS OF

2 STRAND

BARBED WIRE

LOCKING DEVICE

FOR PADLOCK

SE

E

SP

EC

IF

IC

AT

IO

N S

NOTES:

XX

XX

XX

XXXX

XXXX

XXXX

X

X

X

XXXX

XXXX

XXXX

X

X

X

3' -6

M

IN

(B

O

TT

O M

O F

FT

G

TO

B

E

SE

T

BE

LO

W

FR

O

ST

L

IN

E)

3' -2

GATE WIDTH

AS SHOWN ON PLANS

GATE WIDTH

AS SHOWN ON PLANS

4'-0" MIN

H

EI

G H

T

TO

M

AT

C H

F

EN

C E

1/

2" C

LR

, M

IN

SE

E N

O

TE

1/

2" C

LR

,M

IN

SE

E N

O

TE

DESIGNED BY AN ENGINEER. OTHERS

SHALL BE 12" OR 5xPOST DIAMETER, WHICHEVER IS GREATER

C-103

SINGLE LEAF PEDESTRIAN GATE

REV 010119

C-101

SEE PLANS2'-0"

SEE PLANS

4" BASE COURSE

SYMMETRICALCL

OVEREXCAVATE EXISTING GRADE

12" MINIMUM. PROOF ROLL AND

BACKFILL WITH STRUCTURAL FILL

C-132

GRAVEL ROAD SECTION

REV 010119

NOTE:

1. WHERE PLANS DO NOT INDICATE A SLOPE,

CONTRACTOR SHALL RESTORE ROAD TO MATCH

EXISTING GRADES AND DRAINAGE PATTERNS.

SE

E

N O

TE

TR

EN

C H

Z O

N E

SE

E

SP

EC

S

TR

EN

C H

Z O

N E

SE

E

SP

EC

S

TR

EN

C H

Z O

N E

SE

E

SP

EC

S

EM

BE

D M

EN

T

SE

E

SP

EC

S

EM

BE

D M

EN

T

SE

E

SP

EC

S

TOP OF

PIPE (OD)

TRENCH

BOTTOM

1'-6" FINAL

BACKFILL

SEE SPECS

TOP OF

PIPE (OD)

TOP OF

PIPE (OD)

TRENCH

BOTTOM

TRENCH

BOTTOM

10" BEDDING

SEE SPECS

1. 6" MIN FOR PIPE DIAMETER < 24" 2. MAX TRENCH WIDTH @ TOP OF PIPE:

OD + 24" FOR LESS THAN 18"

3. MIN TRENCH BOTTOM WIDTH:

OD + 24" FOR MECHANICAL COMPACTION

A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON, AND PLASTIC PIPES.

B. TYPICAL TRENCH SECTIONS (I, II AND III) ARE TO BE USED ONLY WHERE STABLE, COMPACT

SOIL CONDITIONS EXIST. IF BOULDERS OR LARGE OBSTRUCTIONS ARE ENCOUNTERED,

TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN. THE ENGINEER SHALL BE

ADVISED SHOULD THIS OCCUR.

C. THE NEED FOR PROTECTIVE SYSTEMS AND EXCAVATION SLOPES SHALL BE DETERMINED

CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS AND

REGULATIONS, AND GEOTECHNICAL CONSULTANTS' RECOMMENDATIONS.

D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE

APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS AND REGULATIONS.

E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER REGARDING PIPE

DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY

STANDARDS.

F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT BE

STEEPER THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY

STANDARDS AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,

ACCORDING TO AFOREMENTIONED SAFETY STANDARDS.

G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE UTILIZED

PROVIDED THEY COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY

STANDARDS AND REGULATIONS. DOCUMENTATION SUPPORTING THIS COMPLIANCE AND

PIPE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER.

H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY THE

ENGINEER, THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTION

OF THE SPECIFICATIONS ARTICLE ENTITLED, "FILL AND BACKFILL MATERIAL

REQUIREMENTS."

I. IF DURING CONSTRUCTION, THE WATER TABLE IS DISCOVERED TO BE ABOVE THE TRENCH

BOTTOM, THE ENGINEER SHALL BE NOTIFIED, AND APPROPRIATE DEWATERING SHALL BE

IMPLEMENTED TO LOWER THE WATER LEVEL BELOW THE TRENCH BOTTOM. THE BACKFILL

MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTIONS OF THE SPECIFICATIONS,

OR AS ORDERED BY THE ENGINEER.

TRENCH SECTION - TYPE I TRENCH SECTION - TYPE II TRENCH SECTION - TYPE III

NOTES:

EM

BE

D M

EN

T

SE

E

SP

EC

S

TR

EN

C H

D

EP

TH

PI

PE

Z O

N E

BA

C

KF

IL

L

SE

E

SP

EC

S

NOTE 3 NOTE 3

NOTE 2

NOTE 3

PI

PE

Z O

N E

BA

C

KF

IL

L

SE

E

SP

EC

S

PI

PE

Z O

N E

BA

C

KF

IL

L

SE

E

SP

EC

S TR

EN

C

H D

EP

TH

TR

EN

C H

D

EP

THNOTE 2

C-601

TRENCH SECTION FLEXIBLE PIPE

REV 010119

10" BEDDING

SEE SPECS

10" BEDDING

SEE SPECS

1'-6" FINAL

BACKFILL

SEE SPECS

1'-6" FINAL

BACKFILL

SEE SPECS

SE

E

N O

TE

SE

E

N O

TE

8" CAST IRON SOIL PIPE

CRUSHED ROCK

GATE VALVE INSTALLATION

FINISH GRADE

CONCRETE COLLAR

12" MAX

BUTTERFLY VALVE

10-1/4" DIA TRAFFIC BOX WITH

CAST IRON FRAME AND COVER

MARKED [ * ]

PROVIDE VALVE STEM

EXTENSION WHERE DEPTH

TO OPERATOR EXCEEDS 2'

(SEE DETAIL RIGHT) 1 1/4" DIA STEEL SHAFT

EXTENSION MACHINE

TO MATCH NUT

ADAPTOR TO FIT AWWA

SQUARE NUT

PROVIDE PROTECTIVE COATING TO EXTERIOR SURFACE OF VALVE BODY

IN ACCORDANCE WITH SPECS.

1/8" FLAT PL

CENTERING GUIDE

1/8"

2" AWWA SQUARE

OPERATING NUT

NOTES:

BLOCKS

2 - 2"x2"x12" LONG

2', MIN

1/8"

C-640

BURIED VALVE INSTALLATION

REV 010119

C-641

VA

R

IE

S

VA

R

IE

S

12"

MIN12"

MIN

4" M

IN

6" M

IN

8"

MIN

PIPELINE

EXISTING PIPE OR DUCT

COMPACTED BACKFILL

SEE C-601/C-602

1/2" THICK NEOPRENE

SPONGE BETWEEN PIPE

AND CONCRETE

CONCRETE FULL WIDTH OF TRENCH,

PROVIDE CONCRETE FOOTING WITH

MINIMUM DEPTH OF 6"

ALL NON-METALLIC

PIPES, CONDUITS AND

SEWERS 1/2" THICK EXPANSION

JOINT FILLER MATERIAL

CONCRETE SUPPORT

ALTERNATE LOCATION FOR

REPAIR CLAMP AND CONC

BLOCK FOR TRENCH WITH

SLOPING SIDES

REPAIR CLAMP

ENCASED IN

CONCRETE (TYP)

EXISTING VCP OR

CONC PIPE

REPLACE VCP OR CONC PIPE

WITH CLASS 150 CAST IRON PIPE

BACKFILL TO BE BROUGHT

UP UNIFORMLY ON BOTH

SIDES OF CONC SUPPORT

1. UNDERGROUND UTILITY SUPPORTS ARE TO BE PROVIDED

WHEN MINIMUM CLEARANCE OF 12 INCHES CANNOT BE

PROVIDED.

2. EXISTING PIPE OR DUCT SHALL BE FIRMLY SUPPORTED

DURING INSTALLATION OF NEW PIPE AND SUPPORT.

SEWER CONNECTION ACROSS PIPE TRENCH

NOTES:

NOTE:

PIPE

SECTION

A

A

C-608

UNDERGROUND UTILITY SUPPORT

REV 010119

PIPE OD+8" WIDTH OF DUCT+8

(B O

TT

O

M O

F C

O N

C F

TG

T

O

BE

S

ET

B

EL

O W

FR

O

ST

L

IN

E)

GATE AND CORNER POSTS

WIDTH/2

TYP

H

EI

G H

T

TO

M

AT

C H

F

EN

C E

GATE WIDTH (AS SHOWN ON PLANS)

4"

3' -6

M

IN

XXX

XXX

XXX

X

X

X

XXXX

XXX

XXX X

X

1/

2" C

LE

AR

SE

E

N O

TE

NOTES: FG

(TYP)

SHALL BE 12" OR 5xPOST

DIAMETER, WHICHEVER IS

GREATER

4" DIA GATE

POST (TYP)

PLUNGER BAR TYPE

LOCKABLE LATCH W/

CENTER STOP SET IN

CONCRETE

3 ROWS

BARBED WIRE

TOP RAIL

STRETCHER

BAR

STRETCHER

BAR BANDS

INTERNAL BRACE

AT CORNERS

AND GATES

PAVEMENT

MATERIAL

SEE NOTE 3

3/8" TRUSS

ROD ASSEMBLY

(TYP)

TENSION

WIRE

1. SEE SPECIFICATIONS FOR

FENCE MATERIAL, COATINGS,

AND INSTALLATION REQUIREMENTS.

2. SEE SPECIFICATIONS FOR

CLEARANCES IN SNOW REGIONS.

3. 12" DIAMETERx18" DEEP

CONCRETE STOP W/

20 GA STEEL PLUNGER

SLEEVE, DIA = ROD OD +1/2".

C-102

DOUBLE LEAF GATE

REV 010119

C-101

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

REUSE BUILDING

CIVIL STANDARD DETAILS - 1

C-1 9

D. WHITBECK S. FARNAM C.SMITH

2" CHAMFER

VALVE BOX

CONCRETE

#4 TIE/HOOP

VALVE BOX

SET 3" ABOVE GRADE

IN PARKWAY AND

SIMILAR AREAS

SET FLUSH IN

PAVED AREAS

1/2" EXPANSION

JOINT MATERIAL ALL

AROUND IN PAVED

AREAS

SECTION

PLAN

6"

SQ

O

R D

IA

SE

E

PL

AN

C-641

VALVE BOX COLLAR

REV 010119

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

REUSE BUILDING

CIVIL STANDARD DETAILS - 2

C-2 10

D. WHITBECK S. FARNAM C. SMITH

W W

W W

S S S

HOLDING HOUSE

ADMINISTRATION

BUILDING

ELECTRICAL SERVICE, APPROX

EFFLUENT POND

M cC

AR

TH

Y

LA

N E

G R

EE

N

H O

U

SE

RESEARCH

PAD

DOMESTIC WATER

14" FWPR

RACEWAY

10" FWR 6" FWR

2" DW

6" FWR

8" FWR 8"

RW

8" RWD

4' FWPR 4' FWPR

8" WWD, TYP

6" RW

6" FWR

2" DW

6" RWD, TYP

8" RWD

6" FWPR

4" FWPR, TYP

6" FWPR

18" FWPR

24" RWD

14" RW, CAPPED 14" RW

14" FWPR

6" FWPR

24" WWD

4" FWPR

24" WWD

12" WWD

12" WWD & 8" WWD, BYPASS

6" FWPR

24" RWD

8" WWD

8" WWD

6" FWR

12" RWD

14" FWPR

12" WWD

12" RWD

15" RWD

12" RWD

10"

RWD

10" WWD

6" FWPR

6" FWPR

8" WWD

8" RW

4" FWPR

4" FWPR

4" FWPR

4" FWPR

6" FWPR

8" WWD

4" FWPR

6" FWPR

10" RW, CAPPED10" RW

14" FWPR

8" WWD

4" FWPR

6" FWPR

12" WWD

6" FWPR

12" WWD

4" FWPR

6" FWPR

10" RW

8" WWD

8" RW

12" WWD

6" FWPR

8" FWPR

6" RW

10" WWD

12" WWD

6" RW

12" RWD

6" RW

10" RWD

10" FWPR

6" FWPR

10" FWR

6" RW

VEHICLE &

MAINTENANCE BUILDINGS

PRESSURE SUSTAINING

VALVE VAULT

INFLUENT BUILDING

UTILITY

TRANSFORMER

ELECTRICAL SERVICE

DISTRIBUTION PANEL

REUSE BUILDING

MH No. 8

EFFLUENT PUMP STATION & CHLORINATION

CHLORINATION BUILDING

ELECTRICAL SERVICE,

ABANDONED

8" WWD, CAPPED

6" FWPR

6" FWPR

FLOATING BAFFLE

4" FWPR, TYP

4" D

4" D

3/4" UW

PLAN

NORTH

47.136°APPROX

LEGEND

D - DRAIN FROM REUSE BUILDING

DW - DOMESTIC WATER

FW - FRESH WATER

RW - REUSE WATER

RWD - REUSE WATER DRAIN

UW - UTILITY WATER

WWD - WASTE WATER DRAIN

- VALVE

1" = 100'

2001000

OFDWGNO.

WATER REUSE PROJECT

EXISTING YARD PIPING PLAN

1C-1 11

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

SHEET NOTES:

1. ALL EXISTING BURIED PIPING SHOWN IS APPROXIMATE.

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0

W W

W W

S S S

HOLDING HOUSE

ADMINISTRATION

BUILDING

ELECTRICAL SERVICE, APPROX

EFFLUENT POND

G R

EE

N

H O

U

SE

RESEARCH

PAD

DOMESTIC WATER

RACEWAY

10" FWR 6" FWR

2" DW

6" FWR

8" FWR 8"

RW

8" RWD

4' FWPR 4' FWPR

8" WWD, TYP

6" RW

6" FWR

2" DW

6" RWD, TYP

8" RWD

6" FWPR

4" FWPR, TYP

6" FWPR

18" FWPR

14" FWPR

24" RWD

14" RW, CAPPED 14" RW

14" FWPR

6" FWPR

24" WWD

4" FWPR

24" WWD

12" WWD

12" WWD & 8" WWD, BYPASS

6" FWPR

24" RWD

8" WWD

8" WWD

6" FWR

12" RWD

14" FWPR

12" WWD

12" RWD

15" RWD

12" RWD

10" RWD

10" WWD

6" FWPR 6" FWPR

8" WWD 8" RW

4" FWPR 4" FWPR 4" FWPR

4" FWPR

6" FWPR

8" WWD

4" FWPR

6" FWPR

10" RW, CAPPED10" RW

14" FWPR

8" WWD

4" FWPR

6" FWPR

12" WWD

6" FWPR

12" WWD

4" FWPR

6" FWPR

10" RW

8" WWD

8" RW

12" WWD

6" FWPR

8" FWPR

6" RW

10" WWD

12" WWD

6" RW

12" RWD

6" RW

10" RWD

10" FWPR

6" FWPR

10" FWR

6" RW

VEHICLE &

MAINTENANCE BUILDINGS

PRESSURE SUSTAINING

VALVE VAULT

INFLUENT BUILDING

UTILITY

TRANSFORMER

ELECTRICAL SERVICE

DISTRIBUTION PANEL

REUSE BUILDING

MH No. 8

EFFLUENT PUMP STATION & CHLORINATION

CHLORINATION BUILDING

ELECTRICAL SERVICE,

ABANDONED

8" WWD, CAPPED

6" FWPR

6" FWPR

GENERATOR PAD

FLOATING BAFFLE

4" FWPR, TYPEAA BUILDING

X X

X X X X

X X

XXXX

PLAN

NORTH

47.136°APPROX

1" = 100'

2001000

OFDWGNO.

WATER REUSE PROJECT

PROPOSED YARD PIPING PLAN

1C-2 12

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

RW PIPING IMPROVEMENTS, SEE

SHEET 3M-1

NEW REUSE CONNECTION TO

GREENHOUSE, SEE SHEET 4M-1

REUSE BLDG AREA PLAN,

SEE SHEET 1C-3

SHEET NOTES:

1. FACILITY TO REMAIN IN SERVICE THROUGHOUT DURATION OF

CONSTRUCTION. COORDINATE WITH OWNER TO SCHEDULE PIPING

CONNECTIONS TO ALLOW OPERATIONS TO CONTINUE. IN ADDITION,

CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO AREAS TO BE

DEFINED BY STAFF THROUGHOUT THE DURATION OF CONSTRUCTION.

2. ALL EXISTING BURIED PIPING SHOWN IS APPROXIMATE. PRIOR TO

EXCAVATION, CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES

INCLUDING ALL DOMESTIC WATER, PROCESS WATER, SEWER, STORM

DRAIN, BURIED ELECTRICAL POWER, COMMUNICATIONS LINES OR

OTHERS. CONTRACTOR SHALL POTHOLE TO DETERMINE LOCATION OF

UTILITIES. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

UNDERGROUND UTILITIES FROM DAMAGE. EXISTING UTILITIES SHALL

BE SUPPORTED IN ACCORDANCE WITH STANDARD DETAIL C-608.

3. VERIFY PIPE LOCATIONS AT ALL CROSSINGS AND CONNECTIONS. FOR

COORDINATION, NOTIFY COTR OF ANY VARIATIONS OR ADJUSTMENTS

NECESSARY AT CROSSINGS OR CONNECTIONS. FOR REFERENCE,

REFER TO ORIGINAL HATCHERY DESIGN DRAWINGS.

4. PIPES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD DETAIL

C-601. FOR ALL PIPING, STRAIGHT SLOPES SHALL BE MAINTAINED

BETWEEN INVERT ELEVATIONS SHOWN OR SPECIFIED.

5. PROVIDE MECHANICAL JOINT THRUST RESTRAINT AT ALL BURIED PIPE

FITTINGS, EBAA IRON SERIES 200PV OR EQUIVALENT.

6. AT COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE

ASPHALT PAVING AND GRAVEL SURFACING IN ALL WORK AREAS AND

AT ANY LOCATIONS DAMAGED BY CONSTRUCTION, INCLUDING

HATCHERY ACCESS ROAD. RESTORE TO EXISTING ELEVATIONS AND

MAINTAIN EXISTING DRAINAGE FOR GRAVEL SURFACING, SEE

STANDARD DETAIL C-132.

7. CONTRACTOR SHALL PROPERLY DISPOSE OFF SITE OF ALL DEBRIS

FROM DEMOLITION AT CONTRACTORS EXPENSE.

8. AT COMPLETION OF CONSTRUCTION, HYDROSEED ALL LANDSCAPED

AREAS THAT WERE DISTURBED. SEED MIX SHALL BE KING'S SHORT

NATIVE GRASS MIX AS PROVIDED BY DOUGLASS KING SEEDS OR

APPROVED EQUAL. SEED RATE 6#/1000 SF. INSTALL BY

BROADCASTING AND RAKE OR DRAG TO LIGHTLY COVER SEED TO A

DEPTH OF NOT MORE THAN 1/4" DEPTH.

9. GRAVEL ROAD RESTORATION WORK ONLY REQUIRED IF THE WORK

CAUSES SIGNIFICANT DISTURBANCES TO THE EXISTING ROADS.

NATIVE MATERIAL MAY BE REUSED BUT MUST FIRST BE APPROVED BY

THE GOVERNMENT AND SHALL MEET GRADATION AND COMPACTION

REQUIREMENTS EQUIVALENT TO NEWLY IMPORTED MATERIAL.

LEGEND

RW - REUSE WATER

- VALVE

4" FWPR

6" RW

6" FWPR

8" RW

6" RW

CUT & CAP EXISTING 6" REUSE

PIPE CONNECTION TO FWPR

DETAIL

NTS

1C-2 1C-2

1C-2 1C-2

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 02/09/2024

642F-TX-831-80.0

GRAVEL ROAD

RESTORATION AREA

SEE NOTE 9

C-132

REUSE BUILDING

6" RWD(19)

6" FWC(16)

XXXXXX

X X

X X

X X

X X

X X

X X

X

X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXX

EXISTING SLAB

NEW HOUSEKEEPING PAD

2'-9"x12'-0"x8" THICK IN FRONT

OF EXISTING PANELS

ACCESS ROAD,

SEE NOTE 1

C-132

GRAVEL ROAD

RESTORATION

SEE NOTE 1

GRAVEL ROAD

EXTENSION

12' VEHICLE GATE

C-102 12' VEHICLE GATE

C-1033' PEDESTRIAN

GATE

DRUM FILTER

VAULT, EXISTING

SOLIDS STORAGE

TANK, EXISTING

C-1018' FENCE

3/4" UW(16)

6"RW(16)6"RW(16)

CO2 BOTTLE STORAGE

6" D(16)

GRAVEL FILL IN AREA

BETWEEN SLABS

EMERGENCY GENERATOR PAD

5'-0" x 13'-0" x 12" THICK

2" SL(16)

2' -9

12'-0"

5' -0

'-0

3' -0

42'-0"

8' -0

13'-0" 5'-0"

87'-0"

23'-0" 2'-0"

1' -3

'-0

1'-0"

C-132

C-102

GUARD POST,

TYP, EXISTING

EXISTING SLAB

SCREEN FILTER

BACKWASH DRAIN

EDGE OF

GRAVEL ROAD

1' -0

(T

YP

OFDWGNO.

WATER REUSE PROJECT

REUSE BUILDING

CIVIL DETAILS

1C-3 13

D. WHITBECK S. FARNAM C. SMITH

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 08/16/2023

642F-TX-831-80.0

PLAN

NORTH

47.136°APPROX

REUSE BUILDING AREA PLAN

SCALE: 1" = 10'

SHEET NOTES:

1. CONTRACTOR SHALL REPAIR AND RESTORE GRAVEL ROAD

SURROUNDING REUSE BUILDING INCLUDING DRIVEWAY

CONNECTIONS TO MAIN GRAVEL ROAD.

2. PROTECT ALL EXISTING CONCRETE SLABS AND ELECTRICAL PANELS

IN THE REUSE BUILDING AREA.

3. NEW MECHANICAL AND ELECTRICAL EQUIPMENT NOT SHOWN, SEE

RESPECTIVE DISCIPLINE DRAWINGS.

4. RESTORE GRASS LANDSCAPING INSIDE AND AROUND NEW SLABS

AND FENCING POST CONSTRUCTION.

10 20

1" = 10'

0 5

DRAWN:DESIGN: CHECK:

SHT. NO.

DIVISION OF ENGINEERING

U.S. FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

SEQ. NO.

OF

DRAWING FILENAME AND NUMBER DATE: 02/09/2024

642F-TX-831-80.0 OFDWGNO.

WATER REUSE PROJECT

NOTES-1

STRUCTURAL

S-1 14

B. WEIDERT P. ALEXANDER B. WEIDERT

TEXASHAYS

SAN MARCOS AQUATIC RESOURCES CENTER

GENERAL

1. THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE

SPECIFICALLY INDICATED OTHERWISE.

2. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL

EQUIPMENT SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ANCHORAGE, LOCATIONS, TYPES, AND PATTERNS SHALL BE VERIFIED WITH THE

MANUFACTURER. ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY OF

PLACEMENT.

3. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS,

RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY

OTHER CONTRACT DRAWINGS OR MANUFACTURER REQUIREMENTS, SHALL BE PROVIDED

FOR PRIOR TO PLACING CONCRETE.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORS, INSERTS, REGLETS

AND EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL, AND

ELECTRICAL DRAWINGS FOR SLEEVES, BLOCKOUTS, AND OTHER OPENINGS.

5. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, CONCRETE

THICKNESSES AND CONCRETE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF

CONSTRUCTED ELEMENTS PREVENT THE CONTRACTOR FROM PERFORMING WORK AS

SHOWN IN THE CONSTRUCTION DOCUMENTS, THE ENGINEER OF RECORD SHALL BE

NOTIFIED (IN WRITING). NO WORK SHALL BE PERFORMED PRIOR TO THE ENGINEER OF

RECORD'S REVIEW OF THE EXISTING CONDITION(S) AND ALLOWED THE OPPORTUNITY TO

PROVIDE AN AGREED UPON SOLUTION. ANY WORK PERFORMED PRIOR TO THE ISSUANCE

OF THE ENGINEERED SOLUTION WILL BE AT THE CONTRACTOR'S RISK AND IS SUBJECT TO

REMOVAL AT THE EXPENSE OF THE CONTRACTOR.

6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT

DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL

SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP

DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.

7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

8. THERE SHALL BE NO DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS UNLESS

APPROVED BY THE ENGINEER OF RECORD. ANY DEVIATION FROM, ADDITION TO,

SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE

STRUCTURE SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE

ENGINEER OF RECORD FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW

DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES

ARE BEING SUGGESTED.

EXISTING STRUCTURE AND CONDITIONS

1. CONTRACTOR IS TO NOTIFY ENGINEER OF QUESTIONABLE EXISTING STRUCTURAL

COMPONENTS AND FRAMING CONNECTIONS WHEN ENCOUNTERED.

2. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS

THAT WILL BE CONNECTED TO NEW COMPONENTS PRIOR TO FABRICATION AND

INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING

DIMENSIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES.

CODES

1. BUILDING CODE: INTERNATIONAL BUILDING CODE 2015

2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE ACI 318-14.

DESIGN LIVE LOADS

1. MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE REFERENCED

INTERNATIONAL BUILDING CODE (IBC). DESIGN LOADS ARE (IN PSF):

A. MECHANICAL AREAS

B. FIXED EQUIPMENT: DESIGNED FOR ACTUAL WEIGHT OF EQUIPMENT

WIND DESIGN DATA

1. THE FOLLOWING WIND LOAD DATA WAS USED IN THE DESIGN OF THE STRUCTURE:

A. BASIC WIND SPEED (3 SECOND GUST)....................................105 MPH

B. EXPOSURE CATEGORY..............................................................C

C. INTERNAL PRESSURE COEFFICIENT........................................N/A

D. RISK CATEGORY..........................................................................I

SEISMIC DESIGN DATA

1. THE FOLLOWING SEISMIC DESIGN DATA WAS USED IN THE DESIGN OF THE STRUCTURE:

A. BUILDING RISK CATEGORY....................................................... .I (TABLE 1.5-1) B. SEISMIC IMPORTANCE FACTOR (Ie).........................................1.00 (TABLE 1.5-2) C. SPECTRAL RESPONSE ACCELERATION (Ss)...........................5.1% g D. SPECTRAL RESPONSE ACCELERATION (S1)...........................2.8 % g E. SEISMIC SITE CLASS....................................................................D F. SPECTRAL RESPONSE COEFFICIENT (Sds)..............................5.5 % g G. SPECTRAL RESPONSE COEFFICIENT (Sd1)..............................4.5% g H. SEISMIC DESIGN CATEGORY....................................................A (TABLE 11.6-2)

SNOW DESIGN DATA

1. THE FOLLOWING SNOW LOAD DATA WAS USED IN THE DESIGN OF THE STRUCTURE:

A. GROUND SNOW LOAD (Pg)........................................................5 PSF B. FLAT ROOF SNOW LOAD (Pf).....................................................6 PSF C. SNOW EXPOSURE FACTOR (Ce)...............................................1.00 D. THERMAL FACTOR (Ct)...............................................................1.00 E. IMPORTANCE FACTOR (Is).........................................................1.10

FOUNDATIONS

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE RECOMMENDATIONS IN REFERENCED

IBC.

A. ALLOWABLE BEARING PRESSURE………………………..1500 PSF

CONCRETE

1. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:

CLASS C: FOUNDATIONS - SLABS & PADS

a.28 DAY STRENGTH......................................................... 4,000 PSI b.AGGREGATE TYPE......................................................... ASTM C33 c.AGGREGATE SIZE.......................................................... 1 INCH MAXIMUM d.SLUMP............................................................................. 4-6 INCHES e.WATER / CEMENTITIOUS RATIO.................................... 0.45

f. ALLOWABLE FLY ASH REPLACEMENT......................... 20% g.AIR ENTRAINMENT......................................................... NONE h.ACI 318 EXPOSURE CLASSES....................................... F0, S0, P0, C0

FOR FENCE POSTS, 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI IS ALLOWED.

2. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS SHALL BE PERMITTED ONLY

WHERE INDICATED ON THE DRAWINGS. ALL VERTICAL CONSTRUCTION JOINTS SHALL BE

MADE AT THIRD POINTS IN ACCORDANCE WITH TYPICAL DETAILS. CONTRACTOR SHALL

SUBMIT PROPOSED LOCATIONS FOR CONSTRUCTION JOINTS NOT SHOWN ON DRAWINGS

FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. ADDITIONAL

CONSTRUCTION JOINTS MAY REQUIRE ADDITIONAL REINFORCING AS SPECIFIED BY THE

ENGINEER WHICH SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO

THE OWNER.

3. ROUGHEN THE SURFACE OF ALL CONSTRUCTION JOINTS SO THAT THE AGGREGATE IS

EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED

CONCRETE.

4. ALL CONCRETE SHALL BE DESIGNED, MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE

WITH THE LATEST SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE.

5. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI

318-11 SECTION 6.3 (OR ACI 318-14 SECTION 20.7 AND 26.8), INCLUDING THE FOLLOWING:

a.CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM (OTHER THAN THOSE

PASSING THROUGH) SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE

OVERALL THICKNESS OF THE SLAB, WALL, OR BEAM IN WHICH THEY ARE EMBEDDED.

b.CONDUITS, PIPES AND SLEEVES SHALL NOT BE SPACED CLOSER THAN THREE

DIAMETERS OR WIDTHS ON CENTER.

REINFORCING STEEL

1. DEFORMED BAR CONCRETE REINFORCEMENT FOR STRUCTURES IS TO CONFORM TO ASTM

A615 GRADE 60 UNLESS OTHERWISE NOTED.

2. REINFORCEMENT IS TO BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE LATEST

EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" AND THE ACI "MANUAL OF

STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" (ACI 315).

3. ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED.

FOREIGN STEEL SHALL NOT BE UTILIZED WITHOUT PRIOR APPROVAL FROM THE

STRUCTURAL ENGINEER. THE APPROVAL PROCESS SHALL TAKE PLACE DURING BIDDING

TIME. ANY REQUEST TO UTILIZE FOREIGN STEEL MADE AFTER BIDDING SHALL BE

REJECTED.

4. REINFORCEMENT BAR BENDS ARE TO BE MADE COLD.

5. REINFORCEMENT IS TO BE SUPPORTED ON CHAIRS PROVIDING THE FOLLOWING MINIMUM

CONCRETE COVER:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..........................3 IN

FORMED, EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS...............................................................................2 IN #5 BAR, W31 OR D31 WIRE, AND SMALLER..............................................1 1/2 IN

6. UNLESS OTHERWISE DETAILED, HOOKS ARE TO BE ACI STANDARD 90-DEGREE HOOKS.

7. HOOK TOP AND SIDE REINFORCING BARS AT DISCONTINUOUS ENDS.

STRUCTURAL STANDARD DETAILS

STANDARD DETAILS ON SHEETS S-3 AND S-4 ARE TO BE USED

WHEN REFERRED TO OR WHEN NO OTHER MORE RESTRICTIVE

OR DIFFERENT DETAILS ARE INDICATED ON THE DRAWINGS.

DETAILS NOT PERTAINING TO THE PROJECT ARE MARKED

THUS

POST-INSTALLED ANCHORS

1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO

INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

3. INSTALLER TRAINING: CONDUCT A THOROUGH TRAINING WITH THE MANUFACTURER OR

THE MANUFACTURER'S REPRESENTATIVE FOR THE PROJECT WHICH POST-INSTALLED

COMPONENTS ARE SPECIFIED/APPROVED. TRAINING IS TO CONSIST OF A REVIEW OF THE

COMPLETE INSTALLATION PROCESS FOR DRILLED-IN-ANCHORS. COPIES OF TRAINING

CERTIFICATES MUST BE SUBMITTED TO THE ENGINEER OF RECORD.

4. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S

WRITTEN INSTRUCTIONS. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL

TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND

AVAILABILITY.

5. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH

EXISTING REBAR.

6. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE

ANCHORS PER THE APPLICABLE BUILDING CODE.

7. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL

BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD.

8. CONCRETE ANCHORS:

A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED

CONCRETE RECOGNITION. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:

a.SIMPSON STRONG-TIE “TITEN-HD” ……………………………………………..ICC-ES ESR-2713 b.SIMPSON STRONG-TIE “STRONG-BOLT 2”.......................................................ICC-ES ESR-3037 c.DEWALT/POWERS “POWER BOLT +”.................................................................ICC-ES ESR-3260 d.DEWALT/POWERS “WEDGE-BOLT+”..................................................................ICC-ES ESR-2526 e.HILTI “KWIK BOLT TZ 2”........................................................................................ICC-ES ESR-1917

f. HILTI "KB-VTZ".......................................................................................................ICC-ES ESR-3904

B. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED

CONCRETE RECOGNITION. PRE-APPROVED ADHESIVE ANCHORS INCLUDE:

a.SIMPSON STRONG-TIE “SET-XP".......................................................................ICC-ES ESR 2508 b.DEWALT/POWERS “AC100+ GOLD”....................................................................ICC-ES ESR-2582 c.DEWALT/POWERS "PURE 11+"....................................................................