2350_16 0149 2350 As Built full set.pdf

CADET

CATM

BCT

CEMETERY

EISENHOWER

GOLF COURSE

WASTE TREATMENT PLANT

COMMUNITY CENTER

SERVICE AND

PINE VALLEY HOUSING

DOUGLASS VALLEY HOUSING

HOSPITAL

OFFICERS'

SENIOR OFFICERS'

HOUSING

GE AND FERL

AIRFIELD

ROD AND GUN CLUB

SUPPLY AREA

VISITOR CENTER

NONPOTABLE

RESERVOIR #4

NONPOTABLE

RESERVOIR #3

NONPOTABLE

RESERVOIR #2

NONPOTABLE

RESERVOIR #1

POTABLE

RESERVOIR #1

POTABLE

RESERVOIR #2

POTABLE

RESERVOIR #4

POTABLE

RESERVOIR #3

KETTLE LAKES

RECREATION AREA

THUNDERBIRD

AIRMAN

AIRFIELD

OPERATIONS

EQUESTRIAN

CENTER

VOQ

CLUB

OVERLOOK #2

OVERLOOK #3

ACA

DEM

Y D

RIV

E

NOR

TH

GATE

BLV

D

A C A D E M Y

D R

IV

E

INTERIOR DRIVE

ACAD

EMY

DRIVE

CROSS

DRIV

E

PARA

DE LO

OP STAD

IU

M

BLVD

COMMUNITY CENTER DRIVE

PINE DRIVE

SO

U

TH

GATE BLVD

SOUTH ENTRANCE

NORTH ENTRANCE

S

TA

D

IU

M

B

LV

D

STADIUM

INTERQUEST PKWY

BRIARGATE

PKWY

NORTHGATE ROAD

FIE

LD

H

OU

SE

D R.

CADET DRIVE

CADET DRIVE

AREA

ATHLETIC

FIELDS

DEADMAN'S LAKE

FAMCAMP

FALCON

AUTO AND

WOOD CRAFTS

FIRE ROAD 701

PLANT #1

PLANT #3

PLANT #2

CITY TREATMENT PLANT

PI

NE

D

RI

VE

JACK'S VALLEY ROAD

MUNITIONS

STORAGE AREA

CONTRACTOR

STAGING AREA

HEAT PLANT

AOG

PREP SCHOOL

AIR ACADEMY

HIGH SCHOOL

DOUGLASS VALLEY

ELEMENTARY

SOUTH GATE

NORTH GATE

MAIN

AUXILIARY

AIRFIELD

AARDVARK

BASE CIVIL ENGINEERS

BLDG 8120

BASE CONTRACTING

BLDG 8110

OVERLOOK

IN

TE

RI

O R D

RI

VE

ACADEMY DRIVE

OVERLOOK #1

BLDG 8486 PASS AND

REGISTR. FACILITY

PROJECT

LOCATION

DWG NO.

XQPZ 16-0149

G-001

DRAWING INDEX

DRAWING TITLE

COVER SHEET AND INDEX

REPAIR HTHW PIPING

MITCHELL HALL 2350

SCALE:1"=2000'-0"

0 2000'2000' 1000'

NN

= ACCESS ROUTE

G-002 GENERAL NOTES

M-101 MECHANICAL ROOM 200 PIPING PLAN

M-601 MECHANICAL ROOM 200 SCHEMATIC

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A E

P r o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

G

D

W G

X Q

Z

R E

P A

I R

H

T H

W

P

I P

I N

G

M I T

C H

E L

L

H

A L

L

C O

V E

R

S

H E

N

D E

X

G-001

D

V

A

D

L E

K

C

A S

E Y

D

V

L E

N A

DATE: ___________

AS-BUILT DRAWING

06/24/19

Corporate Office 2270 La Montana Way, Ste 101 Colorado Springs, Colorado 80918 719.265.6670

AutoCAD SHX Text

AIR FORCE ACADEMY

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AREA

KEYMAP

LEGEND:ABBREVIATIONS:

SECTION NUMBER

SECTION

SHEET NUMBER

DETAIL BUBBLE:

DETAIL NUMBER

DETAIL SHEET WHERE

DETAIL IS DRAWN

DETAIL SHEET WHERE

DETAILS IS CALLED OUT

SECTION BUBBLE:

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

G

D

W G

G-002

N A

D

V

L E

K

C

A S

E Y

N A

D

V

L E

G E

N E

R A

L

N

O T

E S

R E

P A

H

W

P

I P

I N

G

M I T

C H

E L

L

H

A L

L

X Q

DATE: ___________

AS-BUILT DRAWING

06/24/19

Corporate Office 2270 La Montana Way, Ste 101 Colorado Springs, Colorado 80918 719.265.6670

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

ENVIRONMENTAL NOTES:

AutoCAD SHX Text

1. ANY WELDING, CUTTING, BRAZING, SOLDERING OR OPEN FLAME MUST ANY WELDING, CUTTING, BRAZING, SOLDERING OR OPEN FLAME MUST HAVE A BURN PERMIT ISSUED FOR THE SPECIFIC WORK AREA WHICH WORK IS TO BE PERFORMED. CONTACT PERSONNEL AT FIRE STATION #3 AT 719-333-4433. 2. FIRE EXTINGUISHERS MUST BE KEPT ON HAND AROUND HEAT PRODUCING FIRE EXTINGUISHERS MUST BE KEPT ON HAND AROUND HEAT PRODUCING EQUIPMENT AT ALL TIMES. 3. FLAMMABLE AND COMBUSTIBLE MATERIAL MUST BE STORED SAFELY WHEN FLAMMABLE AND COMBUSTIBLE MATERIAL MUST BE STORED SAFELY WHEN NOT IN USE AND DURING OPEN FLAME OPERATIONS. 4. WORK SITE MUST BE KEPT NEAT, ALL DEBRIS HAULED AWAY FROM THE WORK SITE MUST BE KEPT NEAT, ALL DEBRIS HAULED AWAY FROM THE SITE ON A DAILY BASIS OR MORE FREQUENTLY AS NEEDED. 5. SMOKING IS NOT ALLOWED IN OR AROUND THE WORK SITE. COORDINATE SMOKING IS NOT ALLOWED IN OR AROUND THE WORK SITE. COORDINATE A DESIGNATED SMOKING AREA AS NECESSARY. 6. ALL EMERGENCY REPORTING ON THE ACADEMY: DIAL 911. ALL EMERGENCY REPORTING ON THE ACADEMY: DIAL 911. 7. CONTACT 719-333-2051 FOR ASSISTANCE. CONTACT 719-333-2051 FOR ASSISTANCE.

AutoCAD SHX Text

FIRE PROTECTION NOTES:

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

1. EXISTING UTILITY LINES ARE PRESENT IN THE PROJECT AREA, INCLUDING BUT EXISTING UTILITY LINES ARE PRESENT IN THE PROJECT AREA, INCLUDING BUT NOT LIMITED TO: TELECOM, GAS, ELECTRIC, WATER, AND SANITARY SEWER. EXISTING UTILITIES HAVE NOT BEEN POTHOLED OR SURVEYED, AND HAVE BEEN SHOWN ON THESE DRAWINGS BASED ON CAD INFORMATION PROVIDED BY USAFA. IT IS ASSUMED THAT UTILITIES EXIST IN THE PROJECT AREA IN ADDITION TO WHAT IS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND EQUIPMENT PRIOR TO EXCAVATION. 2. CONTRACTOR SHALL OBTAIN AN APPROVED EXCAVATION PERMIT (AF FORM 103) CONTRACTOR SHALL OBTAIN AN APPROVED EXCAVATION PERMIT (AF FORM 103) FROM THE 10th CIVIL ENGINEER SQUADRON (CES) PRIOR TO ANY TRENCHING, EXCAVATION, OR EARTHWORK. URGENT REPAIR EXCAVATION PERMITS MUST BE REQUESTED BEFORE BEGINNING WORK. COORDINATE THE PERMIT REQUEST THROUGH THE 10 CES CONSTRUCTION MANAGER. COORDINATE WITH THE 10 CES CONSTRUCTION MANAGER TO SCHEDULE UTILITY LOCATES PRIOR TO DIGGING. 3. THE AREA OF WORK FOR THIS PROJECT IS SHOWN ON THE PLANS. CONTRACTOR THE AREA OF WORK FOR THIS PROJECT IS SHOWN ON THE PLANS. CONTRACTOR IS TO LIMIT ALL CONSTRUCTION ACTIVITIES AND DISTURBANCES TO THIS AREA. 4. IN THE EVENT THAT AN EXISTING UTILITY LINE IS DISCOVERED, AND IS NOT IN THE EVENT THAT AN EXISTING UTILITY LINE IS DISCOVERED, AND IS NOT IDENTIFIED ON THE DRAWINGS, THE CONTRACTOR SHALL SURVEY THE SAID UTILITY AND NOTIFY THE GIS DEPARTMENT (719-333-3749) TO BE RECORDED INTO THE AFA GIS MAPPING SYSTEM. 5. THE AIRFIELD MANAGER (AFM) WILL ESTABLISH HAUL ROUTES TO AND FROM THE THE AIRFIELD MANAGER (AFM) WILL ESTABLISH HAUL ROUTES TO AND FROM THE CONSTRUCTION SITES. THE CONTRACTOR SHALL MAINTAIN ALL HAUL ROUTES CLEAR OF FOREIGN OBJECT DEBRIS (FOD) AT ALL TIMES. AT NO TIME WILL THE CONTRACTOR OPERATE OR PARK ANY EQUIPMENT ON THE ACTIVE AIRFIELD OPERATIONAL AREA. EQUIPMENT PARKING AND LAYDOWN AREA MUST BE APPROVED BY THE AFM.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL HEED THE USAFA ENVIRONMENTAL STANDARDS. CONTACT THE CONTRACTOR SHALL HEED THE USAFA ENVIRONMENTAL STANDARDS. CONTACT SYLVETTE.GOODWIN@US.AF.MIL FROM 10 CES/CEIEC AT 719-333-6716 FOR THE MOST CURRENT FROM 10 CES/CEIEC AT 719-333-6716 FOR THE MOST CURRENT VERSION. 2. GREEN PROCUREMENT - THE CONTRACTOR, 10 DAYS PRIOR TO CONSTRUCTION START, SHALL GREEN PROCUREMENT - THE CONTRACTOR, 10 DAYS PRIOR TO CONSTRUCTION START, SHALL SUBMIT A GREEN PROCUREMENT PROGRAM (GPP) REPORT TO THE 10 CES/CEIEC GPP MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. THE CONTRACTOR SHALL COMPLY WITH THE EPA'S SYLVETTE.GOODWIN@US.AF.MIL. THE CONTRACTOR SHALL COMPLY WITH THE EPA'S . THE CONTRACTOR SHALL COMPLY WITH THE EPA'S COMPREHENSIVE PROCUREMENT GUIDELINES REGARDING THE PURCHASE OF EPA DESIGNATED PRODUCTS. 3. SOLID WASTE - THE CONTRACTOR, ON A MONTHLY BASIS AND WITHIN 10 DAYS FROM PROJECT SOLID WASTE - THE CONTRACTOR, ON A MONTHLY BASIS AND WITHIN 10 DAYS FROM PROJECT COMPLETION, SHALL SUBMIT A SOLID WASTE REPORT TO THE 10 CES/CEIEC SOLID WASTE MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. THE REPORT MUST INCLUDE WEIGHT CONSTRUCTION SYLVETTE.GOODWIN@US.AF.MIL. THE REPORT MUST INCLUDE WEIGHT CONSTRUCTION . THE REPORT MUST INCLUDE WEIGHT CONSTRUCTION DEBRIS DISPOSED AND RECYCLED, ITEMIZED. 4. AIR QUALITY - CONTRACTORS SHALL REMAIN IN COMPLIANCE WITH ALL FEDERAL, STATE, LOCAL, AIR QUALITY - CONTRACTORS SHALL REMAIN IN COMPLIANCE WITH ALL FEDERAL, STATE, LOCAL, DOD AND AIR FORCE AIR QUALITY REQUIREMENTS. CONTRACTORS SHALL FULLY COMPLY WITH THE CONDITIONS OF ALL APPLICABLE COLORADO AIR POLLUTION PREVENTION AND CONTROL ACT AND REGULATIONS AS IDENTIFIED IN 5 CCR 1001: REGULATIONS 1-19. FOR PROJECTS DISTURBING MORE THAN ONE ACRE, BUT LESS THAN 25 ACRES, FOR LESS THAN SIX MONTHS DURATION, CONTRACTORS SHALL SUBMIT A PERMIT APPLICATION TO EL PASO COUNTY WITH COPIES SUBMITTED TO 10 CES/CEIEC. FOR PROJECTS DISTURBING MORE THAN 25 ACRES, OR DISTURBING AN AREA OF ANY SIZE FOR A DURATION LONGER THAN SIX MONTHS, THE CONTRACTOR SHALL SUBMIT AN AIR POLLUTION EMISSION NOTICE (APEN) ALONG WITH ASSOCIATED FEES TO THE STATE. A COPY OF THE APEN WILL BE SUBMITTED TO 10 CES/CEIEC, AIR QUALITY MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. . ANY EQUIPMENT OR ACTIVITY THAT EMITS OR HAS THE POTENTIAL TO EMIT POLLUTANTS OR THAT DISTURBS SOLID OR LIQUID MATERIALS, WHICH CAN BECOME AIRBORNE, IS A SOURCE OF AIR POLLUTION THAT MAY REQUIRE A PERMIT. ACTIVITIES WITH ANTICIPATED AIR EMISSIONS INCLUDE BUT ARE NOT LIMITED TO PAINTING, STRIPPING, CLEANING WITH DEGREASERS OR SOLVENTS, MATERIAL HAULING, DEMOLITION, SAND BLASTING, USE OF FUEL-BURNING EQUIPMENT (OTHER THAN MOTOR VEHICLES), WELDING, USE OF VOLATILE ORGANIC COMPOUNDS OR OZONE-DEPLETING CHEMICALS (ODCS), AND REMEDIATION ACTIVITIES. CONTRACTORS SHALL OBTAIN APPROVAL FOR USE OF HAZARDOUS MATERIALS AS IDENTIFIED IN ITEM 5 HAZARDOUS MATERIALS. IF AIR EMISSION ESTIMATES FOR CRITERIA OR HAZARDOUS AIR POLLUTANTS (HAPS) EXCEEDS THRESHOLD LEVELS (AS DEFINED BY 5 CCR 1001-5: REGULATION NO. 3) THE CONTRACTOR SHALL COMPLETE AN APEN AND/OR CONSTRUCTION PERMIT APPLICATIONS REQUIRED BY CDPHE, AIR POLLUTION CONTROL DIVISION (APCD). CONTRACTORS SHALL SUBMIT THE COMPLETED APEN(S) AND/OR CONSTRUCTION PERMIT APPLICATION(S) TO CDPHE AND PROVIDE A COPY TO 10 CES/CEIEC, AIR QUALITY MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. SYLVETTE.GOODWIN@US.AF.MIL. . CONTRACTORS SHALL ENSURE ALL COMPANY-OWNED AND EMPLOYEE OWNED GASOLINE AND DIESEL VEHICLES WHICH SHALL BE DRIVEN ON USAFA COMPLY WITH THE EMISSIONS INSPECTION REQUIREMENTS OF CDPHE 5 CCR 1001-13: REGULATION NO. 11 (MOTOR VEHICLE EMISSIONS INSPECTION PROGRAM) AND 5 CCR 1001-15: REGULATION NO. 12 (REDUCTION OF DIESEL VEHICLE EMISSIONS). OPEN BURNING ON USAFA IS PROHIBITED. CONTRACTORS SHALL CREATE NO NOXIOUS ODORS THAT VIOLATE COLORADO'S ODOR EMISSIONS REGULATION (5 CCR 1001-4: REGULATION NO. 2). CONTRACTORS SHALL ENSURE ANY EQUIPMENT CONTAINING OZONE-DEPLETING COMPOUNDS (ODC) ARE OPERATED AND MAINTAINED IN ACCORDANCE WITH COLORADO'S CONTROL OF EMISSION OF (ODC) REQUIREMENTS (5 CCR 1001-19: REGULATION NO.15). ALL CONTRACTORS AND SUBCONTRACTOR EMPLOYEES SERVICING ODC CONTAINING EQUIPMENT SHALL BE TRAINED AND EPA CERTIFIED IN ACCORDANCE WITH CDPHE AIR QUALITY REGULATION NO. 15. CONTRACTORS MUST SUBMIT COPIES OF TECHNICIAN AND EQUIPMENT CERTIFICATIONS TO 10 CES/CEIEC PRIOR TO START OF WORK AT SYLVETTE.GOODWIN@US.AF.MIL. ALL CLASS I ODC USE IS PROHIBITED. ANY REQUESTS FOR USE OF . ALL CLASS I ODC USE IS PROHIBITED. ANY REQUESTS FOR USE OF CLASS II ODC MUST BE SUBMITTED IN WRITING TO THE CO FOR REVIEW AND APPROVAL, OTHERWISE, THE USE OF CLASS II ODS IS PROHIBITED. CONTRACTORS SHALL TAKE ACTIVE STEPS TO PREVENT EVAPORATION OF ALL SOLID OR LIQUID MATERIALS THAT HAVE POTENTIAL TO BECOME AIRBORNE INCLUDING BUT NOT LIMITED TO FUELS, SOLVENTS, PAINTS, AND OTHER VOLATILE CHEMICALS UNDER THE CONTRACTOR'S CONTROL. ALL CONTAINERS HOLDING SOLID OR LIQUID MATERIALS THAT HAVE POTENTIAL TO BECOME AIRBORNE SHALL BE CLOSED AT ALL TIMES. WHEN A FUGITIVE PARTICULATE CONTROL PLAN IS NOT REQUIRED BY 5 CCR 1001-3: REGULATION NO. 1, CONTRACTORS SHALL PERFORM ALL FUGITIVE PARTICULATE CONTROL MEASURES NECESSARY TO PREVENT EMISSIONS OF OVER 20 PERCENT OPACITY OR VISIBLE EMISSIONS THAT CROSS USAFA'S PROPERTY BOUNDARIES. CONTRACTORS SHALL MAINTAIN A DAILY LOG OF FUGITIVE PARTICULATE EMISSIONS THAT EXCEED 20 PERCENT OPACITY OR THAT CAUSE VISIBLE EMISSIONS. CONTRACTORS SHALL MAINTAIN A COPY OF THIS LOG ON SITE AT ALL TIMES AND SHALL MAKE IT AVAILABLE FOR REVIEW BY 10 CES/CEIEC, AIR QUALITY MANAGER UPON REQUEST. CONTRACTORS SHALL NOT UTILIZE CUTBACK ASPHALT OR ANY COATING INCLUDED IN THE DEFINITION OF CUTBACK ASPHALT AS DEFINED AT 5 CCR 1001-9: REGULATION NO. 7 DURING THE MONTHS OF MARCH THROUGH SEPTEMBER UNLESS THE CUTBACK ASPHALT IS USED SOLELY AS A PENETRATING PRIME COAT; OR IF THE USER CAN DEMONSTRATE TO CDPHE APCD THAT UNDER THE CONDITIONS OF ITS INTENDED USE THAT THERE WILL BE NO EMISSIONS OF VOLATILE ORGANIC COMPOUNDS TO THE AMBIENT AIR. ALL INFORMATION CONCERNING SUCH WILL BE SENT TO 10 CES/CEIEC, AIR QUALITY MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. . CONTRACTORS SHALL NOT APPLY SAND OR GRAVEL TO USAFA ROADS WITHOUT OBTAINING PRIOR WRITTEN APPROVAL FROM 10 CES/CEIEC, AIR QUALITY MANAGER 719-333-6716. CONTRACTORS SHALL PROPERLY RE-VEGETATE ALL DISTURBED LAND TO PREVENT FUGITIVE PARTICULATE EMISSIONS FOLLOWING THE COMPLETION OF WORK. 5. WATER QUALITY - CONSTRUCTION STORM WATER, IF GREATER THAN OR EQUAL TO ONE (1) ACRE WATER QUALITY - CONSTRUCTION STORM WATER, IF GREATER THAN OR EQUAL TO ONE (1) ACRE OF LAND DISTURBANCE IS CREATED. A STORM WATER CONSTRUCTION ELECTRONIC NOTICE OF INTENT (ENOI) IS REQUIRED TO BE FILED BY THE CONTRACTOR. IF AN ENOI IS REQUIRED, THE CONTRACTOR IS REQUIRED TO PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR TO SUBMITTING THE ENOI. THE SWPPP SHALL COMPLY WITH ALL PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR DISCHARGES FROM CONSTRUCTION ATIVITIES, GENERAL PERMIT NO. COR12000F. PLEASE REFER TO THE USAFA AND CONTRACTOR STORM WATER PERMITTING GUIDANCE DOCUMENT FOR INSTRUCTION. THE SWPPP MUST BE APPROVED BY THE 10 CES/CEIEC WATER QUALITY MANAGER PRIOR TO ENOI FILING. THE ENOI REQUIRES INFORMATION PROVIDED BY 10 CES/CEIEC TO THE CONTRACTOR. A COPY OF THE APPROVED, FINAL AND SIGNED SWPPP SHALL BE PROVIDED TO THE 10 CES/CEIEC WATER QUALITY MANAGER, WHO WILL FILE A CORRESPONDING USAFA ENOI. THE STORM WATER PERMITTING PROCESS IS REQUIRED TO BE COMPLETED PRIOR TO CONSTRUCTION COMMENCEMENT. THE EPA ENOI APPROVAL PROCESS IS, AT A MINIMUM, A 14-DAY PROCESS AND WORK CANNOT BEGIN UNTIL FINAL APPROVAL IS RECEIVED. CONTRACTORS ARE URGED TO SUBMIT THE SWPPP TO THE USAFA CONTRACTING OFFICE OR 10 CES/CEIEC 30 DAYS PRIOR TO GROUND-BREAKING. IF INITIALLY THE CONTRACTOR DETERMINES THAT LESS THAN ONE (1) ACRE IS PROPOSED TO BE DISTURBED, AND THE DISTURBANCE IS ACTUALLY GREATER THAN OR EQUAL TO ONE (1) ACRE DURING CONSTRUCTION, THE PROCESS NOTED IN THE ABOVE PARAGRAPH MUST BE COMPLETED IMMEDIATELY. THE PROJECT MAY BE TEMPORARILY HALTED UNTIL THE CONTRACTOR AND USAFA SECURE THE STORM WATER PERMIT COVERAGE. IF THE CONTRACTOR EQUALS OR EXCEEDS THE ONE (1) ACRE DISTURBANCE THRESHOLD DURING CONSTRUCTION WITHOUT REGULATORY AUTHORIZATION, THE CONTRACTOR IS RESPONSIBLE FOR ANY PROJECT DELAY COSTS. UPON PROJECT COMPLETION, AN ELECTRONIC NOTICE OF TERMINATION (ENOT) WITH THE STORM WATER GENERAL PERMIT IS REQUIRED TO BE FILED. THE ENOT IS REQUIRED TO BE APPROVED BY THE 10 CES/CEIEC WATER QUALITY MANAGER. LAND DISTURBANCE INCLUDES GRUBBING, CLEARING, EXCAVATION, GRADING, STOCKPILING, MAINTENANCE YARDS, AND OTHER AREAS CREATING GROUND DISRUPTION IN WHERE VEGETATION IS REMOVED OR SIGNIFICANTLY IMPACTED. IF PROPOSED LAND DISTURBANCE IS LESS THAN ONE (1) ACRE, THE CONTRACTOR IS REQUIRED TO IMPLEMENT STORM WATER BEST MANAGEMENT PRACTICES (BMPS) WITHOUT FILING AN ENOI AND RELATED SWPPP. REFER TO THE 10 CES/CEIEC ENVIRONMENTAL STANDARDS FOR MORE GUIDANCE. PLEASE CONTACT THE 10 CES/CEIEC WATER QUALITY MANAGER AT 719-333-6716 TO DISCUSS STORM WATER PERMITTING REQUIREMENTS. 70% VEGETATIVE COVER IS REQUIRED TO BE ESTABLISHED BEFORE A NOT CAN BE APPROVED BY WATER QUALITY MANAGER. REFERENCE UNITED STATES AIR FORCE ACADEMY STANDARD SECTION 01351 IF THE PROPOSED ACTIVITIES IMPACT WATERS OF THE US BY FILLING ACTIVITY, NATIONWIDE AUTHORIZATION OR AN INDIVIDUAL PERMIT IS REQUIRED TO BE APPROVED BY THE US ARMY CORPS OF ENGINEERS (USACE). UPON ADEQUATE PROJECT DESCRIPTION, THE 10 CES/CEIEC WATER QUALITY MANAGER OR CONTRACTOR WILL PREPARE AND SUBMIT THE APPROPRIATE USACE AUTHORIZATION/PERMITTING APPLICATIONS. THE PERMIT APPLICATION IS REQUIRED PRIOR TO START OF CONSTRUCTION. ANY QUESTIONS REGARDING WHAT CONSTITUTES “WATERS OF THE US,” SHALL BE WATERS OF THE US,” SHALL BE SHALL BE DIRECTED TO THE 10 CES/CEIEC WATER QUALITY MANAGER. IF WASTE WATER IS GENERATED BY THE PROJECT OR CONSTRUCTION ACTIVITY, THE 10 CES/CEIEC WATER QUALITY MANAGER SHALL BE NOTIFIED PRIOR TO DISPOSAL OR DISCHARGE. NON-STORM WATER DISCHARGES ARE PROHIBITED FROM BEING DISCHARGED TO THE USAFA STORM WATER SYSTEM. DISCHARGES TO THE USAFA WASTE WATER TREATMENT PLANT (WWTP) REQUIRE PRE-AUTHORIZATION BY 10 CES/CEIEC AND/OR THE WWTP MANAGER. PLEASE CONTACT THE 10 CES/CEIEC WATER QUALITY MANAGER IF THE PROJECT GENERATES WASTE WATER. 6. HAZARDOUS WASTE - IF HAZARDOUS WASTES ARE TO BE GENERATED BY CONSTRUCTION, THE 10 HAZARDOUS WASTE - IF HAZARDOUS WASTES ARE TO BE GENERATED BY CONSTRUCTION, THE 10 CES/CEIEC HAZARDOUS WASTE MANAGER SHALL BE CONTACTED AT SYLVETTE.GOODWIN@US.AF.MIL SYLVETTE.GOODWIN@US.AF.MIL PRIOR TO GENERATION. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR A WRITTEN SPILL PREVENTION RELEASE PLAN (SPRP) PRIOR TO CONSTRUCTION START. PLAN SHALL BE SUBMITTED TO THE 10 CES/CEIEC HAZARDOUS MATERIAL AND HAZARDOUS WASTE MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. . 7. SPILL PREVENTION CONTROLS AND COUNTERMEASURES (SPCC) - ANY CONTRACTOR STORING OIL, SPILL PREVENTION CONTROLS AND COUNTERMEASURES (SPCC) - ANY CONTRACTOR STORING OIL, AS DEFINED BY 40 CFR 112.2, IN CONTAINERS WITH A CAPACITY OF 55 GALLONS OR MORE, SHALL SUBMIT AN INVENTORY OF THE CONTAINERS FOR APPROVAL TO THE 10 CES/CEIEC POLS MANAGER AT SYLVETTE.GOODWIN@US.AF.MIL. IF A CONTRACTOR'S AGGREGATE OIL STORAGE SYLVETTE.GOODWIN@US.AF.MIL. IF A CONTRACTOR'S AGGREGATE OIL STORAGE . IF A CONTRACTOR'S AGGREGATE OIL STORAGE CAPACITY IS 1,320 GALLONS OR GREATER, AN SPCC PLAN SHALL BE PREPARED ACCORDING TO THE REQUIREMENTS OF 40 CFR 112 AND A COPY SHALL BE PROVIDED TO THE SPCC COORDINATOR. 8. STORAGE TANKS - NO CONTRACTOR IS AUTHORIZED TO USE OR STORE STORAGE TANKS ON STORAGE TANKS - NO CONTRACTOR IS AUTHORIZED TO USE OR STORE STORAGE TANKS ON USAFA WITHOUT PERMISSION FROM USAFA. PLEASE CONTACT 10 CES/CEIEC AT SYLVETTE.GOODWIN@US.AF.MIL IF THE PROJECT REQUIRES THE USE OF STORAGE TANKS. IF THE PROJECT REQUIRES THE USE OF STORAGE TANKS. 9. PERMITTING - ALL REGULATORY PERMITTING AND AUTHORIZATION ASSUMPTIONS ARE BASED ON PERMITTING - ALL REGULATORY PERMITTING AND AUTHORIZATION ASSUMPTIONS ARE BASED ON DETAILS PROVIDED IN THE DESIGN ANALYSIS DOCUMENTS AND DRAWINGS SUBMITTED. ANY FIELD CHANGES IN PROJECT SCOPE, DESIGN, OR CONSTRUCTION EXECUTION MAY REQUIRE ADDITIONAL REGULATORY PERMITTING OR AUTHORIZATIONS. PLEASE CONTACT 10 CES/CEIEC IMMEDIATELY IF CHANGES TO THE PROJECT ARE IMPLEMENTED.

AutoCAD SHX Text

ACCESS ROUTE

AutoCAD SHX Text N N.E. N.I.C. N: N.W. # - NO. O.C. OZ. O.H.E. PERF. PMJM PC PT PCI PLD PSF PSI POT. POE PVI PRC SS SIG. SHT. SIM. S.F. S. S.E. S.W. ST. STL. SD TEL. TRANS. T.O.P. TSD TYP. UGE USACE USAFA USAG VERT. V.C.P. W W. XS

AutoCAD SHX Text NORTH NORTHEAST NOT IN CONTRACT NORTHING NORTHWEST NUMBER ON CENTER OUNCE OVERHEAD ELECTRIC LINE PERFORATED PREBLE'S MEADOWS JUMPING MOUSE POINT OF CURVE POINT OF TANGENCY POUNDS PER CUBIC INCH POROUS LANDSCAPE DETENTION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POTABLE POINT OF END POINT OF VERTICAL INTERSECTION POINT OF REVERSE CURVATURE SANITARY SEWER LINE SIGNAL SHEET SIMILAR SQUARE FEET SOUTH SOUTHEAST SOUTHWEST STANDARD STEEL STORM DRAIN LINE TELEPHONE LINE TRANSFORMER TOP OF PIER TREATMENT, STORAGE, OR DISPOSAL TYPICAL UNDERGROUND ELECTRIC LINE UNITED STATES ARMY CORPS OF ENGINEERS UNITED STATES AIR FORCE ACADEMY UNITED STATES GOLF ASSOCIATION VERTICAL VERIFIED CLAY PIPE WATER LINE WEST EXTRA STRENGTH

AutoCAD SHX Text

AutoCAD SHX Text ABC ACP ACI ASTM A.B. & APPROX. ARV @ ASCE AVG. CANT. CC C.M.P. CONC. CONT. C.P. CTN'D ° DESC. - DIA. DWG. DCM EA. E. E: ELECT. EL. - ELEV. EDGE OF CONC. EQ. EXIST. FLARED END SECTION FO FDN. GA. GPP GRND. HORIZ. CONTROL LINE HORIZ. IBC IRR. L.F. L.P. M.H. MAX. M.E. M.P.H. MIN. NEPA NPDES

AutoCAD SHX Text AGGREGATE BASE COARSE ASPHALTIC CONCRETE PAVEMENT AMERICAN CONCRETE INSTITUTE AMERICAN SOCIETY FOR TESTING & MATERIALS ANCHOR BOLT AND APPROXIMATE AIR RELIEF VALVE AT AMERICAN SOCIETY OF CIVIL ENGINEERS AVERAGE CANTILEVER CENTER OF CURVATURE CENTERLINE CORRUGATED METAL PIPE CONCRETE CONTINUOUS CONTROL POINT CONTINUED DEGREES DESCRIPTION DIAMETER DRAWING DRAINAGE CRITERIA MANUAL EACH EAST EASTIING ELECTRIC ELEVATION EOC EQUAL EXISTING FEC FIBER OPTIC FLOWLINE FOUNDATION GAUGE GREEN PROCUREMENT PROGRAM GROUND HCL HORIZONTAL INTERNATIONAL BUILDING CODE IRRIGATION LINEAR FEET LIGHT POLE MANHOLE MAXIMUM MEET EXISTING MILES PER HOUR MINIMUM NATIONAL ENVIRONMENTAL POLICY ACT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text

C-XXX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXXX

AutoCAD SHX Text

XXXX

AutoCAD SHX Text

6. CONTRACTORS DRIVING ON THE AIRFIELD MUST BE CERTIFIED TO DRIVE ON THE CONTRACTORS DRIVING ON THE AIRFIELD MUST BE CERTIFIED TO DRIVE ON THE AIRFIELD IN ACCORDANCE WITH THE LOCAL AIRFIELD DRIVING INSTRUCTION OR BE ESCORTED BY A QUALIFIED AIRFIELD DRIVER. CONTRACTORS WORKING WITHIN THE CONTROLLED AREA MUST COMPLETE APPROPRIATE TRAINING OR BE ESCORTED BY TRAINED PERSONNEL. 7. THE CONTRACTOR SHALL MARK CLOSED TAXIWAYS/RUNWAYS IN ACCORDANCE WITH THE CONTRACTOR SHALL MARK CLOSED TAXIWAYS/RUNWAYS IN ACCORDANCE WITH ETL 04-2, PARAGRAPH 9.2 AND UFC 3-260-01 REQUIREMENTS. THE AFM MUST APPROVE CLOSURE MARKINGS. 8. THE CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADES TO MARK CLOSED THE CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADES TO MARK CLOSED AREAS AND OPEN TRENCHES. ALL BARRICADES MUST BE ILLUMINATED AT NIGHT AND MEET THE REQUIREMENTS OF ETL 04-2 AND UFC 3-260-01. THE AFM MUST APPROVE BARRICADE DESIGN AND LOCATIONS PRIOR TO IMPLEMENTATION. 9. THE CONTRACTOR AND AIRFIELD MANAGER (AFM) SHALL JOINTLY DEVELOP A THE CONTRACTOR AND AIRFIELD MANAGER (AFM) SHALL JOINTLY DEVELOP A PHASING PLAN THAT MINIMIZES IMPACT TO FLYING OPERATIONS. THIS MAY INCLUDE WEEKEND, NIGHT, OR HOLIDAY WORK. ADDITIONALLY, ANY CHANGES TO THE PHASING PLAN MUST BE APPROVED BY THE AFM. 10. ALL DISTURBED AREAS SHALL HAVE 3" OF TOPSOIL, USAFA APPROVED SEED MIX, ALL DISTURBED AREAS SHALL HAVE 3" OF TOPSOIL, USAFA APPROVED SEED MIX, AND FOLLOW SPECIFICATIONS IN USAFA'S EROSION CONTROL, REVEGETATION AND TREE CARE STANDARDS.

AutoCAD SHX Text

AIR FORCE ACADEMY

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

6"

2"

2"

2-1/2"

2"

EPO

T

8'-6"℄ A.F.F

8'-1" ℄ A.F.F

12'-8" ℄ A.F.F

12'-8" ℄ A.F.F

3'-2"

5'-10" ℄ A.F.F

7'-4" ℄ A.F.F

6'-8 (+) OR (-) 4" TYP. 4 PLACES

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

M

D

W G

X Q

R E

P A

H

W

P

I P

I N

G

M I T

C H

E L

L

H

A L

L

M E

C H

A N

I C

A L

R

O O

M

P I P

I N

G

P

L A

N

M-101

D

V

L E

K

C

A S

E Y

D

V

L E

N A

MECHANICAL ROOM 200 - PIPING PLAN

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

N

SERVICE LEVEL PLAN

N

LEGEND

CAPPED PIPE

ELBOW

GLOBE VALVE

CONTROL VALVE

HIGH TEMP HOT WATER RETURN

HIGH TEMP HOT WATER SUPPLY

CONNECT TO EXISTING

1. ALL PIPING, FITTINGS, AND OFFSETS MAY NOT BE SHOWN. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS.

2. ALL HTHWS/R PIPING SHALL BE SCHEDULE 80 STEEL AND WELDED CONSTRUCTION .

VALVES AND ACCESSORIES SHALL BE ASME CLASS 600 RATED.

3. PROVIDE MINOR ADJUSTMENTS TO LIGHTING AND SPRINKLER LOCATIONS TO

ACCOMODATE NEW PIPING.

4. PHASE WORK SO THAT NEW PIPING IS OPERATIONAL WITH SG-2, HX-2, AND DHW-2 BEFORE

OLD PIPING IS DEMOLISHED.

GENERAL NOTES

1. REMOVE 4 TO 5 FEET OF FRESH AIR PLENUM AND PATCH TO CREATE ROOM FOR HOT-TAP TIE TO EXISTING

HTHWS AND HTHWR.

2. ACTUAL ROUTE OF NEW HTHWS/R TO BE APPROX. 8FEET FROM WALL AND 12 FEET AFF.

ANCHOR PIPING FROM CEILING OF MECHANICAL ROOM.

KEYNOTES:

M-101

3. DEMO EXISTING PIPING AND ACCESSORIES AFTER NEW PIPING IS OPERATIONAL WITH SG-2, HX-2, AND DHW-2.

4. EXISTING PIPING TO REMAIN.

5. PROVIDE EPO MUSHROOM BUTTON THAT WILL SHUT OFF 6X EMERGENCY VALVES ON HTHW SERVING SG1 & 2, HX1 & 2, AND DHW1 & 2.

6. PROVIDE ROOM TEMPERATURE SENSOR WHICH WILL SEND ALARM TO EMCS FRONT END IF ROOM TEMPERATURE

EXCEEDS 100 DEGREES.

DATE: ___________

AS-BUILT DRAWING

06/24/19

Corporate Office 2270 La Montana Way, Ste 101 Colorado Springs, Colorado 80918 719.265.6670

AutoCAD SHX Text

SG-1

AutoCAD SHX Text

SG-2

AutoCAD SHX Text

HX-1

AutoCAD SHX Text

HX-2

AutoCAD SHX Text

%%UDHW-1

AutoCAD SHX Text

%%UDHW-2

AutoCAD SHX Text

BTU

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

EMCS

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

HTHWR

AutoCAD SHX Text

HTHWS

AutoCAD SHX Text

AIR FORCE ACADEMY

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text

HTHWR

HTHWS

W

H

G

P M

H X

G

P M

H X

G

P M

S G

G

P M

S G

G

P M

HTWSHTWS

HTWR

HTWR

D W

H

G

P M

2"

2"

2"

2" 2"

3"

4" 4" 5"

2" 4" 4" 5"

3"

2 - 1/2"

P T

EMCS

T

T P

EMCS

T

P T

EMCS

T

P T

EMCS

T

2"

T P

EMCS

T

T P

EMCS

T

3"

P T

EMCS

T

3"

T P

EMCS

T

P T

EMCS

T

P T

EMCS

T

2 - 1/2"

2-1/2"

T P

EMCS

T

2-1/2"

T P

EMCS

T

CONTROL VALVE

(TYP.)

EPO VALVE

(TYP.)

ROUND THERMOMETER

(TYP.)

ROUND PRESSURE

GAGE (TYP.)

3"

3"

1/2" DRAIN/VENT

(TYP.)

2"

2"

1/3 CONTROL

VALVE

2/3 CONTROL

VALVE

"HOT TAP" EXISTING

6" HTHWS

"HOT TAP" EXISTING

6" HTHWR

2-1/2"

4"

2 - 1/2"

(SG1A)

(SG1B)

(SG2B)

(SG2A)

(HX1A)

(HX1B)

(HX1C)

(HX2A)

(HX2B)

(HX2C)

(DWH2A)

(DWH1A)

(DWH2B) (DWH1B)

Sheet

ID

Sheet

D e s i g n e r

R e v i e w e r

F i l e

N a m e

D r a f t e r

S u b m i t t e r

D r a w i n g

D a t e

A F

A

P r o j e c t

M g r

A o j e c t

M g r

S y m b R e v i s i o n s A d d e n d a

D a t e

A p p r

S c a l e

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

M

D

W G

X Q

R E

P A

H

W

P

I P

I N

G

M I T

C H

E L

L

H

A L

L

M E

C H

A N

I C

A L

R

O O

M

S C

H E

M A

T I C

M-601

D

V

L E

O

S

C A

L E

K

C

A S

E Y

D

V

L E

MECHANICAL ROOM 200 SCHEMATIC

NO SCALE

M-601

MARK

MFR OR

EQUAL

PIPE

SIZE FLOW

PD MAX

PSI TYPE

ASME

CLASS

SG1A BRAY 2" 102 GPM 9 PSI MODULATING 600

SG1B BRAY 2" 102 GPM 9 PSI

2 POSITION

(EPO)

SG2A BRAY 2" 102 GPM 9 PSI MODULATING 600

SG2B BRAY 2" 102 GPM 9 PSI

2 POSITION

(EPO)

HX1A BRAY 2" 77 GPM 9 PSI MODULATING 600

HX1B BRAY 3" 153 GPM 9 PSI MODULATING 600

HX1C BRAY 3" 230 GPM 9 PSI

2 POSITION

(EPO)

HX2A BRAY 2" 77 GPM 9 PSI MODULATING 600

HX2B BRAY 3" 153 GPM 9 PSI MODULATING 600

HX2C BRAY 3" 230 GPM 9 PSI

2 POSITION

(EPO)

DWH1A BRAY 2.5" 150 GPM 9 PSI MODULATING 600

DWH1B BRAY 2.5" 150 GPM 9 PSI

2 POSITION

(EPO)

DWH2A BRAY 2.5" 150 GPM 9 PSI MODULATING 600

DWH2B BRAY 2.5" 150 GPM 9 PSI

2 POSITION

(EPO)

PNEUMATIC CONTROL VALVE SCHEDULE

DATE: ___________

AS-BUILT DRAWING

06/24/19

Corporate Office 2270 La Montana Way, Ste 101 Colorado Springs, Colorado 80918 719.265.6670

AutoCAD SHX Text

AIR FORCE ACADEMY

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O