02 - DWGs GLEN 20-2005.pdf

PDF 13 MB Posted Sep 1, 2020

Attached to: Solicitation Amendment 0002 GLEN 20-2005 B20 Event Center Addition Federal contract opportunity
Solicitation number: FA2550
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an outdoor addition to an event center building at Schriever Air Force Base in Colorado. The project involves building a free-standing, open-air and covered outdoor space to be used for entertainment and official gatherings. The addition must be constructed according to the drawings and specifications provided. The contract is set aside for a HUBZone small business with a NAICS code of 238990 and SBA size standard of $16.5 million. The 50th Contracting Squadron intends to award a fixed-price construction contract for $1-5 million with a 180-day period of performance beginning at notice to proceed.

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Other files for this federal contract opportunity

Other files attached to Solicitation Amendment 0002 GLEN 20-2005 B20 Event Center Addition, newest first.
File	Type	Posted
Amendment 0002 - FA255020R00160002 SF 30.pdf	PDF	Sep 15, 2020
20-2005 RFI 001.docx	DOCX document	Sep 15, 2020
Amendment 0001 - FA255020R00160001 SF 30.pdf	PDF	Sep 14, 2020
05 - Geotechnical Report GLEN 20-2005.pdf	PDF	Sep 1, 2020
04 - AF Form 66 SubReg GLEN 20-2005.xlsx	XLSX spreadsheet	Sep 1, 2020
03 - Specs GLEN 20-2005.pdf	PDF	Sep 1, 2020
06B - Spec 01 35 29 Safety.pdf	PDF	Sep 1, 2020
00 - Solicitation - FA255020R0016.pdf	PDF	Sep 1, 2020
07 DBA Wage Determination.pdf	PDF	Sep 1, 2020
06A - Spec 01 00 04 SAFB.pdf	PDF	Sep 1, 2020
06C - Spec 01 55 04 Security_.pdf	PDF	Sep 1, 2020
01 - SOW GLEN 20-2005.pdf	PDF	Sep 1, 2020
06D - Section 01 57 20.00 10 Environmental Protection.pdf	PDF	Sep 1, 2020
08 SOW SAFB Environmental Supplement.pdf	PDF	Sep 1, 2020

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O MC

SPA C ND

SHEET

IDENTIFICATION

N N

D W

N B

N U

D B

C O

N O x

C R

O N

E D

N M

102 East Moreno Avenue

Colorado Springs Colorado

80903-7063 www.hbaa.com

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

51 2 3 4

Sheet

T D

100% FOR CONSTRUCTION

F O

R C

O N

U C

N of 59

-1

6- D

-0

24 AUGUST 2018

G-001

Co ve r

-2

/10

/20

T O

/24

/20

SHEET INDEX

A-704 Wall Details A-800 Partition Types A-810 Door Schedule A-820 Window Schedule A-900 Notional Furniture Plan S1.0 General Notes and Specifications S1.1 Foundation Plan S1.2 Lower Roof Framing Plan S1.3 Upper Roof Framing Plan S4.1 Brace and Frame Elevations S5.1 Foundation Details S5.2 Roof Framing Details S5.3 Roof Framing Details M-001 Mechanical Legend M-002 Mechanical and Plumbing General Notes M-101 Mechanical Plan M-501 Mechanical Details & Schedules FA-101 Fire Alarm Floor Plan FP-101 Fire Protection Floor Plan E-001 Electrical Legend and General Notes E-101 Partial Lighting Plan E-102 Partial Power Plan E-103 Partial Power Plan Mechanical Equipment E-104 Partial Communications Plan E-105 Lightning Protection Plan E-106 Overall Building Floor Plan E-601 One-Line Diagram E-602 Schedules

SHEET INDEX

G-001 Cover G-002 Code Analysis V-101 Existing Conditions C-001 General Civil Notes C-101 Site, Grading, Erosion and Sediment Control Plan C-501 Civil Site Details C-502 Water Details C-503 Water Details C-504 Water Details C-505 Erosion Control and Sediment Details C-506 Erosion Control and Sediment Details AD-100 Demolition Plan AS-100 Architectural Site Plan A-100 Composite Building Floor Plan A-101 First Floor Plan Addition A-102 Clerestory Plan A-110 Roof Plan Addition A-120 Composite Reflected Ceiling Plan A-121 Reflected Ceiling Plan - Addition A-200 Elevations A-201 Elevations A-300 Building Sections A-301 Building Sections A-302 Building Sections A-400 Wall Sections A-401 Wall Sections A-402 Wall Sections A-700 Plan Details A-701 Plan Details A-702 Wall Details A-703 Wall Details

Events Center Addition - Schriever AFB

PROJECT TEAMVICINITY MAP

ARCHITECTURE:

HB&A, LLC

Carrie Ann Higgs, AIA 102 East Moreno Avenue, Colorado Springs, CO 80903 Ph: 719-473-7063 Fax: 719-473-7092 www.hbaa.com

MEP ENGINEER:

Schendt Engineering Corp.

Jerry Pasley, Chris Ackerman 2912 Beacon Street, Colorado Springs, CO 80907 Ph: 719-637-8850 cackerman@secengr.com www.secengr.com

CIVIL ENGINEER:

Farnsworth Group, Inc Ted Barela, PE 4755 Forge Rd., Suite 150, Colorado Springs, CO 80907 Ph: 719-590-9194 Fax: 719-590-9111 tbarela@F-W.com www.f-w.com

STRUCTURAL ENGINEER:

MGA Structural Engineers, Inc Jon Dietrich, PE 115 South Weber Street, Colorado Springs, CO 80903 Ph: 719-635-4473 jon@mgase.com www.mgase.com

DRAWING INDEX

FINAL ISSUED 29 AUG 2018

1949 SF

GENERAL

SEATING

130 SF

VESTIBULE

138 SF

LOBBY

42 SF

COAT ROOM

369 SF

SEATING

205 SF

BAR

209 SF

MECHANICAL

151 SF

KITCHEN

444 SF

SEATING

254 SF

STORAGE

139 SF

WOMEN

165 SF

MEN

131 SF

ELECTRICAL

2216 SF

COVERED PATIO

ADDITION

18 SF

JANITOR

Department Legend

A-2

A-2-Kitchen

Mechanical / Circulation

S-2

ELECTRICAL

O MC

SPA C ND

SHEET

IDENTIFICATION

N N

D W

N B

N U

D B

C O

N O x

C R

O N

E D

N M

102 East Moreno Avenue

Colorado Springs Colorado

80903-7063 www.hbaa.com

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

51 2 3 4

Sheet

T D

100% FOR CONSTRUCTION

F O

R C

O N

U C

N of 59

-1

6- D

-0

24 AUGUST 2018

G-002

Co de

A na lys is

-2

/10

/20

Ch ec ke r

Au th or

/03

/18

1" = 10'-0"G-002 1 Occupancy Floor Plan

BUILDING CODE INFORMATION

GENERAL NOTES

DO NOT SCALE DRAWINGS.

PROSPECTIVE BIDDERS MUST EXAMINE THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) CAREFULLY AND, BEFORE BIDDING, MUST REQUEST CLARIFICATION FROM THE ARCHITECT IN WRITING AT LEAST 14 DAYS PRIOR TO THE TIME SET FOR OPENING THE BIDS, AN INTERPRETATION OR CORRECTION OF EVERY PATENT AMBIGUITY, INCONSISTENCY, OR ERROR THEREIN. SUCH INTERPRETATION OR CORRECTION, AS WELL AS ANY ADDITIONAL CONTRACT PROVISIONS THE ARCHITECT MAY DECIDE TO INCLUDE, WILL BE ISSUED IN WRITING BY THE ARCHITECT AS AN ADDENDUM TO THE CONTRACT, WHICH WILL BE MAILED OR DELIVERED TO EACH PERSON RECORDED AS HAVING RECEIVED A COPY OF THE CONTRACT DOCUMENTS FROM THE ARCHITECT, AND WHICH WILL ALSO BE POSTED AT THE PLACE WHERE THE CONTRACT DOCUMENTS ARE AVAILABLE FOR INSPECTION OF PROSPECTIVE BIDDERS. UPON SUCH MAILING OR DELIVERY AND POSTING, SUCH ADDENDUM SHALL BECOME A PART OF THE CONTRACT DOCUMENTS, AND BINDING ON ALL BIDDERS. WHERE CLARIFICATIONS ARE NOT MADE PRIOR TO BIDDING THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK WITH NO COST TO THE OWNER.

DIMENSIONS SHOWN ARE TO FACE OF FOUNDATION WALL, FACE OF MASONRY, FACE OF STUD UNLESS OTHERWISE INDICATED. ALL DIMENSIONS MUST BE VERIFIED TO CONFORM TO EXISTING

CONDITIONS.

ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS OTHERWISE NOTED.

SITE PLAN DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

ALL SPOT ELEVATIONS OUTSIDE OF THE BUILDING RELATE TO SURVEY DATUM AT THE BENCHMARK. ALL SPOT ELEVATIONS INSIDE THE BUILDING REFER TO REFERENCE ELEVATION.

NOTIFY ARCHITECT IMMEDIATELY SHOULD CONDITIONS BE FOUND CONTRADICTORY TO THESE DRAWINGS.

ALL WORK TO BE BASED ON UFC 1-200-01, 20 JUNE 2016, CHANGE 1, 01 FEB 2018, AND 2015 IBC AND LOCAL CODE REQUIREMENTS.

CONTRACTOR SHALL HAVE ONE STAMPED PERMIT SET OF DRAWINGS AND SPECIFICATIONS ON SITE AT ALL TIMES.

ALL REFERENCES TO SPECIFIC MANUFACTURERS ARE FOR REFERENCE ONLY AND CAN BE SUBSTITUTED BY AN APPROVED EQUAL. SUBMIT REQUESTS FOR SUBSTITUTIONS TO ARCHITECT.

THE CONTRACT DOCUMENTS INCLUDE THE PROJECT MANUAL AND SPECIFICATIONS AS ONE COMPLETE PACKAGE. IF THE CONTRACTOR CHOOSES TO SPLIT APART THE DRAWINGS OR SPECIFICATIONS DURING BIDDING TO PROCURE BIDS FROM SUBS HE SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER WORK SHOWN ON OTHER DRAWING SHEETS OR SPECIFICATION SECTIONS. IN NO WAY SHALL THIS RELIEVE THE SUB OR GENERAL CONTRACTOR FROM HIS RESPONSIBILITY TO PROVIDE ITEMS DESIGNATED ELSEWHERE."

IN ALL OCCURRENCES OF PLANER ALIGNMENTS (I.E. WALL TO SOFFIT, WALL TO MILLWORK, ETC.) UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE A MINIMUM OF A 3" OFFSET. CLARIFY ANY

AMBIGUITIES WITH ARCHITECT.

International Building Code 2015 IBC Modifications per UFC 1-200-01, 20 June 2016, Change 1, 01 Feb 2018:

• Use IBC Chapter 2.

• Use IBC Chapter 3 and UFC 3-600-01.

• Use UFC 3-600-01 in lieu of IBC Chapter 4.

• Use IBC Chapter 5 and UFC 3-600-01. UFC 3-600-01 gives direction concerning the requirements for fire-rated partitions. Note that the building area for funding and planning purposes is calculated differently than the method defined in IBC Chapter 5 for code compliance calculation

• Use IBC Chapter 6 and UFC 3-600-01.

• Use IBC Chapter 7 and UFC 3-600-01. UFC 3-600-01 gives direction concerning the requirements for fire-rated partitions.

• Do not use IBC Chapter 8. Use UFC 3-600-01 in lieu of IBC Chapter 8 in conjunction and coordination with UFC 3-120-10.

• Do not use IBC Chapter 9. Use UFC 3-600-01 in lieu of IBC Chapter 9.

• Do not use IBC Chapter 10, except ABA Standards. Use UFC 3-600-01 in lieu of IBC Chapter 10.

• Do not use IBC Chapter 11. Use the ABA Standards and the special provisions of the Department of Defense Deputy Secretary of Defense Memorandum Subject: Access for People with Disabilities, October 31, 2008. Refer to Appendix A for a link to the ABA Standards and the DoD policy memorandum.

• Use IBC Chapter 12 as modified

• Use UFC 1-200-02 in lieu of IBC Chapter 13

• Use IBC Chapter 29 as modified by UFC 3-420-01

IBC 2015

Occupancy Classification Assembly Group A-2 Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls

Allowable Building Area Table 506 - Occupancy A2, Type II B, S1 = 34,000 SF Existing Building Area = 4,818 SF Addition Building Area = 2,335 SF Total Building [with addition] = 7,153 GSF

Type of Construction - Type 2 B non-rated, full fire suppression Table 601 - No fire resistance rating required for building elements

NFPA 101

Occupant Load factor - Assembly Use Less concentrated use without fixed seating = 15 square feet per person [ sf/pn ] net Kitchens = 100 sf/pn Storage = 300 sf/pn

Occupancy Totals A-2 = 4,978 sf @ 15 sf/pn = 332 A-2 Kitchen = 356 sf @ 100 sf/pn = 4 B = 974 / 300 = 3 S-2 = 254 sf @ 300 sf/pn = 1 Total occupancy = 345 people [ 170 men and 170 women]

Plumbing fixture calculation Per IBC -1 per 75 for A-2 banquet hall, per UFC 3-420-01 Table 403.5 - Installation restaurant or Cafeteria Men : 1/200 WC, 1/200 Lav Women: 1/150 WC, 1/150 Lav

1/500 Drinking fountain

No additional plumbing fixtures required.

Occupancy

Number Name Occupancy Area

103 SEATING A-2 369 SF

107 GENERAL SEATING A-2 1949 SF

108 SEATING A-2 444 SF

114 COVERED PATIO ADDITION A-2 2216 SF

104 BAR A-2-Kitchen 205 SF 106 KITCHEN A-2-Kitchen 151 SF

100 VESTIBULE Mechanical / Circulation 130 SF 101 LOBBY Mechanical / Circulation 138 SF 102 COAT ROOM Mechanical / Circulation 42 SF 105 MECHANICAL Mechanical / Circulation 209 SF 110 WOMEN Mechanical / Circulation 139 SF 111 MEN Mechanical / Circulation 165 SF 112 ELECTRICAL Mechanical / Circulation 131 SF 113 JANITOR Mechanical / Circulation 18 SF 115 ELECTRICAL Mechanical / Circulation 2 SF

109 STORAGE S-2 254 SF

EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM

SET CP= SET 18" LONG #5 REBAR W/ RED CAP

STAMPED FARNSWORTH CONTROL POINT

(UNLESS NOTED OTHERWISE)

Control Point Table

Point #

19999

20000

20001

Northing

1356876.01

1356873.62

1355736.27

Easting

3275017.05

3277817.94

3274539.48

Elevation

6311.79

6288.05

6316.17

Description

CP ~SAFB6

CP ~SAFB7

CP ~SAFB2

Set Control Point Table

Point #

Northing

1356776.28

1356379.98

1356618.24

1356656.17

Easting

3275642.15

3275284.00

3275416.09

3275196.12

Elevation

6311.72

6306.29

6312.80

6309.06

Description

SET CP ~

SET CP ~INK X

SET CP ~60D

WATER VALVE

TOP OF VALVE ELEV=6313.60

TOP OF NUT ELEV=6307.70

WATER VALVE

TOP OF VALVE ELEV=6310.94

TOP OF NUT ELEV=6309.90

OPERATION NUT EXTENSION DEEPER THAN 6.0' OF WATER

WATER VALVE

TOP OF VALVE ELEV=6306.16

WATER VALVE

TOP OF VALVE ELEV=6312.61

POSSIBLE WATER VALVE

POSSIBLE SANITARY

SEWER CLEANOUT

RIPRAP

12" RCP

FLOWLINE=6301.83

(FLOWS TO INLET)

12" PVC

INLET BOLTED

DOWN UNABLE

TO GET INVERT

SANITARY SEWER MANHOLE

RIM=6309.86

8" PVC INV IN (SE)=6304.65

8" PVC INV OUT (NE)=6304.55

SANITARY SEWER MANHOLE

RIM=6312.43

6" PVC INV IN (S)=6306.88

6" PVC INV OUT (N)=6306.80

SANITARY SEWER MANHOLE

RIM=6309.16

8" PVC INV IN(SW)=6301.07

8" PVC INV OUT(SE)=6300.87

SANITARY SEWER MANHOLE

RIM=6304.77

8" PVC INV IN (NW)=6296.58

8" PVC INV OUT (SE)=5296.45

SANITARY SEWER MANHOLE

RIM=6310.95

6" PVC INV IN (NE)=6302.83

6" PVC INV OUT (SW)=6302.77

CURB STOP

ELEV=6312.65

NO PIPE FOUND

OR VISIBLE.

4" RIVERROCK

NO PIPE FOUND

OR VISIBLE.

4" RIVERROCK

RIPRAP

6" PVC

FLOWLINE=6315.53

1.0' DIA DRAIN

FLOWLINE=6318.46

STORM SEWER INLET

E M

STMM

G M

WM WM

WM WM WM WM WM

WM WM

WMWM

W M

GM GM GM

GM GM GM GM GM GM

2" PVC VERTICAL IN GROUND

EDGE OF

LANDSCAPING (TYP)

C O

N C

R E

T E

P A

T H

TEXTURED BLUE

CONCRETE

LANDSCAPING -

4" RIVER ROCK

10" DIA LID

6' TALL WALL

10" DIA

GROUND

BOX

SENSOR

GEOTECH

SOIL BORE

TEST STATION

10" DIA

GROUND BOX

CP TEST

10" DIA

GROUND BOX

MISC WATER

PAINTED ROAD

STRIPE

1.0' DIA CONCRETE COLLAR

CP TEST BOX, UNKNOWN

EDGE OF LANDSCAPING

(TYP)

EDGE OF

LANDSCAPING (TYP)

PHONE LINES EXPOSED,

ABOVE GROUND

RECLAIMED

PURPLE FLAGS

911 WORLD TRADE

CENTER STEEL

BEAM MONUMENT

GROUND BOX

BRICK

CONCRETE

SPRINKLER

BACK FLOW

PREVENTER

6.5' TALL WALL

AROUND TRASH

DUMPSTER

A S

P H

U L D

E R

CONCRETE

DRAIN PAN

ELECTRICAL LINE,

ABANDONED IN

PLACE PER GIS

UTILITY MAP

ELECTRICAL LINE,

ABANDONED IN PLACE

PER GIS UTILITY MAP

WATER MANHOLE

LOCATION PER GIS

UTILITY MAP

LEGEND

6' X 3' Sweep

Nothing Found

8' X 3' Sweep

Nothing Found

6 inch blue pipeline

Top elevation: 6306.07'

3' away from locate mark

1 inch white pipeline

Top elevation: 6310.66'

4' away from locate mark

2 inch white pipeline

Top elevation: 6311.14'

CONTRACTOR'S

STAGING AREA

SHEET

IDENTIFICATION

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R I P

T I O

M A

R K

T O

-2

0 F

, C

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

C A

L E

W N

100% SUBMITTAL

FOR CONSTRUCTION

S I Z

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M a r c h

F I L

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F I L

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R A

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L I C

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A T

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X X

D A

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T I O

V-101

U.S. SURVEY FEET

SCALE: 1"=30'

15 30 60

D E

S I G

N E

T R

D R

A W

D J M

C H

E C

K E

T R

8/10/18

AutoCAD SHX Text SIGN BBQ BOLLARD BOLLARD LIGHT BENCH FLOOD LIGHT STREET LIGHT LIGHT POLE ELECTRICAL MARKER ELECTRICAL MANHOLE TRANSFORMER TELEPHONE PEDESTAL TELEPHONE MARKER COMMUNICATIONS MANHOLE FLARED END SECTION STORMS SEWER MANHOLE STORM SEWER DRAIN SANITARY SEWER MANHOLE ? FIRE VALVE FIRE HYDRANT WATER MANHOLE FAUCET SPRINKLER BOX GAS VALVE GAS TEST STATION GAS METER BORE HOLE CONIFEROUS TREE DECIDUOUS TREE FINISHED FLOOR BUILDING LINE BUILDING ROOF LINE STORM SEWER LINE SANITARY SEWER LINE WATER LINE TELEPHONE LINE ELECTRIC LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE FLOW STORM SEWER LINE WATER LINE ELECTRICAL LINES GAS LINE

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FALCON PARKWAY

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ASPHALT

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SCHRIEVER BUILDING 20

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AutoCAD SHX Text UTILITIES PER DEPARTMENT OF THE AIR FORCE UTILITY GIS MAP (LOCATIONS ARE APPROXIMATE)

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PRIVATE DRIVE

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ASPHALT

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AutoCAD SHX Text 32044

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H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

L E

W N

100% SUBMITTAL

FOR CONSTRUCTION

S I Z

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C-001

1. DIMENSIONS ARE TO FLOWLINE UNLESS NOTED OTHERWISE. CURB AND GUTTER HORIZONTAL CONTROL

DATA IS TO FLOWLINE OF CURB AND GUTTER UNLESS NOTED OTHERWISE.

2. CURB AND GUTTER FINISH SPOT ELEVATIONS ARE AT FLOWLINE UNLESS NOTED OTHERWISE.

3. PAVEMENT DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. PAVEMENT HORIZONTAL

CONTROL DATA IS AT CENTERLINE OF PAVEMENT UNLESS NOTED OTHERWISE.

4. SITE FINISH SPOT ELEVATIONS AND CONTOURS ARE SHOWN AT TOP OF PAVEMENT, WALKS, LANDSCAPE

AREAS, ETC. UNLESS NOTED OTHERWISE.

5. HORIZONTAL CONTROL COORDINATES ARE TO CENTER OF STRUCTURE UNLESS NOTED OTHERWISE.

6. THE CONTRACTOR SHALL KEEP ALL ACCESS ROADS FREE FROM MUD AND DEBRIS AT ALL TIMES. VEHICLE

TRACKING MATS SHALL BE PLACED AT ALL CONSTRUCTION ACCESS POINTS TO PAVED STREETS.

7. THE CONTRACTOR SHALL SAWCUT ALL EDGES OF EXISTING PAVEMENT THAT ARE TO BE REMOVED. THE

CONTRACTOR SHALL TAKE SPECIAL CARE TO CREATE A SMOOTH WORKING EDGE AND TO PLACE BACKFILL

AND PAVEMENT SECTION PER PROJECT SPECIFICATIONS AND THE GEOTECHNICAL RECOMMENDATIONS TO

ENSURE THAT SETTLEMENT DOES NOT OCCUR.

8. ALL MATERIALS AND WORKMANSHIP ASSOCIATED WITH THE CONSTRUCTION ACTIVITY SHALL CONFORM TO

THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS, COLORADO SPRINGS

UTILITIES AND CDOT. A TEMPORARY TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR TRUCKS ENTERING

AND EXITING OFF THE BASE AS WELL AS FOR DETOURING TRAFFIC AROUND THE CONSTRUCTION ZONES. A

MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL SUBMIT A TEMPORARY

TRAFFIC CONTROL PLAN TO THE BASE TWO WEEKS PRIOR TO CONSTRUCTION.

9. ALL MATERIALS AND WORKMANSHIP ASSOCIATED WITH THE SITE AND UTILITY CONSTRUCTION SHALL

CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND THE APPLICABLE LOCAL JURISDICTION'S

STANDARDS AND SPECIFICATIONS.

10. ALL CONCRETE SIDEWALK AND/OR CURB AND GUTTER DAMAGED, CRACKED, OR BROKEN BY CONSTRUCTION

ACTIVITIES ADJACENT TO THE PROJECT PROPERTY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

11. ALL DISTURBED NATIVE AREAS SHALL BE RESTORED WITH APPROVED NATIVE SEED MIX, FERTILIZER, AND

HYDRO-MULCH OR EQUAL. THE CONTRACTOR IS RESPONSIBLE FOR "FINAL STABILIZATION" OF THE

DISTURBED PROJECT LIMITS PER THE TERMS AND CONDITIONS REQUIRED BY THE STATE STORMWATER

DISCHARGE PERMIT AND THE REQUIREMENTS OF THE CONTRACTOR'S STORMWATER MANAGEMENT PLAN.

FINAL STABILIZATION IS REACHED WHEN ALL GROUND SURFACE DISTURBING ACTIVITIES AT THE SITE HAVE

BEEN COMPLETED, AND UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED WITH AN INDIVIDUAL PLANT

DENSITY OF AT LEAST 70-PERCENT OF PRE-DISTURBANCE LEVELS, AND EQUIVALENT PERMANENT, PHYSICAL

EROSION REDUCTION METHODS HAVE BEEN EMPLOYED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ESTABLISH THE REQUIRED VEGETATIVE COVER BY TEMPORARY WATERING OR IRRIGATION AND BY

MAINTAINING TEMPORARY EROSION CONTROL MEASURES UNTIL THE 70-PERCENT PLANT DENSITY IS MET.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY INFRASTRUCTURE NOT

INTENDED FOR REPLACEMENT OR CONNECTIONS. COORDINATE WITH SCHRIEVER AFB AND/OR PRIVATE

UTILITY OWNERS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST ALL EXISTING VALVE BOXES OR COVERS TO FINISH

GRADE IN AREAS THAT ARE TO BE PAVED, PATCHED, OR RE-GRADED.

14. THE EXISTING UTILITIES SHOWN ON THESE DRAWINGS WERE FIELD SURVEYED VIA VISIBLE STRUCTURES, UTILITY MARKINGS, AND UTILITY POT-HOLES. THE POT-HOLING PRIOR TO DESIGN DOES NOT RELIEVE THE

CONTRACTOR OF DETERMINING THE EXACT LOCATIONS HORIZONTALLY AND VERTICALLY PRIOR TO

COMMENCING ACTUAL CONSTRUCTION WORK.

15. ALL DISTURBED NATIVE AREAS SHALL BE ROUGH GRADED TO ALLOW FOR A MINIMUM OF 4" OF NEW OR

SALVAGED TOPSOIL. NEW OR SALVAGED TOP SOIL SHALL BE ADDED TO THE LEVEL OF THE PAVEMENT OR

TOP OF CURBS.

16. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND

EROSION OF THE PROJECT AREA DURING AND AFTER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL

ALSO FOLLOW REGULATIONS ESTABLISHED BY THE STATE OF COLORADO IN REGARD TO STORMWATER

MANAGEMENT DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING

NATIVE GRASS GROWTH WITHIN THE DISTURBED GRADING LIMITS PRIOR TO THE END OF CONSTRUCTION OR

PRIOR TO THE END OF THE WARRANTY PERIOD. THE CONTRACTOR SHALL CONSIDER TEMPORARY EROSION

CONTROL BMP'S IN ADDITION TO THOSE SHOWN ON THE PLANS UNTIL THE REQUIRED NATIVE GRASS

GROUND COVER HAS BEEN ESTABLISHED PER THE STATE REGULATIONS.

17. ALL EARTHWORK, BACKFILL, AND COMPACTION SHALL BE PLACED AND PERFORMED IN STRICT ACCORDANCE

WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION.

18. ALL EARTHWORK, SITE PREPARATION, AND QUALITY CONTROL TESTING SHALL BE DONE IN ACCORDANCE

WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATING AND SCHEDULING OF TESTING. REQUIRED QUALITY CONTROL TESTS INCLUDE SOILS, ASPHALT, AND CONCRETE.

19. ALL GRADING, DRAINAGE, AND EROSION CONTROL SHALL CONFORM TO THE LATEST STANDARDS AND

SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS, SAFB, AND NPDES PERMIT REQUIREMENTS.

20. ALL EXISTING UNDERGROUND INFRASTRUCTURE SHALL REMAIN UNLESS NOTED OTHERWISE.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DEPTHS OF ALL EXISTING UTILITIES WITHIN THE

DISTURBED LIMITS PRIOR TO COMMENCING WORK.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION, SEQUENCING, AND UTILITY

RELOCATIONS WITH RESPECTIVE UTILITY OWNERS PRIOR TO CONSTRUCTION. REFER TO THE UTILITY

PLANS.

23. THE CONTRACTOR SHALL COORDINATE THIS PROJECT WITH ALL ADJACENT PROJECTS AND

INFRASTRUCTURE.

24. THE CONTRACTOR'S STAGING AND STORAGE AREA SHALL BE LOCATED AS SHOWN ON THE PLANS AND

RESTORED TO EQUAL OR BETTER CONDITION PRIOR TO CONSTRUCTION. TEMPORARY SEDIMENT AND

EROSION CONTROL MEASURES SUCH AS SILT FENCING AND OTHER MEANS SHALL BE INSTALLED TO

CONTROL EROSION PER THESE PLANS AND THE CONTRACTOR'S STORM WATER MANAGEMENT PLAN. ALL

DISTURBED AREAS SHALL BE RESTORED WITH NATIVE SEED MIX, FERTILIZER, AND HYDRO-MULCH OR EQUAL.

TEMPORARY CONSTRUCTION FENCING SHALL BE PLACED AROUND THE CONTRACTOR'S STAGING AND

STORAGE AREA.

25. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR FIELD CONDITIONS THAT ARE

DIFFERENT THAN SHOWN ON THE PLANS AT LEAST ONE WEEK PRIOR TO SPECIFIC CONSTRUCTION ACTIVITY

THAT IS IMPACTED BY SAID CONDITION.

26. THE FIELD TOPOGRAPHIC SURVEY WAS COMPLETED BY FARNSWORTH GROUP IN NOVEMBER 2017.

27. REFER TO THE GEOTECHNICAL REPORT FOR SUB-SURFACE INFORMATION.

28. EROSION CONTROL BLANKET SHALL BE PLACED ON ALL SIDE SLOPES STEEPER THAN 4H:1V.

29. THE CONTRACTOR SHALL PLACE CONSTRUCTION FENCING AROUND THE PERIMETER OF THE STAGING AND

STORAGE AREA, AS WELL AS SPECIFIC UTILITY TRENCHES OR WORK. THE FENCING LAYOUT SHALL BE

APPROVED BY SAFB PRIOR TO PLACEMENT. UTILITY TRENCHES SHALL BE COVERED AT THE END OF EACH

WORK DAY.

30. ALL REQUIRED CONSTRUCTION PERMITS AND FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

31. CONTRACTOR SHALL PROVIDE PROGRESS RED LINE AS-BUILT DRAWINGS AT THE 1ST OF EACH MONTH AND A

COMPLETED RED LINE SET AT COMPLETION OF THE PROJECT.

GENERAL NOTES:

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8/10/18

FINAL ISSUED 29 AUG 2018

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G M

W W W

F F

FF=6313.00

6312.90

N=1356644.37

E=3275406.62

6312.85

N=1356653.60

E=3275415.88

6312.80

N=1356665.14

E=3275419.71

6312.45

N=1356671.74

E=3275416.78

6310.31

N=1356707.08

E=3275387.71

PROJECT LIMITS

SHEET

IDENTIFICATION

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-2

0 F

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H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

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FOR CONSTRUCTION

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C-101

, U

, G

, E

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

BUILDING

CONCRETE WALK REMOVAL

CURB AND GUTTER

SIGN

DIRECTION OF FLOW

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SILT FENCE

GRASS SWALE

FLAG NOTES

SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK 4" THICK, RE: DETAIL 1 ON SHEET C-501.

REMOVE EXISTING WATER SERVICE LINE

REMOVE EXISTING FIRE LINE

RELOCATE WATER SERVICE LINE WITH 1" TYPE K COPPER, RE:

WATER SERVICE DETAIL ON SHEET C-503.

RELOCATE FIRE LINE WITH 6" DIP. INSTALL 4-EA 45° BENDS

WITH THRUST BLOCKS. CONNECT INTO EXISTING FIRE LINE

WITH TRANSITION COUPLING. RE: DETAILS ON SHEETS C-501,

C-502, AND C-503.

GRASS SWALE 6" TO 12" DEEP. PLACE TEMPORARY EROSION

CONTROL WATTLE AT FLOWLINE SPACED EVERY 15', RE:

DETAIL 7 ON SHEET C-506.

TEMPORARY SILT FENCE, RE: DETAIL 3 ON SHEET C-503.

REMOVE EXISTING TREE, LANDSCAPING, AND IRRIGATION

IMPACTED BY CONSTRUCTION. REPLACE IRRIGATION IN-KIND

(TYP).

GENERAL NOTES

1. REFER TO THE ARCHITECTURAL PLANS FOR BUILDING

DIMENSIONS AND LAYOUT.

2. CONTRACTOR SHALL COORDINATE WITH THE SAFB C.O.R. ON AN

APPROVED LOCATION FOR THE CONCRETE WASHOUT AREA, RE:

DETAIL 8 ON SHEET C-506. LOCATION SHALL BE RE-VEGETATED

WITH NATIVE SEED MIX. REFER ALSO TO NOTES 11, 15, 16 ON

SHEET C-001.

3. CONTRACTOR SHALL PLACE A TEMPORARY CONSTRUCTION

ENTRANCE PAD LOCATED ADJACENT TO EXISTING PAVED

SURFACES, RE: DETAIL 4 ON SHEET C-505.

3.00%

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8/10/18

FINAL ISSUED 29 AUG 2018

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SCHRIEVER BUILDING 20

AutoCAD SHX Text SANITARY SEWER MANHOLE RIM=6312.43 6" PVC INV IN (S)=6306.88 6" PVC INV OUT (N)=6306.80

AutoCAD SHX Text

CURB STOP ELEV=6312.65

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NO PIPE FOUND OR VISIBLE. 4" RIVERROCK

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SENSOR

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POSSIBLE GEOTECH SOIL BORE

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TEST STATION

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10" DIA GROUND BOX

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CONCRETE WALK

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GROUND BOX

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CP TEST

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MISC WATER

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RECLAIMED PURPLE FLAGS

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11 SPACES

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3 ACCESSIBLE SPACES

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GROUND BOX

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CONCRETE

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CONCRETE WALK

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CONCRETE WALK

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SPRINKLER BACK FLOW PREVENTER

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ROOF LINE ABOVE (TYP)

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WATER MANHOLE LOCATION PER GIS UTILITY MAP

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NO PIPE FOUND OR VISIBLE. 4" RIVERROCK

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SHEET

IDENTIFICATION

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M A

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-2

0 F

, C

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

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100% SUBMITTAL

FOR CONSTRUCTION

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Scale:

TYPICAL SIDEWALK DETAILS

NOT TO SCALE

x x x x x x x x

Z 6"

6x6 - W2xW2 WWF

SEE PLAN FOR WIDTH

SLOPE

BROOM

FINISH

RECONDITION SUBGRADE TO A 12"

DEPTH. SCARIFY AND RECOMPACT

TO 92% MODIFIED PROCTOR.

CONCRETE SIDEWALK

6" CONCRETE

SIDEWALK

Y P

FINISHED GRADE

" / FT

(UNLESS OTHERWISE SHOWN)

VARIES

6x6 W2xW2 WWF

CONCRETE WALK SECTION

" R

CONTRACTION JOINT

Z Z

EXPANSION JOINT

Z Z

JOINT SEALER CONFORMING

TO ASTM D 1850 OR FED.

SPEC. SS-S-1401

PREMOULDED EXPANSION JOINT FILLER

CONFORMING TO ASTM D1751 OR D1752

INSTALL WHERE PERPENDICULAR

TO CURB (NOT ATTACHED WALKS)

TYPICAL CONCRETE WALK DETAILS

3'-0"

2'-8"

12"

2'-4"

2'-0"

WIDTH

MAXIMUM

DIAMETER

PIPE

WIDTH

MINIMUM

2'-6"

2'-4"

1'-10"

1'-8"

BACKFILL

NOTES:

1. TRENCH TO BE BRACED OR SHEETED AS REQUIRED BY OSHA.

2. THE CONTRACTOR SHALL CUT BACK THE ASPHALT TO THE EDGE OF CONCRETE IN

THOSE AREAS WHERE THE TRENCH IS WITHIN 3 FEET OF THE EDGE OF THE

GUTTER.

3. THE SUBGRADE, PIPE BEDDING MATERIAL AND BACKFILL SHALL BE STABILIZED

AND COMPACTED AS REQUIRED IN THE PROJECT SPECIFICATIONS.

4. DETAIL IS FOR OPEN-CUT TRENCHES ONLY.

WIDTH

SEE TABLE

12"

2" MIN

IN OPEN FIELD IN STREET

Scale:

TYPICAL TRENCH SECTION DETAIL

NOT TO SCALE

WARNING TAPE COLOR AND LABEL

COLOR LABEL

BLUE WATER

GREEN SANITARY SEWER

PURPLE NON-POTABLE WATER

RED ELECTRIC

YELLOW NATURAL GAS

ORANGE COMMUNICATIONS

3"-6" WIDE, NON-DETECTABLE WARNING TAPE, WITH

RESPECTIVE UTILITY LABEL, NON-DEGRADING LETTERS

SPACED NOT MORE THAN 3 FT. BURY TAPE 18" BELOW

GROUND SURFACE IN OPEN-CUT AREAS

#6 AWG TYPE RHW, RHW-2, OR HMWPE TRACER

WIRE 6" ABOVE PIPE. STRANDED OR SOLID COPPER

COLORED FOR RESPECTIVE UTILITY ABOVE.

NEW STREET SURFACE

ASPHALT/CONCRETE

UNIFORM CUT LINE

EXISTING STREET SURFACE

EXISTING BASE COURSE

60" MIN. COVER OR

AS NOTED ON PLANS

BEDDING

8/10/18

FINAL ISSUED 29 AUG 2018

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SHEET

IDENTIFICATION

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R I P

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M A

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T O

-2

0 F

, C

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

L E

W N

100% SUBMITTAL

FOR CONSTRUCTION

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C-502

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A 3-1

DATED 12/03

SLIP JOINT P.V.C. PIPE - NO DEFLECTION

NO DEFLECTION COUPLING FOR 16" PIPE

(HORIZ.

DESIGN DEFLECTION

PER SLIP JOINT OF P.V.C. PIPE W/HIGH DEFL.COUPLINGS

C L

A S

PIPE

PIPE DATA

C L

A S

16"

12"

SIZE

0.493"6.90"

0.646"

0.943"

9.05"

0.967"17.40"

13.20" 4°00'00"5°00'00"

4°00'00" 5°00'00"

4°00'00"5°00'00"

THICKNESS

PIPE WALL

0.343"4.80"

COUPL.

DEFL.W/

MFRS.

JOINT

TOTAL

DEFL.)

5°00'00" 4°00'00"

286'

20'L

CURVES WITH HIGH

DEFL. COUPLINGS

FOR DEFLECTING

MIN.RADIUS

286'

12"

16"

6.99%

MAX. DEFL. DIST.

24"

20'L

( 80% MAX. )

DEFL.)

(VERT

6.99%

D A

E S

(HORIZ.

DESIGN DEFLECTION

PER SLIP JOINT OF D.I.P.

MAXIMUM DEFLECTION

11.10" 0.925'10"

24"

30"

36"

42"

14"

16"

18"

20"

12"

2°24'00"3°00'00"

25.80" 2.150'

32.00"

38.30"

44.50"

2.666'

3.192'

3.708' 1°36'00"2°00'00"

1.100'

15.30"

17.40"

19.50"

21.60"

1.275'

1.450'

1.625'

1.800'

13.20"

3°12'00"

4°00'00"

PIPE DATA

PIPE

SIZE

MFRS.

4.80"

6.90"

9.05"

0.400'

0.575'

0.754'

DEFL.)

4°00'00"

DEFL.

5°00'00"

D A

E S

4.19% 9"10" 477'

2.79% 6" 6" 716'

5.59% 13" 12" 358'

430'

645'

322'

APPROX.RADIUS

FOR DEFLECTING

CURVES

WITHOUT BENDS

( 80% MAX. )

MAX. DEFL. DIST.

6.99%

DEFL.)

(VERT

20'L

16"

18'L

15" 286'

20'L 18'L

258'

MAXIMUM PIPELINE DEFLECTION

DATA FOR DIP AND PVC PIPES

O.D.(IN) O.D.(FT)

O.D.(IN)

A 3-4

DATED 12/04

RESTRAINED

PIPE LENGTH DATA

SHEET 1 OF 3

PIPE DEVICES

TYPICAL RESTRAINED JOINT

DATED 12/04

A 3-4

SHEET 2 OF 3

VALVE

1. APPROVED METHODS OF RESTRAINED PIPE BEYOND INITIAL FITTING SHALL BE: (REF: CHAPTER 5.14A

OF WATER SPEC.)

A. FOR DUCTILE IRON PIPE, 1100 SERIES MEGALUG OR EQUAL ON MECHANICAL JOINT PIPE OR

DOUBLE 1100 SERIES MEGALUG OR EQUAL ON PUSH ON JOINT PIPE.

B. FOR PVC PIPE, SERIES 2000 RESTRAINTS OR EQUAL.

C. FOR SLIP JOINT PIPE, SERIES 1500 RESTRAINTS OR EQUAL

MECHANICAL JOINT

RESTRAINTS (TYP.)

VALVE DETAIL

SLIP JOINT RESTRAINTS

BELL RESTRAINT HARNESS

PVC MECHANICAL JOINT (M.J.) RESTRAINTS

DUCTILE IRON MECHANICAL JOINT (M.J.) RESTRAINTS

WEDGE DETAIL WEDGE

GRIPS INTO PIPE

PIPE SIZE CASING SIZE (ID)

30"16"

24"

36"

30"

20"

18"

42"

48"

36"

(IF MJ RSNT USED)

12"

16"

20"

24"

20" 14

16"

12"

14 27.00 25.50 21.74

22.50

17.88

13.37

11.12

17.88

21.00

16.25

11.75

17.54

13.30

9.15

9.50

16.25

7.00

13.30

13.38

11.12

11.75

9.50

9.15

7.00

1.69

1.56

1.25

1.00

0.88

0.75

0.62

0.50

TYPICAL RESTRAINED JOINT

PIPE DEVICES

A 3-4

SHEET 3 OF 3

DATED 12/08

24"

25.50

30.008 8

31.63

22.63

27.20

25.99 1.42

0.88

1.25

16"

20"

9.13 7.50 4.90 0.50

21.00 17.58

21.79

9.12 7.50 4.90 0.50

24" 16 16 31.50 30.00 25.94 1.81

10.50

13.00

14.50

19.00

23.80

28.00

38.50

9.90

12.00

14.15

18.30

22.90

27.10

32.64

4" 12"

1. APPROVED METHODS OF RESTRAINED PIPE BEYOND INITIAL FITTING SHALL BE: (REF:

CHAPTER 5.14A OF WATER SPEC.)

A. FOR DUCTILE IRON PIPE, 1100 SERIES MEGALUG OR EQUAL ON MECHANICAL JOINT

PIPE OR DOUBLE 1100 SERIES MEGALUG OR EQUAL ON PUSH ON JOINT PIPE.

B. FOR PVC PIPE, SERIES 2000 RESTRAINTS OR EQUAL.

C. FOR SLIP JOINT PIPE, SERIES 1500 RESTRAINTS OR EQUAL

NOTES:

CASING PIPE TO BE SIZED BASED ON ACTUAL

MATERIALS BEING USED FOR THE CARRIER

PIPE.(REF: CHAPTER 5) TYPICAL EXAMPLES OF

CASING PIPE SIZES DEPENDING ON MATERIALS

& IF MJ RSNT ARE USED (REFERENCE

DIMENSION P)

CHECK WITH MANUFACTURERS SPECIFICATIONS FOR CORRECT SIZE AND BOLTS.

BOLT HOLE DETAIL

DIMENSIONAL DATA

MECHANICAL JOINT RESTRAINT DIMENSIONS

8/10/18

FINAL ISSUED 29 AUG 2018

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NOTE: FIGURES ARE BASED ON DIP WRAPPED IN POLYETHYLENE MATERIAL

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11 1/4%%D BEND

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DUCTILE IRON

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36 INCH

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30 INCH

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24 INCH

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20 INCH

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AND PVC

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16 INCH

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12 INCH

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AND PVC

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8 INCH

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6 INCH

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AND PVC

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PIPE DIAMETER

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STATIC PRESSURE

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%%UTYPE FITTING%%U

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90%%D BEND, TEE

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22 1/2%%D BEND

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45%%D BEND

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USE CONC. REVERSE ANCHOR

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USE CONC. REVERSE ANCHOR

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USE CONC. REVERSE ANCHOR

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INCLUDE IN-LINE VALVES

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DEAD END

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VALVE OR PLUG, TO

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%%U WITH THE USE OF M.J. RESTRAINTS %%U

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%%U RESTRAINED PIPE LENGTH (FEET) %%U

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1. PRESSURE GREATER THAN 200 PSI REQUIRE SPECIAL DESIGN APPROVED BY SPRINGS UTILITIES. APPROVED BY COLORADO SPRINGS UTILITIES. 2. LENGTH IS BASED ON MINIMUM 5 FEET OF GROUND COVER AND SOIL COMPACTED ACCORDING TO CHAPTER 2 OF THE WATER SPECIFICATIONS. 3. APPROVED METHODS OF RESTRAINED PIPE BEYOND INITIAL FITTING SHALL BE: (REF: CHAPTER 5.14A OF WATER SPEC.) A. FOR DUCTILE IRON PIPE, 1100 SERIES MEGALUG OR EQUAL ON MECHANICAL JOINT PIPE OR DOUBLE 1100 SERIES MEGALUG OR EQUAL ON PUSH ON JOINT PIPE. B. FOR PVC PIPE, SERIES 2000 RESTRAINTS OR EQUAL. C. FOR SLIP JOINT PIPE, SERIES 1500 RESTRAINTS OR EQUAL 4. RESTRAINED PIPE LENGTH APPLIES TO CONDITIONS WHERE NO CONCRETE THRUST REACTION BLOCK IS PRESENT 5. IF UNWRAPPED DIP PIPE IS USED CONSULT COLORADO SPRINGS UTILITIES, PLANNING & DESIGN.

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NOTES:

AutoCAD SHX Text CALCULATIONS ARE BASED ON A POORLY GRADED SANDS,GRAVEL AND GRAVEL-SAND MIXTURE, LITTLE OR NO FINES, TYPE 4 TRENCH - PIPE BEDDED IN SAND,GRAVEL OR CRUSHED STONE TO A DEPTH OF 1/8 PIPE DIAMETER (4" MIN.). FACTOR OF SAFETY 2:1

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NOMINAL PIPE SIZE

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SHEET

IDENTIFICATION

D E

S C

R I P

T I O

M A

R K

T O

-2

0 F

, C

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 East Moreno

Avenue

Colorado Springs

Colorado

80903-7063 www.hbaa.com

51 2 3 4

Sheet

P L

L E

W N

100% SUBMITTAL

FOR CONSTRUCTION

S I Z

A N

S I

S U

B M

I T

T E

F A

R N

S W

O R

U P

P L

A u g u s t

F I L

A M

F I L

U M

B E

C O

N T

R A

F A

S O

L I C

I T

A T

I O

X X

D A

T E

U S

D A

T E

A P

P R

M A

R K

D A

T E

A P

P R

E S

C R

I P

T I O

C-503

D R

A W

D J M

D E

S I G

N E

T R

C H

E C

K E

T R

A 3-5

DATED 12/04

NOTES:

INSTALLATION FOR BENDS

APPLICATIONS FOR

MECHANICAL JOINT RESTRAINTS

1. MECHANICAL JOINT RESTRAINTS SHALL BE APPROVED ACCORDING TO SPECIFICATION SECTION 5 FOR

DIP AND PVC PIPE.

2. LENGTH OF PIPE REQUIRING JOINT RESTRAINT SHALL BE DETERMINED FROM THE CHART ON DRAWING

A 3-4.

SPACER PIPE (TYP.)

CONCRETE THRUST REACTION

BLOCK REQUIRED

VALVE TO BE THE

SAME SIZE AS

THE FITTING DIA.

(TYP.) (REF:

CHAPTER 5) (EXCL.

HYDRANT TEE)

MECHANICAL JOINT

RESTRAINTS (TYP.)

MJ VALVE (TYP.)

STANDARD PIPE JOINT

LENGTH OF RESTRAINED PIPE

STANDARD PIPE JOINT

LENGTH OF

M-J

RESTRAINED

PIPE *

MECHANICAL JOINT

RESTRAINT (TYP.)

MECHANICAL JOINT BEND

NO THRUST

REACTION BLOCK

REQUIRED

MJ VALVE (TYP.)

SPACER PIPE (TYP.) SEE SECTION 5 OF COLORDAO SPRINGS UTILITIES

SPECIFICATIONS (& DRAWING A 3-4 OF COLORADO SPRINGS UTILITIES

SPECIFICATIONS)

VALVE TO BE THE

SAME SIZE AS THE

FITTING DIA. (TYP.)

(REF: CHAPTER 5)

(EXCL. HYDRANT

TEE)

MECHANICAL JOINT

RESTRAINTS (TYP.)

MECHANICAL

JOINT

RESTRAINTS

(TYP.)

CROSS INSTALLATION

TEE INSTALLATION

A 5-1

DATED 12/07

STEP 3:

PIPE

STEP 1:

STEP 2:

PIPE

PULL TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO

END AT JOINT. FOLD MATERIAL AROUND THE ADJACENT

SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC

TUBE IN PLACE. INSTALL BONDING STRAP OR WIRE AT EVERY

JOINT OF PIPE PRIOR TO WRAPPING AS PER SECTION 6.02(d)

OF THE STANDARD SPECIFICATIONS.

PLACE TUBE OF POLYETHYLENE MATERIAL ON PIPE PRIOR TO

LOWERING IT INTO TRENCH.

FIELD INSTALLATION OF POLYETHYLENE WRAP FOR DIP PIPE AND FITTINGS.

POLYETHYLENE

TUBING

2-#6 COATED (PE) COPPER

BONDING WIRE THERMOWELDED

TO PIPE, BOTH ENDS, OR BONDING

NO COMMON WELDS ALLOWED

STRAP THERMO WELDED TO PIPE.

POLYETHYLENE

TUBING

POLYETHYLENE TUBING

PLASTIC

TAPE

POLYETHYLENE WRAP

OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE

WITH PLASTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE

MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS

MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE

BARREL, FOLDED ON TOP OF PIPE AND TAPED IN PLACE.

PLASTIC PIPE

TYP. VALVE

DETAIL "B"

DETAIL "A"

THERMOWELD OR USE A

COPPER CONNECTOR TYPE

BURNDY NO.YC 6 OR EQUAL.

THERMOWELD OR USE A COPPER

CONNECTOR, TYPE DOSSERT No.

DPC 2, HOMAC No. C6 OR EQUAL.

(SEE DETAIL "A" THIS SHEET)

TYP. VALVE BOX

(SEE DETAIL BELOW)

FINISHED GRADE

COPPER WIRE MUST BE TAPED TO

TOP OF PIPE EVERY 3 TO 4 FEET.

USE INSULATED COPPER WIRE

WIRE TO BE TAPED ON EACH SIDE

OF EVERY JOINT.

THERMOWELD, OR USE A

COPPER CONNECTOR, TYPE

BURNDY NO.YC 6 OR EQUAL

FOR TEE CONNECTION. (SEE

DETAIL "B" THIS SHEET)

OUTSIDE POLYWRAP.

A 5-4

DATED 12/09

NOTE

COPPER TRACER WIRE

ON PVC PIPE

1. CONTRACTOR IS REPONSIBLE FOR CONTINUITY OF ALL TRACER WIRE.

2. TRACER WIRE IS REQUIRED ON ALL PIPES PER COLORADO SPRINGS

UTILITIES SPECIFICATIONS ( PVC AND HDPE).

A 8-1

DATED 12/03

EXIST./PROPOSED WATER LINE

20'20'

30" RCP AND SMALLER-UTILITY STRUCTURE

BEND

NOTES:

EXIST./PROPOSED WATER LINE

A A

BEND

LOWERING DETAIL WITH

MJ RSNT FITTINGS AND RSNT JOINT PIPE

MJ RSNT (TYP.)

5' MIN.

ELEVATION:

5' MIN.

18"

MIN. SEPARATION

PROPOSED WATER LINE

BEND

PLAN:

MJ RSNT (TYP.)

A X

J O

I N

O N

N E

C T

I O

I N

1.) DIP PIPE REQUIRED IN LOWERINGS ( AT THE DISCRETION OF THE COLORADO SPRINGS UTILITY INSPECTOR PVC PIPE

MAYBE APPROVED )

2.) LOWERINGS TO BE CATHODIC PROTECTED UNDER THE DIRECTION OF THE COLORADO SPRINGS UTILITIES

INSPECTOR. (17 LB.)

3.) ALL FITTINGS SHALL HAVE MJ RSNTS. SEE DRAWINGS NO. A 3-4,5,6 & CHAPTER 5 OF THE COLORADO SPRINGS

UTILITIES SPECIFICATIONS.

4.) EXAMPLE CAN VARY DUE TO SITE CONDITIONS AND COLORADO SPRINGS UTILITIES INSPECTOR'S DIRECTION'S.

INSTALL CUT-IN VALVE

FOR EXIST. MAIN OR

INSTALL LINE VALVE FOR

NEW INSTALLATION.

CRA TO BE PRE-POURED

FOR EXISTING

INSTALLATIONS (TYP.)

CRA WITH MJ RSNT

ENCASED IN CONC. (TYP.)

(REF. STD DWG A 3-8)

CRA TO BE PRE-POURED

FOR EXISTING

INSTALLATIONS (TYP.)

UTILITY, STORM SEWER

OR DRAINAGE

STRUCTURE. ( 30" RCP

AND SMALLER )

SOIL TO BE COMPACTED

AROUND PIPE. (REF:

SECTION 2)

RSNT JOINT PIPE REQUIRED WHEN JOINTS FALL WITHIN FITTINGS.

I N

A X

J O

I N

O N

N E

C T

I O

WATER SERVICE TO STRUCTURE

EXPANSION

LOOP

(INSIDE STOP BOX)

CURB STOP

CORPORATION STOP

T O

P O

F P

A V

E M

E N

POLYETHYLENE (PE)

5'-0" MIN.

7'-0" MAX.

1' OR 2' MIN.

OR DRAINAGE STRUCTURE

UTILITY, STORM SEWER

6" MIN. SEPARATION

SERVICE LINE UNDER A UTILITY

TYPICAL INSTALLATION FOR

NOTE:

DATED 012/04

B 1-17

PROPOSED WATER SERVICE

DEPTH OF UTILITY

VARIES

BOP ELEV.=

TOP ELEV.=

SERVICE LINE

CORPORATION STOP

WATER

MAIN

TAPPING SADDLE

COPPER WATER SERVICE

EXPANSION LOOP

TYPE "K" COPPER

WATER

MAIN

LESS THAN 30" DIA. = 1'

BOX/36" AND LARGER = 2'

1' OR 2' MIN.

TAPPING SADDLE CONNECTION

PIPE DIAMETER

1.) SHOULD ANY SITUATION BE ENCOUNTERED OTHER THAN SPECIFICATION STANDARDS, NOTIFY

CONTRACTING OFFICER'S REPRESENTATIVE.

2.) SHOULD BE READ IN CONJUNCTION WITH CITY OF COLORADO SPRINGS SPECIFICATIONS, FOR WATER

SERVICE RELOCATION.

PER PLANS

Scale:

TYPICAL THRUST BLOCKING DETAIL

NOT TO SCALE

N b b

I N

M I N

2" MIN.

FITTING

SIZES

TEE & END 90° BEND 45° BEND

BEARING AREA OF BLOCK IN SQ. FT. (b x h)

22½° BEND 11¼° BEND

NOTES:

1. PLACE 4 ml POLYETHYLENE BETWEEN CONCRETE AND

FITTING (CONCRETE SHALL NOT INTERFERE WITH JOINT.)

2. MINIMUM CONCRETE THICKNESS SHALL BE 12 INCHES.

3. THE HORIZONTAL DIMENSION (b) OF THE BEARING AREA

SHALL BE BETWEEN 1.0 AND 2.0 TIMES THE VERTICAL

DIMENSION (h). (h<=b<=2h)

4. THE VERTICAL DIMENSION (h) OF THE BEARING AREA

SHALL BE EQUAL TO ONE-HALF THE TOTAL DEPTH (H) TO

THE BOTTOM OF THE THRUST BLOCK BUT NOT LESS THAN

THE OUTSIDE DIAMETER (Do) OF THE FITTING (Do<h<=H/2).

5. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE

CENTER OF THE FITTING CORRESPONDS WITH THE

CENTER OF THE THRUST BLOCK.

6. THE MINIMUM ALLOWABLE ANGLE (EITHER VERTICAL OR

HOR…

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File details come from the government source that posted it. Updated Sep 1, 2020.