AMEND006 Drawings 20200729.pdf

CONSTRUCTION SAFETY/PHASING PLAN

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

0150 150 300

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LEGEND

C-006

CONSTRUCTION SAFETY/PHASING PLAN

TEMPORARY OFF-PAVEMENT

FENCE DETAIL

TEMPORARY ON-PAVEMENT

FENCE EXAMPLES

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AIRPORT VEHICLE SERVICE ROAD (VSR)

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TO A/DACG

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EXISTING APRON

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EXISTING A/DACG APRON

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WATER HYDRANT

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1. CONTRACTOR SHALL VERIFY WATER LOCATION, AVAILABILITY, AND METERING WITH THE CITY OF CONTRACTOR SHALL VERIFY WATER LOCATION, AVAILABILITY, AND METERING WITH THE CITY OF COLORADO SPRINGS. ANY ACCESS TO SOURCES WITHIN AIRPORT PROPERTY FROM WORK AREA TO BE COORDINATED WITH COLORADO SPRINGS AIRPORT (COS). 2. WATER IS AVAILABLE FROM HYDRANT 1 AS SHOWN ADJACENT TO THE A/DACG RAMP. WATER IS AVAILABLE FROM HYDRANT 1 AS SHOWN ADJACENT TO THE A/DACG RAMP. COORDINATION WITH FORT CARSON AND COLORADO SPRINGS UTILITIES (CSU) IS REQUIRED FOR ITS USE. THE CONTRACTOR SHALL OBTAIN A METER, BACKFLOW PREVENTER, SITE SPECIFIC PERMIT FROM CSU, WRITTEN APPROVAL/PERMITS FROM FORT CARSON AND PAY THE APPLICABLE PARTY FOR THE USE OF WATER. PERMITS AND A HYDRANT USE AGREEMENT MUST BE PROVIDED TO THE AIRPORT BEFORE USE. AN INSPECTION OF THE HYDRANT SHALL BE CONDUCTED BY THE AIRPORT AND/OR FORT CARSON PRIOR TO USE. ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. A WATER TOWER OR OTHER TYPE OF FILL STATION WILL BE REQUIRED AS ACCESS AT THE HYDRANT FOR FILLING WILL NOT BE ALLOWED. PROPERLY BADGED PEOPLE MAY EXIT THE CONSTRUCTION SITE TO OPERATE THE HYDRANT VALVE. 3. CONTRACTOR TO INSTALL ALL TEMPORARY FENCING AND GATES. AT THE END OF THE PROJECT, CONTRACTOR TO INSTALL ALL TEMPORARY FENCING AND GATES. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL REMOVE FENCING AND GATES 4 CONTRACTOR SHALL REHABILITATE ALL DISTURBED AREAS (GRADING, SEEDING, MULCH). CONTRACTOR SHALL REHABILITATE ALL DISTURBED AREAS (GRADING, SEEDING, MULCH). CONTRACTOR IS REQUIRED TO PROVIDE AN APPROPRIATELY BADGED EMPLOYEE TO STRICTLY MONITOR HAULING, GRADING, COMPACTION, EROSION CONTROL, SEEDING, AND MULCHING ACTIVITIES IN THIS SOIL WASTE AREA. 6. CONSTRUCTION LIMITS AND FLAGMEN: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN CONSTRUCTION LIMITS AND FLAGMEN: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. ABSOLUTELY NO CONTRACTOR VEHICLES WILL BE ALLOWED ON OTHER ACTIVE AIRFIELD OPERATIONS AREAS. PROPERLY BADGED STAFF MUST ACCOMPANY ANY EXCURSIONS FROM THE CONSTRUCTION SITE TO WASTE SOIL OR ACCESS THE HYDRANT.

AutoCAD SHX Text MATERIALS STAGING, STOCKPILE AREA, AND BATCH PLANT LOCATION JOB TRAILER AND PERSONNEL PARKING CONTRUCTION WORK ZONE -NO CLOSURE OF AOA SURFACES REQUIRED- CONTRACTOR ACCESS EXISTING AIRPORT SECURITY FENCE CONTRACTOR SHALL INSTALL TEMPORARY FENCE AT BEGINNING OF PROJECT.

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TEMPORARY GATE

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CONTRACTOR MANUAL ACCESS GATE (ACP 50)

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TEMPORARY GATE

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EXISTING SECURITY GATE

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FABRIC BARB

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EMBED TEMPORARY GALVANIZED POST INTO GROUND.

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1. MINIMUM REQUIREMENTS FOR TEMPORARY FENCING: SINCE MOST OF THE FENCING MINIMUM REQUIREMENTS FOR TEMPORARY FENCING: SINCE MOST OF THE FENCING IS TEMPORARY AND ON-PAVEMENT, PROVIDE TEMPORARY FENCE PANELS CONSTRUCTED OF MINIMUM 1-3/8” STEEL TUBING AND 11-1/2 GAUGE CHAIN LINK STEEL TUBING AND 11-1/2 GAUGE CHAIN LINK FABRIC. MINIMUM FENCE PANELS HEIGHT - 6-FEET. PANELS SHALL HAVE BASES SUITABLE TO MAKE THE FENCE FREE STANDING. PROVIDE SANDBAGS OR OTHER BALLAST AS NECESSARY TO PREVENT TIP-OVER IN HIGH WINDS. ALL TEMPORARY FENCING SHALL BE COMPOSED OF INTERLOCKING PANELS THAT, ONCE ASSEMBLED, CAN NOT BE SEPARATED OR LIFTED. THERE SHALL BE NO GAPS GREATER THAN 6 INCHES. OTHER TEMPORARY FENCE MATERIALS WILL BE CONSIDERED BUT MUST BE APPROVED BY THE COLORADO SPRINGS AIRPORT. PENETRATION OR MODIFICATION OF ANY KIND TO THE EXISTING ASPHALT OR CONCRETE SURFACES IS NOT ALLOWED. FOR THOSE PORTIONS OF FENCE ON SOIL, DRIVEN POSTS SHALL BE USED AS SHOWN IN THE DETAIL BELOW. TEMPORARY GATES WILL REQUIRE REGULAR END PANEL(S) TO HANG THE GATE.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

050 50 100

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C-101

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

010 10 20

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1. SEE M.E.P DRAWINGS FOR UTILITY ENTRANCE LOCATIONS. SEE M.E.P DRAWINGS FOR UTILITY ENTRANCE LOCATIONS. INSTALL 30'-0" TALL FLAGPOLE. ENSURE NO CONFLICT WITH UNDERGROUND UTILITIES. 3. SEE CU DRAWINGS FOR UTILITY LAYOUT AND DESIGN.SEE CU DRAWINGS FOR UTILITY LAYOUT AND DESIGN.

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SEE SHEET E-100 FOR SITE LIGHTING

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

0100 100 200

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AutoCAD SHX Text NOTE: CONTRACTOR SHALL CONTINUE SIMILAR GRADING SCHEME FOR EXCESS SOIL PLACED AND COMPACTED IN THIS AREA. 2. AN ADEQUATE AMOUNT OF AREA TO AN ADEQUATE AMOUNT OF AREA TO RECEIVE THE EXCESS SOIL SHALL BE STRIPPED OF TOPSOIL TO THE BOTTOM OF THE ROOT ZONE. ONCE EMBANKMENT, COMPACTION TO 95% MDD, AND GRADING ARE COMPLETE, REPLACE TOPSOIL PER SPECIFICATION T-905. THEN SEED AND MULCH PER SPECIFICATIONS T-901 & T-908. 3. STRIPPING, TOPSOIL, SEED AND STRIPPING, TOPSOIL, SEED AND MULCH ARE INCIDENTAL TO THE SPOILS DISPOSAL BID ITEM. PERMITTING AND ANY REQUIRED EROSION CONTROL PROTECTION FOR THIS AREA ARE ALSO INCIDENTAL TO THE SOILS DISPOSAL BID ITEM. 4. PERMITS: IT IS THE RESPONSIBILITY PERMITS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS FOR CONSTRUCTION AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO, STORMWATER CONSTRUCTION GENERAL PERMIT, STORM WATER MANAGEMENT PLAN, AIR QUALITY PERMIT FOR BATCH PLANT, ETC. 5. ACCESS OUTSIDE THE CONSTRUCTION ACCESS OUTSIDE THE CONSTRUCTION FENCE MUST BE COORDINATED WITH THE AIRPORT AND CONTINUOUSLY MONITORED BY AN APPROPRIATELY BADGED” CONTRACTOR EMPLOYEE. CONTRACTOR EMPLOYEE.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

0100 100 200

SITE PLAN

SPOILS PLAN

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AutoCAD SHX Text NOTE: CONTRACTOR SHALL CONTINUE SIMILAR GRADING SCHEME FOR EXCESS SOIL PLACED AND COMPACTED IN THIS AREA. 2. AN ADEQUATE AMOUNT OF AREA TO AN ADEQUATE AMOUNT OF AREA TO RECEIVE THE EXCESS SOIL SHALL BE STRIPPED OF TOPSOIL TO THE BOTTOM OF THE ROOT ZONE. ONCE EMBANKMENT, COMPACTION TO 95% MDD, AND GRADING ARE COMPLETE, REPLACE TOPSOIL PER SPECIFICATION T-905. THEN SEED AND MULCH PER SPECIFICATIONS T-901 & T-908. 3. STRIPPING, TOPSOIL, SEED AND STRIPPING, TOPSOIL, SEED AND MULCH ARE INCIDENTAL TO THE SOILS DISPOSAL BID ITEM. PERMITTING AND ANY REQUIRED EROSION CONTROL PROTECTION FOR THIS AREA ARE ALSO INCIDENTAL TO THE SOILS DISPOSAL BID ITEM. 4. PERMITS: IT IS THE RESPONSIBILITY PERMITS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS FOR CONSTRUCTION AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO, STORMWATER CONSTRUCTION GENERAL PERMIT, STORM WATER MANAGEMENT PLAN, AIR QUALITY PERMIT FOR BATCH PLANT, ETC. 5. ACCESS OUTSIDE THE CONSTRUCTION ACCESS OUTSIDE THE CONSTRUCTION FENCE MUST BE COORDINATED WITH THE AIRPORT AND CONTINUOUSLY MONITORED BY AN APPROPRIATELY BADGED” CONTRACTOR EMPLOYEE. CONTRACTOR EMPLOYEE.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

020 20 40

(SCALE IN FEET)

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CULVERT EXTENSION PLAN AND PROFILE CULVERT PLAN AND PROFILE

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STORM DRAIN

PLAN AND PROFILES

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EXISTING GROUND

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FINISHED GROUND

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PROP GAS BY UTILITY STA 0+17.1

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12" WATER BY OTHERS STA 0+59.6

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PROP UGP STA 0+76.8

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PROP 4" SSS STA 1+35.6

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STANDARD ASPHALT PAVEMENT SECTION

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STANDARD ASPHALT PAVEMENT SECTION

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AutoCAD SHX Text REMOVE AND SALVAGE EXISTING F.E.T.S. TO AIRPORT. CONTRACTOR TO CONNECT TO EXISTING RCP. ENSURE MINIMUM CLEARANCE REQUIRED BY CSU IS MET.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

CU-400

WATER CONSTRUCTION

PLAN COVER

SIGNED: ____________________________________________________________

OWNER/DEVELOPER

OWNER/DEVELOPER (PRINT NAME)

DBA: ________________________________________________________________

ADDRESS: ___________________________________________________________

PHONE: ______________________________________________________________

EMAIL:________________________________________________________________

DATE: __________________________

OWNER/DEVELOPER PLAN APPROVAL

THE UNDERSIGNED OWNER/DEVELOPER AGREES THAT THEY SHALL, AT THEIR EXPENSE, BE SOLELY RESPONSIBLE FOR 1) THE

INSTALLATION OF THE PROPOSED UTILITY INFRASTRUCTURE IN ACCORDANCE WITH THESE PLANS, AND 2) ALL DAMAGES AND DEFECTS

ARISING FROM, OR RELATED TO, THE INSTALLATION, MAINTENANCE OR OPERATION OF THE PUBLIC UTILITY INFRASTRUCTURE FROM THE

DATE OF PRELIMINARY ACCEPTANCE FOR A PERIOD OF TWO YEARS, OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS LATER.

THE UNDERSIGNED UNDERSTANDS THAT ALL PRIVATE UTILITY INFRASTRUCTURE, AS INDICATED ON THESE PLANS, SHALL REMAIN THE

PROPERTY OF THE OWNER AND SHALL BE MAINTAINED BY THE OWNER, AS REQUIRED BY COLORADO SPRINGS UTILITIES' LINE EXTENSION

AND SERVICE STANDARDS.

PUBLIC FACILITIES PROPOSED PRIVATE FACILITIES PROPOSED

CSFD ACCEPTANCE

ALL FIRE HYDRANTS SHALL BE INSTALLED ACCORDING TO COLORADO

SPRINGS UTILITIES' WATER LINE EXTENSION AND SERVICE STANDARDS.

THE NUMBER OF HYDRANTS AND HYDRANT LOCATIONS AS SHOWN ON THIS

WATER PLAN ARE CORRECT AND ADEQUATE TO SATISFY THE FIRE

PROTECTION REQUIREMENTS AS SPECIFIED BY THE CITY OF COLORADO

SPRINGS FIRE DEPARTMENT.

SIGNED: ____________________________________________________________

CSFD, DIVISION OF THE FIRE MARSHAL

CSFD PLAN REVIEW NO.: _______________________________________

NOTICE OF FIRE SERVICE LINE INTEGRITY TEST:

PRIOR TO ACCEPTANCE OF ANY FIRE SERVICE LINE BY THE COLORADO

SPRINGS FIRE DEPARTMENT:

· ALL FIRE SERVICE LINES SHALL BE HYDROSTATICALLY TESTED AND

FLUSHED PER COLORADO SPRINGS FIRE DEPARTMENT REQUIREMENTS

· ALL ACCEPTANCE TESTING OF WATER SUPPLY SYSTEMS FOR FIRE

PROTECTION SHALL BE WITNESSED BY AN APPROVED COLORADO

SPRINGS FIRE DEPARTMENT REPRESENTATIVE

PRESSURE TEST

PRESSURIZE THE FIRE SERVICE LINE FROM THE POINT OF CONNECTION AT

THE MAIN TO THE POINT OF CONNECTION TO THE SPRINKLER SYSTEM AT 200

PSI, OR 50 PSI ABOVE STATIC PRESSURE FOR A MINIMUM OF 2 HOURS. THIS

TEST IS BEST PERFORMED BEFORE COMPLETELY BACKFILLING SO THAT ALL

JOINTS ARE EXPOSED.

FLUSH TEST

THE FIRE SERVICE LINE SHALL BE FLUSHED AT PER NFPA 24 "STANDARD

FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES"

COLORADO SPRINGS AIRTANKER BASE

COLORADO SPRINGS, CO

WATER CONSTRUCTION PLANS

NEW AIRTANKER BASE

COLORADO

SPRINGS

MUNICIPAL

AIRPORT

VICINITY MAP

PROJECT TEAM:

OWNER

PRIME CONSULTANT

FIRE FLOW

ACCORDING TO CALCULATIONS REVIEWED BY COLORADO SPRINGS

UTILITIES, THE THEORETICAL AVAILABLE FIRE FLOW AT EACH FIRE HYDRANT

NODE UNDER MAXIMUM DAY DEMAND CONDITIONS WITH A 20 PSI RESIDUAL

IS AS FOLLOWS (ACTUAL FIRE FLOW MAY VARY DUE TO VARIOUS

PARAMETERS):

NODE

FIRE FLOW

(GPM)

PSI @ MDD

COLORADO SPRINGS UTILITIES

WATER CONSTRUCTION PLAN APPROVAL

DHA 2800

147-R 2800

DHB 3000

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CATCH BASIN RIM=6078.2 BOTTOM ELEV=6067.7

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24" FES/RCP INV=6074.1'

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STORM MH RIM=6081.46' 30" RCP(N)=6075.2' 30" RCP(S)=6074.6' 24" RCP(E)=6075.7'

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30"FES/RCP INV=6088.0

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ASPHALT MILLING STOCK PILE

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SCARIFIED ASPHALT ROAD

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AutoCAD SHX Text USDA FOREST SERVICE ROCKY MOUNTAIN REGION 740 SIMMS STREET GOLDEN, COLORADO 80401 CIVIL ENGINEER/STRUCTURAL ENGINEER ROBERT PECCIA & ASSOCIATES 3147 SADDLE DRIVE HELENA, MONTANA 59601 406.447.5000 www.rpa-hln.com ARCHITECT ANDERSON MASON DALE ARCHITECTS 3198 SPEER BOULEVARD DENVER, CO 80211 303.294.9448 www.amdarchitects.com ELECTRICAL/MECHANICAL ENGINEER THE RMH GROUP, INC. 12600 W. COLFAX AVENUE, SUITE A-400 LAKEWOOD, COLORADO 80215 303.239.0909 www.rmhgroup.com TECHNOLOGY BRANCH PATTERN 717 17TH STREET DENVER, COLORADO 80202 303.382.1920 www.branchpattern.com COST ESTIMATION PARAMETRIX, INC. 7186 SOUTH HIGHLAND DRIVE #200 SALT LAKE CITY, UTAH 84121 801-733-5900 www.parametrix-cost.com GEOTECHNICAL REPORT GEOCAL INC. 7920 SOUTH FRASER STREET CENTENNIAL, COLORADO 80112 303.337.0338 www.geocal.us LANDSCAPE ARCHITECT N/A

AutoCAD SHX Text A. FIMS MAP NUMBER: Q-40 FIMS MAP NUMBER: Q-40 B. TAX SCHEDULE NO.: 5400000211 TAX SCHEDULE NO.: 5400000211 C. PRESSURE ZONE: HIGHLINE PRESSURE ZONE: HIGHLINE D. MAX STATIC PRESSURE: 134 PSI MAX STATIC PRESSURE: 134 PSI E. UTILITY DESIGN CAD FILE NO.: UTILITY DESIGN CAD FILE NO.: F. UAP FILE NO: NA UAP FILE NO: NA G. DEVELOPMENT PLAN NO.: DEVELOPMENT PLAN NO.: APPROVAL DATE: H. PLAT REC. NO.: NA PLAT REC. NO.: NA I. PUBLIC UTILITY EASEMENT REC. NO: NA PUBLIC UTILITY EASEMENT REC. NO: NA J. NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: NA NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: NA K. NOTICE OF PRIVATE WATER SYSTEM REC. NO.: NANOTICE OF PRIVATE WATER SYSTEM REC. NO.: NA

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PLAN INFORMATION BLOCK CSU WATER L.E.S.S. 3.6.F

AutoCAD SHX Text APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER: 2020-W056 WORK ORDER NUMBER: 3572671 2020-W056 WORK ORDER NUMBER: 3572671 WORK ORDER NUMBER: 3572671 3572671 CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

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USDA FS OPERATIONS BUILDING 3475 BUD BRECKNER BLVD.

RETARDANT STORAGE BUILDING 3455 BUD BRECKNER BLVD.

W

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W

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12''W 12''W 12''W

12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

030 30 60

WATER SITE PLAN

NOTES:

CU-403

WATER SITE PLAN

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CONCRETE APRON BY OTHERS

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FIRE HYDRANT AND 12" PVC C900 WATER MAIN BY OTHERS

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1. ALL UTILITIES TO MEET HORIZONTAL AND VERTICAL CLEARANCE/SEPARATION ALL UTILITIES TO MEET HORIZONTAL AND VERTICAL CLEARANCE/SEPARATION DISTANCES NOTED IN TABLES 2.6.G.3 AND 2.6.G.4 OF THE CSU WATER LINE EXTENSION AND SERVICE STANDARDS. REFERENCE COLORADO SPRINGS UTILITIES STANDARD DETAILS FOR WATER SERVICES: B1-1 - TAPPING DETAILS 3/4" THRU 2" FOR TYPE "K" COPPER B1-3 - TYPICAL INSTALLATION FOR TYPE "K" COPPER SERVICE LINE, STOP BOX AND TYPICAL INSTALLATION FOR TYPE "K" COPPER SERVICE LINE, STOP BOX AND METER INSTALLATION 3/4" - 2" SEE ENERTIA/RS&H DRAWINGS 10.2.2019.

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WATER MAIN CONNECTION AT RETARDANT PAD

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FIRE HYDRANT PROTECTION POSTS

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EXISTING 16" DIP WATER MAIN

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FIRE HYDRANT APPROVED/INSTALLED CSU PROJ. NO.: 2019-W185

W

W

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W

W

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

010 10 20

(SCALE IN FEET)

05 5 10

FIRE HYDRANT BRANCH LINE PLAN AND PROFILE

CU-406

FIRE HYDRANT BRANCH LINE

PLAN AND PROFILE

NOTES:

COLORADO SPRINGS UTILITIES

CONSTRUCTION PLAN APPROVAL

*HYDRANT INSTALLED/APPROVED

PER CSU PROJ. NO. 2019-W185

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1. ALL FITTINGS AND VALVES SHALL BE ALL FITTINGS AND VALVES SHALL BE THRUST BLOCKED OR RESTRAINED IN ACCORDANCE WITH APPLICABLE CSU STANDARD DETAILS A4-2 - A4-8. 2. ALL UTILITIES TO MEET HORIZONTAL AND ALL UTILITIES TO MEET HORIZONTAL AND VERTICAL CLEARANCE/SEPARATION DISTANCES NOTED IN TABLES 2.6.G.3 AND 2.6.G.4 OF THE CSU WATER LINE EXTENSION AND SERVICE STANDARDS. SEE ENERTIA/RS&H DRAWINGS 2.24.2020.

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STA 0+27.4 6" DI 90° BEND (MJ)(VERT)

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ELEV=6094.0

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VALVE SETTING

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APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER: _________________ WORK ORDER NUMBER: __________________ CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

CU-500

UTILITY SERVICE

CONSTRUCTION PLAN COVER

SIGNED: ____________________________________________________________

OWNER/DEVELOPER

OWNER/DEVELOPER (PRINT NAME)

DBA: ________________________________________________________________

ADDRESS: ___________________________________________________________

PHONE: ______________________________________________________________

EMAIL:________________________________________________________________

DATE: __________________________

OWNER/DEVELOPER PLAN APPROVAL

THE UNDERSIGNED OWNER/DEVELOPER AGREES THAT THEY SHALL, AT THEIR EXPENSE, BE SOLELY RESPONSIBLE FOR 1) THE

INSTALLATION OF THE PROPOSED UTILITY INFRASTRUCTURE IN ACCORDANCE WITH THESE PLANS, AND 2) ALL DAMAGES AND DEFECTS

ARISING FROM, OR RELATED TO, THE INSTALLATION, MAINTENANCE OR OPERATION OF THE PUBLIC UTILITY INFRASTRUCTURE FROM THE

DATE OF PRELIMINARY ACCEPTANCE FOR A PERIOD OF TWO YEARS, OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS LATER.

THE UNDERSIGNED UNDERSTANDS THAT ALL PRIVATE UTILITY INFRASTRUCTURE, AS INDICATED ON THESE PLANS, SHALL REMAIN THE

PROPERTY OF THE OWNER AND SHALL BE MAINTAINED BY THE OWNER, AS REQUIRED BY COLORADO SPRINGS UTILITIES' LINE EXTENSION

AND SERVICE STANDARDS.

PUBLIC FACILITIES PROPOSED PRIVATE FACILITIES PROPOSED

COLORADO SPRINGS AIRTANKER BASE

COLORADO SPRINGS, CO

UTILITY SERVICE CONSTRUCTION PLANS

NEW AIRTANKER BASE

COLORADO

SPRINGS

MUNICIPAL

AIRPORT

VICINITY MAP

PROJECT TEAM:

OWNER

PRIME CONSULTANT

COLORADO SPRINGS UTILITIES

CONSTRUCTION PLAN APPROVAL

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CONC PAD

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METER PANEL

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CARD READER

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AutoCAD SHX Text A. FIMS MAP NUMBER: Q-40 FIMS MAP NUMBER: Q-40 B. TAX SCHEDULE NO.: 5400000211 TAX SCHEDULE NO.: 5400000211 C. PRESSURE ZONE: HIGHLINE PRESSURE ZONE: HIGHLINE D. MAX STATIC PRESSURE: 134 PSI MAX STATIC PRESSURE: 134 PSI E. UTILITY DESIGN CAD FILE NO.: UTILITY DESIGN CAD FILE NO.: F. UAP FILE NO: UAP FILE NO: G. DEVELOPMENT PLAN NO.: DEVELOPMENT PLAN NO.: APPROVAL DATE: H. PLAT REC. NO.: PLAT REC. NO.: I. PUBLIC UTILITY EASEMENT REC. NO: NA PUBLIC UTILITY EASEMENT REC. NO: NA J. NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: NA NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: NA K. NOTICE OF PRIVATE WATER SYSTEM REC. NO.: NANOTICE OF PRIVATE WATER SYSTEM REC. NO.: NA

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PLAN INFORMATION BLOCK CSU WATER L.E.S.S. 3.6.F

AutoCAD SHX Text USDA FOREST SERVICE ROCKY MOUNTAIN REGION 740 SIMMS STREET GOLDEN, COLORADO 80401 CIVIL ENGINEER/STRUCTURAL ENGINEER ROBERT PECCIA & ASSOCIATES 3147 SADDLE DRIVE HELENA, MONTANA 59601 406.447.5000 www.rpa-hln.com ARCHITECT ANDERSON MASON DALE ARCHITECTS 3198 SPEER BOULEVARD DENVER, CO 80211 303.294.9448 www.amdarchitects.com ELECTRICAL/MECHANICAL ENGINEER THE RMH GROUP, INC. 12600 W. COLFAX AVENUE, SUITE A-400 LAKEWOOD, COLORADO 80215 303.239.0909 www.rmhgroup.com TECHNOLOGY BRANCH PATTERN 717 17TH STREET DENVER, COLORADO 80202 303.382.1920 www.branchpattern.com COST ESTIMATION PARAMETRIX, INC. 7186 SOUTH HIGHLAND DRIVE #200 SALT LAKE CITY, UTAH 84121 801-733-5900 www.parametrix-cost.com GEOTECHNICAL REPORT GEOCAL INC. 7920 SOUTH FRASER STREET CENTENNIAL, COLORADO 80112 303.337.0338 www.geocal.us LANDSCAPE ARCHITECT N/A

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USDA FS OPERATIONS BUILDING 3475 BUD BRECKNER BLVD.

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RETARDANT STORAGE BUILDING 3455 BUD BRECKNER BLVD.

APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER: 2020-C042 WORK ORDER NUMBER: CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

S

12''W 12''W 12''W

12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R-2

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

NATIONAL GRASSLANDS

RD

HS

CJ & HM

JULY 23, 2020

COLORADO SPRINGS AIRTANKER BASE 182

(SCALE IN FEET)

020 20 40

UTILITY SERVICE SITE PLAN

NOTES:

CU-503

UTILITY SERVICE SITE PLAN

COLORADO SPRINGS UTILITIES

CONSTRUCTION PLAN APPROVAL

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36" RCP STORM DRAIN BY OTHERS

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1. ALL UTILITIES TO MEET HORIZONTAL AND VERTICAL CLEARANCE/SEPARATION DISTANCES ALL UTILITIES TO MEET HORIZONTAL AND VERTICAL CLEARANCE/SEPARATION DISTANCES NOTED IN TABLES 2.6.G.3 AND 2.6.G.4 OF THE CSU WATER LINE EXTENSION AND SERVICE STANDARDS. REFERENCE CSU STANDARD DETAIL D1-6 TYPICAL WASTEWATER SERVICE LINE TAPPING METHOD. FIELD VERIFY CONNECTION ELEVATION. REFERENCE COLORADO SPRINGS UTILITIES STANDARD DETAILS FOR WATER SERVICES: B1-1 - TAPPING DETAILS 3/4" THRU 2" FOR TYPE "K" COPPER B1-2 - DETAILS FOR TAPS 4" AND OVER FOR DUCTILE IRON OR PVC PIPE B1-3 - TYPICAL INSTALLATION FOR TYPE "K" COPPER SERVICE LINE, STOP BOX AND METER TYPICAL INSTALLATION FOR TYPE "K" COPPER SERVICE LINE, STOP BOX AND METER INSTALLATION 3/4" - 2" CURB STOPS TO BE INSTALLED ON WATER SERVICE LINES 5'-0" FROM WATER MAIN. CONTRACTOR SHALL USE TRENCHLESS TECHNOLOGY FOR SANITARY SEWER UNDER ROAD. SEE ENERTIA/RS&H DRAWINGS 10.2.2019. CSU PROJ. NO. 2018-W185 (WATER) CSU PROJ. NO. 2018-S086 (WASTEWATER) ONE-WAY CLEANOUTS REQUIRED EVERY 100' AND TWO-WAY CLEANOUTS EVERY 200'.

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8" PVC SEWER MAIN BY OTHERS CSU PROJ. NO. 2018-S086

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4" SEWER SERVICE TAP INV ELEV=6071.90

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184 LF 4" SANITARY SEWER SERVICE SCH 40 PVC

AutoCAD SHX Text 5'-0" SANITARY SEWER MANHOLE BY OTHERSRIM=6082.60 INV IN ELEV=6071.80 INV OUT ELEV=6071.50

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AutoCAD SHX Text 4'-0" SANITARY SEWERMANHOLE BY OTHERS RIM=6078.06 INV IN ELEV=6069.85 INV OUT ELEV=6069.75

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15 LF 1" WATER SERVICE

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130 LF 2" WATER SERVICE

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12" PVC C900 WATER MAIN BY OTHERS CSU PROJ. NO. 2019-W185

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AutoCAD SHX Text 341 LF 4" SANITARY SEWER SERVICE SCH 40 PVC. SLOPE ~ 0.04 ENTIRE LENGTH OF SERVICE

AutoCAD SHX Text APPROVED BY: ____________________________________ DATE: ___________________ PROJECT NUMBER: 2020-C042 WORK ORDER NUMBER: CSU SHEET _____ OF _____ APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

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INVERT AT BUILDING=6088.0'

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INVERT AT BUILDING=6088.0'

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1" TAP

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AutoCAD SHX Text SSS CROSSING WATER MAIN ELEV=6087.53 (TOP) SSS INV ELEV=6084.0 (MIN) CLEARANCE = 2.08 FT

AutoCAD SHX Text SSS CROSSING WATER MAIN ELEV=6086.69 (TOP) SSS INV ELEV=6081.94 (MIN) CLEARANCE = 3.75 FT

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2" SADDLE TAP

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AutoCAD SHX Text SSS CROSSING SD MAIN ELEV=6079.15 (BOP) SSS INV ELEV=6075.69 (MIN) CLEARANCE = 3.11 FT

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4" SEWER SERVICE TAP INV ELEV=6073.23

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DOUBLE CLEANOUT

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CLEANOUT

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DOUBLE CLEANOUT

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CLEANOUT

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DOUBLE CLEANOUT

SS CLEANOUT

1234567

WF1.3

N/S TYP.

20' - 0"

E W

TY

P

C J

C J

C J

CJ

CJ

CJ

S

LO

P E

S.

C .D

10" CONCRETE SLAB-ON-GRADE REINF.

W/ #5@12"o.c. EA WAY CENTERED;

SUPPORTED ON 4" THICK, FREE-DRAINING

GRANULAR COMPACTED BASE, OVER 5

FEET COMPACTED ENGINEERED FILL.

S-305

S-305

EL=6094.00'

T.O.W.

STORAGE BLDG

SEE S-201s

S-305

120' - 0"

/1 S-201s /1 S-201s

MATCHLINEMATCHLINE

EL=6096.00'

T.O.W.

WALL CONTROL JOINT,

SEE 6/S-300A TYP.

CONTRACTION JT

CONTRACTION JT

C O N T R A C T

IO

N

J T

C O N T R A C T

IO

N

J T

SEE 5/S-300C

FOR TYPICAL SLAB

CONTRACTION AND

CONTROL JOINTS

CONTROL JOINT,

U.N.O.

S-305

S-304

S-303

S-303

40' - 0"

SLOPE T.O.W. (APPROX. 1.7%

SLOPE) ALONG NORTH EDGE

OF CONTAINMENT SLAB

EL=6096.00'

T.O.W.

EL=6094.00'

T.O.W.

A

A

A

A

A

S H E E T

F L O W

S .C .D

R-2

TL

TNEMT

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E D

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U

Forest Sheet Title: Sub Sheet:

SheetChecked:

Design:

Date:

Drawn:

ROCKY MOUNTAIN REGION

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

OF

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

COLORADO SPRINGS AIRTANKER BASE

Project No:

MTM

ECS

MTM

182NATIONAL GRASSLANDS JULY 2020

S-201r

RETARDANT MIXING PLANT

CONTAINMENT SLAB

8'32' 4'16'3/32" = 1'-0"

RETARDANT MIXING PLANT CONTAINMENT

SLAB

N

8'32' 4'16'

2 CONTAINMENT SLAB AXON VIEW

P E R

P

LA

N

TH

IC

K N E S S

PER PLAN

WIDTH

METAL PANEL

FINISH, S.A.D.C-CHANNEL GIRT

(BY MB MANUF.)

GRID

CONC. SLAB-ON-

GRADE PER PLAN

EL=97'-2"

T.O.F.

SPREAD FTG SIZE &

REINF. PER S-201s

SUBGRADE PREP PER

6/S-300C

ALT. HOOK DIRECTION

EVERY OTHER BAR

#4 VERT. REINF. @18"o.c.

HOOKED @ T.O.W. & INTO

FTG, CTRD IN WALL

(1)#4 HORIZ.

REINF. EQ SPAC.

BTWN T&B BARS

2.5% SLOPE

ASPHALT PAVEMENT,

S.C.D.

6" CONC. PERIM. FDN

WALL

METAL BLDG BY-PASS Z-GIRT

(BY METAL BLDG MANUF.)

EL=100'-0"

T.O. SLAB

½"øx8" A.B. @48"o.c.

(2) #4 HORIZ. REINF. T&B OF

FDN WALL. STAGGER SPLICES W/

IN LAYER (1" CLR BETW BARS)

C

LR

½

C

LR

½

2.5% SLOPE

METAL BLDG FRAME COL.

(BY BLDG MANUF.)

CONC. SLAB-ON-GRADE

PER S-201s

CONC. PILASTER

24"x12"

PER PLAN

SPREAD FTG WIDTH

EL=97'-2"

T.O.F.

GRID

GRID

GRID

1' - 6" 6"

METAL BLDG BY-PASS Z-GIRT

(BY METAL BLDG MANUF.)

METAL PANEL FINISH, S.A.D.

EL=100'-0"

T.O. SLAB S

.C .D

PERIMETER FDN BEYOND

PER 3/S-304

ASPHALT PAVEMENT,

S.C.D.

U.N.O. ON

S-201s

SPREAD FTG SIZE &

REINF. PER S-201s

C

LR

C

LR

TYP.

2" CLR

½" ISOLATION JOINT

P E R

P

LA

N

F

TG

TH

IC

K N E S S

SUBGRADE PREP PER

6/S-300C

TOP 3 TIE SPACING PER

4/S-30OB

A A

EQ EQ

TY

P

½ C

LR

PERIMETER FDN WALL

& REINF. PER

3/S-304

(8)#4 VERTS

(4) A.B. PER MB MANUF.

(EMBED 12" MIN.)

#3 CLOSED TIES @

6"o.c.

SECTION A-A

#4 HAIRPIN w/IN 2" OF EA.

A.B., HOOK @ B.O. FTG

(HAIRPINS NOT REQ'D @ "SIM.")3

#4 HOOKED VERTS

P E R

P

LA

N

TH

IC

K N E S S

PER PLAN

WIDTH

6" CONC. SLAB-ON-

GRADE PER PLAN

EL=97'-2"

T.O.F.

5" CONC. SLAB-ON-

GRADE PER PLAN

WALL PER ARCH

CL WALL/FTG

EL=100'-0"

T.O. SLAB

6" CONC. FDN WALLBASE AND SUBBASE

PREP PER

6/S-300C TYP.

ALT. HOOK DIRECTION

EVERY OTHER BAR

STORAGE

ROOM

SHOP

ROOM

WALL FTG SIZE & REINF.

PER S-201s

SUBGRADE PREP PER

6/S-300C

½"øx8" A.B. @48"o.c.

NOTE:

FOR BALANCE OF INFORMATION,

SEE DETAIL 3 THIS SHEET.

P E R

P

LA

N

TH

IC

K N E S S

PER PLAN

WIDTH

METAL PANEL SIDING, S.A.D.

STEEL CHANNEL SILL

PER MB MANUF.

#4@18"o.c. HOOKED VERT.

REINF. CTRD IN WALL

#4@18"o.c. HORIZ.

REINF. (3) ROWS MIN.

B

CONC. SLAB-ON-

GRADE PER PLAN

EL=VARIES

(SEE PLAN)

T.O.F.

SPREAD FTG SIZE &

REINF. PER S-201s

SUBGRADE PREP PER

6/S-300C

ALT. HOOK DIRECTION

EVERY OTHER BAR

FDN WALL

6" CONC.

2" RIGID INSULAT

½" ISOLATION JOINT

EL= 100'-0"

T.O. INT. SLAB

EL= 100'-0"

T.O.C.

EL= VARIES

T.O. EXT. SLAB

C

LR

6"

2"

PVC WATERSTOP

PER SPEC.

#4@12"o.c. HORIZ.

REINF. (2) ROWS MIN.

#4@12"o.c. VERT.

REINF.CTRD

CONTAINMENT

SLAB-ON-GRADE

PER 1/S-201r

6"

SLOPE T.O.W. 1:12 (WHERE

'H'<6", SEE SECTION BELOW)

½"øx8" A.B. @48"o.c., CTRD IN CONC. WALL

FLASHING, S.A.D.

0' - 2"

#4 HORIZ. REINF.

6"+ TALL WALL

(BEYOND)

6"

2"

CURB, MONOLITHIC

w/ SLAB

'H

SECTION WHERE 'H'<6" A

#4 ADD'L BAR

EL= 100'-0"

T.O. SLAB

1½

SECTIONAL OVERHEAD

DOOR, S.A.D.

#4@18"o.c. LAP W/

TYP SLAB BARS

INTERIOR CONC. SLAB-

ON-GRADE PER PLAN

(2) ADD'L #5xDOOR

WIDTH -6" ⅜" PREMOLDED

JOINT FILLER

P E R

P

LA

N

TH

IC

K N E S S

PER PLAN

WIDTH

EL=97'-2"

T.O.F.

BASE AND SUBBASE

PREP PER

6/S-300C TYP.

ALT. HOOK DIRECTION

EVERY OTHER BAR

WALL FTG SIZE & REINF.

PER S-201s

SUBGRADE PREP PER

6/S-300C

1' - 6"

30# FELT BOND BREAKER

S.C.D.

1' - 6"

2"

(2)#5

3"

#4@18"o.c. EA. WAY

CTRD

NOTE:

FOR BALANCE OF INFORMATION,

SEE DETAIL 3 THIS SHEET.

T.O.W. REINF. BEYOND

BEND T.O.W. REINF. @ 1V:3H

SLOPE AT ENDS OF BLOCKOUT

TO ALLOW REINF. TO RUN

CONT. THRU BLOCKOUT

R-2

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Forest Sheet Title: Sub Sheet:

SheetChecked:

Design:

Date:

Drawn:

ROCKY MOUNTAIN REGION

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

OF

PIKE & SAN ISABEL NATIONAL FORESTS

CIMARRON & COMANCHE

COLORADO SPRINGS AIRTANKER BASE

Project No:

MTM

ECS

MTM

182NATIONAL GRASSLANDS JULY 2020

S-304

FOUNDATION DETAILS

6"2' 3"1'1" = 1'-0"

STORAGE BUILDING TYPICAL PERIMETER FDN

WALL SECTION

6"2' 3"1'1" = 1'-0"

1 TYPICAL STORAGE BUILDING PIER SECTION

6"2' 3"1'1" = 1'-0"

STORAGE BUILDING INT. FOUNDATION WALL

BETWEEN STORAGE AND SHOP

6"2' 3"1'1" = 1'-0"

STORAGE BLDG PERIMETER FDN WALL SECT.

ADJACENT TO RETARDANT MIXING PLANT

6"2' 3"1'1" = 1'-0"

6 STORAGE BUILDING OH DOOR THRESHOLD