36C10F20R0017-036.pdf

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Y1PZ--Cape Canaveral National Cemetery Phase 2 Expansion Construction
Solicitation number
36C10F20R0017
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This pre-solicitation notice announces an upcoming request for proposals from the Department of Veterans Affairs for construction services at Cape Canaveral National Cemetery in Florida. The solicitation will be set aside for service-disabled veteran-owned small businesses and have an estimated value between $20-50 million. The project scope includes expanding burial capacity through additional gravesites, roads, drainage features and landscaping across 30 acres in two phases. Offerors must be registered in SAM.gov and VetBiz.gov and actively monitor beta.SAM.gov for solicitation documents and amendments planned for release in March 2020. Proposals may include a project labor agreement though no preference will be given.

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ANTENNA

AIR CONDITIONER UNIT

BOLLARD

COMMUNICATIONS BOX

DRAINAGE CLEANOUT

DRAINAGE MANHOLE

DRAINAGE INLET

DRAINAGE MITERED END SECTION

CORNERS NOT LOCATED

ELECTRIC TRANSFORMER

ELECTRIC TRANSMISSION TOWER

GAS VALVE

GAS METER

GAS SERVICE BOX

HANDICAP PARKING SYMBOL

IRRIGATION VALVE

LIGHT POLE

MANHOLE

POWER POLE

POWER POLE GUY ANCHOR

POST

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SIGN - SINGLE POLE

SIGN - MULTI- POLE

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE SERVICE BOX

WATER VALVE

WATER METER

WATER SPIGOT

WATER REDUCER

WATER FIRE HYDRANT

WATER MANHOLE

WEATHER STATION

CLEANOUT PER FURNISHED AS-BUILTS

(N.F.V. - FOR REFERENCE)

VALVE PER FURNISHED PLANS

(N.F.V. - FOR REFERENCE)

ELECTRICAL WIRE PULL BOX

FOUND PRM - 4"X4" CONCRETE

MONUMENT#LB-3624

FOUND IRON ROD & CAP #LB-7829

FOUND NAIL & DISK #LB-7829

SET CONTROL POINT - IRON ROD

& CAP #LB-6679

BENCH MARK / TEMPORARY BENCH MARK

5' CONTOURS

1' CONTOURS

RIGHT-OF-WAY LINE

CENTERLINE

BOUNDARY LINE

EASEMENT LINE

EDGE OF UNPAVED ROADWAY/PARKING

WETLAND BOUNDARY

TREE LINE

LANDSCAPE AREA LINE

GUARDRAIL

FENCE - CHAIN LINK

FENCE - WOOD

FENCE - WIRE

FENCE - WROUGHT IRON

OVERHEAD ELECTRIC TRANSMISSION LINE(S)

BURIED ELECTRIC LINE(S) / CONDUIT(S)

BURIED TELEPHONE LINE(S) / CONDUIT(S)

BURIED FIBER OPTIC CABLE LINE(S) / CONDUIT(S)

GAS MAIN

IRRIGATION DISTRIBUTION MAIN

IRRIGATION MAINS

IRRIGATION CONTROL LINE(S) / CONDUIT(S)

SANITARY SEWER FORCEMAIN

SANITARY SEWER GRAVITY MAIN

STORM DRAIN (CENTERLINE)

WATER MAIN

CW = CHILLED WATER LINE

EL = ELEVATION

F.F.E. = FINISHED FLOOR ELEVATION

IE = INVERT ELEVATION

L&SD = L & S DIVERSIFIED PROFESSIONAL

SURVEYORS AND MAPPERS - NOT

FIELD VERIFIED

MH = MANHOLE

N.F.V. = NOT FIELD VERIFIED (HORIZONTAL

AND/OR VERTICAL INFORMATION

TAKEN FROM L & S DIVERSIFIED

AS-BUILT SURVEY, AS-BUILT

CONSTRUCTION PLANS AND

CONSTRUCTION PLANS)

PVC = POLYVINYL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

R/W = RIGHT OF WAY

SD = STORM DRAIN

SS = SANITARY SEWER

TE = TOP ELEVATION

T.B.M. = TEMPORARY BENCH MARK

U.T.A. = UNABLE TO ACCESS

W/ = WITH

N = NORTH OR NORTHING

E = EAST OR EASTING

S = SOUTH

W = WEST

NE = NORTHEAST

SE = SOUTHEAST

NW = NORTHWEST

SW = SOUTHWEST

LEGEND

ABBREVIATIONS

SYMBOLS

LINES

MH

AC

E-T

GM

GSB

SS

D

TSB

TPD

G

I

WM

W

CO

TT

BT

W

SS

FM

ST

I

G

OHU

BE

BFOC

X

X

X

X

O

O

O

O

X

X

WS

W

P

I

ICL

CB

ELP

E-T

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL PAVEMENT

UNPAVED (DIRT) ROAD

RIP-RAP

HATCH PATTERNS

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

V-101 V-102

V-103 V-104

V-106V-105

V-100

RETENTION

POND

D

IX

IE

W

A Y

JOHNS ROAD

D

IX

IE

W A

Y

SPOIL

AREA

RETENTION

POND

RETENTION

POND

RETENTION

POND

HUNINGTON AVE.

V-107

S E

M

IN

O L

E S

T

NORTH

NOTES:

1. NORTH AND THE SURVEY DATUM SHOWN HEREON IS BASED ON THE FLORIDA STATE

PLANE COORDINATE SYSTEM, U.S. SURVEY FEET, FLORIDA EAST ZONE, NAD83.

2. ELEVATIONS RELATIVE TO NAVD88, BASED ON ST. JOHNS RIVER WATER

MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK STAMPED "BM09-19-617-0",

ELEVATION 23.35.

3. THIS TOPOGRAPHIC SURVEY WAS PERFORMED ON:

11/13/18 THRU 11/17/18 AND RECORDED IN FIELD BOOK 258, AT PAGES 34 THRU 43.

4. REFERENCES TO L&SD ARE TO THE FINAL AS-BUILT SURVEYS BY L & S DIVERSIFIED

ON NOVEMBER 9, 2017 AND MARCH 30, 2018.

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

P M

ST

ST

ST

CB

STORM

CATCH

BASIN

TE: 36.91

IE: 30.66

(L&SD)

STORM

CATCH

BASIN

TE: 28.88

IE: 23.66

(L&SD)

STORM

MANHOLE

TE: 18.00

W IE: 10.45

E IE:10.62

(L&SD)

STORM

MITERED

END

SECTION

IE: 9.24

(L&SD)

STORM

CATCH BASIN

TE: 29.29

IE: 23.90

(L&SD)

STORM MANHOLE

TE: 17.87 / N IE: 10.18

S IE:9.53 (L&SD)

STORM MITERED

END SECTION

IE: 8.63 (L&SD)

STORM

CATCH BASIN

TE: 36.93

S IE: 30.68

(L&SD)

STORM MITERED

END SECTION

IE: 8.33 (L&SD)

STORM MITERED

END SECTION

IE: 8.75 (L&SD)

D

9 1

9 1

3 1

4 1

2 1

T.B.M. 258/42-14

CONTROL POINT #14

IRON ROD & CAP

#LB-6679 SET

N: 1609504.3038 E: 699257.3349

EL: 13.33

30" RCP

(L&SD)

24" ADS

(L&SD)

24" ADS

(L&SD)

18" ADS

(L&SD)

" R

CP

(L

&S D)

" A

DS

(L

&S D)

18" ADS(L&SD)

" A

DS

(L

&S D)

" R

CP

(L

&S D)

D

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

7 1

1 3

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

V-101

V-106

V-103

V-101 V-102

V-104

V-105

V-107

NORTH

MATCH LINE SHEET V-103

M A

T C

H

L

I N

E

S

H E

E T

V

MATCH LINE SHEET V-107

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

STORM MITERED

END SECTION

IE: 7.84

STORM MITERED

END SECTION

IE: 7.63

36"x60"

ERCP

3 1

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

T.B.M. 258/42-15

CONTROL POINT #15

IRON ROD & CAP

#LB-6679 SET

N: 1609600.5331 E: 699651.3816

EL: 12.25

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

DIXIE W

AY

(UN-PAVED DIRT ROAD)

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-102

V-106

V-103

V-101 V-102

V-104

V-105

V-107

MATCH LINE SHEET V-107

M A

T C

H

L

I N

E

S

H E

MATCH LINE SHEET V-104

MATCH LINE

SHEET V-103

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

15" RCP

30" RCP

48" RCP

" R

CP

12" PVC

12" PVC

STORM CATCH

BASIN S-133

TE: 20.28

IE: 16.77

STORM

MANHOLE S-131

TE: 20.09 / W IE: 9.47

E IE: 9.40 / N IE: 9.69

(SW IE: 11.37

12" PVC - L&SD)

STORM CATCH

BASIN S-130

TE: 18.54 / N IE: 14.35

E IE: 9.19 / W IE: 9.21

(SW IE: 10.10 L&SD)

STORM CATCH

BASIN S-135

TE: 18.63

IE: 14.68

CLEANOUT

TE: 20.43

IE: 12.48

(L&SD)

CLEANOUT

TE: 19.87

IE: 11.59

(L&SD)

CLEANOUT

TE: 18.48

IE:10.36

(L&SD)

CLEANOUT

TE: 18.61

IE: 10.42

(L&SD)

CLEANOUT

TE: 19.87

IE:12.57

(L&SD)

STORM

MITERED END

SECTION S-136

IE: 10.19

ST

42" RCP

6' CHAIN LINK FENCE

6 1

I

I

I

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

I

D

T.B.M.258/42-13

CONTROL POINT #13

IRON ROD & CAP

#LB-6679 SET

N: 1609091.1389 E: 698998.1244

EL: 16.64

7 1

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-103

V-106

V-103

V-101 V-102

V-104

V-105

V-107

M A

T C

H

L

I N

E

S

H E

MATCH LINE SHEET V-101

MATCH LINE SHEET V-105

MATCH LINE

SHEET V-101

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

ST

ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

X

X

X

X

X

ASPHALT

ASPHALT

GRASS

BE

BE

BE BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE BE BE

BE BE

BE

BE

BE

BE

BE

BE

W 12''

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

W 12'' W 12''

W 12'' W 12''

W 12'' W 12''

W 12'' W 12''

W 12'' W 12''

W 12'' W 12''

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

48" RCP

48" RCP

" R

CP

18" RCP

48" RCP

42" RCP

" R

CP

48" RCP

48" RCP

30" RCP

30" RCP

12" PVC

12" PVC

12" PVC

30" RCP

DIRT

DRIVE

24"

RCP

15" RCP

STORM

MANHOLE S-129

TE: 18.20

E IE: 9..20

W IE: 9.18

(SW IE:9.57 -

12" PVC L&SD)

STORM CATCH

BASIN S-126

TE: 16.94 / NE IE: 3.81

W IE: 5.89 / S IE: 3.65

(SW IE: 8.99 - 12" PVC L&SD)

(SE IE: 8.82 - 12" PVC L&SD)

STORM CATCH

BASIN S-134

TE: 16.65

IE: 13.17

STORM CATCH

BASIN S-125

TE: 16.64

NE IE: 3.77

SW IE: 3.77

W IE: 13.03

STORM CATCH

BASIN S-144

TE: 9.84

NE IE: 5.09

E IE: 6.42

SW IE: 5.76

STORM CATCH

BASIN S-145

TE: 10.08

IE: 6.69

STORM CATCH

BASIN S-143

TE: 10.07

N IE: 0.77

S IE: 4.55

STORM

MITERED END

SECTION S-123

IE: 2.60 (L&SD)

STORM CATCH

BASIN CS-3

TE: 14.20

E IE: 6.25

W IE: 6.23

WEIR TE: 12.63

WEIR IE: 7.78

(L&SD)

STORM

HEADWALL S-140

E IE: 5.93

W IE: 6.03

STORM CATCH

BASIN S-139

TE: 11.67

NW IE: 7.02

NE IE: U.T.A.

N IE: U.T.A. -

18" RCP

(S IE: U.T.A. -

5.10 L&SD)

STORM MITERED

END SECTION

S-138

IE: 5.08

CLEANOUT

TE: 17.99

IE: 9.77

(L&SD)

CLEANOUT

TE: 17.15

IE: 9.14

(L&SD)

CLEANOUT

TE: 17.25

IE: 9.05 (L&SD)

CLEANOUT

TE: 17.62

IE: 9.40 (L&SD)

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

BACK OF CURB

BACK OF CURB

BACK OF CURB

BACK OF CURB

STORM

MITERED END

SECTION S-122

IE: 6.27 (L&SD)

CLEANOUT

TE: 17.26

IE: 9.88 (L&SD)

STORM MITERED

END SECTION S-124

IE: 1.21

CLEANOUT

TE: 18.09

IE: 9.67

(L&SD)

ST

18" RCP

58"x91"

ERCP

STORM MITERED

END SECTION S-142

(IE: U.T.A. - 0.33 L&SD)

10" IRRIGATION MAINLINE PIPE STUBOUT.

APPROXIMATE LOCATION - N.F.V.

12"IRRIGATION DISTRIBUTION

MAINLINE PIPE. APPROXIMATE

LOCATION - N.F.V.

6" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

RETENTION POND

1 1

I

I

I

I

I

I

W

I

I

I

I

I

I

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

I

I 6''

I 6'' I 6''

I

I

I

I

I

I

I

I

I

I

I

I

I 6''

I 6''

I

I 6''

ICL

ICL

ICL

T.B.M. 258/42-1

CONTROL POINT #1

IRON ROD & CAP

#LB-6679 SET

T.B.M. 258/42

FOUND NAIL & DISK

IN TOP OF CURB

EL: 17.18

D

N: 1608667.5630 E: 700687.8340

EL: 11.44

T.B.M.458/42-16

CONTROL POINT #16

IRON ROD & CAP

#LB-6679 SET

N: 1609353.4623 E: 700119.6892

EL: 12.94

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

" R

CP

12" PVC

GATE

GATE

D

IX

IE

W

A Y

(UN-PAVED DIRT ROAD)

EDGE OF

SURFACE

WATER

EL: 5.5±

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-104

V-106

V-103

V-101 V-102

V-104

V-105

V-107

M A

T C

H

L

I N

E

S

H E

MATCH LINE SHEET V-106

MATCH LINE SHEET V-102

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

ST

12" RCP

ST

ST

ST

ST

ST

ST

ST

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

' S

ID

EW

AL

K

' S

ID

EW

AL

K

10'

SIDEWALK

10'

SIDEWALK

' S

ID

EW

AL

K

RETENTION POND

GRASS

GRASS

GRASS

GRASS

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

W 12''

W 12''

W 12

W 12

W

2''

W

2''

W

2''

W

2''

W

2'

W

2'

W

2'

W

2''

W

2''

W

2''

W

2'' W

2'

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

36" RCP

42" RCP

36" RCP

18" RCP

30" RCP

" R

CP

" R

CP

30" RCP

24" RCP

" R

CP

24" RCP

15" RCP

30" RCP

24" RCP

12" PVC

" R

CP

12" RCP

12" RCP

12" RCP

DIRT ROAD (9' WIDE)

DIRT ROAD (9' W

IDE)

STORM

MITERED END

SECTION S-69

STORM

MITERED END

SECTION S-86

IE: 11.75 (L&SD)

STORM CATCH

BASIN S-132

TE: 20.14

NW IE: 16.59

E IE: 16.59

(SW IE: 11.70 -

12" PVC L&SD)

STORM MITERED

END SECTION S-116

IE: 2.55 (L&SD)

STORM CATCH

BASIN S-117

IE: 8.34

(L&SD)

STORM MITERED

END SECTION S-119

IE: 8.02

STORM MITERED

END SECTION S-118

IE: 3.01

STORM

HEADWALL

S-88

STORM

HEADWALL

S-87

CLEANOUT

TE: 22.29

IE: 12.80

(L&SD)

CLEANOUT

TE: 21.46

IE: 12.33

(L&SD)

CLEANOUT

TE: 20.63

IE: 11.97

(L&SD)

CLEANOUT

CLEANOUT

TE: 18.35

IE: 12.31

(L&SD)

CLEANOUT

TE: 19.25

IE: 14.33

(L&SD)

STORM CATCH

BASIN S-104

TE: 16.10

IE: 12.10

(L&SD)

STORM CATCH

BASIN S-103

TE: 19.44

(S IE: 11.65 L&SD)

(W IE: 11.71 L&SD)

STORM

CATCH

BASIN

S-102

STORM

CATCH

BASIN

S-110

STORM CATCH

BASIN S-95

STORM CATCH

BASIN S-93

TE: 14.11

NW IE: 9.25

SE IE: 7.87

SW IE: 10.64

(L&SD)

STORM MITERED

END SECTION S-92

IE: 1.53 (L & SD)

STORM CATCH

BASIN S-107

STORM CATCH

BASIN S-108

STORM CATCH

BASIN S-109

STORM CATCH

BASIN S-106

STORM CATCH

BASIN S-105

STORM CATCH

BASIN S-98

TE: 17.32

NE IE: 9.76

W IE: 9.87

SE IE: 9.37

S IE: 12.06

(L&SD)

STORM

CATCH

BASIN

S-100

STORM

CATCH

BASIN

S-101

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

4' WOOD FENCE

4' WOOD FENCE

4' WOOD FENCE

6' CHAIN LINK FENCE

4' WOOD FENCE

RIP

RAP

STORM CATCH

BASIN S-99

TRENCH

DRAIN

CLEANOUT

TRENCH

DRAIN

TRENCH

DRAINCLEANOUT

STORM

DRAINAGE

DITCH

DRAINAGE

SWALE

6" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

4" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

12" RCP

I I

I I

WM

I

I

I

I

I

I

I

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

I

I

I

I

I

N: 1608519.4736 E: 699117.0673

EL: 21.89

T.B.M. 258/42-2

CONTROL POINT #2

IRON ROD & CAP

#LB-6679 SET

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

72" RCP

15" RCP

15"

RCP

15" RCP

" R

CP

E

T

GATE

GRASS

RETENTION POND

4 1

W

EDGE OF

SURFACE

WATER

EL: 5.5±

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-105

V-106

V-103

V-101 V-102

V-104

V-105

V-107

S E

M

IN

O L

E S

T

M A

T C

H

L

I N

E

S

H E

MATCH LINE SHEET V-103

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

8" PVC

8" PVC

36" RCP

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

ST

ST

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

CB

GRASS

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12

W

2''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

W 12''

MAINTENANCE

BUILDING

F.F.E.=16.73

(L&SD)

F.F.E.=16.27

(L&SD)

18" RCP

36" RCP

30" RCP

24" RCP

15" RCP

" R

CP

15" RCP

" R

CP

" R

CP

15" RCP

" R

CP

" R

CP

" R

CP

" R

CP

D

IX

IE

W

A Y

(UN-PAVED DIRT ROAD)

E

L

P

E

L

P

STORM MITERED

END SECTION S-128

IE: 2.13

STORM CATCH

BASIN S-127

TE: 10.96

N IE: 4.02

S IE: 3.98

STORM CATCH

BASIN S-126A

TE: 9.94

N IE: 3.88

S IE: 3.88

STORM MITERED

END SECTION S-137

STORM CATCH

BASIN S-148

STORM CATCH

BASIN S-149

STORM CATCH

BASIN S-150

STORM CATCH

BASIN S-150A

STORM CATCH

BASIN S-152

STORM CATCH

BASIN S-151

STORM CATCH

BASIN S-157

STORM CATCH

BASIN S-153B

STORM CATCH

BASIN S-153A

STORM CATCH

BASIN S-153

STORM CATCH

BASIN S-154

STORM CATCH

BASIN S-155

TE: 13.90

E IE: 10.35

S IE: 10.30

(L&SD)

STORM CATCH

BASIN S-156

TE: 13.46

IE: 10.45

(L&SD)

STORM MITERED

END SECTION S-120

IE: 3.47 (L&SD)

STORM CATCH

BASIN S-121

TE: 11.00

(IE: 7.39 L&SD)

STORM TRENCH

DRAIN S-158

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

BACK OF CURB

FUEL

TANK

PUMP

OIL/WATER

SEPARATOR

CLEANOUT

TE: 17.19

IE: 14.22

(L&SD)

STORM CATCH

BASIN S-150B

STORM CATCH

BASIN S-147

TE: 9.94

IE: 6.69

12" IRRIGATION

DISTRIBUTION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

8" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

6" IRRIGATION MAINLINE PIPE.

APPROXIMATE LOCATION - N.F.V.

6" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

" R

CP

6"

P

VC

8" P

VC

4" IRRIGATION

MAINLINE PIPE.

APPROXIMATE

LOCATION - N.F.V.

RETENTION POND

4 1

I

W

W

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I I

I

I

I

I

I

I

I

I

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

IC

L

IC

L

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

ICL

IC

L

IC

L

ICL

I

I

I

I

I

I

I

I

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

2" PVC

24"

RCP

ST

ST

ST

30" RCP

GATE

GATE

GATE

T

S

B

T

S

B

T

S

B

E

T

E

T

E

T

PROPERTY LINES

APPROXIMATE

LOCATION - N.F.V.

GRASS

P U

M P

H O

U S

E

(L&SD)

GATE

W

4" FILTER FLUSH - N.F.V.

30" IRRIGATION INTAKE - N.F.V.

W

S

COM

COM

COM

COM

GENERATOR

IRRIGATION MAIN CONTROL

STATION SHOWN INSIDE AND

OUTSIDE OF PUMP HOUSE ON

PLANS - ACTUAL LOCATION N.F.V.

SANITARY SEWER

DRAIN FIELD - N.F.V.

W

W

SS

SS

SS

CO

CO

CO

CO

CO

EDGE OF

SURFACE

WATER

EL: 5.5±

ASPHALT

' S

ID

EW

AL

K

' S

ID

EW

AL

K

10'

SIDEWALK

10'

SIDEWALK

' S

ID

EW

AL

K

DIRT

DRIVE

D

IX

IE

W

A Y

(UN-PAVED DIRT ROAD)

DIRT ROAD (9' W

IDE)

BACK OF CURB

BACK OF CURB

BACK OF CURB

BACK OF CURB

BACK OF CURB

MH

DIXIE W

AY

(UN-PAVED DIRT ROAD)

D

IX

IE

W

A Y

(UN-PAVED DIRT ROAD)

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-106

V-106

V-103

V-101 V-102

V-104

V-105

V-107

M A

T C

H

L

I N

E

S

H E

MATCH LINE SHEET V-104

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

ST

ST

ST

ST

STORM

CATCH BASIN

TE: 36.96

IE: 30.73

(L&SD)

STORM

CATCH BASIN

TE: 26.74

IE: 23.17

(L&SD)

STORM MANHOLE

TE: 14.47'

W IE: 13.21

E IE: 9.86

(L&SD)

MITERED

END SECTION

IE: 11.92

(L&SD)

STORM

CATCH BASIN

TE: 28.98

N IE: 23.67

(L&SD)

STORM

MANHOLE

TE: 18.00

W IE:11.25

E IE: 11.41

(L&SD)

STORM

CATCH BASIN

TE: 37.02

IE: 30.70

(L&SD)

STORM CATCH

BASIN

TE: 13.22'

SE IE: (14"X23"

RCP) 10.88'

STORM MITERED

END SECTION

IE: 10.57 -

14"X23" ERCP

(L&SD)

N: 1610888.1550 E: 698717.9210

TRAVERSE POINT

IRON ROD AND CAP

#LB-6679 SET

30" RCP

(L&SD)

24" ADS

(L&SD)

24" ADS

(L&SD)15" ADS

(L&SD)D

MITERED

END

SECTION

IE: 9.97

(L&SD)

30" RCP

(L&SD)

24" ADS

(L&SD)

24" ADS

(L&SD)

24" ADS

(L&SD)

D

14"x23"

ERCP

(L&SD)

PROPERTY LINE

APPROXIMATE

LOCATION - N.F.V.

MH

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

OF 145

BID DOCUMENTS

EXISTING CONDITIONS SURVEY

FOR PHASE TWO

JAS FJF

NORTH

V-107

V-106

V-103

V-101 V-102

V-104

V-105

V-107

HUNINGTON AVE.

MATCH LINE

SHEET V-102MATCH LINE SHEET V-101

H

C a p e

C a n a v e r a l

N a t i o n a l

C e m e t e r y C a l i b r e S u r v e y

F a b r e C a l i b r e V F d w g

V

File details come from the government source that posted it. Updated .