Attch_2_ Drawings.pdf

PDF 11 MB Posted Jul 7, 2020

Attached to: Repair Utilities - Falcon Stadium - Amendment 1 Federal contract opportunity
Solicitation number: FA700020R0014
Issued by: Department of the Air Force Headquarters Air Force Academy

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation seeks proposals for a firm fixed price construction contract to repair utilities at Falcon Stadium for the Air Force Academy. Work includes updating potable water distribution, fire suppression water distribution, sanitary sewer conveyance, and natural gas systems. The period of performance is 400-500 calendar days from notice of award. The contract value is estimated between $1-5 million. This acquisition is reserved for HUBZone small businesses. Proposals are due by December 31, 2020. A site visit is scheduled for July 21, 2020.

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Other files for this federal contract opportunity

Other files attached to Repair Utilities - Falcon Stadium - Amendment 1, newest first.
File	Type	Posted
Attch_1_SOW_XQPZ_170104_Rev1.pdf	PDF	Aug 4, 2020
Solicitation_Amendment_FA700020R00140001.pdf	PDF	Aug 4, 2020
Solicitation_Amendment_FA700020R00140001_SF_30.pdf	PDF	Aug 4, 2020
Attch_8_Fncl_Reference.doc	DOC document	Jul 7, 2020
Attch_5_Environmental_Standards_and_Erosion_Control_combined.pdf	PDF	Jul 7, 2020
Solicitation - FA700020R0014.pdf	PDF	Jul 7, 2020
Attch 6_WD23Jan20.pdf	PDF	Jul 7, 2020
Attch_1_SOW_XQPZ_17_0104.pdf	PDF	Jul 7, 2020
Attch_7_Tech_Eval_Form.docx	DOCX document	Jul 7, 2020
Attch_3_Specifications.pdf	PDF	Jul 7, 2020
Attch_4_CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE).pdf	PDF	Jul 7, 2020

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CADET

CATM

BCT

CEMETERY

EISENHOWER

GOLF COURSE

WASTE WATER 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

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NOR

GATE

BLV

A C A D E M Y

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INTERIOR DRIVE

ACAD

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DRIVE

CROSS

DRIV

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COMMUNITY CENTER DRIVE

PINE DRIVE

GATE BLVD

SOUTH ENTRANCE

NORTH ENTRANCE

STADIUM

INTERQUEST PKWY

BRIARGATE

PKWY

NORTHGATE ROAD

FIE

D R.

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

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

O R D

ACADEMY DRIVE

OVERLOOK #1

BLDG 8486 PASS AND

REGISTR. FACILITY

PROJECT

LOCATION

I.D.

XQPZ 17-0104

G-001

DRAWING INDEX

SHEET TITLE

COVER SHEET AND INDEX

DSN-RPR UTILITIES FALCON STADIUM

SCALE:1"=2000'-0"

0 2000'2000' 1000'

= ACCESS ROUTE

DATE

APPROVED

SAFETY

COMMUNICATIONS

BIO-ENVIRONMENTAL

ANTI-TERRORISM

ENVIRONMENTAL

PROGRAMS

OFFICE

AFA PM

FIRE DEPARTMENT

OPERATIONS

CUSTOMER

SIGNATURE

COORDINATION

ENGINEERING

USING AGENCY/

SECURITY FORCES

OFFICE

G-001

C O

V E

H E

E T

N D

D E

G-002 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

C-101 OVERALL SITE PLAN AND KEY MAP

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 1

CD102 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 2

CD103 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 3

CD104 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 4

CD105 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 5

CD106 EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 6

Sheet

Sheet of 29

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

P r o j e c t

M g r

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

V R

W G

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H R

A D

A B

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A R

N E

L L

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B v d

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CU101 UTILITY PLAN - AREA 1

CU102 UTILITY PLAN - AREA 2

CU103 UTILITY PLAN - AREA 3

CU104 UTILITY PLAN - AREA 4

CU105 UTILITY PLAN - AREA 5

CU106 UTILITY PLAN - AREA 6

NO.

CU501 UTILITY DETAILS24

CU107 WATER LINE B PLAN16

CP201 WATER LINE A PROFILES19

CP202 WATER LINE A PROFILES20

CP203 WATER LINE A PROFILES21

CP204 WATER LINE B PROFILES22

CP205 WATER LINE B PROFILES23

WATER LINE B PLAN17 CU108

CU502 UTILITY DETAILS25

CU505 PRESSURE REDUCTION VALVE DETAILS28

CU503 TRACER WIRE INSTALLATION DETAILS26

SANITARY SEWER PLAN18 CU109

FACILITY MANAGER

ATHLETIC DIRECTOR

CU504 PIPE BENDING AND CATHODIC PROTECTION DETAILS27

CE501 EROSION CONTROL DETAILS29

FOR CONSTRUCTION

100% FINAL DESIGN

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

NONPOTABLE

RESERVOIR #1

IVE

STAD

BLVD

STADIUM

FALCON

WATER

NATURAL GAS

PIPE BEND WITH THRUST BLOCK

FIRE HYDRANT

PROPOSED LINE LEGEND

PROPOSED SYMBOL LEGEND

PIPE TEE WITH THRUST BLOCK

WATER GATE VALVE

GAS GATE VALVE

SANITARY SEWER

SANITARY CLEANOUT

SANITARY MANHOLE

1" COMM CONDUIT

H COMM HAND HOLE

# SHEET KEYNOTE

POINT NUMBER

TEMPORARY

CONTRACTOR

LAYDOWN AREA

NATURAL GAS

W W W

SAN SAN

G G

WATER

SANITARY

ELECTRICAL

EXISTING LINE LEGEND

X X X X X X X X X X X

EXISTING SITE LEGEND

FENCE

NPW NPW

NON-POTABLE WATER

COMM COMM

COMM

E E E E

ABANDONED NATURAL GAS

G G

ELECTRIC METER

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

ELECTRIC VAULT

GAS VALVE

SANITARY CLEANOUT

SANITARY MANHOLE

3/4" HOSE BIB/YARD HYDRANT

STORM DRAIN

WATER PUMP

WATER VALVE

EXISTING SYMBOL LEGEND

WATER METER

COMMUNICATIONS MANHOLE

FIRE HYDRANT

PROPOSED LINE LEGEND

W W W

WATER

NATURAL GAS

G G

PROPOSED LINE LEGEND

W W W

SAN SAN

SANITARY SEWER

COMM COMM

1" COMM CONDUIT

FUTURE BUILDING

DEMOLITION LEGEND

REMOVE AND DEMOLISH

EXISTING PAVEMENT

REMOVE AND DEMOLISH

EXISTING UTILITY

PIPE BEND WITH THRUST BLOCK

FIRE HYDRANT

PROPOSED SYMBOL LEGEND

PIPE TEE WITH THRUST BLOCK

WATER GATE VALVE

GAS GATE VALVE

SANITARY CLEANOUT

SANITARY MANHOLE

COMM HAND HOLE

SHEET KEYNOTE

POINT NUMBER

KEYMAP

PROJECT

LOCATION

LEGEND:

SECTION NUMBER

SECTION

SHEET NUMBER

DETAIL BUBBLE:

DETAIL NUMBER

DETAIL SHEET WHERE

DETAIL IS DRAWN

DETAIL SHEET WHERE

DETAIL IS CALLED OUT

SECTION BUBBLE:

G-002

LEGENDS:

G E

N E

R A

O T

E S

A B

B R

E V

I A

T I O

N S

E N

D S

ENVIRONMENTAL NOTES:

1. 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. CALL THE FIRE PREVENTION SECTION AT

719-333-4433.

2. FIRE EXTINGUISHERS MUST BE KEPT ON HAND AROUND HEAT PRODUCING EQUIPMENT AT ALL TIMES.

3. 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 SITE ON A DAILY BASIS OR MORE

FREQUENTLY AS NEEDED.

5. 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.

7. CONTACT 719-333-2051 FOR ASSISTANCE.

FIRE PROTECTION NOTES:

GENERAL NOTES:

1. 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 VERSION.

2. 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 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 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 DEBRIS DISPOSED AND

RECYCLED, ITEMIZED.

4. 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 6 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.

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 CLASS II ODC MUST BE SUBMITTED IN WRITING TO THE

CO FOR REVIEW AND APPROVAL, OTHERWISE, THE USE OF CLASS II ODS IS PROHIBITED.

1. EXISTING UTILITY LINES ARE PRESENT IN THE PROJECT AREA, INCLUDING BUT NOT LIMITED TO: TELECOM, GAS, ELECTRIC, WATER, AND SANITARY SEWER. EXISTING UTILITIES SHOWN ARE BASED ON UTILITY LOCATES, FIELD

SURVEYS, AND USAFA GIS INFORMATION. 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) 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 IS TO LIMIT ALL

CONSTRUCTION ACTIVITIES AND DISTURBANCES TO THIS AREA.

4. DURING THE COURSE OF DEMOLITION ACTIVITIES, CONTRACTOR SHALL TRACK AND NOTE THE EXISTING

CONFIGURATIONS AND ELEVATIONS OF ANY EXISTING UTILITY CONNECTIONS WHICH ARE NOT SHOWN ON

THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FUNCTIONALITY OF ALL ACTIVE UTILITY

SERVICES BY RECONNECTING TO THE NEW WORK SHOWN, AND TO MATCH THE EXISTING CONDITION OF

UTILITY SERVICES.

5. 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.

6. ALL DISTURBED AREAS SHALL HAVE 3" OF TOPSOIL, USAFA APPROVED SEED MIX, AND FOLLOW SPECIFICATIONS

IN USAFA'S EROSION CONTROL, RE-VEGETATION AND TREE CARE STANDARDS.

7. CONTRACTOR SHALL INSTALL HDPE PIPE WITH SUFFICIENT SLACK TO ACCOUNT FOR EXPANSION AND

CONTRACTION.

8. MINIMUM BEND RADIUS FOR HDPE PIPE INSTALLED IN OPEN CUT TRENCH SHALL BE 20 TIMES THE PIPE OUTSIDE

DIAMETER, AND 100 TIMES PIPE OUTSIDE DIAMETER WHEN A FITTING OR FLANGE IS PRESENT.

9. NEW WATER MAIN PIPE SHALL ADHERE TO THE COLORADO SPRINGS WATER LINE EXTENSION AND STANDARD

SERVICES HORIZONTAL AND VERTICAL CLEARANCE GUIDELINES. SEE TABLE 2.6.G.3 ON SHEET CU502.

10. DRAWINGS ARE PREPARED IN NAD 1983 STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM.

11. ENSURE EXISTING TELECOMMUNICATIONS EQUIPMENT IS PROTECTED IN ALL THE AFFECTED AREAS OF THIS

PROJECT. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE COMMUNICATION CABLE AND/OR

EQUIPMENT THAT ARE DAMAGED AS A RESULT OF THE RENOVATION. CONTRACTOR SHALL CONTACT 10CS

333-4421 BEFORE REMOVING OR CUTTING ANY COMMUNICATIONS CABLE.

12. CONTRACTOR SHALL MAINTAIN A "30" DAY USAFA DIG PERMIT AND MAINTAIN MARKS THROUGH THE ENTIRETY

OF THE PROJECT.

13. CONTRACTOR SHALL KEEP IN COMMUNICATIONS AND COORDINATE DIG AREAS WITH THE CE PERMITTING

OFFICE AND COMMUNICATIONS CONTRACTOR, MAINTAINING THE INTEGRITY OF THE COMMUNICATIONS PLANT

SHOULD BE A PRIORITY FOR THE ENTIRE SPAN OF THE PROJECT. EXERCISE CARE WHEN CROSSING COMM.

HAND DIG TO MAINTAIN SEPARATION. ENSURE ALL COMMUNICATION CABLES (TO INCLUDE BURIED AND/OR

UNDERGROUND COMMUNICATIONS CABLE), EQUIPMENT AND INFRASTRUCTURE IS PROTECTED FROM DAMAGE

DURING CONSTRUCTION. REPORT ANY DAMAGE TO COMMUNICATION SYSTEMS, CABLING, OR INFRASTRUCTURE

IMMEDIATELY TO 10 CS AT 719-333-4357. 10CS, AT ITS DISCRETION, MAY ELECT TO REPAIR DAMAGED CABLE, EQUIPMENT AND/OR INFRASTRUCTURE. ANY REPAIR COSTS SHALL BE REIMBURSED TO THE GOVERNMENT BY

THE GENERAL CONTRACTOR RESPONSIBLE. ALTERNATIVELY, 10CS MAY ALLOW THE GENERAL CONTRACTOR TO

REPAIR DAMAGED SYSTEMS AT THE GENERAL CONTRACTOR'S DISCRETION AND COST. GENERAL CONTRACTOR

REPAIRS AUTHORIZED BY 10 CS SHALL MEET ALL APPLICABLE AND CURRENT INDUSTRY STANDARDS FOR THE

SYSTEM, AND RETURN THE SYSTEM TO ITS PREVIOUS CONDITIONS AT A MINIMUM.

14. PER UFC 3-580-01, TELECOMMUNICATIONS DESIGN MUST BE PERFORMED AND STAMPED BY A REGISTERED

COMMUNICATIONS DISTRIBUTION DESIGNER (RCDD) FOR ALL PROJECTS.

15. CONTRACTOR SHALL ERECT AND SECURE FENCE ALONG THE OUTER PERIMETER OF BRANCHES OR CLUMPS OF

TREES (DRIP LINES) WHEREVER POSSIBLE. IF FEASIBLE, PLACE FENCE A MINIMUM OF 5 FEET FROM THE TRUNK

OF INDIVIDUAL TREES.

16. NATIVE AREAS SHALL BE RE-VEGETATED WITH SEED MIXES AS STIPULATED IN THE USAFA SITE RESTORATION, RE-VEGETATION AND TREE CARE SPECIFICATIONS.

17. ALL BORE PIT LOCATIONS AND SIZES, OPEN TRENCH LOCATIONS AND SIZES, AND WORK AREA LIMITS SHOWN

ARE THE PREFERRED ALTERNATIVE BASE BID. CONTRACTOR IS RESPONSIBLE WITH PROVIDING 10 CES WITH

BORE LOCATIONS SUBMITTAL PRIOR TO CONSTRUCTION.

18. ALL OUTAGES WILL NEED A 30 DAY NOTICE COORDINATION WITH C.E.

19. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DD FORM 1354 AS A PART OF THIS PROJECT.

20. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT GEOTECHNICAL INVESTIGATIONS, AS NECESSARY, IN

THE SUPPORT OF THIS PROJECT.

21. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED OR IMPACTED IRRIGATION PIPES, VALVES, OR

WIRING DURING DEMOLITION AND CONSTRUCTION.

22. THE CONTRACTOR SHALL FIELD SURVEY LOCATIONS OF INSTALLED UTILITIES PRIOR TO BACKFILL AND PROVIDE

COORDINATE INFORMATION TO USAFA.

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 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 ACTIVITIES, 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 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 CES/CEIEC

HAZARDOUS WASTE MANAGER SHALL BE CONTACTED AT 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, 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 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 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.

9. 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.

ENVIRONMENTAL NOTES (cont.) :

ABBREVIATIONS:

MH = MANHOLE

MAX. = MAXIMUM

M.E. = MATCH EXISTING

M.P.H. = MILES PER HOUR

MIN. = MINIMUM

NEPA = NATIONAL ENVIRONMENTAL POLICY ACT

N. = NORTH

NE = NORTHEAST

N.I.C. = NOT IN CONTRACT

N: = NORTHING

NW = NORTHWEST

NO. / # = NUMBER

O.C. = ON CENTER

OZ. = OUNCE

OHE = OVERHEAD ELECTRIC LINE

PERF. = PERFORATED

PMJM = PREBLE'S MEADOWS JUMPING MOUSE

PC = POINT OF CURVE

PI = POINT OF INTERSECTION

PIV = POST INDICATOR VALVE

PT = POINT OF TANGENCY

PCI = POUNDS PER CUBIC INCH

PSF = POUNDS PER SQUARE FOOT

PSI = POUNDS PER SQUARE INCH

POT. = POTABLE

POE = POINT OF END

PVI = POINT OF VERTICAL INTERSECTION

PRC = POINT OF REVERSE CURVATURE

RPR = REPAIR

SS = SANITARY SEWER LINE

SIG. = SIGNAL

SHT. = SHEET

SIM. = SIMILAR

SF = SQUARE FEET

S. = SOUTH

SE = SOUTHEAST

SW = SOUTHWEST

ST. = STANDARD

STA. = STATION

STL. = STEEL

SD = STORM DRAIN LINE

SUST = SUSTAIN

TEL. = TELEPHONE LINE

TRANS. = TRANSFORMER

T.O.P. = TOP OF PIPE

TSD = TREATMENT, STORAGE, OR DISPOSAL

TYP. = TYPICAL

UGE = UNDERGROUND ELECTRIC LINE

USACE = UNITED STATES ARMY CORPS OF ENGINEERS

USAFA = UNITED STATES AIR FORCE ACADEMY

VERT. = VERTICAL

VCP = VITRIFIED CLAY PIPE

W = WATER LINE

W. = WEST

XS = EXTRA STRENGTH

ABC = AGGREGATE BASE COARSE

ACP = ASPHALTIC CONCRETE PAVEMENT

ACI = AMERICAN CONCRETE INSTITUTE

ASTM = AMERICAN SOCIETY FOR TESTING &

MATERIALS

A.B. = ANCHOR BOLT

& = AND

APPROX. = APPROXIMATE

ARV = AIR RELIEF VALVE

@ = AT

ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS

AVG. = AVERAGE

CANT. = CANTILEVER

CC = CENTER OF CURVATURE

CL = CENTERLINE

CMP = CORRUGATED METAL PIPE

COMM = COMMUNICATIONS

CONC. = CONCRETE

CONT. = CONTINUOUS

C.P. = CONTROL POINT

CONT. = CONTINUED

° = DEGREES

DESC. = DESCRIPTION

Ø/DIA. = DIAMETER

DIP = DUCTILE IRON PIPE

DWG = DRAWING

DCM = DRAINAGE CRITERIA MANUAL

E = PRIMARY POWER

E. = EAST

E: = EASTING

EA. = EACH

ELEC. = ELECTRIC

EL./ELEV. = ELEVATION

EOC = EDGE OF CONC.

EQ. = EQUAL

ES = SECONDARY POWER

EX./EXIST. = EXISTING

FDC = FIRE DEPARTMENT CONNECTION

FES = FLARED END SECTION

FO = FIBER OPTIC

FL = FLOWLINE

FDN. = FOUNDATION

G = NATURAL GAS

GA. = GAUGE

GPP = GREEN PROCUREMENT PROGRAM

GRND. = GROUND

GV = GATE VALVE

HCL = HORIZ. CONTROL LINE

HDPE = HIGH DENSITY POLYETHYLENE PIPE

HORIZ. = HORIZONTAL

IBC = INTERNATIONAL BUILDING CODE

IRR. = IRRIGATION

LF = LINEAR FEET

L.P. = LIGHT POLE

Sheet

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

O T

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NOTE SYMBOLS:

FOR CONSTRUCTION

100% FINAL DESIGN

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NTS

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ACCESS ROUTE

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C-XXX

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XXX

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XXXX

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XXXX

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AIR FORCE ACADEMY

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UNITED STATES

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I A

M P

P P

R O

L I G

24" RCP

INV = 6717.1'

I A

C P

PROJECT SCOPE LIMITS

GATE 10

GATE 8

GATE 6

GATE 9

GATE 7

GATE 5

GATE 3

GATE 1

GATE 2A

GATE 2

GATE 4

FUTURE NORTH

RESTROOMS

AND CONCESSIONS

FUTURE 3-STORY

NORTH END ZONE

BUILDING

FUTURE SOUTHWEST

RESTROOMS

AND CONCESSIONS

FUTURE SOUTHEAST

RESTROOMS

AND CONCESSIONS

FUTURE GAME DAY

TICKETS

FUTURE

CLUB

SEATING/OPERA

BOXES

FUTURE

HALL

HONOR

BUILDING

ROAD 402

SHEET CU107 SHEET CU107

SHEET CU108

OVERALL SITE PLAN AND KEY MAP

SCALE: 1" = 100'

200'0 100'50'

C-101

O V

E R

A L

I T

L A

1. TOPOGRAPHICAL, PHYSICAL, AND UTILITY DATA SHOWN IS

A COMBINATION OF UTILITY LOCATES, FIELD SURVEY, AND

USAFA GIS INFORMATION.

2. BUILDINGS AND FACILITIES INDICATED AS "FUTURE" IN

THESE DESIGN DOCUMENTS ARE BASED ON

RECOMMENDATIONS PRESENTED IN THE 2016 "FALCON

STADIUM REQUIREMENTS DOCUMENT" (USAFA PROJECT

NO. XQPZ 15-4004). FUTURE FACILITIES ARE SUBJECT TO

CHANGE WITH RESPECT TO LOCATION, FOOTPRINT, AND

OVERALL SIZE. DETAILED DESIGN FOR THESE FUTURE

PROJECTS WILL NEED TO ACCOMMODATE SITE

CONDITIONS, INCLUDING UTILITIES BUILT WITH THIS

PROJECT, PRESENT AT THE TIME OF DETAILED DESIGN

ACTIVITIES.

3. AS PART OF THIS PROJECT, THE CONTRACTOR SHALL

RENDER ALL EXISTING UTILITIES ABANDONED IN PLACE TO

BE DEMOLISHED COMPLETELY UNUSABLE. THIS CAN BE

ACCOMPLISHED BY REMOVING SECTIONS OF EXISTING

PIPE, FILLING THE ENDS WITH GROUT AND THEN CRUSHING

OR CAPPING THE EXPOSED ENDS OF PIPE. ALL ELEMENTS

AND PROPOSED METHODS ASSOCIATED WITH THIS

EXERCISE SHALL BE COORDINATED AND APPROVED BY

THE CONTRACTING OFFICER PRIOR TO COMMENCING

WORK ON THE EXISTING LINE. REFER TO PIPE

ABANDONMENT DETAIL BELOW.

GENERAL SHEET NOTES

Point No.

US State Plane Colorado 1983 NGVD 29

Description

Northing Easting

Elevation Code

Y X Z

111 1425843.46 3183315.89 6762.37 AL CAP F 541

112 1424254.49 3186972.80 6633.74 AL CAP F 542

U.S. Survey Feet U.S. Survey Feet U.S. Survey Feet

SURVEY CONTROL POINTS AND DATUM

COORDINATE SYSTEM: U.S. STATE PLANE 1983

ZONE: COLORADO CENTRAL 0502

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NGVD 1929 (FIMS) GEOID 12B

UNITS: U.S. SURVEY FEET

Sheet

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

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CUT AND REMOVE

5' MIN. OF EXISTING

PIPE AT LOCATION

EXISTING

PIPELINE

FILL ENDS OF EXISTING PIPE WITH GROUT

- REFER TO NOTES ABOVE. CAP EXISTING

LINES OR CRUSH / CRIMP ENDS AFTER

GROUTING.

EXISTING

PIPELINE

FOR CONSTRUCTION

100% FINAL DESIGN

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UNITED STATES

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W W

I A

M P

P P

R O

L I G

E E

1.5" GAS

6" WATER

4" GAS

GATE 6

GATE 4

4" GAS

TICKET BOOTH SHALL BE

TEMPORARILY RELOCATED

DURING DEMOLITION AND

CONSTRUCTION OF NEW

WATER AND GAS SERVICES

EX. GAS

METER TO

REMAIN

COLORADO SPRINGS

UTILITIES GAS MAIN

TO REMAIN

3" WATER

UTILITY POTHOLE INFORMATION *

POINT NO.

MATERIAL DEPTH TO TOP BOTTOM NOTESUTILITY

15" 31" 16" CONCRETE CAP?F/O -

* UTILITY POTHOLE INFORMATION PROVIDED BY DIVERSIFIED UNDERGROUND INC. 3/26/19 AND 3/27/19

ELEC

H2O

STEEL

8" 14" CONCRETE CAP

70" 80" 10" STEEL H2O

10 - - - - 6' DEEP W/ SWEEP DNF

11 ELEC PVC 32" 36" (4) 3" GRAY PVC ELEC

12 ELEC PVC 32" 34" 2" GRAY ELEC

- - - - 6' DEEP W/ SWEEP DNF13

14 - - - - NEED EXTENSION HOSE

Sheet

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U.S. AIR FORCE ACADEMY,

COLORADO

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EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 1

SCALE: 1" = 20'

KEY MAP

N.T.S.

1 2

5 6

40'10'0 20'

MATCHLINE: SEE SHEET CD103

M A

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SHEET KEYNOTES

1. REMOVE AND DEMOLISH EXISTING WATER

PIPING, VALVES, AND FITTINGS

2. REMOVE AND DEMOLISH EXISTING GAS

PIPING, VALVES, AND FITTINGS

3. SAWCUT, REMOVE AND DEMOLISH PAVEMENT.

PAVEMENT DEMOLITION BOUNDARIES SHOWN

ARE IN THE AREA OF WORK. CONTRACTOR

SHALL REMOVE PAVEMENT IN COMPLETE

SLABS TO THE NEAREST JOINTS BASED ON

FIELD CONDITIONS. CONTRACTOR SHALL

REPLICATE THE EXISTING CONCRETE JOINT

PATTERN WHEN REPLACING REMOVED

CONCRETE.

4. ABANDON EXISTING UTILITY IN PLACE

5. REMOVE EXISTING FIRE HYDRANT

GENERAL SHEET NOTES

1. SEE SHEET G-002 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

2. CONTRACTOR SHALL CUT AND CAP ENDS OF

EXISTING UTILITIES INDICATED TO BE

ABANDONED IN PLACE PER INDUSTRY

STANDARD.

3. EXISTING INFORMATION SHOWN IS A

COMBINATION OF SURVEY DATA, GIS

INFORMATION, AND FIELD OBSERVATION.

PIPE REMOVAL QUANTITIES

GAS WATER

25.3 LF (1.5") 14.6 LF (3")

14.2 LF (4")

FOR CONSTRUCTION

100% FINAL DESIGN

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12" CMPINV. 6711.9'

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COMM MANHOLE

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WATER SPIGOT

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E E

IRRIGATION VALVE BOX

IRRIGATION

VALVE BOX

ELEC. MANHOLE

ELEC. VAULT

WITH METAL COVER

3.25' FIRE MAIN

INDICATOR POST

FDC

ELEC. BOX

ELEC. HANDHOLE

ELEC. RISER

ELEC. HANDHOLE

6" FIRE

8" FIRE

REMOTE FDC LINE

EX. FIRE

HYDRANT

UTILITY POTHOLE INFORMATION *

POINT NO.

MATERIAL DEPTH TO TOP BOTTOM NOTESUTILITY

60" 64" 4" BLACK WITH RED ELEC.ELEC PVC

* UTILITY POTHOLE INFORMATION PROVIDED BY DIVERSIFIED UNDERGROUND INC. 3/27/19

ELEC

CONCRETE

CABLE

43" ? CONCRETE CAP UNKNOWN SIZE

24" 25" 1/4" BLACK CABLE

15 - -- -

Sheet

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

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EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 2

SCALE: 1" = 20'

KEY MAP

N.T.S.

1 2

5 6

40'10'0 20'

MATCHLINE: SEE SHEET CD104

M A

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SHEET KEYNOTES

1. REMOVE AND DEMOLISH EXISTING WATER

PIPING, VALVES, AND FITTINGS

2. REMOVE AND DEMOLISH EXISTING GAS

PIPING, VALVES, AND FITTINGS

3. SAWCUT, REMOVE AND DEMOLISH PAVEMENT.

PAVEMENT DEMOLITION BOUNDARIES SHOWN

ARE IN THE AREA OF WORK. CONTRACTOR

SHALL REMOVE PAVEMENT IN COMPLETE

SLABS TO THE NEAREST JOINTS BASED ON

FIELD CONDITIONS. CONTRACTOR SHALL

REPLICATE THE EXISTING CONCRETE JOINT

PATTERN WHEN REPLACING REMOVED

CONCRETE.

4. ABANDON EXISTING UTILITY IN PLACE.

5. CONTRACTOR SHALL DISCONNECT EXISTING

FIRE HYDRANT AND PIV AND RE-USE FOR THIS

AREA - SEE SHEET CU102

GENERAL SHEET NOTES

1. SEE SHEET G-002 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

2. CONTRACTOR SHALL CUT AND CAP ENDS OF

EXISTING UTILITIES INDICATED TO BE

ABANDONED IN PLACE PER INDUSTRY

STANDARD.

3. EXISTING INFORMATION SHOWN IS A

COMBINATION OF SURVEY DATA, GIS

INFORMATION, AND FIELD OBSERVATION.

PIPE REMOVAL

QUANTITIES

GAS WATER SANITARY

N/A N/A N/A

FOR CONSTRUCTION

100% FINAL DESIGN

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S A

N S

A N

S A

N S

A N

S A

SAN SAN SAN SAN SAN SAN SAN SAN SA

W W

E E

NPW NPW NPW NPW

N P

W N

P W

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P W

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P W

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P W

24" RCP

INV = 6717.1'

I A

C P

E E

C P

C O

M M

C O

4" SANITARY

3" SANITARY

4" SANITARY

6" SANITARY

1.5" GAS

3" WATER

4" GAS

6" SANITARY

4" GAS

6" WATER

5" SANITARY

1 1/4" GAS

3" WATER

4" SANITARY

3" WATER

6" SANITARY

1.5" GAS

3" WATER

GATE 10

6" SANITARY

SANITARY MH

RIM=6722.53'

INV IN (W - 6" CLAY) = 6713.01'

INV IN (N - 6" CLAY) = 6712.86'

INV IN (E - 6" CLAY) = 6712.96'

INV OUT (S - 6" CLAY) = 6712.56'

SANITARY MH

RIM=6722.35'

INV IN (NW - 6" CLAY) = 6715.87'

INV IN (N - 6" CLAY) = 6716.62'

INV IN (E - 4" CLAY) = 6716.53'

INV OUT (S - 6" CLAY) = 6715.72'

CONCESSION

MEN'S RR

WOMEN'S

PRESS BOX

IRRIGATION VALVE

ELEC. VAULT WITH

METAL COVER

COMM. F/O HANDHOLE

ELEC. BOX

ELEC. EQUIPMENT

COMM HANDHOLE

COMM

HANDHOLE

COMM HANDHOLE

ELEC. RISER

TRANSFORMER

24" RCP

INV. 6717.4'

6" CMP

INV. 6717.4'

GATE 8

EXISTING FIRE

HYDRANT

EX. CHECK VALVE MH 4

SANITARY MH

RIM=6676.64'

INV IN (N - 6" CLAY) = 6667.31'

INV OUT (E - 6" -8" CLAY) = 6666.73'

SANITARY MH

RIM=6619.03'

INV IN (W - 6"-8" CLAY) = 6614.32'

INV OUT (E - 10"-12" CLAY) = 6614.30'

SANITARY MH

RIM=6642.84'

INV IN (W - 6"-8" CLAY) = 6633.27'

INV IN (N - 6" CLAY) = 6633.18'

INV OUT (E - 6"-8" CLAY) = 6632.51'

6" SANITARY

3" SANITARY

4" SANITARY

2" GAS6

1 1/4" GAS6

3" WATER6

4" WATER

1" WATER

4" GAS

3" WATER

1" WATER

6" WATER

1.5" GAS

Sheet

Sheet of 29

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

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

D X

D D

O U

H R

A D

A B

H E

A R

N E

L L

E D

N O

I L L

O U

H R

A D

A A

N R

I L

I T

I E

A L

C O

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D I U

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e e n w o a v d

G r e e n w o l l a g e

T E

F A

X w w w M

E R

R I C

K c o m

EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 3

SCALE: 1" = 20'

KEY MAP

N.T.S.

1 2

5 6

40'10'0 20'

MATCHLINE: SEE SHEET CD105

M A

T C

H L

I N

CD103

MATCHLINE: SEE SHEET CD101

E X

I S

T I N

O N

D I T

I O

D E

M O

L I T

I O

L A

R E

SHEET KEYNOTES

1. REMOVE AND DEMOLISH EXISTING WATER

PIPING, VALVES, AND FITTINGS

2. REMOVE AND DEMOLISH EXISTING GAS

PIPING, VALVES, AND FITTINGS

3. SAWCUT, REMOVE AND DEMOLISH PAVEMENT.

PAVEMENT DEMOLITION BOUNDARIES SHOWN

ARE IN THE AREA OF WORK. CONTRACTOR

SHALL REMOVE PAVEMENT IN COMPLETE

SLABS TO THE NEAREST JOINTS BASED ON

FIELD CONDITIONS. CONTRACTOR SHALL

REPLICATE THE EXISTING CONCRETE JOINT

PATTERN WHEN REPLACING REMOVED

CONCRETE.

4. ABANDON EXISTING UTILITY IN PLACE

5. REMOVE EXISTING FIRE HYDRANT

6. UTILITY TO REMAIN

7. REMOVE AND DEMOLISH EXISTING SANITARY

SEWER LATERAL AND SERVICE LINES.

8. REFER TO PROJECT NUMBER XQPZ170107

FOR FURTHER INFORMATION ON RESTROOM

RENOVATIONS.

9. REFER TO PROJECT NUMBER XQPZ170103

FOR FURTHER INFORMATION ON VISITOR

LOCKER ROOM RENOVATIONS.

GENERAL SHEET NOTES

1. SEE SHEET G-002 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

2. CONTRACTOR SHALL CUT AND CAP ENDS OF

EXISTING UTILITIES INDICATED TO BE

ABANDONED IN PLACE PER INDUSTRY

STANDARD.

3. EXISTING INFORMATION SHOWN IS A

COMBINATION OF SURVEY DATA, GIS

INFORMATION, AND FIELD OBSERVATION.

PIPE REMOVAL

QUANTITIES

GAS WATER SANITARY

97 LF (1.5") 105 LF (1") 19.5 LF (3")

249 LF (4") 102 LF (3") 30 LF (4")

160 LF (4") 206 LF (6")

87 LF (6")

FOR CONSTRUCTION

100% FINAL DESIGN

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AIR FORCE ACADEMY

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UNITED STATES

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SAN SAN SAN

S A

W W

EEE

X X

NPW NPW NPW

N P

W N

P W

N P

W N

P W

N P

W N

P W

N P

W N

P W

N P

W N

P W

N P

S A

E E

C O

M M

S A

6" WATER

6" GAS

6" SANITARY

6" GAS

(ABANDONED)

6" SANITARY

2" WATER

3/4" GAS

6" GAS

(ABANDONED)

6" WATER

6" GAS

6" WATER

12" SANITARY

10" SANITARY

GAS/WATER METER

ENTRY ROOM

GATE 2A

GATE 2

OFFICE

COMM./HVAC

ROOM

SANITARY MH

RIM=6618.78'

INV IN (N - 10" CLAY) = 6607.76'

INV IN (SW - 10" CLAY) = 6607.73'

INV OUT (E - 12" CLAY) = 6607.71'

NON-POTABLE

WATER VAULT

MEN'S RR

WOMEN'S

RESTROOM

CONCESSION

IRRIGATION

VALVE BOX

ELEC. MARKER POST

ELEC. VAULT

IRRIGATION VALVE BOX

COMM MANHOLE

ELEC. HANDHOLE

WATER VALVE

10" SANITARY

6" WATER

SANITARY MH

RIM=6618.91'

INV IN (W - 6"-8" CLAY) = 6614.20'

INV OUT (E - 10"-12" CLAY) = 6614.18'

6" GAS

WATER

EXISTING PRV

3" SANITARY

4" SANITARY

EX. GAS MAIN

DISCONNECT

APPROXIMATE LIMITS OF

HOME LOCKER ROOM BELOW

4" SANITARY

2" WATER SERVICE

3/4" GAS SERVICE

6" WATER

2" WATER

3/4" GAS

Sheet

Sheet of 29

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

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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

D X

D D

O U

H R

A D

A B

H E

A R

N E

L L

E D

N O

I L L

O U

H R

A D

A A

N R

I L

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I E

A L

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e e n w o a v d

G r e e n w o l l a g e

T E

F A

X w w w M

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R I C

K c o m

EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 4

SCALE: 1" = 20'

KEY MAP

N.T.S.

1 2

5 6

40'10'0 20'

MATCHLINE: SEE SHEET CD106

M A

T C

H L

I N

CD104

MATCHLINE: SEE SHEET CD102

E X

I S

T I N

O N

D I T

I O

D E

M O

L I T

I O

L A

R E

SHEET KEYNOTES

1. REMOVE AND DEMOLISH EXISTING WATER

PIPING, VALVES, AND FITTINGS

2. REMOVE AND DEMOLISH EXISTING GAS

PIPING, VALVES, AND FITTINGS

3. SAWCUT, REMOVE AND DEMOLISH PAVEMENT.

PAVEMENT DEMOLITION BOUNDARIES SHOWN

ARE IN THE AREA OF WORK. CONTRACTOR

SHALL REMOVE PAVEMENT IN COMPLETE

SLABS TO THE NEAREST JOINTS BASED ON

FIELD CONDITIONS. CONTRACTOR SHALL

REPLICATE THE EXISTING CONCRETE JOINT

PATTERN WHEN REPLACING REMOVED

CONCRETE.

4. ABANDON EXISTING UTILITY IN PLACE.

5. REMOVE EXISTING FIRE HYDRANT.

6. UTILITY TO REMAIN.

7. REMOVE AND DEMOLISH EXISTING SANITARY

SEWER LATERAL AND SERVICE LINES.

8. USAFA PREFERS TO MAINTAIN SERVICE TO AS

MANY EXISTING YARD HYDRANT/RECESSED

HOSE BIBS AS POSSIBLE WITH THIS PROJECT.

PORTIONS OF WATER MAIN INDICATED BY

THIS KEYNOTE 8 ARE TO REMAIN FUNCTIONAL

AT THE COMPLETION OF WORK ASSOCIATED

WITH THIS PROJECT, BUT DO NOT NEED TO BE

REPLACED WITH NEW PIPE MATERIAL.

CONTRACTOR SHALL SEVER ALL EXISTING

CONNECTIONS TO THIS PORTION OF WATER

MAIN, WITH EXCEPTION OF THE YARD

HYDRANTS AND LATERALS SERVING YARD

HYDRANTS. SOURCE OF WATER FOR THIS

PORTION OF THE SITE WILL BE THE FEED

COMING FROM THE HOME TEAM LOCKER

ROOM, WHICH SHALL REMAIN ACTIVE.

9. AS-BUILT DOCUMENTATION AND SITE

OBSERVATION INDICATED THE EXISTING 6"

GAS MAIN WAS SEVERED WITHIN THE HOME

TEAM LOCKER ROOM MECHANICAL SPACE.

AREAS TO THE WEST OF THE CUT REMAIN

ACTIVE AND SERVE THE HOME AND VISITOR

LOCKER ROOMS. AREAS EAST OF THE CUT

ARE INACTIVE AND ABANDONED AS INDICATED

IN THIS PLAN. RENOVATIONS HAVE

OCCURRED IN THE HOME TEAM LOCKER

ROOM AND CONTRACTOR SHALL CONFIRM

THE GAS MAIN CONFIGURATION AS SHOWN

AND NOTED HERE.

GENERAL SHEET NOTES

1. SEE SHEET G-002 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

2. CONTRACTOR SHALL CUT AND CAP ENDS OF

EXISTING UTILITIES INDICATED TO BE

ABANDONED IN PLACE PER INDUSTRY

STANDARD.

3. EXISTING INFORMATION SHOWN IS A

COMBINATION OF SURVEY DATA, GIS

INFORMATION, AND FIELD OBSERVATION.

PIPE REMOVAL

QUANTITIES

GAS WATER SANITARY

15.5 LF (3/4") 22 LF (2") 5 LF (3")

18.5 LF (4") 96 LF (6") 10 LF (4")

191 LF (6")

FOR CONSTRUCTION

100% FINAL DESIGN

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AIR FORCE ACADEMY

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SAN SAN

SAN

SAN SAN SAN

SAN SAN SAN SA

C O

N P

W N

P W

N P

NPW NPW NPW NPW

W W

E E

6" SANITARY

3" WATER

GATE 7

GATE 5

GATE 3

3/4" WATER

1.5" GAS

MEN'S RR

CONCESSION

WOMEN'S

WOMEN'S RR

MEN'S RR

MEDIA

INTERVIEW

ROOM

ELEC. SWITCH PANEL

ELEC. METER

TRANSFORMER

ELEC. VAULT

ELEC. MARKER POST

ELEC. HANDHOLE

WATER CATHODE

PROTECTION TEST

ELEC. RISER

ELEC. MARKER POST

METAL STRUTS AND FRAME

ELEC. RISER

SCOREBOARD

SANITARY MH

RIM=6619.23'

INV IN (W - 8" CLAY) = 6614.37'

INV OUT (E - 10" CLAY) = 6614.35'

SANITARY MH

RIM=6642.60'

INV IN (W - 6"-8" CLAY) = 6654.11'

INV IN (S - 6"-8" CLAY) = 6634.01'

INV OUT (E - 6"-8" CLAY) = 6633.01'

SANITARY MH

RIM=6676.74'

INV IN (W - 6" CLAY) = 6667.20'

INV IN (S - 6" CLAY) = 6667.73'

INV OUT (E - 6"-8" CLAY) = 6667.07'

SANITARY MH

RIM=6718.08'

INV IN (N - 6" CLAY) = 6706.60'

INV OUT (E - 6"-8" CLAY) = 6706.47'

3/4" WATER

1" WATER

3" SANITARY

4" SANITARY

3" SANITARY

4" SANITARY

6" SANITARY

FUTURE ELEVATOR

PROJECT NO. XQPZ 12-0107

FUTURE ELEVATOR

PROJECT NO. XQPZ 12-0107

3/4" WATER

UTILITY POTHOLE INFORMATION *

POINT NO.

MATERIAL DEPTH TO TOP BOTTOM NOTESUTILITY

40" 44" 4" BLACK W/ REDELEC PVC

* UTILITY POTHOLE INFORMATION PROVIDED BY DIVERSIFIED UNDERGROUND INC. 3/26/19 AND 3/27/19

ELEC

CABLES

25" 26" (3) 1/4" STREET LIGHT

- - NO LOCATES DNF

4 ELEC CABLES 28" 29"

5 ELEC? STEEL 31" 33" 2" STEEL LINE

6 ELEC PVC 28" 32" (2) 2" GRAY PVC

(3) 1/4" STREET LIGHT

Sheet

Sheet of 29

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

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

D X

D D

O U

H R

A D

A B

H E

A R

N E

L L

E D

N O

I L L

O U

H R

A D

A A

N R

I L

I T

I E

A L

C O

T A

D I U

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e e n w o a v d

G r e e n w o l l a g e

T E

F A

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E R

R I C

K c o m

EXISTING CONDITIONS AND DEMOLITION PLAN - AREA 5

SCALE: 1" = 20'

KEY MAP

N.T.S.

1 2

5 6

40'10'0 20'

M A

T C

H L

I N

CD105

MATCHLINE: SEE SHEET CD103

E X

I S

T I N

O N

D I T

I O

D E

M O

L I T

I O

L A

R E

SHEET KEYNOTES

1. REMOVE AND DEMOLISH EXISTING WATER

PIPING, VALVES, AND FITTINGS

2. REMOVE AND DEMOLISH EXISTING GAS

PIPING, VALVES, AND FITTINGS

3. SAWCUT, REMOVE AND DEMOLISH PAVEMENT.

PAVEMENT DEMOLITION BOUNDARIES SHOWN

ARE IN THE AREA OF WORK. CONTRACTOR

SHALL REMOVE PAVEMENT IN COMPLETE

SLABS TO THE NEAREST JOINTS BASED ON

FIELD CONDITIONS. CONTRACTOR SHALL

REPLICATE THE EXISTING CONCRETE JOINT

PATTERN WHEN REPLACING REMOVED

CONCRETE.

4. ABANDON EXISTING UTILITY IN PLACE

5. REMOVE EXISTING FIRE HYDRANT

6. UTILITY TO REMAIN

7. REMOVE AND DEMOLISH EXISTING SANITARY

SEWER LATERAL AND SERVICE LINES.

8. REFER TO PROJECT NUMBER XQPZ170107

FOR FURTHER INFORMATION ON RESTROOM

RENOVATIONS.

GENERAL SHEET NOTES

1. SEE SHEET G-002 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

2. CONTRACTOR SHALL CUT AND CAP ENDS OF

EXISTING UTILITIES INDICATED TO BE

ABANDONED IN PLACE PER INDUSTRY

STANDARD.

3. EXISTING INFORMATION SHOWN IS A

COMBINATION OF SURVEY DATA, GIS

INFORMATION, AND FIELD OBSERVATION.

PIPE REMOVAL

QUANTITIES

GAS WATER SANITARY

184 LF (1.5") 125.6 LF (3/4") 14 LF (3")

168.6 LF (3") 20 LF (4")

205 LF (6")

FOR CONSTRUCTION

100% FINAL DESIGN

AutoCAD SHX Text

AIR FORCE ACADEMY

AutoCAD SHX Text

UNITED STATES

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IRRIGATION BOXES

SAN SAN SAN

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 7, 2020.