Package 2 - Site.pdf

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

CONTROL DATA IS TO FLOWLINE 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 TO EDGE 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 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DIMENSIONS OF DOORS, RAMP, PATIOS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.

7. 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 CITY PAVED STREETS.

8. 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 FLOW-FILL BACKFILL AND PAVEMENT PER PROJECT SPECIFICATIONS AND THE GEOTECHNICAL RECOMMENDATIONS TO ENSURE

THAT SETTLEMENT DOES NOT OCCUR.

9. ALL MATERIALS AND WORKMANSHIP ASSOCIATED WITH THE CONSTRUCTION ACTIVITY IN THE VOYAGER PARKWAY RIGHT-OF-WAY SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS. A TEMPORARY TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR TRUCKS ENTERING AND EXITING OFF ALL PUBLIC RIGHT-OF-WAYS. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CITY OF COLORADO SPRINGS TWO WEEKS PRIOR TO

CONSTRUCTION.

10. ALL MATERIALS AND WORKMANSHIP ASSOCIATED WITH THE SITE AND UTILITY CONSTRUCTION SHALL CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND THE CITY OF COLORADO SPRINGS AND COLORADO SPRINGS

UTILITIES STANDARDS AND SPECIFICATIONS.

11. 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.

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

HYDRO-MULCH OR EQUAL.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY INFRASTRUCTURE NOT INTENDED FOR REPLACEMENT OR CONNECTIONS. COORDINATE WITH COLORADO SPRINGS UTILITIES OR PRIVATE

UTILITY OWNERS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST ALL EXISTING VALVE BOXES OR COVERS TO FINISH GRADE IN

AREAS THAT ARE TO BE PATCHED OR RE-GRADED.

15. THE EXISTING UTILITIES SHOWN ON THESE DRAWINGS WERE FIELD SURVEYED VIA VISIBLE STRUCTURES AND UTILITY MARKINGS. UTILITIES WITHIN VOYAGER PARKWAY WERE POT-HOLED TO VERIFY LOCATION AND DEPTH. THE POT-HOLING PRIOR TO DESIGN DOES NOT RELIEVE THE CONTRACTOR OF DETERMINING THE EXACT LOCATIONS

HORIZONTALLY AND VERTICALLY PRIOR TO COMMENCING WORK.

16. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO ALLOW FOR A MINIMUM OF 4" OF NEW OR SALVAGED TOPSOIL, OR PER THE LANDSCAPE PLANS. NEW OR SALVAGED TOP SOIL SHALL BE ADDED TO THE LEVEL OF THE WALKS, PAVEMENT, OR CURBS.

17. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS REQUIRED BY FEDERAL LAW TO OBTAIN A STORM WATER DISCHARGE PERMIT IN ACCORDANCE WITH THE NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PROGRAM ESTABLISHED BY THE CWA (CLEAN WATER ACT), IF THE DISTURBED AREA WITHIN THE PROJECT LIMITS IS GREATER THAN 1 ACRE. IN ADDITION TO THESE REQUIREMENTS, THE CONTRACTOR SHALL ALSO FOLLOW REGULATIONS ESTABLISHED BY THE UNITED STATES AIR FORCE ACADEMY IN REGARD TO STORM WATER MANAGEMENT DURING CONSTRUCTION. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER MANAGEMENT PLAN TWO WEEKS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NATIVE GRASS GROWTH WITHIN THE DISTURBED GRADING LIMITS PRIOR TO THE END OF CONSTRUCTION. THE CONTRACTOR SHALL CONSIDER TEMPORARY EROSION CONTROL BMP'S IN ADDITION TO THOSE SHOWN ON THE PLANS UNTIL NATIVE GRASSES AND GROUND COVER HAVE BEEN FULLY ESTABLISHED.

18. REFER TO ARCHITECTURAL BUILDING PLANS AND PROJECT SPECIFICATIONS FOR EARTHWORK AND COMPACTION

REQUIREMENTS FOR ALL SLABS AND BUILDING FOUNDATIONS.

19. ALL EARTHWORK, BACKFILL, AND COMPACTION SHALL BE DONE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SUBSURFACE INVESTIGATION REPORT PREPARED BY

KLEINFELDER, INC..

4815 LIST DRIVE, UNIT 115

COLORADO SPRINGS, CO 80919

P: 719-632-3593 V: 719-632-2648

PROJECT NO. 110979

20. 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.

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

SPECIFICATIONS OF THE CITY, USAFA AND NPEDS PERMIT REQUIREMENTS.

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

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TOPS AND FLOWLINES OF ALL EXISTING WATER AND

SEWER CONNECTIONS PRIOR TO COMMENCING WORK.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION AND SEQUENCING WITH UTILITY OWNERS: FIBER OPTICS TO BE INSTALLED BY QWEST; POWER TO BE INSTALLED BY COLORADO SPRINGS UTILITIES;

CABLE TO BE INSTALLED BY COMCAST; NATURAL GAS TO BE INSTALLED BY COLORADO SPRINGS UTILITIES. REFER

TO THE OVERALL UTILITY PLAN.

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

26. 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.

27. 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.

28. THE FIELD TOPOGRAPHIC SURVEY WAS COMPLETED BY FARNSWORTH GROUP ON AUGUST 4, 2010.

29. REFER TO THE GEOTECHNICAL REPORT AND SITE DETAILS FOR PROPOSED PAVEMENT SECTION

RECOMMENDATIONS.

30. EROSION CONTROL BLANKET SHALL BE PLACED ON ALL SIDE SLOPES OF 3H:1V OR STEEPER.

31. ROAD STRIPING AND TRAFFIC SIGNS AS NOTED ON THE SITE PLAN SHALL COMPLY WITH THE LATEST VERSION OF

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

32. THE CONTRACTOR SHALL PLACE CONSTRUCTION FENCING AROUND THE PERIMETER OF THE WORKING LIMITS. THE FENCING LAYOUT SHALL BE APPROVED BY THE ENGINEER OR OWNER PRIOR TO PLACEMENT. UTILITY TRENCHES

SHALL BE COVERED AT THE END OF EACH WORK DAY.

33. CONTRACTOR CONSTRUCTION SIGNS SHALL BE POSTED ALONG VOYAGER PARKWAY PER THE APPROVED

TEMPORARY TRAFFIC CONTROL PLAN PREPARED BY THE CONTRACTOR.

34. THE CONTRACTOR SHALL NOTIFY COLORADO SPRINGS UTILITIES TWO WEEKS PRIOR TO THE WATER TAPS, SANITARY SEWER CONNECTION, AND STORM SEWER CROSSING WITHIN THE PUBLIC RIGHT-OF-WAY.

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

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

COMPLETED RED LINE SET AT COMPLETION OF THE PROJECT.

GENERAL NOTES:

C-001

CIVIL

GENERAL

NOTES

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ARCHITECTURE

PLANNING &

INFORMATION

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AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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O

07-05-11

C-002

SURVEY

LEGEND

NOTES

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INFORMATION

TECHNOLOGY

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AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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SAWCUT LINE

(TYP.)

V O

Y A

G

ER

P A

R K

W

AY

C-003

DEMOLITION

PLAN

MATCHLINE SEE SHEET C-004

LEGEND

APPROXIMATE ASPHALT

REMOVAL LIMITS

APPROXIMATE CONCRETE

CURB REMOVAL LIMITS

CONSTRUCTION NOTES:

3. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

4. SEE SITE DETAIL DRAWINGS FOR PAVEMENT PATCHING

REQUIREMENTS WITHIN VOYAGER PARKWAY ROW.

5. SEE DRAWING L-103 "TREE TRANSPLANT PLAN" FOR

RELOCATION AND STORAGE OF EXISTING TREES ON

SITE.

6. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN

VOYAGER PARKWAY WITH COLORADO SPRINGS U

UTILITIES FOR GAS, ELECTRIC, WATER AND SANITARY

SEWER UTILITIES.

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ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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REMOVE APPROX. 135 LF

OF EXISTING GUARD RAIL.

RELOCATE 135 LF OF EXISTING

GUARD RAIL. RE: SITE PLAN FOR

LOCATION. CONTRACTOR SHALL VERIFY

GUARD RAIL CONDITION WITH THE

CITY AND OWNER PRIOR TO REUSE.

EXISTING TRAFFIC SIGNAL

POLE TO BE REMOVED (TYP.)

RE: TRAFFIC SIGNAL PLANS

PROPERTY BOUNDARY

(TYP.)

SPRINGCREST

ROAD

BRIAR GATE

PARKWAY

V O

Y A

G

ER

P A

R K

W

AY

SAWCUT LINE

(TYP.)

REMOVE EXISTING HC

RAMP

C-004

DEMOLITION

PLAN

MATCHLINE SEE SHEET C-003

REMOVE EXISTING MEDIAN (AND EAST SIDE PORTION OF

CURB AND GUTTER) AND REPLACE WITH ASPHALT AND

PAVEMENT STRIPING FOR LEFT TURN LANE.

RE: SITE PLAN

CONSTRUCTION NOTES:

3. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

4. SEE SITE DETAIL DRAWINGS FOR PAVEMENT PATCHING

REQUIREMENTS WITHIN VOYAGER PARKWAY ROW.

5. SEE DRAWING L-103 "TREE TRANSPLANT PLAN" FOR

RELOCATION AND STORAGE OF EXISTING TREES ON

SITE.

6. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN

VOYAGER PARKWAY WITH COLORADO SPRINGS

UTILITIES FOR GAS, ELECTRIC, WATER AND SANITARY

SEWER UTILITIES.

LEGEND

APPROXIMATE ASPHALT

REMOVAL LIMITS

APPROXIMATE CONCRETE

CURB REMOVAL LIMITS

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ARCHITECTURE

PLANNING &

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TECHNOLOGY

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AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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KETTLE CREEK DAM BUFFER

ZONE

SURVEY CONTROL POINT

(TYP.)

6' HIGH FENCE

WITH 2' OUTRIGGERS

RE: AS-101 FOR DETAILS

PROPOSED

READINESS

CENTER

BUILDING

P.O.V. PARKING

LOT

MV PARKING

LOT

K-4 RATED ACCESS GATE W/LOOP

DETECTORS

RE: C-804

K-4 RATED ACCESS GATE

W/ LOOP DETECTORS

RE: C-804

COVERED MILITARY VEHICLE

PARKING (OLI)

RE: SHEET OLI-1

VO

YAG

ER

PKW

Y.

RING ROAD OLI

RE: SHEET AS-100

FUTURE

COMBAT

PIT

TRASH ENCLOSURE AREA

L1C1

L2

L5

C2

C3

C4

C5

C6

C7

C8

L6 L9

L1

L1

L1

L1

L16

L17 C9

L18

C

L21

C1 1

C1 2

C13

C1 4

C15 L2 2L2

C 1

6 L24

C17

C18L28

C

9 L29

C 2 0 C21

L3

C2 2

C2 3

C2 5

L33

C

L34

C2 7C

C

L4

L41

L42

C

C3

C32

L43

L4

C33

L4

L4

L4

L48 C34

L 4

C3 5

L50C36

L5

L52

C3 7

C38

L5

C39 L54L5

C4 0

C 4 1

L 5

L 5

C4 2 L58C43

L5

L60

L6

C44

L62

C

C46

C4 7

L64 C4 8

L65

C4 9

L6 9

C50L70C 5 1

L7

L72

C5 2 L74

L76

C5 4

L7

L7 8

C55C 5

L8

L81 L8

L83L8

C57

C 5 8

C 5 9

L8

L8

C 6 0

C 6 1

L87 C62

L8

C63

C64

L9

C65L91C 6 6

L9

C 6 7

C 6 8

L9

L9

L9

L9

L9

L1

C 6 9

L103 C70

L1

C7 1 C72

L1

C73L108C 7 4

L1

C 7 5

C76

L110

C7 7

L111

C7 8

L113

C79C8 0

C 8 1

L1

L115

L 1 1 6

C8 2

L117

C83 L1

C85

L1

C86

L1

C

L1

C8 8

L1

C89L123

L124

C 9 0

L1

L127L128

L1

C91L130

C9 2

L13 1

L132

L133

C9 3

C9 5

L1

C9 6

L136

L137

L138

C9 7 L139 L140

L4

L93

L3

L79

L30

L89

CONTRACTOR STAGING

AREA

L148

C 9 8

L149 C99 L150

L151

L152

L1 53

L154

C100

L15 5

C101

C-100

OVERALL

SITE PLAN

FUTURE PHOTOVOLTAIC

ARRAY

RIGHT-OF-WAY

PER AFA BOUNDARY

BENCHMARK:

RE: SHEET C-102

FOR TURN LANE DESIGN AND TRAFFIC

SIGNAL LOCATIONS

LEGEND

PROPOSED ASPHALT

PAVEMENT RE: SITE DETAILS

PROPOSED CONCRETE

PAVEMENT RE; SITE DETAILS

PROPOSED GRAVEL

PAVEMENT RE: SITE DETAILS

NUMBER OF PARKING

SPACES PER BAY.

SITE PLAN NOTES:

1. THE NORTH ENTRANCE TO THE SITE IS INTENDED TO BE

A RIGHT TURN IN / RIGHT TURN OUT ONLY INTERSECTION.

2. THE SOUTH ENTRANCE TO THE SITE IS INTENDED TO BE

ALIGNED WITH THE INTERSECTION OF SPRING CREST

ROAD AND VOYAGER PARKWAY. THE PROPOSED

INTERSECTION IMPROVEMENTS INCLUDE DEDICATED

RIGHT TURN LANES IN AND OUT OF THE SITE AND A

DEDICATED LEFT TURN LANE INTO THE SITE.

3. LOCATIONS OF 6" HIGH CURB AND GUTTER AND 10" HIGH

AT/FP CURB AND GUTTER ARE INDICATED ON DRAWINGS

C-101 AND C-102. PARKING ISLANDS ARE RAISED 6"

ABOVE PAVING WITH A 6" CONCRETE PERIMETER CURB.

4. THE BASE BID PAVING PLAN INCLUDES CONCRETE

PAVING FOR THE MILITARY VEHICLE PARKING LOT AND

TRASH ENCLOSURE. THE REMAINING PAVING SHALL BE

ASPHALT. SEE AS-101 FOR LIST OF OLI ("OPTIONAL LINE

ITEM") WHICH DIFFER FROM THE BASE BID.

5. CONTRACTOR SHALL MAKE REASONABLE EFFORTS TO

ALIGN CURB JOINTS WITH THE PAVEMENT JOINTS.

6. PROPOSED SITE PAVEMENT SECTIONS (PER

(GEOTECHNICAL REPORT) RE: SITE DETAILS:

7. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

8. FOR EDGE TREATMENT ALONG PARKING AND DRIVEWAY

AREAS WITHOUT CURB, SEE THICKENED EDGE DETAIL ON

THE SITE DETAIL SHEET.

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ARCHITECTURE

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102 EAST MORENO

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COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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KETTLE CREEK DAM BUFFER

ZONE

SURVEY CONTROL POINT

(TYP.)

6' HIGH FENCE

WITH 2' OUTRIGGERS

RE: AS-101 FOR DETAILS

PROPOSED

READINESS CENTER

BUILDING

K-4 RATED ACCESS GATE

W/ LOOP DETECTORS

RE: C-804

TRASH ENCLOSURE AREA

RE: ARCH DWGS

10'

CONCRETE SIDEWALK

REINFORCED FOR EMERENCY

VEHICLES. RE: CONCRETE

PAVEMENT SECTION SHOWN ON

THE SITE DETAILS

CONCRETE PATIO AND

HARDSCAPE. RE: LANDSCAPE

DWGS & COORDINATE DETAIL

THIS SHEET.

PROPOSED 10' WIDE

LOADING DOCK

2' WIDE CONCRETE

DRAINAGE PAN

COVERED MILITARY VEHICLE

PARKING (OLI)

RE: SHEET OLI-1

9' TYP.

' T

YP

22' 24'

216' (TYP.)

13.5'

24'

6'

24'

23.13'

166'

166'55

24'

12' WIDE RIGHT TURN

LANE

12' WIDE RIGHT TURN

LANE

PROPOSED FLAG POLES

RING ROAD OLI

RE: SHEET AS-100

4'

12'

12'

4'

CONCRETE

TRANSFORMER

PAD W/ 4 - 6" BOLLARDS

RE: SITE DETAILS

CONCRETE EMERGENCY

GENERATOR PAD

W/ 4 - 6" BOLLARDS

RE: SITE DETAILS

FUTURE COMBATIVE SKILLS

TRAINING PIT

2 - 6" PROTECTIVE

BOLLARDS FOR FUTURE

CARD READER PEDESTALS

BY OTHERS

RE: SITE DETAILS

HC RAMP

(TYP.)

RE: SITE DETAILS

CONCRETE MILITARY

VEHICLE LOT (BASE BID).

RE: SHEET AS-100 FOR OLI

INFORMATION.

ASPHALT PARKING

LOT (BASE BID).

RE: SHEET AS-100 FOR OLI

INFORMATION RELATED TO

PAVING OPTIONS.

PROPOSED 6"

CURB AND GU

PROPOSED

CONCRETE SCORING

PATTERN. MIN. 15' SPACING

FOR JOINTS. CONTRACTOR TO

VERIFY IN FIELD.

L1C1

L2

L5

C2

C3

C4

C5

C6

C7

C8

L6 L9

L1

L1

L1

L1

L16

L17 C9

L18

C

L21

C 2 0 C21

L3

C22

C2 3

L4

L41

L42

C

C3

C3 2

L4

L4

C33

L4

L4

L4

C38

L5

C39

L7

L81 L8

L83

L8

C57

C 5 8

C5 9

L8

L8

C 6 0

C6 1 L87

C62 L8

C63

C64

L9

C65L91C6 6

L9

C 6 7

C6

L9

L9

L9

L9

L9

L1

C6 9 L103

C70 L1

C71 C72

L1

C73L108C7 4

L1

C 7 5

C85

L1

C

L1

C8 8

L1

C89L123

L124

C9 0

L1

L127L128

L1

C91L130

C9 2

L1 31

L132

L133

C93

C9 5

L1

C9 6

L136

L137

L138

C9 7 L139 L140

L4

L93

L3

L30

L89

RE: SHEET C-103 FOR

LINE AND CURVE

HORIZONTAL CONTROL

MODIFIED CDOT TYPE R

INLET WITH HEADWALL

RE: SITE DETAILS

2' WIDE DRAINAGE

PAN (TYP.)

RE: SITE DETAILS

REMOVE AND REPLACE

ASPHALT AND CURB AND

GUTTER (APPROX. 40 LF)

RE: SITE DETAILS

SEE ARCHITECTURE

DRAWING AS 101 FOR EXTERIOR

STAIRS AT THIS LOCATION

RE: STRUCTURAL

FOUNDATION PLAN & ARCH. DWGS

FOR LOADING DOCK AND

STEP DETAILS

FENCE GATE

RE: AS-101 FOR

DETAIL.

FENCE GATE

RE: AS-101 FOR

DETAIL.

FENCE TO

EXTEND TO

BUILDING

CORNER

REMOVABLE

BOLLARDS (2)

RE: AS-101

C 9 8

L15 5

C101

N: 1414615.50 E: 3199056.94

N: 1414605.21 E: 3199076.35

N: 1414602.94 E: 3199072.71

N: 1414584.09 E: 3199065.58

N: 1414584.15 E: 3199045.76

N: 1414586.09 E: 3199040.27

N: 1414583.12 E: 3199036.80

C-101

SITE PLAN

LEGEND

PROPOSED ASPHALT

PAVEMENT RE: SITE DETAILS

PROPOSED CONCRETE

PAVEMENT RE; SITE DETAILS

PROPOSED GRAVEL

PAVEMENT RE: SITE DETAILS

NUMBER OF PARKING

SPACES PER BAY.

10" HIGH AT/FP CURB &

GUTTER RE: SITE DETAILS

6" HIGH CURB AND GUTTER

RE: SITE DETAILS

BENCHMARK:

RIGHT-OF-WAY PER AFA

BOUNDARY

MATCHLINE SEE SHEET C-102

SITE PLAN NOTES:

1. THE NORTH ENTRANCE TO THE SITE IS INTENDED TO BE

A RIGHT TURN IN / RIGHT TURN OUT ONLY INTERSECTION.

2. THE SOUTH ENTRANCE TO THE SITE IS INTENDED TO BE

ALIGNED WITH THE INTERSECTION OF SPRING CREST

ROAD AND VOYAGER PARKWAY. THE PROPOSED

INTERSECTION IMPROVEMENTS INCLUDE DEDICATED

RIGHT TURN LANES IN AND OUT OF THE SITE AND A

DEDICATED LEFT TURN LANE INTO THE SITE.

3. LOCATIONS OF 6" HIGH CURB AND GUTTER AND 10" HIGH

AT/FP CURB AND GUTTER ARE INDICATED ON DRAWINGS

BY THE DESIGNATED LINE TYPES NOTED IN THE LEGEND

ABOVE. PARKING ISLANDS ARE RAISED 6" ABOVE PAVING

WITH A 6" CONCRETE PERIMETER CURB.

4. THE BASE BID PAVING PLAN INCLUDES CONCRETE

PAVING FOR THE MILITARY VEHICLE PARKING LOT AND

TRASH ENCLOSURE. THE REMAINING PAVING SHALL BE

ASPHALT. SEE AS-101 FOR LIST OF OLI ("OPTIONAL LINE

ITEM") WHICH DIFFER FROM THE BASE BID.

5. CONTRACTOR SHALL MAKE REASONABLE EFFORTS TO

ALIGN CURB JOINTS WITH THE PAVEMENT JOINTS.

6. FOR PROPOSED SITE PAVEMENT SECTIONS (PER

(GEOTECHNICAL REPORT) RE: SITE DETAILS:

7. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

8. FOR EDGE TREATMENT ALONG PARKING AND DRIVEWAY

AREAS WITHOUT CURB, SEE THICKENED EDGE DETAIL ON

THE SITE DETAIL SHEET.

COORDINATE DETAIL FOR CONCRETE PATIO

INSTALL CONCRETE

WHEEL STOPS WHERE

SHOWN

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C ol or ad o S pr in gs , C

K-4 RATED ACCESS GATE W/LOOP

DETECTORS

RE: C-804

VO

YAG

ER

PKW

Y.

PROPOSED FLAG POLES

(2-TOTAL)

RE: AS-101

DECORATIVE WALL

RE: LANDSCAPE PLAN

GRAVEL EDGING (TYP.)

RE: LANDSCAPE PLAN

TRAFFIC SIGNAL POST (TYP.)

RE: SIGNAL PLAN, C-901

PEDESTRIAN SIGNAL POST (TYP.)

RE: SIGNAL PLAN, C-901

CONNECT PROPOSED GUTTER

TO EAST SIDE GUTTER OF EXISTING

MEDIAN.

PROPOSED MEDIAN

CURB AND GUTTER

REMOVABLE BOLLARDS

@ 4' O.C.

SEE AS-100

HANDICAP RAMP

RE: SITE DETAILS

CARD READER WITH

2-6" STEEL BOLLARDS

(LOCATE 15' MIN. AWAY FROM

ACCESS GATE CONTROLLER)

24'

ASPHALT PARKING

LOT (BASE BID)

RE: AS-100 FOR OLI

INFORMATION

PROPOSED 6" VERTICAL

CURB AND GUTTER (WITH 1'

PAN).

10" AT/FP HIGH CURB

WITHOUT GUTTER PAN

RE: SITE DETAILS

C1 1

C1 2

C1 3

C1 4

C15 L22L2

C 1

6 L24

C1

C1 8L28

C

9 L29

C2 5

L3 3

C

L34

C

2 7C

C

L48 C34

L4

C3 5

L50C36

L5

L52

C3 7

L54L5

C40

C 4 1

L5

L5

C4 2 L58C43

L5

L60

L6

C4 4

L62

C

C46

C4 7

L64 C4 8

L65

C4 9

L 69

C50L70C 5 1

L7

L72

C5 2 L74

L76

C5 4

L78

C55C 5 6

L8

C7

L110

C7 7

L111

C7 8

L113

C79C8 0

C 8 1

L1

L115 L1

1 6

C82 L117

C83 L1

C8

L1

L79

RE: SHEET C-103 FOR

LINE AND CURVE

HORIZONTAL CONTROL

RE: STREET PAVEMENT REPLACEMENT DETAILS

ON THE SITE DETAIL SHEETS.

2' CURB CUTS

(TYP.)

MEMORIAL WALK

RE: CONCRETE

PAVEMENT SECTION

ON SITE DETAIL SHEET

FOR THICKNESS

CONCRETE

SIDEWALK (TYP.)

5'

CONTRACTOR SHALL

TAPER CURB TO MEET

FINISHED SIDEWALK GRADE

USING A 4:1 SLOPE AT WALKWAY

ENTRANCES (TYP.)

PROPOSED HC RAMP

CONTRACTOR SHALL REMOVE AND

REPLACE EXISTING CURB AND GUTTER TO

TO NEAREST JOINT TO CONSTRUCT.

RE: SITE DETAILS FOR HC RAMP AND DEMOLITION

PLAN

CONTRACTOR STAGING

AREA

TYPE 5 CURB AND

GUTTER ALONG MEMORIAL

WALK ENTRANCE

RE: SITE DETAILS

6" VERTICAL CURB

AND GUTTER AROUND

STATUE AREA

RE: SITE DETAILS

MONUMENT SIGN

RE: AS - 102

L148

L149 C9 9 L150

L151

L152

L153

L15 4

C100

INSTALL CONCRETE

WHEEL STOPS WHERE

SHOWN

C-102

SITE PLAN

MATCHLINE SEE SHEET C-101

12" LANDSCAPE WALL

RE: LANDSCAPE DWGS

20'

' T

YP

9' TYP.

5'

24'

24'

20'

24'

REMOVE EXISTING MEDIAN (AND EAST SIDE PORTION OF

CURB AND GUTTER) AND REPLACE WITH ASPHALT AND

PAVEMENT STRIPING FOR LEFT TURN LANE

LEGEND

PROPOSED ASPHALT

PAVEMENT RE: SITE DETAILS

PROPOSED CONCRETE

PAVEMENT RE; SITE DETAILS

PROPOSED GRAVEL

PAVEMENT RE: SITE DETAILS

NUMBER OF PARKING

SPACES PER BAY.

10" HIGH AT/FP CURB &

GUTTER RE: SITE DETAILS

6" HIGH CURB AND GUTTER

RE: SITE DETAILS

BENCHMARK:

4.5'

SITE PLAN NOTES:

1. THE NORTH ENTRANCE TO THE SITE IS INTENDED TO BE

A RIGHT TURN IN / RIGHT TURN OUT ONLY INTERSECTION.

2. THE SOUTH ENTRANCE TO THE SITE IS INTENDED TO BE

ALIGNED WITH THE INTERSECTION OF SPRING CREST

ROAD AND VOYAGER PARKWAY. THE PROPOSED

INTERSECTION IMPROVEMENTS INCLUDE DEDICATED

RIGHT TURN LANES IN AND OUT OF THE SITE AND A

DEDICATED LEFT TURN LANE INTO THE SITE.

3. LOCATIONS OF 6" HIGH CURB AND GUTTER AND 10" HIGH

AT/FP CURB AND GUTTER ARE INDICATED ON DRAWINGS

BY THE DESIGNATED LINE TYPES NOTED IN THE LEGEND

ABOVE. PARKING ISLANDS ARE RAISED 6" ABOVE PAVING

WITH A 6" CONCRETE PERIMETER CURB.

4. THE BASE BID PAVING PLAN INCLUDES CONCRETE

PAVING FOR THE MILITARY VEHICLE PARKING LOT AND

TRASH ENCLOSURE. THE REMAINING PAVING SHALL BE

ASPHALT. SEE AS-101 FOR LIST OF OLI ("OPTIONAL LINE

ITEM") WHICH DIFFER FROM THE BASE BID.

5. CONTRACTOR SHALL MAKE REASONABLE EFFORTS TO

ALIGN CURB JOINTS WITH THE PAVEMENT JOINTS.

6. FOR PROPOSED SITE PAVEMENT SECTIONS (PER

(GEOTECHNICAL REPORT) RE: SITE DETAILS:

7. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

8. FOR EDGE TREATMENT ALONG PARKING AND DRIVEWAY

AREAS WITHOUT CURB, SEE THICKENED EDGE DETAIL ON

THE SITE DETAIL SHEET.

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C-103

LINE AND

CURVE

TABLE

NOTES

1. CONTROL DATA IS AT FLOWLINE FOR CURB

AND GUTTER OR AT EDGE OF PAVEMENT OR

GRAVEL IF NO CURB AND GUTTER IS PROPOSED.

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PROPOSED

READINESS CENTER

BUILDING

9' TYP.

' T

YP

12' WIDE RIGHT TURN

LANE

12' WIDE RIGHT TURN

LANE

4 HANDICAP STALLS

(1-VAN ACCESSIBLE)

RE: SITE DETAILS

4'

12'

4" WHITE STRIPE

(TYP.)

12'

4'

4" WHITE STRIPE (TYP.)

4" WHITE STRIPE

(TYP.)

RE: SITE DETAILS

PAINTED HC MARKING

RE: SITE DETAILS

1- STOP SIGN

1-RIGHT TURN ONLY SIGN

RE: SITE DETAILS

4" WHITE PAINTED

STRIPING FOR PARKING

STALLS. RE: SITE DETAILS

4" WHITE PAINTED

4" WHITE PAINTED

STRIPING FOR PARKING

STALLS. RE: SITE DETAILS

4" WHITE PAINTED

STRIPING FOR PARKING

STALLS. RE: SITE DETAILS

C-104

SIGNAGE &

STRIPING

PLAN

LEGEND

EMERGENCY ACCESS

ROUTES

RIGHT-OF-WAY PER AFA

BOUNDARY

MATCHLINE SEE SHEET C-105

NOTES:

1. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

2. SEE DRAWING AS-104 FOR THE MILITARY VEHICLE

PARKING LAYOUT.

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C ol or ad o S pr in gs , C

6 HANDICAP STALLS

(1-VAN ACCESSIBLE)

VO

YAG

ER

PKW

Y.

CONNECT PROPOSED GUTTER

TO EAST SIDE GUTTER OF EXISTING

MEDIAN.

PAINTED HC

PAVEMENT MARKING (TYP.)

RE: SITE DETAILS

DIRECTIONAL PAVEMENT

MARKINGS

RE: SITE DETAILS (TYP.)

PAINTED CROSS WALK

RE: SITE DETAILS

PAINTED STOP BAR

RE: SITE DETAILS

4" WHITE PAINTED

STRIPING

RE: SITE DETAILS

RE NOTE 1 THIS SHEET:

STOP SIGN

RE: SITE DETAILS

4" WHITE PAINTED

LINE

RE: SITE DETAILS

C-105

MATCHLINE SEE SHEET C-104

' T

YP

9' TYP.

24'

SIGNAGE &

STRIPING

PLAN

LEGEND

NUMBER OF PARKING

SPACES PER BAY.

EMERGENCY ACCESS

ROUTES

NOTES:

1. SEE DRAWINGS C-900 & C-901 FOR REQUIRED TRAFFIC

SIGNAL IMPROVEMENTS.

WHITE PARKING

STALL PAINTED LINE

RE: SITE DETAILS (TYP.)

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COLORADO

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C ol or ad o S pr in gs , C

READINESS

CENTER

BUILDING

GEOTHERMAL WELL

FIELD. RE: MECH DWGS

FUTURE PHOTOVOLTAIC ARRAY

AREA

C-300

OVERALL

UTILITY

PLAN

RE: UTILITY NOTE 3

LEGEND

8" PVC SANITARY SEWER

RCP STORM SEWER

UNDERGROUND ELECTRIC

NATURAL GAS

FIBER OPTIC/

COMMUNICATION LINES

8" PVC WATER LINE

FIRE HYDRANT ASSEMBLY

PROPOSED GATE VALVE

PROPOSED MANHOLE

PROPOSED DRAINAGE STRUCTURE

PROPOSED FLARED END SECTION

DETENTION POND A

OUTLET STRUCTURE

DETENTION POND B

OUTLET STRUCTURE

FIRE DEPARTMENT CONNECTION

UTILITY PLAN NOTES:

1. THE GAS AND ELECTRIC AND WATER METER LOCATIONS ARE SHOWN

ON THE MECHANICAL, ELECTRICAL AND PLUMING DRAWINGS. THE 2"

WATER METER SHALL BE LOCATED INSIDE THE BUILDING MECHANICAL

ROOM WITH A REMOTE READOUT.

2. ROUTING OF ELECTRIC, GAS AND TELECOMMUNICATION UTILITIES IS

SHOWN FOR INFORMATION ONLY. REFER TO THE MECHANICAL

DRAWINGS FOR UTILITY LINE SIZING. OWNER SHALL COORDINATE

WITH FIBER OPTIC UTILITY FOR SERVICE. THERE ARE TWO FIBER

OPTIC UTILITY COMPANIES WITH FACILITIES IN THE SITE PROXIMITY,

QWEST AND CSU.

3. GAS AND ELECTRIC UTILITY SERVICE LINE EXTENSIONS WILL BE

PROVIDED BY CSU (COLORADO SPRINGS UTILITIES). CONTRACTOR

SHALL COORDINATE CONNECTION POINTS FOR BUILDING SERVICES.

4. ALL WATER AND SANITARY SEWER UTILITIES PROPOSED SHALL BE

BUILT PER COLORADO SPRINGS UTILITIES STANDARDS AND

SPECIFICATIONS.

5. SEE C-500, C-600 AND C-700 SERIES SHEETS FOR WATER, SANITARY

AND STORM UTILITY PROFILES.

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READINESS CENTER

BUILDING

GEOTHERMAL WELL

FIELD. RE: MECH DWGS

SAND/OIL SEPARATER

RE: DETAIL SHEET P-500

GREASE INTERCEPTER

RE: DETAIL SHEET P-500

6" PVC SANITARY SEWER

SERVICE

3" PVC DOMESTIC

SERVICE LINE

6" PVC FIRE

SERVICE LINE

W/ 6" PIV (POST

INDICATOR VALVE)

STORM SEWER INLET

CONNECT TO 8" PVC

WATER MAIN WITH 8" X 8" x 6" TEE

CONNECT TO 8" PVC WATER

MAIN WITH 8" x 3" TAPPING SLEEVE

AND 3" TAPPING VALVE

ELECTRIC TRANSFORMER

RE: ELEC DWGS

RE: UTILITY NOTE 3

CONNECT TO EXISTING 36"

DIP WATER MAIN BY DIRECT

TAP PER CSU REQUIREMENTS

CONNECT TO EXISTING 36"

DIP WATER MAIN BY DIRECT

TAP PER CSU REQUIREMENTS

6" PVC SANITARY SEWER

SERVICE

8" PVC SANITARY

SEWER MAIN

PROPOSED PULL

BOX FOR SIGNAL (TYP.) RE: C-901

ELECTRICAL CONDUIT

FOR TRAFFIC SIGNALS

PROPOSED PEDESTRIAN

SIGNAL POST. RE: SIGNAL PLAN, C-901

PROPOSED SIGNAL POST

AND MAST (TYP.) RE: SIGNAL PLAN, C-901

2" CONDUIT

FOR ACCESS GATE

CONTROL WIRING

4" CONDUIT

FOR CARD READER

AND STATUE

2" CONDUIT

FOR ACCESS GATE

CONTROL WIRING

4" CONDUIT

FOR CARD READERS

WALL MOUNTED

FDC (FIRE DEPARTMENT

CONNECTION)

ELECTRIC CONDUIT

FOR FUTURE SOLAR

ARRAY.

C-301

OVERALL

UTILITY

PLAN

CONNECT TO EXISTING 36"

DIP WATER MAIN BY DIRECT

TAP PER CSU REQUIREMENTS

8" PVC ROOF

DRAINS. RE: PLUMBING

AND GRADING PLANS

8" PVC ROOF

DRAINS. RE: PLUMBING

AND GRADING PLANS

LEGEND

8" PVC SANITARY SEWER

RCP STORM SEWER

UNDERGROUND ELECTRIC

NATURAL GAS

FIBER OPTIC/

COMMUNICATION LINES

8" PVC WATER LINE

FIRE HYDRANT ASSEMBLY

PROPOSED GATE VALVE

PROPOSED MANHOLE

PROPOSED DRAINAGE STRUCTURE

PROPOSED FLARED END SECTION

FIRE DEPARTMENT CONNECTION

MATCHLINE SEE SHEET C-302

UTILITY PLAN NOTES:

1. THE GAS AND ELECTRIC AND WATER METER LOCATIONS ARE SHOWN

ON THE MECHANICAL, ELECTRICAL AND PLUMING DRAWINGS. THE 2"

WATER METER SHALL BE LOCATED INSIDE THE BUILDING MECHANICAL

ROOM WITH A REMOTE READOUT.

2. ROUTING OF ELECTRIC, GAS AND TELECOMMUNICATION UTILITIES IS

SHOWN FOR INFORMATION ONLY. REFER TO THE MECHANICAL

DRAWINGS FOR UTILITY LINE SIZING. OWNER SHALL COORDINATE

WITH FIBER OPTIC UTILITY FOR SERVICE. THERE ARE TWO FIBER

OPTIC UTILITY COMPANIES WITH FACILITIES IN THE SITE PROXIMITY,

QWEST AND CSU.

3. GAS AND ELECTRIC UTILITY SERVICE LINE EXTENSIONS WILL BE

PROVIDED BY CSU (COLORADO SPRINGS UTILITIES). CONTRACTOR

SHALL COORDINATE CONNECTION POINTS FOR BUILDING SERVICES.

4. ALL WATER AND SANITARY SEWER UTILITIES PROPOSED SHALL BE

BUILT PER COLORADO SPRINGS UTILITIES STANDARDS AND

SPECIFICATIONS.

5. SEE C-500, C-600 AND C-700 SERIES SHEETS FOR WATER, SANITARY

AND STORM UTILITY PROFILES.

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ELECTRICAL CONDUIT

FOR TRAFFIC SIGNALS

4" CONDUIT

FOR CARD READER

AND STATUE

CONNECT TO EXISTING

SANITARY SEWER MANHOLE

C-302

OVERALL

UTILITY

PLAN

PROPOSED 4' DIA.

MANHOLE (TYP.)

8" PVC SANITARY

SEWER MAIN

PROPOSED POND

OUTLET STRUCTURE

LEGEND

8" PVC SANITARY SEWER

RCP STORM SEWER

UNDERGROUND ELECTRIC

NATURAL GAS

FIBER OPTIC/

COMMUNICATION LINES

8" PVC WATER LINE

FIRE HYDRANT ASSEMBLY

PROPOSED GATE VALVE

PROPOSED MANHOLE

PROPOSED DRAINAGE STRUCTURE

PROPOSED FLARED END SECTION

FIRE DEPARTMENT CONNECTION

MATCHLINE SEE SHEET C-301

UTILITY PLAN NOTES:

1. THE GAS AND ELECTRIC AND WATER METER LOCATIONS ARE SHOWN

ON THE MECHANICAL, ELECTRICAL AND PLUMING DRAWINGS. THE 2"

WATER METER SHALL BE LOCATED INSIDE THE BUILDING MECHANICAL

ROOM WITH A REMOTE READOUT.

2. ROUTING OF ELECTRIC, GAS AND TELECOMMUNICATION UTILITIES IS

SHOWN FOR INFORMATION ONLY. REFER TO THE MECHANICAL

DRAWINGS FOR UTILITY LINE SIZING. OWNER SHALL COORDINATE

WITH FIBER OPTIC UTILITY FOR SERVICE. THERE ARE TWO FIBER

OPTIC UTILITY COMPANIES WITH FACILITIES IN THE SITE PROXIMITY,

QWEST AND CSU.

3. GAS AND ELECTRIC UTILITY SERVICE LINE EXTENSIONS WILL BE

PROVIDED BY CSU (COLORADO SPRINGS UTILITIES). CONTRACTOR

SHALL COORDINATE CONNECTION POINTS FOR BUILDING SERVICES.

4. ALL WATER AND SANITARY SEWER UTILITIES PROPOSED SHALL BE

BUILT PER COLORADO SPRINGS UTILITIES STANDARDS AND

SPECIFICATIONS.

5. SEE C-500, C-600 AND C-700 SERIES SHEETS FOR WATER, SANITARY

AND STORM UTILITY PROFILES.

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C ol or ad o S pr in gs , C

FF = 6604.25

12" HIGH AT/FP

WALL

DETENTION

& WATER QUALITY

POND A

DETENTION

& WATER QUALITY

POND B

EXISTING 36" RCP

C-400

GRADING,

DRAINAGE

& EROSION

CONTROL

PLAN

LEGEND

SPOT ELEVATION

GRADE AND DIRECTION OF

FLOW

EMERGENCY OVERFLOW PATH

06.40

HP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

2.0%

GRADING AND DRAINAGE PLAN NOTES

1. SPOT ELEVATIONS SHOWN ARE AT FLOW

LINE UNLESS OTHERWISE NOTED.

PROPOSED SILT FENCE

PROPOSED BURIED RIPRAP

PROPOSED STORM SEWER

PROPOSED INLET PROTECTION IP

PROPOSED EROSION MATTING

PROPOSED CONSTRUCTION

ENTRANCE

CE

PROPOSED SEDIMENT

CONTROL LOG

SCL

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C ol or ad o S pr in gs , C

3.0% 19.75

HP

11.00

18.07

EX

18.50

EX

10.72

06.50

4.

5%

2.0%

2.

0%

03.00

LP

4:1

MAX

2 - CDOT TYPE R

INLETS WITH HEADWALL

RE: SITE DETAILS

.0

LP

19.25

15.62

17.30

EX

06.63

06.9

07.20

07.88

09.12

03.00

03.00

2.

0%

05.46

2' DRAINAGE PAN

12' WIDE TYPE L

RIP RAP RE: STORM

SEWER DETAILS

FF = 6604.25

CUT

05.50

TOP

A

A

SEE SITE DETAILS

FOR SECTION A-A

CESCL

04.00

TOP

03.82

03.41

03.5904.00

04.25

04.25 04.25

15.79

16.10

16.8

19.55

20.15 19.01

18.82

10.41

10.76

14.68

11.98

10.97

06.29 07.74

14.55

13.82

13.69

13.69

12.83

12.78

12.52

11.82

11.55

11.53

10.70

10.68

06.29

09.51

09.28

09.11

11.94

10.95

09.83

08.82

09.82

08.84

07.68

06.67

07.71

06.72

10.06

09.43

08.80

07.79

08.44

07.30

06.55

06.86

MATCH EXISTING

GRADES ALONG

VOYAGER PARKWAY

FOR TURN LANE

19.25

19.34

CONTINUE STRIPING

ALONG VOYAGER PARKWAY

C-401

GRADING,

DRAINAGE

& EROSION

CONTROL

PLAN

MATCH LINE SEE SHEET C-403

M A

TC

H

L

IN

E S

E E

S H

E E

T C

-4

MATCH LINE SEE THIS SHEET

MATCH LINE SEE THIS SHEET

LEGEND

SPOT ELEVATION

GRADE AND DIRECTION OF

FLOW

EMERGENCY OVERFLOW PATH

06.40

HP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

2.0%

GRADING AND DRAINAGE PLAN NOTES

1. SPOT ELEVATIONS SHOWN ARE AT FLOW

LINE UNLESS OTHERWISE NOTED.

PROPOSED SILT FENCE

PROPOSED BURIED RIPRAP

PROPOSED STORM SEWER

PROPOSED INLET PROTECTION IP

PROPOSED EROSION MATTING

PROPOSED CONSTRUCTION

ENTRANCE

CE

PROPOSED SEDIMENT

CONTROL LOG

SCL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

BI

D

FI

NA

L

DO

CU

ME

NT

S

V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

97.61

GRATE

04.25

04.25

99.00

BOT

05.80

HP

03.82

98.92

97.81

FF = 6604.25

.26

BOT

04.25TOP

4.0%

0.6

1.0%

BRIARG

ATE PKW

Y

IP

2' WIDE DRAINAGE

PAN

99.8

04.33

04.25

8" PVC ROOF DRAIN

8" PVC ROOF

DRAIN

24" RCP

STORM PIPE

RE: STORM SEWER

DETAILS

3.0%

2.0%

99.00

BOT

04.25TOP

98.5

97.39

IP

10' X 10'

RIP RAP PAD

RE: STORM

SEWER DETAILS

04.25TOP

02.51

BOT04.25

TOP

3 - 7" RISERS

99.3

98.1

2' CURB CUT

1 - TYPE C INLET

RE: STORM SEWER

DETAILS

1 - TYPE 'D' INLET

WITH CLOSE MESH GRATE

RE: STORM SEWER

DETAILS

04.25

04.25

2.0%

4.0%

99.28

9 - 6" RISERS

SCL

SCL

SCL

SCL

04.25

9 - 7" RISERS

04.25

04.25 04.25

99.76

98.92 95.25

INV

C-402

GRADING,

DRAINAGE

& EROSION

CONTROL

PLAN

MATCH LINE SEE SHEET C-403

M A

TC

H

L

IN

E S

E E

S H

E E

T C

-4

M A

TC

H

L

IN

E S

E E

S H

E E

T C

-4

LEGEND

SPOT ELEVATION

GRADE AND DIRECTION OF

FLOW

EMERGENCY OVERFLOW PATH

06.40

HP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

2.0%

GRADING AND DRAINAGE PLAN NOTES

1. SPOT ELEVATIONS SHOWN ARE AT FLOW

LINE UNLESS OTHERWISE NOTED.

PROPOSED SILT FENCE

PROPOSED BURIED RIPRAP

PROPOSED STORM SEWER

PROPOSED INLET PROTECTION IP

PROPOSED EROSION MATTING

PROPOSED CONSTRUCTION

ENTRANCE

CE

PROPOSED SEDIMENT

CONTROL LOG

SCL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

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V oy ag er

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C ol or ad o S pr in gs , C

11.59

HP

96.50

INV

MATCH

EX

MATCH

EX

02.05

97.81

00.75

3.

0%

2.0%

12" HIGH AT/FP

WALL

99.8

11.17

EX

98.45

INV

24" RCP

STORM PIPE

RE: STORM SEWER

DETAILS

E

95.42

00.03

03.55

98.5

97.39

97.45

98.34

01.40

06.20

07.00

93.45

05.02

01.53

PROPOSED CURB AND

GUTTER SHALL MATCH EXISTING

ASPHALT ALONG LIP OF CURB

PIPE OUTLET

RIP RAP PAD # 3

RE: STORM

SEWER DETAILS

SILT FENCE

RE: STORM

SEWER DETAILS

IP

10' X 10'

RIP RAP PAD

RE: STORM

SEWER DETAILS

99.3

98.1

CE

SCL

SCL

.30

04.86

04.13

98.5898.1

97.0

.59

98.1

98.1

94.1

95.3

00.84

01.30

TC

01.6 3 01.83

96.45

16' WIDE TYPE L

RIP RAP RE: STORM

SEWER DETAILS

RE: NOTE 2

C-403

GRADING,

DRAINAGE

& EROSION

CONTROL

PLAN

MATCH LINE SHEET C-401

MATCH LINE SHEET C-404

M A

TC

H

L

IN

E S

H E

E T

C -4

LEGEND

SPOT ELEVATION

GRADE AND DIRECTION OF

FLOW

EMERGENCY OVERFLOW PATH

06.40

HP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

2.0%

GRADING AND DRAINAGE PLAN NOTES

1. SPOT ELEVATIONS SHOWN ARE AT FLOW

LINE UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL INSTALL 2' WIDE CURB

CUTS ALONG BOTH SIDES OF LANDSCAPE

ISLAND EVERY AS SHOWN. CONTRACTOR

SHALL EXPOSE THE BACK SIDE OF CURBING

WITHIN ISLAND 6" TO ALLOW RUNOFF TO

PASS THROUGH CURB CUTS.

PROPOSED SILT FENCE

PROPOSED BURIED RIPRAP

PROPOSED STORM SEWER

PROPOSED INLET PROTECTION IP

PROPOSED EROSION MATTING

PROPOSED CONSTRUCTION

ENTRANCE

CE

PROPOSED SEDIMENT

CONTROL LOG

SCL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

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V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

81.00

INV

80.10

INV

.0

IN

V

DETENTION

& WATER QUALITY

POND B

POND OUTLET STRUCTURE

18" RCP STORM

PIPE

PIPE OUTLET

RIP RAP PAD # 4

RE: STORM

SEWER DETAILS

PIPE OUTLET

RIP RAP PAD # 5

RE: STORM

SEWER DETAILS

RIP RAP

EMERGENCY

SPILLWAY

RE: STORM SEWER

DETAILS

SILT FENCE

RE: STORM

SEWER DETAILS

82.00

INV

78.00

INV

76.00

INV

DETENTION

& WATER QUALITY

POND A

EXISTING 36" RCP

POND OUTLET

STRUCTURE

RE: STORM SEWER DETAILS

MATCH

EX

18" RCP

STORM PIPE

MATCH NEW CURB AND

GUTTER LIP TO EXISTING

ROAD GRADE

PIPE OUTLET

RIP RAP PAD # 1

RE: STORM

SEWER DETAILS

RIP RAP

EMERGENCY

SPILLWAY

RE: STORM SEWER

DETAILS

C-404

GRADING,

DRAINAGE

& EROSION

CONTROL

PLAN

MATCH LINE SHEET C-403

M A

TC

H

LIN

E

S H

E E

T C -402

LEGEND

SPOT ELEVATION

GRADE AND DIRECTION OF

FLOW

EMERGENCY OVERFLOW PATH

06.40

HP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

2.0%

GRADING AND DRAINAGE PLAN NOTES

1. SPOT ELEVATIONS SHOWN ARE AT FLOW

LINE UNLESS OTHERWISE NOTED.

PROPOSED SILT FENCE

PROPOSED BURIED RIPRAP

PROPOSED STORM SEWER

PROPOSED INLET PROTECTION IP

PROPOSED EROSION MATTING

PROPOSED CONSTRUCTION

ENTRANCE

CE

PROPOSED SEDIMENT

CONTROL LOG

SCL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

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S

V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

10+00 11+00 12+00 13+00 14+00 15+00 20+00 21+00 22+00 23+00 24+00

C-405

DRIVEWAY

PROFILE

25+00

SECTION A-A

C L

FL

12' 12'VARIES

2.0%

ASPHALT DRIVE (BASE BID)

RE: SITE DETAILS

FOR PAVEMENT

SECTION DETAIL

ROADSIDE

DITCH OR

FINISHED GRADE

SLOPING AWAY

FROM PAVEMENT

4:1 MAX

SECTION A-A

C L

FL

12' 12'

2.0%

ASPHALT DRIVE (BASE BID)

RE: SITE DETAILS

FOR PAVEMENT

SECTION DETAIL

10" AT/FP CURB

RE: SITE DETAILS

OR MATCH PROPOSED

GRADING

4:1 MAX

TYPE II OUTFLOW

CURB RE: SITE DETAILS

FL

STA: 10+00 - 15+52.03

STA: 20+00 - 24+75.94

NOTES:

1. ALL STATIONING SHOWN IS BASED ON THE

CENTER LINE OF DRIVEWAYS.

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

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COLORADO

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V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

O

BI

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S

30+00 31+00 32+00 33+00 34+00

C-406

DRIVEWAY

PROFILE

35+00

SECTION A-A

C L

FL

12' 12'VARIES

2.0%

GRAVEL

DRIVE (BASE BID)

RE: SITE DETAILS

FOR PAVEMENT

SECTION DETAIL

ROADSIDE

DITCH

STA: 30+00 - 34+22.18

SECTION B-B

C L

FL

12' 12'

2.0%

MATCH

PROPOSED

GRADING

FLFL

GRAVEL

DRIVE (BASE BID)

RE: SITE DETAILS

FOR PAVEMENT

SECTION DETAIL

10" AT/FP CURB

RE: SITE DETAILS

ROADSIDE

DITCH

SECTION C-C

C

LFL

12' 12'

2.0%

TYPE I CURB

RE: SITE DETAILS

FLFL

CONCRETE

DRIVE (BASE BID)

RE: SITE DETAILS

FOR PAVEMENT

SECTION DETAIL

6" TYPE 5 CURB

RE: SITE DETAILS

ROADSIDE

DITCH

STA: 34+22.19

2.0%

NOTES:

1. ALL STATIONING SHOWN IS BASED ON THE

CENTER LINE OF DRIVEWAYS.

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

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V oy ag er

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C ol or ad o S pr in gs , C

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Date :

PROJECT NO. : 2011 - C002

By :

RMS NO. : 2134155

Approval expires one (1) year from the Design approval date.

CITY OF COLORADO SPRINGS ENGINEERING REVIEW

PRIVATE WASTEWATER SERVICE APPROVAL

Date :

PROJECT NO. : 2011 - S007

By :

RMS NO. : 2134172

The project design, materials, and construction shall comply with Colorado Springs Utilities, as defined in the Wastewater Line Extension and Service Standards.

Approval expires one (1) year from the Design approval date.

COLORADO SPRINGS UTILITIES

PRIVATE WASTEWATER SYSTEM DESIGN APPROVAL

NOTES:

1. HORIZONTAL CONTROL VALUES ARE BASED ON THE NORTH AMERICAN

DATUM, 1983 AND WHEN REPRESENTED AS STATE PLANE

COORDINATES ARE COLORADO CENTRAL ZONE - 1983, CONSTRAINED

TO VALUES AS PUBLISHED BY THE NGS IN 1986.

2. SITE BENCHMARK IS FIMS CONTROL POINT BG-01 HAVING AN

ELEVATION OF 6574.73.

3. VERTICAL CONTROL VALUES ARE BASED ON NATIONAL GEODETIC

VERTICAL DATUM, 1929 AND THE 1960 SUPPLEMENTARY ADJUSTMENT.

M A

TC

H

LI

N

E S

TA

: 1

6+

S

E E

T H

IS

S

H E

E T

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

C-500

SANITARY

SEWER

PROFILE

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

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V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

O

BI

D

FI

NA

L

DO

CU

ME

NT

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

M A

TC

H

L

IN

E S

TA

: 2

1+

.0

- S E

E S

H E

E T

C -6

MATCH LINE STA: 21+00.00 - SEE SHEET C-601

WATER PLAN AND PROFILE NOTES:

1. ALL WATER LINES SHALL BE PVC MATERIAL AND BURIED A

MINIMUM OF 5 FEET (TO TOP OF PIPE) BELOW FINISHED

GRADE.

2. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AT

UTILITY CROSSINGS, UNLESS OTHERWISE NOTED.

3. ALL WATER LINE CONSTRUCTION SHALL BE PER

COLORADO SPRINGS UTILITIES 2010 UTILITY STANDARDS

AND SPECIFICATIONS.

4. REFER TO SHEET 6 FOR WATER LINE DETAILS.

5. ALL DEFLECTION OF PVC WATER PIPING IS TO OCCUR AT

JOINTS AND TOLERANCES SHALL BE AS DEFINED BY CSU AND

PIPE MANUFACTURER.

C-600

WATER

PROFILE

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

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V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

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CU

ME

NT

21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

M A

TC

H

L

IN

E S

TA

: 2

1+

.0

- S E

E S

H E

E T

C -6

MATCH LINE STA: 21+00.00 - SEE SHEET C-600

10+00 11+00

6" FIRE LINE PROFILE

WATER PLAN AND PROFILE NOTES:

1. ALL WATER LINES SHALL BE PVC MATERIAL AND BURIED A

MINIMUM OF 5 FEET (TO TOP OF PIPE) BELOW FINISHED

GRADE.

2. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AT

UTILITY CROSSINGS, UNLESS OTHERWISE NOTED.

3. ALL WATER LINE CONSTRUCTION SHALL BE PER

COLORADO SPRINGS UTILITIES 2010 UTILITY STANDARDS

AND SPECIFICATIONS.

4. REFER TO SHEET 6 FOR WATER LINE DETAILS.

5. ALL DEFLECTION OF PVC WATER PIPING IS TO OCCUR AT

JOINTS AND TOLERANCES SHALL BE AS DEFINED BY CSU AND

PIPE MANUFACTURER.

C-601

WATER

PROFILE

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

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COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

V oy ag er

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.6

.6

.4

.0

.1

.7

.2

.5

.1

.3

.6

P R

O P

O S

E D

W

AT

ER

M

AI

N

FINISH

GRADE

EXISTING

GRADE

N E

W F

LA

R

E D

E N

D S

EC

TI

O N

S

TA

0+

IN

V

IN

V

7.

IN

V

7.

IN

V

6.

" M

IN

275 L.F. 18" RCP @2.0% 191 L.F. 18" RCP @4.5%

INV = 6581.00

4' D

IA

. S

TO

R

M M

AN

H

O

LE

R

IM

E L.

7.

S

TA

2+

.0

N E

W F

LA

R

E D

E N

D S

EC

TI

O N

S

TA

4+

.0

.0

.5

.3

EXISTING GROUND

FINISH GRADE

N E

W F

LA

R

E D

E N

D S

EC

TI

O N

S

TA

0+

A R

E A

IN

LE

T W

/P E

D E

S

TR

IA

N

S

AF

E G

R

AT

E S

TA

0+

.7

E

LE

VA

TI

O

N

4.

P R

O P

O S

E D

W

AT

ER

M

AI

N

IN

V

IN

V

1.

79.75' NEW 18" RCP

AT 2.00%

MAINTAIN MIN

18" CLEARANCE

PROPOSED UTILITIES LEGEND

SANITARY SEWER

STORM SEWER

UNDERGROUND ELECTRIC

NATURAL GAS

FIBER OPTIC/

COMMUNICATION LINES

WATER LINE

PROPOSED FIRE HYDRANT

ASSEMBLY

STORM SEWER CONSTRUCTION NOTES

1. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AT ALL

UTILITY CROSSINGS.

2. REFER TO GRADING, DRAINAGE AND EROSION CONTROL

PLAN AND STORM SEWER DETAIL SHEETS FOR

CONSTRUCTION DETAILS.

C-700

STORM

SEWER

PROFILE

10+00 11+00 12+00 13+00 14+00 10+00 11+00 10+00 11+00 12+00 13+00 14+00 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

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COLORADO

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10+00

11+00 11+83.02

N 1414818.26 E 3198104.99

N 1414787.37 E 3197923.82

10+00

N E

W F

LA

R

E D

E N

D S

EC

TI

O N

S

TA

0+

P O

N D

O U

TL

E

T S

TR

U

C

TU

R E

S

TA

1+

.0

IN

V

IN

V

0.

183.02' NEW 18" RCP AT 0.60%

FINISH GRADE

EXISTING GROUND

N E

W F

LA

R

E D

E N

D S

EC

TI

O N

S

TA

0+

P O

N D

O U

TL

E

T S

TR

U

C

TU

R E

S

TA

1+

.4

IN

V

IN

V

125.48' NEW 18" RCP AT 1.60%

E

X

IS

TI

N

G E

LE

C

TR

IC

AL

R

E

LO

C A

TE

T

O M

AI

N

TA

IN

V E

R

TI

C A

L C

LE

AR

AN

C

E

10+00

11+00 11+25.48

N 1413804.94 E 3198985.79

N 1413881.29 E 3199085.45

STA 10+23.66

+0

10+00 11+00

.0

.7

.2

.5

.2

10+00 11+00

.0

.0

.9

.5

STORM SEWER CONSTRUCTION NOTES

1. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AT ALL

UTILITY CROSSINGS.

2. REFER TO GRADING, DRAINAGE AND EROSION CONTROL

PLAN AND STORM SEWER DETAIL SHEETS FOR

CONSTRUCTION DETAILS.

PROPOSED UTILITIES LEGEND

SANITARY SEWER

STORM SEWER

UNDERGROUND ELECTRIC

NATURAL GAS

FIBER OPTIC/

COMMUNICATION LINES

WATER LINE

PROPOSED FIRE HYDRANT

ASSEMBLY

C-701

STORM

SEWER

PROFILE

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

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COLORADO

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V oy ag er

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THICKENED EDGE AT END OF ASPHALT PAVEMENT

6"

6"

6" ASPHALT PAD

12" GRAVEL BASE

6" X 18" CONCRETE TOE

6" 8"

THICKENED EDGE AT END OF CONCRETE PAVEMENT

6"

6" CONCRETE SLAB WITH TOE

8" GRAVEL BASE

NOTES:

1. SEE CONCRETE PAVEMENT JOINT DETAILS

THIS SHEET FOR CONCRETE PAVING.

2. SUBGRADE SHALL BE SCARIFIED TO A

DEPTH OF 12", ADJUSTED TO MOISTURE CONTENT

WITHIN 2% OF OPTIMUM AND COMPACTED TO 95%

BASED ON ASTM D 1557.

3. THE PAVEMENT SECTION FOR PATCHING

VOYAGER PARKWAY IS SHOWN ON SHEET C-802

Expansion Joint

Longitudinal Construction Joint

Sawed or Premolded

Expansion Joint at Building

Tied Transverse Construction Joint

C-800

SITE

DETAILS

NOTE:

HC SIGNAGE SHALL BE PLACED 2' MIN

BEHIND THE 12" LANDSCAPE WALL ALONG THE

SOUTHERN PARKING LOT LOCATIONS AND 2' BEHIND

THE BACK OF WALK AT THE NORTHERN PARKING LOT

LOCATIONS. THE HEIGHT OF THE SIGNS SHALL BE

SET PER ADA REQUIREMENTS.

nu m be r

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ARCHITECTURE

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COLORADO

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S

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P ar kw ay

C ol or ad o S pr in gs , C

6"

6"

4 1/2"

2"

2'-6"

3"CL

16" MIN

2" C

L M

IN

. 2"R

1 1/2"R

#4" HORIZONTAL

BARS @ 8" O.C.

CURB AND

GUTTER

#4" VERTICAL "L"

BARS @ 24" O.C.

GUTTER EDGE MAY

BE TAPERED OR

BATTERED (TYP FOR

ALL CURB AND GUTTER

TYPES)

NOTES

1. ATTACH THE SIGN PANELS TIGHTLY TO THE POST AND USE OVERSIZED WASHERS TO KEEP THE

SIGN FROM BREAKING LOOSES FROM THE POST WHEN HIT BY A VEHICLE.

2. SIGN PANELS SHOULD BE MOUNTED A MINIMUM OF 7 FEET ABOVE THE PAVEMENT OR GROUND.

3. SIGNS LARGER THAN 36" IN LENGTH OR WIDTH REQUIRE WIND BRACING AND SPECIAL POST DESIGN.

4. ANCHOR STUB AND POST ARE SQUARE STEEL TUBE (PERFORATED),

5. ALL "NO PARKING" SIGNS SHALL BE INSTALLED AT 45° FROM FLOW LINE.

STREET CURB

2 1/4" ANCHOR (22F12A31)

3' -6

' A B

O

VE

G R

AD

E

2'-3' FROM FL

2 EACH 8" BLADES

MOUNTED TO POST

WITH 4 EACH DRIVE

RIVETS WITH NYLON

WASHERS

R1-1 "STOP" SIGN 30" HIGH DENSITY /

DIAMOND GRADE. SIGN MOUNTED TO

POST WITH 1 EACH DRIVE RIVET WITH

NYLON WASHER AGAINST SIGN FACE

(ON TOP OF THE SIGN). THE BOTTOM

OF THE SIGN SHALL BE MOUNTED

WITH 1 EACH 5/16"X2-1/2" HEW BOLT

WITH METAL AND FROM NYLON

WASHERS (NYLON WASHER AGAINST

SIGN FACE) AND SECURED WITH 1

EACH 5/16" HEX NUT ON THE BACK

SIDE OF POST.

2"x2"x10' OR

12' 12 GAUGE

TELESPAR

POST

2- 1/

2" x2

-1 /4

"x 3'

A N

C H

O R

/S

TU

B 7'

-0

M

IN

C

LE

AR

AN

C E

8" 8"

POST CROSS SECTION

CRITERIA FOR SINGLE POST

MAX. SIGN PANEL ANCHOR/STUB POST SIZE

36"x36" 2.25"x2.25"x3' 2"x2"x12'

12 GAUGE

CONCRETE WALK 1:12 SLOPE MAX

A A

TRUNCATED DOME

WARNING DETECTION

GUTTER

CURB

PROPOSED 10" AT/FP CURB

TRANSITION CURB

FROM 0" TO FULL HEIGHT (10" AT/FP)

ALONG RAMP SECTION

PARKING LOT

1:12 SLOPE MAX

VARIES - SEE PLANS

SECTION A-A

2'-0" TRUNCATED DOME WARNING DETECTION

6"

AT THE CORNERS OF THE

TRUNCATED DOME WARNING

*6 "M

IN

NOTES

1. * 6" THICKNESS APPLIES TO ENTIRE RAMP AREA

2'-0" TRUNCATED DOME WARNING DETECTION

6"

2% M

IN

TOP BACK OF

10" AT/FP CURB

SECTION B-B

TOP BACK OF

10" AT/FP CURB

BB

TOP BACK OF

10" AT/FP CURB

TAPER CURB AT 4:1 SLOPE

TO FLOWLINE

FLOW LINE

6"

24"

2"

24"

2"

6"

FLOW LINE

FLOW LINE10-INCH AT/FP CURB DETAIL

HANDICAP RAMP DETAIL

CONCRETE CURB CHASE

CONCRETE DRAINAGE PAN

6"

6"

4 1/2"

2"

2'-6"

2"R

1 1/2"R

10" CURB AND

GUTTER

CROSS A-A SECTION @ SOUTHERN WALK OF NORTH POV PARKING LOT

5'

6"

CONCRETE

SIDEWALK

4:1 M

AX

NO SCALE

TRANSFORMER/GENERATOR PAD DETAIL

VARIES (SEE TABLE)

6" SCARIFIED, RECONDITIONED

AND COMPACTED SUBGRADE

THICKNESS FOR PADS SHALL

BE VERIFIED WITH STRUCTURAL

AND ELECTRICAL ENGINEER AND

PRIVATE UTILITY PROVIDER

2.0%

1.5'

C-801

SITE

DETAILS

PAINTED STRIPING DETAIL

7"

3"

7"

6"

9" DIA.

" D

IA

PAINTED HANDICAP PARKING SYMBOL

PAINTED DIRECTIONAL ARROW

AND PEDESTRIAN CROSSING DETAIL

2"

NOTE:

SUBGRADE REQUIREMENTS

SHALL MATCH THOSE USED FOR

THE PAVEMENT SECTIONS .

RE: SITE DETAILS

NOTE:

SUBGRADE REQUIREMENTS

SHALL MATCH THOSE USED FOR

THE PAVEMENT SECTIONS .

RE: SITE DETAILS

NOTE:

THE BACK SIDE OF CURB SHALL

BE A SMOOTH CONCRETE FINISH

TO FINISH GRADE.

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

BI

D

FI

NA

L

DO

CU

ME

NT

S

V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

3' -0

4'

-0

1'-6"

EXPANSION

JOINT

PAVEMENT

6"

CONCRETE

SLOPE TOP OF

FOOTING AWAY

FROM PIPE AS

SHOWN

FILL PIPE WITH

CONCRETE

NPS STANDARD

WEIGHT STEEL

PIPE PAINTED

WHITE

ROUND TOP

C-802

SITE

DETAILS

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch kd dr aw n job iss ue re vis ion de sc rip tio n se al as so cia te d w ith pr oje ct ar ch ite ct issue / revision date:

BI

D

FI

NA

L

DO

CU

ME

NT

S

V oy ag er

P ar kw ay

C ol or ad o S pr in gs , C

C-803

SITE

DETAILS

0.99'

1.

' S Q

1.69'

3.

' M

IN

2.

2.54' SQ.

2.12' SQ.

1.27' SQ.

0.85'

1.69' SQ.

3.

' M

IN

2.

0.

0.

0.

0.

0.

2.

4'

0.

0.

1.41'

0.

0.

0.

0.

0.

0.07' 2.26'

0.56'

0.56' 0.56'

0.56'

0.

0.

2.4'

17.25±.2 0.85'±.2

0.

0.

1.

1.

2.

CONSTRUCTION NOTES:

1. DELTA SCIENTIFIC TT212E MODEL CABLE CRASH

BEAM BARRIER IS PROPOSED AS THE "BASIS FOR DESIGN".

OTHER MANUFACTURERS AND MODELS OF GATES WILL BE

CONSIDERED IF APPROVED AS EQUAL.

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORA…