Cedar Creek Caisson.pdf
PDF 11 MB Posted
- Attached to
- VIPER - NEW CEDAR CREEK SITE BUILD
- Solicitation number
- Doc2358538870
- Issued by
- Cumberland County, North Carolina
About this file
This is a project specification document for the North Carolina State Highway Patrol's Voice Interoperable Plan for Emergency Responders (VIPER) network, detailing requirements for constructing a new Cedar Creek communications site in Cumberland County, NC. The project encompasses the design, construction, and installation of a new tower site facility to replace existing infrastructure, with the complete project requiring approximately three months for completion following contract award. The scope includes structural engineering, foundation work via caisson installation, site preparation, and decommissioning of the legacy tower location. Specific technical requirements address tower specifications, electrical systems, grounding infrastructure, and compliance with applicable federal and state communications standards for the statewide first responder network serving local, state, and federal emergency response agencies.
The Cedar Creek Caisson specification document outlines detailed engineering and construction standards for the foundation system supporting the new communications tower, including caisson diameter, depth, reinforcement specifications, and material requirements. Pricing terms, incumbency status, and specific funding amounts are not detailed in this specification document, as it functions primarily as a technical reference for construction standards rather than a bid solicitation document. The project is competitively bid and represents critical infrastructure development for North Carolina's interoperable emergency communications network serving multiple first responder jurisdictions statewide.
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Text version
CASE International LLC P.O. Box 4825
Lafayette, Louisiana 70502 Phone: 337-232-3336
FAX: mgranberry@casengr.com
Job: Rev D Preliminary Design (50' Fall Zone) Project: 380' SST HP1044 Cedar Creek Site, NC Client: North Carolina State Highway Police Drawn by: MJG App'd:
Code: TIA-222-G Date: 03/26/26 Scale: NTS Path:
S:\Jobs\2026\26100 (Daley Tower Consulting)\03-2026\03-09-26 380' SST NCSHP - HP1044 Cedar Creek Site, NC\Calculations\Tower\Rev D 380' SST NCSHP-HP1044 Cedar Creek Site, NC Preliminary.eri
Dwg No. E-1
380.0 ft
360.0 ft
340.0 ft
320.0 ft
300.0 ft
280.0 ft
260.0 ft
240.0 ft
220.0 ft
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
40.0 ft
20.0 ft
0.0 ft
REACTIONS - 97 mph WIND TORQUE 96905 lb-ft
120897 lb
SHEAR
21048056 lb-ft
MOMENT
125358 lb
AXIAL
30 mph WIND - 0.7500 in ICE TORQUE 7571 lb-ft
14325 lb
SHEAR
2810617 lb-ft
MOMENT
348000 lb
AXIAL
SHEAR: 61851 lb UPLIFT: -580258 lb
SHEAR: 73606 lb DOWN: 706896 lb
MAX. CORNER REACTIONS AT BASE:
ARE FACTORED
ALL REACTIONS
S e ct io n
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
L g s S
R
/4
S R
/4 S
R
/2
S R
/4 S
R
S R
/4 S
R
/2
S R
/4 S
R
S R
/4 S
R
/2
S R
/4 S
R
S R
/4 g
G ra d e
A
-5
D ia g o n a ls
L
/4 x1
/4 x3
/1
L x2 x3
/1
A L x3 x3 /1
B
L x4 x1
/4 L x4 x5 /1
L x4 x3 /8
L x5 x5
/1 g o n a l G ra d e A o p
G ir ts C
N .A
H ri zo n ta ls
N .A
A
L x3 x3
/1
L x3 x1
/4 B
L x4 x1
/4 L x4 x5 /1
L x4 x3 /8
L x5 x5
R d
H o ri zo n ta ls
N .A
A
L
/2 x2
/2 x1
/4 L x3 x5 d
D ia g o n a ls
N .A
L
/2 x2
/2 x3 /1
L x3 x3 /1
L x3 x1
In n e r B ra ci n g
N .A
L x2 x3
F a ce
W id th ft
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
P a n e ls ft
W ig h t
(l b
2.
2.
.2
.9
.5
.7
.5
.2
.5
.0
.9
.4
.8
.1
.2
.5
.1
.4
.9
.9
L-864 Beacon 380 CC807-11 380 TTA 380 Side Mount - 6' 380 CC807-11 380 Side Mount - 6' 380 Lightning Rod Extension (18') 377 Lightning Rod - 5/8" dia x 4' long 377 CC807-11 (Future) 360 Side Mount - 6' (Future) 360 CC807-11 (Future) 360 Side Mount - 6' (Future) 360 DB420 (Future) 340 Side Mount - 6' (Future) 340 DB224 (Future) 340 Side Mount - 6' (Future) 340 DB408 (Future) 330 Side Mount - 6' (Future) 330 DB224 (Future) 320 Side Mount - 6' (Future) 320 DB224 (Future) 320 Side Mount - 6' (Future) 320 DB408 (Future) 315 Side Mount - 6' (Future) 315 L-810 Side Light 285 L-810 Side Light 285 L-810 Side Light 285 Ice Shield - 8' Dish 285 SP1 R5 (Includes 4.5"x72" Pipe) 280 3" x 23' Sch 40 Face Tie Back Pipe 280 PAD8-65A (Future) 280 Ice Shield - 6' Dish 254 SP1 R5 (Includes 4.5"x72" Pipe) 250 3" x 23' Sch 40 Face Tie Back Pipe 250 PAD6-65A (Future) 250 Ice Shield - 8' Dish 244 SP1 R5 (Includes 4.5"x72" Pipe) 239 3" x 23' Sch 40 Face Tie Back Pipe 239 UXA8-U57AC2H 239 Ice Shield - 8' Dish 224 SP1 R5 (Includes 4.5"x72" Pipe) 219 3" x 23' Sch 40 Face Tie Back Pipe 219 UXA8-U57AC2H 219 Ice Shield - 6' Dish 214 SP1 R5 (Includes 4.5"x72" Pipe) 210 3" x 23' Sch 40 Face Tie Back Pipe 210 UXA6-U57AC2H 210 Ice Shield - 6' Dish 194 L-864 Beacon 190 SP1 R5 (Includes 4.5"x72" Pipe) 190 3" x 23' Sch 40 Face Tie Back Pipe 190 L-864 Beacon 190 UXA6-U57AC2H 189 Ice Shield - 2' Dish 182 SP1 R5 (Includes 4.5"x72" Pipe) 180 3" x 23' Sch 40 Face Tie Back Pipe 180 RDH4508-C (Future) 180 DB264-A 155 Side Mount - 6' 155 Ice Shield - 6' Dish 154 3" x 23' Sch 40 Face Tie Back Pipe 150 SP1 R5 (Includes 4.5"x72" Pipe) 150 UXA6-U57AC2H 150 L-810 Side Light 95 L-810 Side Light 95 L-810 Side Light 95 AM-V5G-Ti (Future) 80 AM-V5G-Ti (Future) 80 AM-V5G-Ti (Future) 80DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION
L-864 Beacon 380
CC807-11 380
TTA 380
Side Mount - 6' 380
CC807-11 380
Side Mount - 6' 380
Lightning Rod Extension (18') 377
Lightning Rod - 5/8" dia x 4' long 377
CC807-11 (Future) 360
Side Mount - 6' (Future) 360
CC807-11 (Future) 360
Side Mount - 6' (Future) 360
DB420 (Future) 340
Side Mount - 6' (Future) 340
DB224 (Future) 340
Side Mount - 6' (Future) 340
DB408 (Future) 330
Side Mount - 6' (Future) 330
DB224 (Future) 320
Side Mount - 6' (Future) 320
DB224 (Future) 320
Side Mount - 6' (Future) 320
DB408 (Future) 315
Side Mount - 6' (Future) 315
L-810 Side Light 285
L-810 Side Light 285
L-810 Side Light 285
Ice Shield - 8' Dish 285
SP1 R5 (Includes 4.5"x72" Pipe) 280
3" x 23' Sch 40 Face Tie Back Pipe 280
PAD8-65A (Future) 280
Ice Shield - 6' Dish 254
SP1 R5 (Includes 4.5"x72" Pipe) 250
3" x 23' Sch 40 Face Tie Back Pipe 250
PAD6-65A (Future) 250
Ice Shield - 8' Dish 244
SP1 R5 (Includes 4.5"x72" Pipe) 239
3" x 23' Sch 40 Face Tie Back Pipe 239
UXA8-U57AC2H 239
Ice Shield - 8' Dish 224
SP1 R5 (Includes 4.5"x72" Pipe) 219
3" x 23' Sch 40 Face Tie Back Pipe 219
UXA8-U57AC2H 219
Ice Shield - 6' Dish 214
SP1 R5 (Includes 4.5"x72" Pipe) 210
3" x 23' Sch 40 Face Tie Back Pipe 210
UXA6-U57AC2H 210
Ice Shield - 6' Dish 194
L-864 Beacon 190
SP1 R5 (Includes 4.5"x72" Pipe) 190
3" x 23' Sch 40 Face Tie Back Pipe 190
L-864 Beacon 190
UXA6-U57AC2H 189
Ice Shield - 2' Dish 182
SP1 R5 (Includes 4.5"x72" Pipe) 180
3" x 23' Sch 40 Face Tie Back Pipe 180
RDH4508-C (Future) 180
DB264-A 155
Side Mount - 6' 155
Ice Shield - 6' Dish 154
3" x 23' Sch 40 Face Tie Back Pipe 150
SP1 R5 (Includes 4.5"x72" Pipe) 150
UXA6-U57AC2H 150
L-810 Side Light 95
L-810 Side Light 95
L-810 Side Light 95
AM-V5G-Ti (Future) 80
AM-V5G-Ti (Future) 80
AM-V5G-Ti (Future) 80
SYMBOL LIST
MARK MARKSIZE SIZE
A L2 1/2x2 1/2x3/16
B L3 1/2x3 1/2x1/4
C L1 3/4x1 3/4x1/8
MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A529-50 50 ksi 65 ksi
TOWER DESIGN NOTES
1. Tower is located in Cumberland County, North Carolina.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class III.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
9. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153
Standards.
10. Tower obstruction lighting is based on FAA Style E. CASE is not repsonsible for the determination of the FAA lighting requirements. If a different style is required, CASE should be notified and the tower design should be updated.
11. TOWER RATING: 91.1%
Lafayette, Louisiana 70502 Phone: 337-232-3336
FAX: mgranberry@casengr.com
Job: Rev D Preliminary Design (50' Fall Zone) Project: 380' SST HP1044 Cedar Creek Site, NC Client: North Carolina State Highway Police Drawn by: MJG App'd:
Code: TIA-222-G Date: 03/26/26 Scale: NTS Path:
S:\Jobs\2026\26100 (Daley Tower Consulting)\03-2026\03-09-26 380' SST NCSHP - HP1044 Cedar Creek Site, NC\Calculations\Tower\Rev D 380' SST NCSHP-HP1044 Cedar Creek Site, NC Preliminary.eri
Dwg No. E-1
380.0 ft
360.0 ft
340.0 ft
320.0 ft
300.0 ft
280.0 ft
260.0 ft
240.0 ft
220.0 ft
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
40.0 ft
20.0 ft
0.0 ft
REACTIONS - 97 mph WIND TORQUE 96905 lb-ft
120897 lb
SHEAR
21048056 lb-ft
MOMENT
125358 lb
AXIAL
30 mph WIND - 0.7500 in ICE TORQUE 7571 lb-ft
14325 lb
SHEAR
2810617 lb-ft
MOMENT
348000 lb
AXIAL
SHEAR: 61851 lb UPLIFT: -580258 lb
SHEAR: 73606 lb DOWN: 706896 lb
MAX. CORNER REACTIONS AT BASE:
ARE FACTORED
ALL REACTIONS
S ct io n
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T g s S
R
/4
S R
/4 S
R
/2
S R
/4 S
R
S R
/4 S
R
/2
S R
/4 S
R
S R
/4 S
R
/2
S R
/4 S
R
S R g
G ra d e
A g o n a ls
L
/4 x1
/4 x3
/1
L x2 x3
/1
A L x3 x3 /1
B
L x4 x1
/4 L x4 x5 /1
L x4 x3 /8
L x5 x5 g o n a l G ra d e A p
G ir ts C
N .A
H ri zo n ta ls
N .A
A
L x3 x3
/1
L x3 x1
/4 B
L x4 x1
/4 L x4 x5 /1
L x4 x3 /8
L x5 x5 d
H o ri zo n ta ls
N .A
A
L
/2 x2
/2 x1
/4 L x3 x5 d
D ia g o n a ls
N .A
L
/2 x2
/2 x3 /1
L x3 x3 /1
L x3 x1
In n e r B ra ci n g
N .A
L x2 x3
F a ce
W id th ft
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
P a n e ls ft
W ig h t
(l b
2.
2.
.2
.9
.5
.7
.5
.2
.5
.0
.9
.4
.8
.1
.2
.5
.1
.4
.9
.9
SYMBOL LIST
MARK MARKSIZE SIZE
A L2 1/2x2 1/2x3/16
B L3 1/2x3 1/2x1/4
C L1 3/4x1 3/4x1/8
MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A529-50 50 ksi 65 ksi
TOWER DESIGN NOTES
1. Tower is located in Cumberland County, North Carolina.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.75 in ice. Ice is considered to increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class III.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
9. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153
Standards.
10. Tower obstruction lighting is based on FAA Style E. CASE is not repsonsible for the determination of the FAA lighting requirements. If a different style is required, CASE should be notified and the tower design should be updated.
11. TOWER RATING: 91.1%
Lafayette, Louisiana 70502 Phone: 337-232-3336
FAX: mgranberry@casengr.com
Job: Rev D Preliminary Design (50' Fall Zone) Project: 380' SST HP1044 Cedar Creek Site, NC Client: North Carolina State Highway Police Drawn by: MJG App'd:
Code: TIA-222-G Date: 03/26/26 Scale: NTS Path:
S:\Jobs\2026\26100 (Daley Tower Consulting)\03-2026\03-09-26 380' SST NCSHP - HP1044 Cedar Creek Site, NC\Calculations\Tower\Rev D 380' SST NCSHP-HP1044 Cedar Creek Site, NC Preliminary.eri
Dwg No. E-7
Feed Line Plan 20'
Round Flat App In Face App Out Face
Section @ 20'
A B
C
Clim bin g La dd er
Saf et y L ine
/8
SO C
or d
- 5
/8
1/ 2"
G ro un d
Feedline Ladder (Af) Feedline Ladder (Af) (Future)
(2) LDF5-50A (7/8 FOAM)
LDF4-50A (1/2 FOAM)
LDF7-50A (1-5/8 FOAM)
(7) LDF5-50A (7/8 FOAM) (Future)
LDF7-50A (1-5/8 FOAM) (Future)
(2) EW63 (Future)
(4) CAT5e Cable (Future)
(5) EW63
LAFAYETTE, LOUISIANA
(337) 232-3336
WWW.CASENGR.COM
I N T E R N A T I O N A L
LAFAYETTE, LOUISIANA
(337) 232-3336
WWW.CASENGR.COM
I N T E R N A T I O N A L
MOTOROLA 6’ STANDOFF
DESIGN
DESIGN CALCULATIONS AND
DRAWINGS
REVISION A
CASE JOB NO. 05293
PREPARED FOR:
Daley Tower Service, Inc.
1223 West Gloria Switch Road Carencro, Louisiana 70520
PREPARED BY:
Civil And Structural Engineers, Incorporated
511 WEST CONVENT ST.
LAFAYETTE, LA 70501
www.casengr.com
DATE:
December 2005
DESIGN DRAWINGS
Features Installation on round members • of 1½" to 8⅝" diameter.
Installation on 60° triangular • members in sizes 2" to 6".
Modification to larger sizes • upon request.
Tapered or straight mounting.•
All steel hot-dip • galvanized ASTM A 123 structural members ASTM A 153 fasteners.
RGW
DALEY TOWER SERVICE, INC.
605 HECTOR CONNOLY RD.
CARENCRO, LA 70520
PH: (337) 886-0995SHEET
APPR.
DATE:
12/4/18
SCALE:
NA
ADJUSTABLE DISH MOUNT
DTM-4.5DM
MB
DRAWN
WEIGHT 145 LB
RGW
DALEY TOWER SERVICE, INC.
605 HECTOR CONNOLY RD.
CARENCRO, LA 70520
PH: (337) 886-0995SHEET
APPR.
DRAWN
DATE:
12/4/18
SCALE:
NA
ADJUSTABLE DISH MOUNT
DTM-4.5DM
MB
WEIGHT 145 LB
| 380' SST ETS-Cedar Creek Site, NC (50' Fall Radius) Quote# 26-161-Rev 2.pdf |
| 380' SST ETS-Cedar Creek Site, NC (50' Fall Radius) Quote# 26-161 Rev 1.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| #1 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #2 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #3 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| Motorola revised 6' standoff drawing -.pdf |
| Cover Rev A.pdf |
| Calcs Rev A.pdf |
| Calcs 1 Rev A.PDF |
| STAAD Rev A.pdf |
| Dwg Rev A.pdf |
| 001 Rev A.pdf |
| Motorola revised 6' standoff drawing.pdf |
| Cover Rev A.pdf |
| Calcs Rev A.pdf |
| Calcs 1 Rev A.PDF |
| STAAD Rev A.pdf |
| Dwg Rev A.pdf |
| 001 Rev A.pdf |
| DTM-4.5DM Dish Mount.pdf |
| 1 Main Assembly Cover Page---Mod |
| Sheet1 |
| Drawing View1 |
| 2 Main Assembly Exploded---Mod |
| Sheet1 |
| Drawing View2 |
| 3 Subassemblies---Mod |
| Sheet1 |
| Drawing View4 |
| Drawing View5 |
| Drawing View6 |
| Drawing View7 |
| Drawing View8 |
| Drawing View9 |
| Drawing View12 |
| Drawing View13 |
| 4 Parts---Mod |
| Sheet1 |
| Drawing View3 |
| Drawing View4 |
| Drawing View5 |
| Drawing View8 |
| Drawing View9 |
| Drawing View10 |
| Drawing View14 |
| Drawing View15 |
| Drawing View16 |
| Drawing View17 |
| Drawing View18 |
| Drawing View19 |
| Drawing View20 |
| Drawing View21 |
| Drawing View22 |
| Drawing View26 |
| Drawing View27 |
| Drawing View28 |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| #1 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #2 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #3 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED 1.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| #1 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #2 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #3 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED 1.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| DALEY PRELIM FOR DRILL PP FOUNDATIONS #####.pdf |
| #1 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #2 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| #3 SST 300' Pettipoole Site Foundation Preliminary |
| Sheet1 |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED 1.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED 1.pdf |
| AB01 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC.pdf |
| AB02 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC.pdf |
| FD01 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC.pdf |
| FD02 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC.pdf |
| 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC Prelim Drilled PP Fndn.-GEO-REVISED 1 |
| FD03 380' SST North Carolina State Highway Police-HP1044 Cedar Creek Site, NC.pdf |
File details come from the government source that posted it. Updated .