florida department of governor environmental protection · dep bid no. bdc06-16/17, addendum #4,...

20
DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Jonathan P. Steverson Secretary September 20, 2016 NOTICE TO APPLICANTS ADDENDUM NO. FOUR (4) Beacon Hill Veterans Memorial Park – Park Improvements DEP Bid NO. BDC06-16/17 TO BIDDERS AND PLAN HOLDERS ON THE ABOVE REFERENCED PROJECT: PLEASE NOTE CONTENTS HEREIN AND INCLUDE WITH YOUR BID SUBMISSION. NOTICE It will be required that this addendum be signed in acknowledgment of receipt and that it be included with your Bid when same is submitted to Mae Roth, Government Operations Consultant II, Bureau of Design and Construction, 3800 Commonwealth Blvd. MS520, Tallahassee, Florida 32399-3000. Failure to do so may be grounds for rejection of the Bid. _______________________________________ Signature of Contractor and Date The Following statements supersede & supplement the corresponding items in the specifications & drawings: The attached revised plan sheets are hereby incorporated into the bid documents. Due to size restrictions, for a full set of revised plans, please visit the plans and specs FTP site. 1. Question: Page S 100 Shouldn’t the scale be 3/8” = 1’ instead ¾” = 1’? Answer: The scale correction is included in the revised plans. Question: Also, I find no detail of what is required for the Concrete stepped seating. Is this just a slab? What is the reinforcing? I didn’t find a detail in the plans, structural or architectural. Answer: The revised plans include details for the concrete tiered seating.

Upload: others

Post on 13-Jul-2020

0 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3

Florida Department of Environmental Protection

Marjory Stoneman Douglas Building

3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000

Rick Scott Governor

Carlos Lopez-Cantera

Lt. Governor

Jonathan P. Steverson Secretary

September 20, 2016

NOTICE TO APPLICANTS

ADDENDUM NO. FOUR (4)

Beacon Hill Veterans Memorial Park – Park Improvements DEP Bid NO. BDC06-16/17

TO BIDDERS AND PLAN HOLDERS ON THE ABOVE REFERENCED PROJECT: PLEASE NOTE CONTENTS HEREIN AND INCLUDE WITH YOUR BID SUBMISSION.

NOTICE It will be required that this addendum be signed in acknowledgment of receipt and that it be included with your Bid when same is submitted to Mae Roth, Government Operations Consultant II, Bureau of Design and Construction, 3800 Commonwealth Blvd. MS520, Tallahassee, Florida 32399-3000. Failure to do so may be grounds for rejection of the Bid. _______________________________________ Signature of Contractor and Date The Following statements supersede & supplement the corresponding items in the specifications & drawings: The attached revised plan sheets are hereby incorporated into the bid documents. Due to size restrictions, for a full set of revised plans, please visit the plans and specs FTP site.

1. Question: Page S 100 Shouldn’t the scale be 3/8” = 1’ instead ¾” = 1’? Answer: The scale correction is included in the revised plans. Question: Also, I find no detail of what is required for the Concrete stepped seating. Is this just a slab? What is the reinforcing? I didn’t find a detail in the plans, structural or architectural. Answer: The revised plans include details for the concrete tiered seating.

Page 2: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

DEP Bid No. BDC06-16/17, Addendum #4, Page 2 of 3

2. Question: Is there anywhere that these ASTM standards from the specs can be accessed without having to purchase them? I cannot help but notice that the standards are located in most of the details. Leaving quite a few discrepancies between the plans themselves and the corresponding specs. Answer: It is standard industry practice that the contractor is responsible for having knowledge of the applicable ASTM standards and ensuring compliance with these standards.

3. Question: Confirm if the Section "A" Financial Statement will be public record. Answer: All bid documents are public record and may be requested by the public. Any proprietary information, eg social security numbers or identified trade secrets will be redacted as necessary.

4. Question: Verify if aluminum handrails are prefinished of powder coated. Answer: The handrails shall be pre-finished clear aluminum.

5. Question: What will be etched on the granite slab for the monument? Answer: FDEP will provide the specific etching for the granite slab during the construction phase. The contractor shall include an allowance of $1500.00 in the bid to acquire the granite slab, apply the etching, and install the etched slab on the pedestal.

6. Question: Verify type of granite specification.

Answer: The granite slab material shall be similar to that for a headstone, and detailed specifications will be provided after the contract is awarded. The above allowance should be sufficient to include the appropriate granite slab.

7. Question: Confirm there is no privacy slats on the fence at the dog park. Answer: There are no privacy slats on the dog park fence.

8. Question: Confirm dog fencing is vinyl clad. Answer: The dog park fencing shall be vinyl-clad.

9. Question: Where is the location, if any, of the "horizontal-slide gate" at the dog park? Answer: There is no slide gate per the plans.

10. Question: Are the radius aluminum X's intersecting or overlapping?

Answer: The radius aluminum crosses are intersecting.

11. Question: What material are the embed plates for the radius aluminum? Answer: The material for the embed plates shall be Aluminum 6061.

12. Question: Please clarify and indicate where tie in domestic water for new water fountains.

Page 3: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

DEP Bid No. BDC06-16/17, Addendum #4, Page 3 of 3

Answer: Refer to Addendum 2. Additional information is that the existing restrooms have potable water service; therefore, the contractor could base his bid on extending the service lines from the nearest restroom to the water fountains.

13. Question: Verify if any backflow prevention devices shall be included. Answer: There is no backflow preventer shown in the plans. If one is subsequent required, it will be the responsibility of Gulf County to provide and install it.

The bid submittal due date and bid posting date for this bid has been postponed per the below: BID SUBMITTAL DUE DATE: No later than 3:30 PM (ET), Tuesday, September 27, 2016 to the below address: Florida Department of Environmental Protection, Bureau of Design and Construction, 3800 Commonwealth Blvd. MS520, Tallahassee, Florida 32399-3000, Attention Mae Roth, Government Operations Consultant II, Bureau of Design and Construction, (850) 245-2781. (For hand delivery: Carr Building, Welcome Desk.) The Department reserves the right to reject any or all bids. BID POSTING DATE: No later than 3:30 PM (ET), Tuesday, October 4, 2016, unless extended by the Department for good cause. In all other respects, the contract documents of which this is an Addendum, and attachments relative thereto, shall remain in full force and effect.

Page 4: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

“Designing a Better Experience”

ADDENDUM NO.: PROJECT NAME: PROJECT NUMBER: DATE:

4Beacon Hill Veterans Memorial Park Improvements FDEP# N2003 (VBA # 1515) 09/13/2016

The original Conditions of the Contract, Contract Documents, Specifications and Drawings for the project noted above are herein amended as indicated in the Addendum. This Addendum shall become part of the Contract Documents.

Where any portion of the Contract Documents is deleted, changed and/or added to, the remaining portion not so modified shall remain in effect as stated or otherwise indicated.

DESCRIPTION: ADDENDUM 4 is issued to add details to the lettering at the amphitheater, add structural detail and additional grades to the seating at the amphitheater, add sheathing information on pavilion, change all reference from existing well to New well, and correct a scale on one of the drawings.

AFFECTED SPECIFICATIONS and DRAWINGS: Specifications Section 101419 – Dimensional Letter Signage – added specification for the signage at the Amphitheater

Architectural Drawings A101 – Added detail to the seating at the Amphitheater A200 – Added details to the lettering/signage at the Amphitheater Structural Drawings S100 – Corrected scale on 1/S100 S203 – Added sheathing information on pavilion Civil Drawings C102 – Added sidewalk at end of ramp C103 – Added grades at Amphitheater seating Landscape Drawings L101 – Added detail to the seating at the Amphitheater L200 – Change all reference from existing well to New well

List of Attachments A101 AMPHITHEATER FLOOR PLAN A200 AMPHITHEATER EXTERIOR ELEVATIONS S100 AMPHITHEATER FOUNDATION AND ROOF FRAMING PLAN S203 STRUCTURAL DETAILS

2424 Jenks Avenue, Suite B Panama City, Florida 32405 T: 850-769-33257 E-mail: [email protected]

Page 5: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

“Designing a Better Experience”

C102 SITE LAYOUT PLAN C103 SITE GRADING & DRAINAGE PLAN L101 LANDSCAPE DETAILS L200 IRRIGATION PLAN Section 101419

DIMENSIONAL LETTER SIGNAGE SPECIFICAITON

END OF ADDENDUM

Page 6: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas
Page 7: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas
Page 8: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

A

BEACON HILL PARK RO

AD

ASPHALT

B

10

0%

F

OR

P

ER

MIT

S

ET

SIT

E G

RA

DIN

G &

D

RA

IN

AG

E P

LA

N

BE

AC

ON

H

IL

L V

ET

ER

AN

S M

EM

OR

IA

L

PA

RK

IM

PR

OV

EM

EN

TS

AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
(ASPHALT PAVEMENT - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(MATCH PROPOSED FLUSH WITH EXISTING SURFACE)
AutoCAD SHX Text
(CONCRETE SIDEWALK- SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(CHAINLINK FENCE - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(SEE DRAINAGE STRUCTURE SCHEDULE THIS SHEET ie.,#12)
AutoCAD SHX Text
(SEE DRAINAGE PIPE SCHEDULE THIS SHEET ie.,#16)
AutoCAD SHX Text
(STORMWATER SURFACE FLOW)
AutoCAD SHX Text
(PROPOSED FINISHED GRADE)
AutoCAD SHX Text
(EXISTING CONTOUR)
AutoCAD SHX Text
(EXISTING SPOT ELEVATION)
AutoCAD SHX Text
(SEE NOTE ie.,#1 - SEE NOTES THIS SHEET)
AutoCAD SHX Text
(SEE ARCHITECTURAL PLANS)
AutoCAD SHX Text
(SKIMMER - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(SEE STORM WATER MANAGEMENT FACILITY SCHEDULE THIS SHEET)
AutoCAD SHX Text
SA
AutoCAD SHX Text
SK
AutoCAD SHX Text
SWMF|1
AutoCAD SHX Text
MAT
AutoCAD SHX Text
N|1
AutoCAD SHX Text
FC
AutoCAD SHX Text
PV|A
AutoCAD SHX Text
CSW
AutoCAD SHX Text
DS|12
AutoCAD SHX Text
DP|16
AutoCAD SHX Text
+12.50
AutoCAD SHX Text
34.60
AutoCAD SHX Text
36
AutoCAD SHX Text
SITE GRADING AND DRAINAGE DRAWING NOTES: 1. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. SEE SYMBOL LEGEND ON THIS SHEET FOR SYMBOL INFORMATION AND REFERENCED DETAILS. 2. ALL DEMOLISHED MATERIALS (ie., SIGNS, CONCRETE, ASPHALT, ETC...) TO BE REMOVED AND ALL DEMOLISHED MATERIALS (ie., SIGNS, CONCRETE, ASPHALT, ETC...) TO BE REMOVED AND DISPOSED OF IN A LEGAL MANNER. 3. SEE SECTIONS IN CONSTRUCTION DETAILS. SEE SECTIONS IN CONSTRUCTION DETAILS. 4. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL SUNSHINE ONE AT 811 FOR UTILITY IT IS THE CONTRACTORS RESPONSIBILITY TO CALL SUNSHINE ONE AT 811 FOR UTILITY LOCATES PRIOR TO CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT INDEX 105. 6. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR STEPPED SEATING.SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR STEPPED SEATING.
AutoCAD SHX Text
(PROPOSED SWALE)
AutoCAD SHX Text
SW
AutoCAD SHX Text
(GRAVEL PAVING - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
PV|G
AutoCAD SHX Text
23.6
AutoCAD SHX Text
24.00
AutoCAD SHX Text
24.3
AutoCAD SHX Text
23.5
AutoCAD SHX Text
23.3
AutoCAD SHX Text
23.6
AutoCAD SHX Text
22.7
AutoCAD SHX Text
22.4
AutoCAD SHX Text
23.1
AutoCAD SHX Text
23.2
AutoCAD SHX Text
23.3
AutoCAD SHX Text
23.5
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.9
AutoCAD SHX Text
24.4
AutoCAD SHX Text
24.6
AutoCAD SHX Text
25.0
AutoCAD SHX Text
24.9
AutoCAD SHX Text
24.0
AutoCAD SHX Text
23.7
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.1
AutoCAD SHX Text
24.2
AutoCAD SHX Text
24.2
AutoCAD SHX Text
24.1
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.8
AutoCAD SHX Text
24.3
AutoCAD SHX Text
23.7
AutoCAD SHX Text
24.1
AutoCAD SHX Text
24.41
AutoCAD SHX Text
24.57
AutoCAD SHX Text
24.85
AutoCAD SHX Text
23.93
AutoCAD SHX Text
24.86
AutoCAD SHX Text
24.55
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.2
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.5
AutoCAD SHX Text
23.6
AutoCAD SHX Text
23.7
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.2
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.5
AutoCAD SHX Text
24.3
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.6
AutoCAD SHX Text
23.6
AutoCAD SHX Text
24.2
AutoCAD SHX Text
23.2
AutoCAD SHX Text
24.05
AutoCAD SHX Text
24.06
AutoCAD SHX Text
24.02
AutoCAD SHX Text
24.10
AutoCAD SHX Text
23.94
AutoCAD SHX Text
24.08
AutoCAD SHX Text
25.54
AutoCAD SHX Text
25.90
AutoCAD SHX Text
25.85
AutoCAD SHX Text
23.85
AutoCAD SHX Text
23.39
AutoCAD SHX Text
23.62
AutoCAD SHX Text
23.25
AutoCAD SHX Text
23.50
AutoCAD SHX Text
23.51
AutoCAD SHX Text
23.52
AutoCAD SHX Text
24.11
AutoCAD SHX Text
23.4
AutoCAD SHX Text
23.52
AutoCAD SHX Text
23.78
AutoCAD SHX Text
23.53
AutoCAD SHX Text
23.42
AutoCAD SHX Text
24.47
AutoCAD SHX Text
24.46
AutoCAD SHX Text
23.93
AutoCAD SHX Text
23.92
AutoCAD SHX Text
25.08
AutoCAD SHX Text
24.84
AutoCAD SHX Text
24.68
AutoCAD SHX Text
24.53
AutoCAD SHX Text
24.50
AutoCAD SHX Text
24.30
AutoCAD SHX Text
24.30
AutoCAD SHX Text
24.32
AutoCAD SHX Text
24.66
AutoCAD SHX Text
24.84
AutoCAD SHX Text
24.20
AutoCAD SHX Text
23.9
AutoCAD SHX Text
24.7
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.4
AutoCAD SHX Text
23.82
AutoCAD SHX Text
23.78
AutoCAD SHX Text
24.0
AutoCAD SHX Text
23.99
AutoCAD SHX Text
24.02
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
WOOD SANDBOX
AutoCAD SHX Text
WOOD SAND BOX
AutoCAD SHX Text
PVC PIPE SANDBOX
AutoCAD SHX Text
WOOD FRAME JUNGLE-JIM
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
2.5' ROPE FENCE
AutoCAD SHX Text
2.5' ROPE FENCE
AutoCAD SHX Text
70.6'
AutoCAD SHX Text
39.7'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
WOOD BRIDGE
AutoCAD SHX Text
WOOD FRAME BUILDING
AutoCAD SHX Text
BRICK MONUMENT
AutoCAD SHX Text
4.4'
AutoCAD SHX Text
2.7'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
20.4'
AutoCAD SHX Text
13.5'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
30.6'
AutoCAD SHX Text
30.5'
AutoCAD SHX Text
40.2'
AutoCAD SHX Text
50.2'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
5.1'
AutoCAD SHX Text
5.0'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.0'
AutoCAD SHX Text
2.9'
AutoCAD SHX Text
3.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
CONC PADS
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
FLAG POLE
AutoCAD SHX Text
7.7'
AutoCAD SHX Text
15.6'
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
SHELL WALK
AutoCAD SHX Text
TBM #1 SET NAIL/DISC #LB6019 IN NE COR OF STORM WATER MANHOLE EL=23.74'
AutoCAD SHX Text
TBM #2 SET NAIL/DISC #LB6019 IN SW COR OF BLOCK WALL OF DUG-OUT EL=27.31'
AutoCAD SHX Text
TBM #3 SET NAIL/DISC #LB6019 IN SOLAR PANEL POLE EL=25.09
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
RIGHT OF WAY BY MAINTENANCE MAP
AutoCAD SHX Text
SECTION 51010 FLORIDA DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
U.S. HIGHWAY NO. 98
AutoCAD SHX Text
FDEP COASTAL CONSTRUCTION CONTROL LINE RECORDED IN MISCELLANEOUS PLAT BOOK 1, MAP 13, PAGES 1-12, RECORDED 01/21/2010
AutoCAD SHX Text
S 41°30'41" E 1019.98'
AutoCAD SHX Text
S 40°22'56" E 1005.59'
AutoCAD SHX Text
LIGHTKEEPERS DRIVE
AutoCAD SHX Text
MONUMENTED WEST LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31
AutoCAD SHX Text
COVERED SIGN
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
EOP
AutoCAD SHX Text
DOUBLE SUPPORT SIGN
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
WOOD DECK & BROAD WALK
AutoCAD SHX Text
FND FDEP RND CM #R-4, 1973 SPC N:334463.65 E:1689726.52
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
BEACON HILL PARK ROAD
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
16.1'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.1'
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
SW
AutoCAD SHX Text
SW
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.20
AutoCAD SHX Text
+
AutoCAD SHX Text
25.20
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
25.50
AutoCAD SHX Text
+
AutoCAD SHX Text
25.00
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.15
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.25
AutoCAD SHX Text
+
AutoCAD SHX Text
25.15
AutoCAD SHX Text
+
AutoCAD SHX Text
25.15
AutoCAD SHX Text
+
AutoCAD SHX Text
24.75
AutoCAD SHX Text
+
AutoCAD SHX Text
24.75
AutoCAD SHX Text
+
AutoCAD SHX Text
24.75
AutoCAD SHX Text
+
AutoCAD SHX Text
24.75
AutoCAD SHX Text
+
AutoCAD SHX Text
24.00
AutoCAD SHX Text
+
AutoCAD SHX Text
22.5
AutoCAD SHX Text
+
AutoCAD SHX Text
23.00
AutoCAD SHX Text
+
AutoCAD SHX Text
24.2
AutoCAD SHX Text
+
AutoCAD SHX Text
24.2
AutoCAD SHX Text
+
AutoCAD SHX Text
24.3
AutoCAD SHX Text
+
AutoCAD SHX Text
23.8
AutoCAD SHX Text
+
AutoCAD SHX Text
24.2
AutoCAD SHX Text
+
AutoCAD SHX Text
23.5
AutoCAD SHX Text
+
AutoCAD SHX Text
24.0
AutoCAD SHX Text
+
AutoCAD SHX Text
23.5
AutoCAD SHX Text
DP1
AutoCAD SHX Text
DP2
AutoCAD SHX Text
DP3
AutoCAD SHX Text
DP4
AutoCAD SHX Text
DS1
AutoCAD SHX Text
DS2
AutoCAD SHX Text
DS3
AutoCAD SHX Text
DS4
AutoCAD SHX Text
DS5
AutoCAD SHX Text
SWMF 1
AutoCAD SHX Text
SA
AutoCAD SHX Text
SA
AutoCAD SHX Text
MAT
AutoCAD SHX Text
MAT
AutoCAD SHX Text
MAT
AutoCAD SHX Text
MAT
AutoCAD SHX Text
MAT
AutoCAD SHX Text
+
AutoCAD SHX Text
24.60
AutoCAD SHX Text
+
AutoCAD SHX Text
24.60
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
24.55
AutoCAD SHX Text
24.55
AutoCAD SHX Text
PVG
AutoCAD SHX Text
PVA
AutoCAD SHX Text
PVA
AutoCAD SHX Text
CSW
AutoCAD SHX Text
CSW
AutoCAD SHX Text
PVA
AutoCAD SHX Text
PVA
AutoCAD SHX Text
+
AutoCAD SHX Text
23.2
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
23.00
AutoCAD SHX Text
+
AutoCAD SHX Text
22.5
AutoCAD SHX Text
N6
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
+
AutoCAD SHX Text
24.5
AutoCAD SHX Text
+
AutoCAD SHX Text
24.3
AutoCAD SHX Text
+
AutoCAD SHX Text
24.3
AutoCAD SHX Text
+
AutoCAD SHX Text
24.2
AutoCAD SHX Text
+
AutoCAD SHX Text
24.2
AutoCAD SHX Text
24.5
AutoCAD SHX Text
DS6
AutoCAD SHX Text
DS7
AutoCAD SHX Text
DP5
AutoCAD SHX Text
DS8
AutoCAD SHX Text
DP6
AutoCAD SHX Text
CSW
AutoCAD SHX Text
+
AutoCAD SHX Text
24.3
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
24.50
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
19.24
AutoCAD SHX Text
FC
AutoCAD SHX Text
FC
AutoCAD SHX Text
FC
AutoCAD SHX Text
FC
AutoCAD SHX Text
FC
AutoCAD SHX Text
22.30
AutoCAD SHX Text
22.30
AutoCAD SHX Text
22.5
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
23.2
AutoCAD SHX Text
23.70
AutoCAD SHX Text
24.0
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
23.70
AutoCAD SHX Text
24.0
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
MAT
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DS1
AutoCAD SHX Text
TYPE STRUCTURE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DP1
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
PIPE INVERT
AutoCAD SHX Text
DRAINAGE STRUCTURE SCHEDULE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
LF
AutoCAD SHX Text
1.43%%%
AutoCAD SHX Text
TOP OF GRATE
AutoCAD SHX Text
EL. 22.00
AutoCAD SHX Text
SWMF1
AutoCAD SHX Text
STORM WATER MANAGEMENT FACILITY SCHEDULE
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
22.00 EL.
AutoCAD SHX Text
3 TO 1
AutoCAD SHX Text
DRAINAGE PIPE SCHEDULE
AutoCAD SHX Text
1.10 AC.
AutoCAD SHX Text
BOTTOM INVERT
AutoCAD SHX Text
NOTE: SEE CONSTRUCTION DETAILS.
AutoCAD SHX Text
ALL ADS PIPE SHALL BE AS SHOWN OR EQUAL ALL PERFORATED PIPE SHALL HAVE A GRAVEL PACK ALL ADS PIPE SHALL BE RATED N-12 SEE CONSTRUCTION DETAILS.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BASIN AREA
AutoCAD SHX Text
TOP OF BANK ELEV.
AutoCAD SHX Text
SIDE SLOPE
AutoCAD SHX Text
BOTTOM ELEV.
AutoCAD SHX Text
WATERSHED AREA
AutoCAD SHX Text
EL. 19.50 18" OUT NORTH
AutoCAD SHX Text
EL. 18.50
AutoCAD SHX Text
18"
AutoCAD SHX Text
86
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP2
AutoCAD SHX Text
72
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP3
AutoCAD SHX Text
74
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DS2
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
EL. 20.73 18" IN EAST & OUT NORTH
AutoCAD SHX Text
EL. 19.73
AutoCAD SHX Text
DS3
AutoCAD SHX Text
EL. 25.50
AutoCAD SHX Text
EL. 21.35 18" IN SOUTH: EL. 20.87 18" IN EAST & OUT WEST
AutoCAD SHX Text
EL. 19.87
AutoCAD SHX Text
18" CONCRETE MITERED END 3 TO 1 SLOPE
AutoCAD SHX Text
DS4
AutoCAD SHX Text
EL. 24.00
AutoCAD SHX Text
EL. 21.50 18" OUT NORTH
AutoCAD SHX Text
EL. 20.50
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS5
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
EL. 21.00 18" OUT WEST
AutoCAD SHX Text
EL. 20.00
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS6
AutoCAD SHX Text
EL. 22.30
AutoCAD SHX Text
EL. 19.50 18" OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DP4
AutoCAD SHX Text
67
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP5
AutoCAD SHX Text
22
AutoCAD SHX Text
ADS
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
0.48%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
DS7
AutoCAD SHX Text
EL. 22.30
AutoCAD SHX Text
EL. 19.46 18" IN NORTH & OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DP6
AutoCAD SHX Text
112
AutoCAD SHX Text
ADS
AutoCAD SHX Text
18"
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
DS8
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
EL. 19.24 18" OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
18" ADS IN-LINE DRAIN W/ ADS ELBOW
AutoCAD SHX Text
18" CONCRETE MITERED END 3 TO 1 SLOPE
AutoCAD SHX Text
18" ADS IN-LINE DRAIN W/ ADS "T"
AutoCAD SHX Text
STORMWATER OPERATION AND MAINTENANCE SCHEDULE (A) STORMWATER MANAGEMENT SYSTEM SHALL BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED DESIGN, PLANS AND CALCULATIONS. (B) THE OPERATION AND MAINTENANCE ENTITY SHALL PROVIDE FOR THE INSPECTION OF THE THE OPERATION AND MAINTENANCE ENTITY SHALL PROVIDE FOR THE INSPECTION OF THE STORMWATER MANAGEMENT SYSTEM IN ACCORDANCE WITH SUBSECTION 62-346.095(6), F.A.C. DURING THE INSPECTION, SPECIAL ATTENTION SHOULD BE MADE TO INSURE THAT: 1. ALL EROSION IS CONTROLLED AND SOIL IS STABILIZED TO PREVENT SEDIMENT ALL EROSION IS CONTROLLED AND SOIL IS STABILIZED TO PREVENT SEDIMENT DISCHARGE TO WATERS IN THE STATE. TO WATERS IN THE STATE. 2. THE SURFACE WATER MANAGEMENT SYSTEM IS KEPT FREE OF DEBRIS, TRASH, THE SURFACE WATER MANAGEMENT SYSTEM IS KEPT FREE OF DEBRIS, TRASH, GARBAGE, OILS AND GREASES, AND OTHER REFUSE. OILS AND GREASES, AND OTHER REFUSE. 3. ENGINEERED STORMWATER MANAGEMENT SYSTEM THAT INCLUDE OIL AND GREASE ENGINEERED STORMWATER MANAGEMENT SYSTEM THAT INCLUDE OIL AND GREASE SEPARATORS, SKIMMERS, OR COLLECTION DEVICES ARE WORKING PROPERLY AND DO NOT ALLOW THE DISCHARGE OF OIL OR GREASES. OILS AND ALLOW THE DISCHARGE OF OIL OR GREASES. OILS AND GREASES OR OTHER MATERIALS REMOVED FROM SUCH A DEVICE DURING REMOVED FROM SUCH A DEVICE DURING ROUTINE MAINTENANCE SHALL BE DISPOSED OF AT A SANITARY LANDFILL OR AT A SANITARY LANDFILL OR BY OTHER LAWFUL MEANS. 4. ALL STRUCTURES WITHIN STORMWATER MANAGEMENT SYSTEMS HAVE NOT BECOME ALL STRUCTURES WITHIN STORMWATER MANAGEMENT SYSTEMS HAVE NOT BECOME CLOGGED OR CHOKED WITH VEGETATIVE OR AQUATIC GROWTH TO SUCH AN EXTENT AS TO RENDER THEM INOPERABLE. TO RENDER THEM INOPERABLE. (C) INSPECTIONS OF THE PERMITTED SYSTEM SHOULD BE CONDUCTED AT LEAST ONCE EVERY THIRD YEAR AFTER CONVERSION OF A PERMIT TO THE OPERATION PHASE.YEAR AFTER CONVERSION OF A PERMIT TO THE OPERATION PHASE.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
NEIL
AutoCAD SHX Text
CARROLL
AutoCAD SHX Text
M
AutoCAD SHX Text
C
AutoCAD SHX Text
1" = 40'
AutoCAD SHX Text
Bureau of Design and Construction
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
Office of Operations
AutoCAD SHX Text
Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNER :
AutoCAD SHX Text
PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
475 Harrison Avenue, suite 200
AutoCAD SHX Text
Panama City , Florida 32401
AutoCAD SHX Text
Phone: 850-763-5730
AutoCAD SHX Text
Fax: 850-763-5744
AutoCAD SHX Text
Professional Engineering Consultants
AutoCAD SHX Text
STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288
AutoCAD SHX Text
CARROLL
AutoCAD SHX Text
ENGINEERING, INC.
AutoCAD SHX Text
C
AutoCAD SHX Text
M
AutoCAD SHX Text
NEIL
AutoCAD SHX Text
C103
AutoCAD SHX Text
PROFESSIONAL NAME
AutoCAD SHX Text
LICENSE NUMBER
AutoCAD SHX Text
JFP
AutoCAD SHX Text
JFP
AutoCAD SHX Text
SDM
AutoCAD SHX Text
06-29-2016
AutoCAD SHX Text
C103
AutoCAD SHX Text
N2003
AutoCAD SHX Text
ADDED SIDEWALK & GRADES
AutoCAD SHX Text
09/12/16
Page 9: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

BEACON HILL PARK RO

AD

ASPHALT

10

0%

F

OR

P

ER

MIT

S

ET

SIT

E L

AY

OU

T P

LA

N

BE

AC

ON

H

IL

L V

ET

ER

AN

S M

EM

OR

IA

L

PA

RK

IM

PR

OV

EM

EN

TS

AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
14
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
27
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
54
AutoCAD SHX Text
69
AutoCAD SHX Text
55
AutoCAD SHX Text
70
AutoCAD SHX Text
56
AutoCAD SHX Text
71
AutoCAD SHX Text
57
AutoCAD SHX Text
72
AutoCAD SHX Text
58
AutoCAD SHX Text
73
AutoCAD SHX Text
59
AutoCAD SHX Text
74
AutoCAD SHX Text
60
AutoCAD SHX Text
75
AutoCAD SHX Text
61
AutoCAD SHX Text
76
AutoCAD SHX Text
62
AutoCAD SHX Text
77
AutoCAD SHX Text
63
AutoCAD SHX Text
78
AutoCAD SHX Text
64
AutoCAD SHX Text
79
AutoCAD SHX Text
65
AutoCAD SHX Text
80
AutoCAD SHX Text
66
AutoCAD SHX Text
81
AutoCAD SHX Text
67
AutoCAD SHX Text
82
AutoCAD SHX Text
68
AutoCAD SHX Text
83
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
WOOD SANDBOX
AutoCAD SHX Text
WOOD SAND BOX
AutoCAD SHX Text
PVC PIPE SANDBOX
AutoCAD SHX Text
WOOD FRAME JUNGLE-JIM
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
2.5' ROPE FENCE
AutoCAD SHX Text
2.5' ROPE FENCE
AutoCAD SHX Text
70.6'
AutoCAD SHX Text
39.7'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
WOOD BRIDGE
AutoCAD SHX Text
WOOD FRAME BUILDING
AutoCAD SHX Text
BRICK MONUMENT
AutoCAD SHX Text
4.4'
AutoCAD SHX Text
2.7'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
20.4'
AutoCAD SHX Text
13.5'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
30.6'
AutoCAD SHX Text
30.5'
AutoCAD SHX Text
40.2'
AutoCAD SHX Text
50.2'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
5.1'
AutoCAD SHX Text
5.0'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.0'
AutoCAD SHX Text
2.9'
AutoCAD SHX Text
3.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
CONC PADS
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
FLAG POLE
AutoCAD SHX Text
7.7'
AutoCAD SHX Text
15.6'
AutoCAD SHX Text
SHELL WALK
AutoCAD SHX Text
TBM #1 SET NAIL/DISC #LB6019 IN NE COR OF STORM WATER MANHOLE EL=23.74'
AutoCAD SHX Text
TBM #2 SET NAIL/DISC #LB6019 IN SW COR OF BLOCK WALL OF DUG-OUT EL=27.31'
AutoCAD SHX Text
TBM #3 SET NAIL/DISC #LB6019 IN SOLAR PANEL POLE EL=25.09
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
RIGHT OF WAY BY MAINTENANCE MAP
AutoCAD SHX Text
SECTION 51010 FLORIDA DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
U.S. HIGHWAY NO. 98
AutoCAD SHX Text
FDEP COASTAL CONSTRUCTION CONTROL LINE RECORDED IN MISCELLANEOUS PLAT BOOK 1, MAP 13, PAGES 1-12, RECORDED 01/21/2010
AutoCAD SHX Text
S 41°30'41" E 1019.98'
AutoCAD SHX Text
S 40°22'56" E 1005.59'
AutoCAD SHX Text
LIGHTKEEPERS DRIVE
AutoCAD SHX Text
MONUMENTED WEST LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31
AutoCAD SHX Text
COVERED SIGN
AutoCAD SHX Text
EOP
AutoCAD SHX Text
DOUBLE SUPPORT SIGN
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
WOOD DECK & BROAD WALK
AutoCAD SHX Text
FND FDEP RND CM #R-4, 1973 SPC N:334463.65 E:1689726.52
AutoCAD SHX Text
R/W
AutoCAD SHX Text
R/W
AutoCAD SHX Text
BEACON HILL PARK ROAD
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
16.1'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.1'
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
35
AutoCAD SHX Text
36
AutoCAD SHX Text
37
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
40
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
44
AutoCAD SHX Text
45
AutoCAD SHX Text
46
AutoCAD SHX Text
47
AutoCAD SHX Text
48
AutoCAD SHX Text
49
AutoCAD SHX Text
50
AutoCAD SHX Text
51
AutoCAD SHX Text
52
AutoCAD SHX Text
53
AutoCAD SHX Text
84
AutoCAD SHX Text
85
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
SWMF
AutoCAD SHX Text
SA
AutoCAD SHX Text
SA
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
CSW
AutoCAD SHX Text
CSW
AutoCAD SHX Text
R25'
AutoCAD SHX Text
R25'
AutoCAD SHX Text
R25'
AutoCAD SHX Text
R25'
AutoCAD SHX Text
PROPOSED DOG PARK
AutoCAD SHX Text
STRIPE
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
RELOCATED POWER POLE
AutoCAD SHX Text
N|9
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SA
AutoCAD SHX Text
N|9
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
87
AutoCAD SHX Text
86
AutoCAD SHX Text
N|10
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
N|11
AutoCAD SHX Text
CSW
AutoCAD SHX Text
SITE LAYOUT DRAWING NOTES: 1. ALL RADII AT FACE OF CURB ARE 5' UNLESS OTHERWISE SHOWN. ALL RADII AT FACE OF CURB ARE 5' UNLESS OTHERWISE SHOWN. 2. CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF AS-BUILT CONTRACTOR SHALL PROVIDE McNEIL CARROLL ENGINEERING, INC. FIVE (5) SETS OF AS-BUILT DRAWINGS AND ONE (1) DIGITAL COPY (AUTOCAD FORMAT) OF THE COMPLETED PROJECT. DRAWINGS SHALL BE PREPARED AND SIGNED & SEALED BY A FLORIDA REGISTERED SURVEYOR. 3. ALL DIMENSIONS AT CURB ARE FROM FACE OF CURB. ALL DIMENSIONS AT CURB ARE FROM FACE OF CURB. 4. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT INDEX ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED PER FDOT INDEX 105. 5. A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE. A COPY OF ALL REGULATORY PERMITS SHALL BE KEPT ON SITE. 6. THE CONTRACTOR SHALL REVIEW THE COMPLETE NWFWMD PERMIT PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE COMPLETE NWFWMD PERMIT PRIOR TO CONSTRUCTION COMMENCEMENT. 7. AN 8 1/2 x 11 NWFWMD WEATHER RESISTANT SIGN, INCLUDING THE PERMIT NUMBER SHALL BE AN 8 1/2 x 11 NWFWMD WEATHER RESISTANT SIGN, INCLUDING THE PERMIT NUMBER SHALL BE PLACED ON THE PROPERTY FACING THE ROAD. 8. ALL PROPOSED UTILITIES TO PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO PLACED UNDERGROUND. 9. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR PARKING BARRIER. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR PARKING BARRIER. 10. SEE LANDSCAPE DRAWINGS FOR PUMP HOUSE. SEE LANDSCAPE DRAWINGS FOR PUMP HOUSE. 11. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR PROPOSED WATER FIXTURES.SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR PROPOSED WATER FIXTURES.
AutoCAD SHX Text
DS
AutoCAD SHX Text
CSW
AutoCAD SHX Text
N|1
AutoCAD SHX Text
SA
AutoCAD SHX Text
SOD
AutoCAD SHX Text
(CONCRETE SIDEWALK - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(SEE ARCH. PLANS)
AutoCAD SHX Text
(SEE NOTE ie., #1 - SEE NOTES ON THIS SHEET)
AutoCAD SHX Text
(SOD - SEE CONSTRUCTION DETAILS)
AutoCAD SHX Text
(DRAINAGE STRUCTURE - SEE GRADING & DRAINAGE PLAN)
AutoCAD SHX Text
(DENOTES NEW "STOP" SIGN)
AutoCAD SHX Text
(DENOTES NEW "HANDICAP PARKING" SIGN)
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
(DENOTES NEW "IN-WATER RECREATION IS PROHIBITED" SIGN)
AutoCAD SHX Text
STOP
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
STCW
AutoCAD SHX Text
(CROSSWALK - SPECIAL EMPHASIS MARKING FDOT INDEX# 17346)
AutoCAD SHX Text
SWMF
AutoCAD SHX Text
(STORM WATER MANAGEMENT FACILITY)
AutoCAD SHX Text
*
AutoCAD SHX Text
(DENOTES CRITICAL DIMENSION TO OUTSIDE FACE OF BUILDING)
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DS1
AutoCAD SHX Text
TYPE STRUCTURE
AutoCAD SHX Text
PIPE INVERT
AutoCAD SHX Text
DRAINAGE STRUCTURE SCHEDULE
AutoCAD SHX Text
TOP OF GRATE
AutoCAD SHX Text
EL. 22.00
AutoCAD SHX Text
BOTTOM INVERT
AutoCAD SHX Text
NOTE: SEE CONSTRUCTION DETAILS.
AutoCAD SHX Text
EL. 19.50 18" OUT NORTH
AutoCAD SHX Text
EL. 18.50
AutoCAD SHX Text
DS2
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
EL. 20.73 18" IN EAST & OUT NORTH
AutoCAD SHX Text
EL. 19.73
AutoCAD SHX Text
DS3
AutoCAD SHX Text
EL. 25.50
AutoCAD SHX Text
EL. 21.35 18" IN SOUTH: EL. 20.87 18" IN EAST & OUT WEST
AutoCAD SHX Text
EL. 19.87
AutoCAD SHX Text
18" CONCRETE MITERED END 3 TO 1 SLOPE
AutoCAD SHX Text
DS4
AutoCAD SHX Text
EL. 24.00
AutoCAD SHX Text
EL. 21.50 18" OUT NORTH
AutoCAD SHX Text
EL. 20.50
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS5
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
EL. 21.00 18" OUT WEST
AutoCAD SHX Text
EL. 20.00
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS6
AutoCAD SHX Text
EL. 22.30
AutoCAD SHX Text
EL. 19.50 18" OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS7
AutoCAD SHX Text
EL. 22.30
AutoCAD SHX Text
EL. 19.46 18" IN NORTH & OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
FDOT TYPE C INLET (INDEX 232)
AutoCAD SHX Text
DS8
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
EL. 19.24 18" OUT SOUTH
AutoCAD SHX Text
EL. N/A
AutoCAD SHX Text
18" ADS IN-LINE DRAIN W/ ADS ELBOW
AutoCAD SHX Text
18" CONCRETE MITERED END 3 TO 1 SLOPE
AutoCAD SHX Text
18" ADS IN-LINE DRAIN W/ ADS "T"
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DP1
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
LF
AutoCAD SHX Text
1.43%%%
AutoCAD SHX Text
SWMF1
AutoCAD SHX Text
STORM WATER MANAGEMENT FACILITY SCHEDULE
AutoCAD SHX Text
EL. 24.50
AutoCAD SHX Text
22.00 EL.
AutoCAD SHX Text
3 TO 1
AutoCAD SHX Text
DRAINAGE PIPE SCHEDULE
AutoCAD SHX Text
1.10 AC.
AutoCAD SHX Text
ALL ADS PIPE SHALL BE AS SHOWN OR EQUAL ALL PERFORATED PIPE SHALL HAVE A GRAVEL PACK ALL ADS PIPE SHALL BE RATED N-12 SEE CONSTRUCTION DETAILS.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BASIN AREA
AutoCAD SHX Text
TOP OF BANK ELEV.
AutoCAD SHX Text
SIDE SLOPE
AutoCAD SHX Text
BOTTOM ELEV.
AutoCAD SHX Text
WATERSHED AREA
AutoCAD SHX Text
18"
AutoCAD SHX Text
86
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP2
AutoCAD SHX Text
72
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP3
AutoCAD SHX Text
74
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP4
AutoCAD SHX Text
67
AutoCAD SHX Text
ADS
AutoCAD SHX Text
DP5
AutoCAD SHX Text
22
AutoCAD SHX Text
ADS
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
0.48%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
DP6
AutoCAD SHX Text
112
AutoCAD SHX Text
ADS
AutoCAD SHX Text
18"
AutoCAD SHX Text
0.20%%%
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
NEIL
AutoCAD SHX Text
CARROLL
AutoCAD SHX Text
M
AutoCAD SHX Text
C
AutoCAD SHX Text
1" = 40'
AutoCAD SHX Text
Bureau of Design and Construction
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
Office of Operations
AutoCAD SHX Text
Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNER :
AutoCAD SHX Text
PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
475 Harrison Avenue, suite 200
AutoCAD SHX Text
Panama City , Florida 32401
AutoCAD SHX Text
Phone: 850-763-5730
AutoCAD SHX Text
Fax: 850-763-5744
AutoCAD SHX Text
Professional Engineering Consultants
AutoCAD SHX Text
STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7288
AutoCAD SHX Text
CARROLL
AutoCAD SHX Text
ENGINEERING, INC.
AutoCAD SHX Text
C
AutoCAD SHX Text
M
AutoCAD SHX Text
NEIL
AutoCAD SHX Text
C102
AutoCAD SHX Text
PROFESSIONAL NAME
AutoCAD SHX Text
LICENSE NUMBER
AutoCAD SHX Text
JFP
AutoCAD SHX Text
JFP
AutoCAD SHX Text
SDM
AutoCAD SHX Text
06-29-2016
AutoCAD SHX Text
C102
AutoCAD SHX Text
N2003
AutoCAD SHX Text
ADDED SIDEWALK & GRADES
AutoCAD SHX Text
09/12/16
Page 10: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

PALM TREE STAKING DETAILPalm Detai-Staking-Clipped

CONTAINERIZED SHRUB PLANTING DETAIL

©

SHRUB-PLANTING

TREE PLANTING AND GUYING DETAIL

©

TREEGUYING DETAIL

GROUNDCOVER PLANTING©

GROUNDCOVER DETAIL2

BED EDGING DETAIL

©

BED EDGING DETAIL

SOD DETAIL AT PAVING©

SOD AT PAVING

GU

LF

C

OU

NT

Y B

EA

CO

N H

ILL V

ET

ER

AN

S M

EM

OR

IA

L P

AR

K

LA

ND

SC

AP

E D

ET

AILS

GU

LF

C

OU

NT

Y B

EA

CO

N H

ILL

VE

TE

RA

NS

M

EM

OR

IA

L P

AR

K IM

PR

OV

EM

EN

TS

2424

JEN

KS

AV

ENU

E, S

UIT

E B

PHO

NE:

850

769

335

7 F

AX

: 850

763

041

0

VB

A D

ESIG

N, I

NC

.

AA

260

0253

3

PAN

AM

A C

ITY

, FLO

RID

A 3

2405

DOLPHIN STRUCTURE @ LAWNDOLPHIN STRUCTURE

ELEVATED CURB AT AMPHITHEATER ELEVATED CURB AT AMPHITHEATER

©

AutoCAD SHX Text
-
AutoCAD SHX Text
GALVANIZED FASTENER
AutoCAD SHX Text
6"
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
L101
AutoCAD SHX Text
2
AutoCAD SHX Text
45° MAX
AutoCAD SHX Text
IF ROOTBALL IS WRAPPED IN PLASTIC, REMOVE COMPLETELY BEFORE PLANTING.
AutoCAD SHX Text
EARTH SAUCER BEYOND EDGE OF ROOTBALL.
AutoCAD SHX Text
18"
AutoCAD SHX Text
2" X 4" GROUND STAKE
AutoCAD SHX Text
GALVANIZED FASTENER
AutoCAD SHX Text
2" X 4" PROP. STAKE
AutoCAD SHX Text
2" X 4" CHOCKS DO NOT NAIL TO TREE
AutoCAD SHX Text
METAL STRAPPING AROUND CHOCKS
AutoCAD SHX Text
STRAIGHT TRUNK MATCHED 10" D.B.H. MIN. SEE PLAN FOR HEIGHT.
AutoCAD SHX Text
FRONDS TO BE HURRICANE CUT PRIOR TO DELIVERY.
AutoCAD SHX Text
CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES. TOP OF ROOTBALL LEVEL WITH OR SLIGHTLY ABOVE SURROUNDING GRADE. REMOVE CONTAINER BEFORE PLANTING. CLEANLY PRUNE ANY ENCIRCLING ROOTS. MULCH COMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL. HAND TAMP AND WATER TO ELIMINATE AIR POCKETS. OVER-EXCAVATE PLANT PIT, THEN MOUND AND TAMP SOIL TO SUPPORT ROOT BALL.
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
L101
AutoCAD SHX Text
4
AutoCAD SHX Text
2001 ALAN D. HOLT, ASLA
AutoCAD SHX Text
2x ROOTBALL
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
1
AutoCAD SHX Text
L101
AutoCAD SHX Text
2001 ALAN D. HOLT, ASLA
AutoCAD SHX Text
NOTES: 1. LEAVE 10" OF STAKE ABOVE GRADE FOR REMOVAL. 2. TREE SHALL BE SECURED WITH 3 GUY WIRES SPACED 120" APART. TREE SHALL STAND PLUMB. GUY WIRES TO BE REMOVED AT END OF GUARANTEE PERIOD.
AutoCAD SHX Text
EARTH SAUCER BEYOND EDGE OF ROOTBALL.
AutoCAD SHX Text
COMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL. HAND TAMP AND WATER TO ELIMINATE AIR POCKETS. OVER-EXCAVATE PLANT PIT, THEN MOUND AND TAMP SOIL TO SUPPORT ROOT BALL.
AutoCAD SHX Text
WOOD DEADMEN (3).
AutoCAD SHX Text
NOTE: REMOVE CONTAINER BEFORE PLANTING. CLEANLY PRUNE ANY ENCIRCLING ROOTS. IF ROOTS ARE BALLED AND BURLAPPED, REMOVE WIRE BASKET, ALL STRAPS AND TOP OF BURLAP.13 OF BURLAP.
AutoCAD SHX Text
TOP OF ROOTBALL LEVEL WITH SURROUNDING GRADE.
AutoCAD SHX Text
CLEANLY PRUNE DAMAGED, DISEASED AND/OR WEAK BRANCHES. DO NOT PRUNE CENTRAL LEADER.
AutoCAD SHX Text
HOSE (3 CONNECTIONS). HIGH QUALITY BRAIDED RUBBER.
AutoCAD SHX Text
TURNBUCKLE (3). GALVANIZED OR DIP-PAINTED.
AutoCAD SHX Text
GUY WIRES (3), ORANGE FLAG ON EACH TO INCREASE VISIBILITY.
AutoCAD SHX Text
MULCH
AutoCAD SHX Text
48" O.C.
AutoCAD SHX Text
SPACING "D"
AutoCAD SHX Text
6" O.C.
AutoCAD SHX Text
10" O.C.
AutoCAD SHX Text
15" O.C.
AutoCAD SHX Text
12" O.C.
AutoCAD SHX Text
24" O.C.
AutoCAD SHX Text
18" O.C.
AutoCAD SHX Text
30" O.C.
AutoCAD SHX Text
8" 0.C.
AutoCAD SHX Text
36" O.C.
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
3
AutoCAD SHX Text
L101
AutoCAD SHX Text
SPACING VARIES
AutoCAD SHX Text
2001 ALAN D. HOLT, ASLA
AutoCAD SHX Text
41.6"
AutoCAD SHX Text
6.93"
AutoCAD SHX Text
5.2"
AutoCAD SHX Text
8.66"
AutoCAD SHX Text
10.4"
AutoCAD SHX Text
15.6"
AutoCAD SHX Text
13.0"
AutoCAD SHX Text
20.8"
AutoCAD SHX Text
26.0"
AutoCAD SHX Text
30.0"
AutoCAD SHX Text
.072
AutoCAD SHX Text
4.61
AutoCAD SHX Text
2.6
AutoCAD SHX Text
1.66
AutoCAD SHX Text
1.15
AutoCAD SHX Text
.512
AutoCAD SHX Text
.733
AutoCAD SHX Text
.33
AutoCAD SHX Text
.185
AutoCAD SHX Text
.128
AutoCAD SHX Text
UNDISTURBED SUBGRADE
AutoCAD SHX Text
2" LAYER OF COMPACTED SOIL FOR MASS PLANTINGS
AutoCAD SHX Text
REMOVE PLANTS FROM CONTAINERS PRIOR TO PLANTING
AutoCAD SHX Text
MULCH
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
NOTE: FOR USE ONLY WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH OTHER AS SHOWN
AutoCAD SHX Text
NUMBER OF PLANTS
AutoCAD SHX Text
"D"
AutoCAD SHX Text
ROW "A"
AutoCAD SHX Text
"D"
AutoCAD SHX Text
"A"
AutoCAD SHX Text
"D"
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
L101
AutoCAD SHX Text
6
AutoCAD SHX Text
PLANTING MIX
AutoCAD SHX Text
TUCK EDGE OF MULCH
AutoCAD SHX Text
MULCH
AutoCAD SHX Text
SOD
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
2001 ALAN D. HOLT, ASLA
AutoCAD SHX Text
L101
AutoCAD SHX Text
5
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
2001 ALAN D. HOLT, ASLA
AutoCAD SHX Text
X
AutoCAD SHX Text
CENTIPEDE 1-1/2"
AutoCAD SHX Text
SUITABLE PLANTING SOIL- MOISTEN BEFORE LAYING SOD
AutoCAD SHX Text
BERMUDA 1"
AutoCAD SHX Text
ST. AUGUSTINE 2"
AutoCAD SHX Text
RECESS SOD AS SHOWN BELOW
AutoCAD SHX Text
EDGE OF PAVEMENT OR SIDEWALK
AutoCAD SHX Text
NOTES: 1. LAY SOD TIGHTLY WITH NO GAPS GREATER THAN 1/8" 2. KEEP SOIL MOIST UNTIL SOD IS FULLY ROOTED. 3. DO NOT INSTALL SOD UNTIL IRRIGATION SYSTEM IS FUNCTIONAL.
AutoCAD SHX Text
Bureau of Design and Construction
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
Office of Operations
AutoCAD SHX Text
Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNER :
AutoCAD SHX Text
Consultant :
AutoCAD SHX Text
PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
L101
AutoCAD SHX Text
ADH
AutoCAD SHX Text
ADH
AutoCAD SHX Text
ADH
AutoCAD SHX Text
6-29-16
AutoCAD SHX Text
www.collinsarchitects.net
AutoCAD SHX Text
FAX: 850 763 0410
AutoCAD SHX Text
465 HARRISON AVENUE
AutoCAD SHX Text
PANAMA CITY, FLORIDA 32401
AutoCAD SHX Text
COLLINS & ASSOCIATES, INC.
AutoCAD SHX Text
ARCHITECTS AND PLANNERS
AutoCAD SHX Text
AA C000558
AutoCAD SHX Text
TELEPHONE 850 769 3357
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
L101
AutoCAD SHX Text
7
AutoCAD SHX Text
16"+/-
AutoCAD SHX Text
1/2x13x36" LG. THREADED ROD WITH 2-1/2X13 HEX NUTS & 2-1/2" FLAT & LOCK WASHERS, CUT ROD TO FIT INSIDE RECESSED HOLES IN POST
AutoCAD SHX Text
DRILL THRU BOTH POSTS 1/2" DIA. HOLE & COUNTER SINK ALL HOLES 2" DIA. x 1 1/2" DEPTH.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
EXISTING ROADWAY
AutoCAD SHX Text
2" DIA. ROPE x 10' LG.-LOOP AROUND POST FOUR TIMES AND NAIL IN PLACE. TIE BOTH ENDS TO PREVENT FRAYING.
AutoCAD SHX Text
16" +/- DIAMETER PRESSURE TREATED POST
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
100% - FOR PERMIT
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
LA#0001659
AutoCAD SHX Text
JUNE 29, 2016
AutoCAD SHX Text
SEPTEMBER 12, 2016
AutoCAD SHX Text
SCALE 1"-1'-0"
AutoCAD SHX Text
L101
AutoCAD SHX Text
8
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
COMPACTED AGGREGATE BASE
AutoCAD SHX Text
CONCRETE RIBBON CURB 3000 PSI @ 28 DAYS FINISH: HAND RUBBED
AutoCAD SHX Text
2016 ALAN D. HOLT, ASLA
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
#4 @1'-6" O.C., TYP. SEE STRUCTURAL DRAWINGS FOR COVER REQUIREMENTS
AutoCAD SHX Text
(2) #4 CONT. TOP AND BOTTOM AS SHOWN
AutoCAD SHX Text
(2) #4 CONT.
AutoCAD SHX Text
A
AutoCAD SHX Text
9/12/16
Page 11: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

BEACON HILL PARK ROADASPHALT

GU

LF

C

OU

NT

Y B

EA

CO

N H

ILL V

ET

ER

AN

S M

EM

OR

IA

L P

AR

K

IR

RIG

AT

IO

N P

LA

N

GU

LF

C

OU

NT

Y B

EA

CO

N H

ILL

VE

TE

RA

NS

M

EM

OR

IA

L P

AR

K IM

PR

OV

EM

EN

TS

AutoCAD SHX Text
24.00
AutoCAD SHX Text
24.3
AutoCAD SHX Text
23.5
AutoCAD SHX Text
23.3
AutoCAD SHX Text
23.6
AutoCAD SHX Text
22.7
AutoCAD SHX Text
22.4
AutoCAD SHX Text
23.1
AutoCAD SHX Text
23.2
AutoCAD SHX Text
23.3
AutoCAD SHX Text
23.5
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.4
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.2
AutoCAD SHX Text
24.2
AutoCAD SHX Text
24.1
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.8
AutoCAD SHX Text
24.41
AutoCAD SHX Text
24.57
AutoCAD SHX Text
24.85
AutoCAD SHX Text
24.86
AutoCAD SHX Text
24.55
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.2
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.5
AutoCAD SHX Text
23.6
AutoCAD SHX Text
23.7
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.2
AutoCAD SHX Text
24.0
AutoCAD SHX Text
24.5
AutoCAD SHX Text
24.3
AutoCAD SHX Text
23.8
AutoCAD SHX Text
23.6
AutoCAD SHX Text
23.6
AutoCAD SHX Text
24.2
AutoCAD SHX Text
23.2
AutoCAD SHX Text
24.05
AutoCAD SHX Text
24.06
AutoCAD SHX Text
24.02
AutoCAD SHX Text
24.10
AutoCAD SHX Text
23.94
AutoCAD SHX Text
24.08
AutoCAD SHX Text
25.54
AutoCAD SHX Text
25.90
AutoCAD SHX Text
25.85
AutoCAD SHX Text
23.85
AutoCAD SHX Text
23.39
AutoCAD SHX Text
23.62
AutoCAD SHX Text
23.25
AutoCAD SHX Text
23.50
AutoCAD SHX Text
23.51
AutoCAD SHX Text
23.52
AutoCAD SHX Text
24.11
AutoCAD SHX Text
23.4
AutoCAD SHX Text
23.52
AutoCAD SHX Text
23.78
AutoCAD SHX Text
23.53
AutoCAD SHX Text
23.42
AutoCAD SHX Text
23.92
AutoCAD SHX Text
25.08
AutoCAD SHX Text
24.84
AutoCAD SHX Text
24.68
AutoCAD SHX Text
24.53
AutoCAD SHX Text
24.50
AutoCAD SHX Text
24.30
AutoCAD SHX Text
24.30
AutoCAD SHX Text
24.32
AutoCAD SHX Text
24.66
AutoCAD SHX Text
24.84
AutoCAD SHX Text
24.20
AutoCAD SHX Text
24.3
AutoCAD SHX Text
24.4
AutoCAD SHX Text
23.82
AutoCAD SHX Text
23.78
AutoCAD SHX Text
24.0
AutoCAD SHX Text
23.99
AutoCAD SHX Text
24.02
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
14
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
27
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
54
AutoCAD SHX Text
69
AutoCAD SHX Text
55
AutoCAD SHX Text
70
AutoCAD SHX Text
56
AutoCAD SHX Text
71
AutoCAD SHX Text
57
AutoCAD SHX Text
72
AutoCAD SHX Text
58
AutoCAD SHX Text
73
AutoCAD SHX Text
59
AutoCAD SHX Text
74
AutoCAD SHX Text
60
AutoCAD SHX Text
75
AutoCAD SHX Text
61
AutoCAD SHX Text
76
AutoCAD SHX Text
62
AutoCAD SHX Text
77
AutoCAD SHX Text
63
AutoCAD SHX Text
78
AutoCAD SHX Text
64
AutoCAD SHX Text
79
AutoCAD SHX Text
65
AutoCAD SHX Text
80
AutoCAD SHX Text
66
AutoCAD SHX Text
81
AutoCAD SHX Text
67
AutoCAD SHX Text
82
AutoCAD SHX Text
68
AutoCAD SHX Text
83
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
WOOD SANDBOX
AutoCAD SHX Text
WOOD SAND BOX
AutoCAD SHX Text
PVC PIPE SANDBOX
AutoCAD SHX Text
WOOD FRAME JUNGLE-JIM
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
2.5' ROPE FENCE TO REMAIN
AutoCAD SHX Text
2.5' ROPE FENCE
AutoCAD SHX Text
70.6'
AutoCAD SHX Text
22.8'
AutoCAD SHX Text
15.6'
AutoCAD SHX Text
39.7'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
WOOD BRIDGE
AutoCAD SHX Text
WOOD FRAME BUILDING
AutoCAD SHX Text
BRICK MONUMENT
AutoCAD SHX Text
4.4'
AutoCAD SHX Text
2.7'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
8.2'
AutoCAD SHX Text
20.4'
AutoCAD SHX Text
13.5'
AutoCAD SHX Text
3.9'
AutoCAD SHX Text
30.6'
AutoCAD SHX Text
30.5'
AutoCAD SHX Text
40.2'
AutoCAD SHX Text
50.2'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
20.0'
AutoCAD SHX Text
5.1'
AutoCAD SHX Text
5.0'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
9.9'
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.0'
AutoCAD SHX Text
2.9'
AutoCAD SHX Text
3.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
CONC PADS
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
7.7'
AutoCAD SHX Text
15.6'
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EOP
AutoCAD SHX Text
LIGHTKEEPERS DRIVE
AutoCAD SHX Text
COVERED SIGN
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
EOP
AutoCAD SHX Text
WOOD DECK & BROAD WALK
AutoCAD SHX Text
BLOCK BUILDING RESTROOM
AutoCAD SHX Text
16.1'
AutoCAD SHX Text
16.0'
AutoCAD SHX Text
COVERED CONC
AutoCAD SHX Text
21.3'
AutoCAD SHX Text
40.1'
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
10" PALM TREE
AutoCAD SHX Text
35
AutoCAD SHX Text
36
AutoCAD SHX Text
37
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
40
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
44
AutoCAD SHX Text
45
AutoCAD SHX Text
46
AutoCAD SHX Text
47
AutoCAD SHX Text
48
AutoCAD SHX Text
49
AutoCAD SHX Text
50
AutoCAD SHX Text
51
AutoCAD SHX Text
52
AutoCAD SHX Text
53
AutoCAD SHX Text
84
AutoCAD SHX Text
85
AutoCAD SHX Text
8' WOOD/ METAL BENCH
AutoCAD SHX Text
87
AutoCAD SHX Text
86
AutoCAD SHX Text
PUMP HOUSE
AutoCAD SHX Text
25 LIVE OAK
AutoCAD SHX Text
QUERCUS VIRGINIANA
AutoCAD SHX Text
2" CAL. MATCHED
AutoCAD SHX Text
%%UCANOPY TREES
AutoCAD SHX Text
SABAL PALMETTO
AutoCAD SHX Text
8 CABBAGE PALM
AutoCAD SHX Text
10-14' HEIGHT STAGGERED
AutoCAD SHX Text
30 PURPLE MUHLY GRASS
AutoCAD SHX Text
MUHLENBERGIA CAPILLARIS
AutoCAD SHX Text
1 GAL 42" O.C.
AutoCAD SHX Text
%%uLANDSCAPE LEGEND
AutoCAD SHX Text
%%UGROUNDCOVER
AutoCAD SHX Text
40,000%%P S.F. INCLUDING 10%%% FOR WASTE
AutoCAD SHX Text
BERMUDA SOD
AutoCAD SHX Text
CYANODON DACTYLON
AutoCAD SHX Text
DOLPHIN - SEE DETAIL 7/L101
AutoCAD SHX Text
SINGLE PILING SIMILAR TO 7/L101
AutoCAD SHX Text
AMPHITHEATER EDGING - SEE DETAIL 8/L101
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1
AutoCAD SHX Text
1"
AutoCAD SHX Text
12.20
AutoCAD SHX Text
2
AutoCAD SHX Text
1"
AutoCAD SHX Text
20.36
AutoCAD SHX Text
3
AutoCAD SHX Text
1"
AutoCAD SHX Text
21.22
AutoCAD SHX Text
1-1/4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1-1/4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1-1/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
4
AutoCAD SHX Text
1"
AutoCAD SHX Text
11.50
AutoCAD SHX Text
POINT OF CONNECTION IS NEW PUMP AND WELL. SEE NOTE #3 FOR SYSTEM REQUIREMENTS.
AutoCAD SHX Text
1"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1" ELECTRIC REMOTE CONTROL VALVE
AutoCAD SHX Text
5004-PC W/ 2.0 LOW ANGLE NOZZLE
AutoCAD SHX Text
5004-PC W/ 1.0 LOW ANGLE NOZZLE
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
20
AutoCAD SHX Text
13
AutoCAD SHX Text
6 STATION CONTROLLER
AutoCAD SHX Text
MINI-CLIK RAIN SENSOR
AutoCAD SHX Text
ESP-6LXi PLUS
AutoCAD SHX Text
100-PGA
AutoCAD SHX Text
A
AutoCAD SHX Text
1"
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
1.05 @ 45 PSI
AutoCAD SHX Text
2.02 @ 45 PSI
AutoCAD SHX Text
MODEL (RAINBIRD UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
KEY
AutoCAD SHX Text
IRRIGATION SCHEDULE
AutoCAD SHX Text
GALLONS PER MINUTE
AutoCAD SHX Text
A
AutoCAD SHX Text
1400 BUBBLER
AutoCAD SHX Text
46
AutoCAD SHX Text
.25 GPM
AutoCAD SHX Text
IRRIGATION NOTES: 1.LOCATE ALL UTILITIES BEFORE DIGGING. PROTECT ALL UTILITIES FROM DAMAGE DURING LOCATE ALL UTILITIES BEFORE DIGGING. PROTECT ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. 2.PIPE ROUTING IS DIAGRAMMATIC. PLACE IRRIGATION LINES WITHIN PLANTING AND TURF PIPE ROUTING IS DIAGRAMMATIC. PLACE IRRIGATION LINES WITHIN PLANTING AND TURF AREAS UNLESS SLEEVING IS INDICATED. ROUTE PIPING TO AVOID TREE LOCATIONS. LOCATE MAINLINE AND VALVE BOXES WITHIN PROPERTY LINES. 3.SYSTEM IS DESIGNED TO OPERATE AT 22 GPM AT 70 PSI. SYSTEM IS DESIGNED TO OPERATE AT 22 GPM AT 70 PSI. 4.PROCURE ALL NECESSARY PERMITS TO COMPLETE INSTALLATION OF IRRIGATION SYSTEM PROCURE ALL NECESSARY PERMITS TO COMPLETE INSTALLATION OF IRRIGATION SYSTEM PER STATE AND LOCAL CODES. 5.JET OR BORE FOR SLEEVING WHERE NECESSARY TO ACCOMMODATE LATERAL LINES, MAIN JET OR BORE FOR SLEEVING WHERE NECESSARY TO ACCOMMODATE LATERAL LINES, MAIN LINES, OR CONTROL WIRE. 6.PROVIDE A MINIMUM 12" COVER OVER LATERAL LINES AND A MINIMUM OF 18" COVER PROVIDE A MINIMUM 12" COVER OVER LATERAL LINES AND A MINIMUM OF 18" COVER OVER MAINLINES. 7.INSTALL ALL ELECTRICAL SERVICE TO MEET LOCAL CODES. INSTALL ALL ELECTRICAL SERVICE TO MEET LOCAL CODES. 8.PROVIDE POP-UP SPRINKLERS ONLY. MOUNT SPRINKLERS ON POLY PIPE WITH BARBED PROVIDE POP-UP SPRINKLERS ONLY. MOUNT SPRINKLERS ON POLY PIPE WITH BARBED FASTENERS UNLESS OTHERWISE SPECIFIED IN PROVIDED DETAILS. 9.MOUNT HEADS FLUSH WITH FINISHED GRADE. INSTALL HEADS 6" OFF ALL SIDEWALKS AND MOUNT HEADS FLUSH WITH FINISHED GRADE. INSTALL HEADS 6" OFF ALL SIDEWALKS AND 1' FROM BUILDING WALLS. 10.INSTALL VALVES IN 15" BOXES WITH TAMPER RESISTANT LIDS. INSTALL VALVES IN 15" BOXES WITH TAMPER RESISTANT LIDS. 11.ALL IRRIGATION CONTROL WIRE TO BE 14-GAUGE WIRE. PROVIDE WHITE FOR COMMON, ALL IRRIGATION CONTROL WIRE TO BE 14-GAUGE WIRE. PROVIDE WHITE FOR COMMON, RED FOR HOT, AND A SPARE BLUE WIRE PARALLEL TO COMMON THROUGHOUT THE ENTIRE SYSTEM. 12.MAKE ALL WIRE SPLICES WITH WATERPROOF SPLICE KITS RATED FOR DIRECT BURIAL. MAKE ALL WIRE SPLICES WITH WATERPROOF SPLICE KITS RATED FOR DIRECT BURIAL. NEATLY COIL 30" OF SLACK WIRE IN VALVE BOX. 13.ADJUST HEADS TO MAXIMIZE COVERAGE AND MINIMIZE OVERSPRAY. ADJUST HEADS TO MAXIMIZE COVERAGE AND MINIMIZE OVERSPRAY. 14.SEE SHEET IP2 FOR INSTALLATION DETAILS.SEE SHEET IP2 FOR INSTALLATION DETAILS.
AutoCAD SHX Text
GALLONS PER MINUTE
AutoCAD SHX Text
ZONE NUMBER
AutoCAD SHX Text
VALVE SIZE
AutoCAD SHX Text
IRRIGATION LEGEND
AutoCAD SHX Text
1-1/2" SCH. 40 MAINLINE CLASS 200 LATERALS, SIZE AS NOTED 6" SCH. 40 SLEEVE
AutoCAD SHX Text
1
AutoCAD SHX Text
1-1/2"
AutoCAD SHX Text
35
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
1.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
2.0 LA
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
STUB-OUT MAINLINE FOR FUTURE CONNECTION
AutoCAD SHX Text
5
AutoCAD SHX Text
1"
AutoCAD SHX Text
20.35
AutoCAD SHX Text
1-1/4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
1806-PRS-15VAN
AutoCAD SHX Text
11
AutoCAD SHX Text
.92-1.85
AutoCAD SHX Text
VAN
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
60
AutoCAD SHX Text
80
AutoCAD SHX Text
Bureau of Design and Construction
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
Office of Operations
AutoCAD SHX Text
Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNER :
AutoCAD SHX Text
Consultant :
AutoCAD SHX Text
PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
L200
AutoCAD SHX Text
ADH
AutoCAD SHX Text
ADH
AutoCAD SHX Text
ADH
AutoCAD SHX Text
6-29-16
AutoCAD SHX Text
100% - FOR PERMIT
AutoCAD SHX Text
F
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
LA#0001659
AutoCAD SHX Text
JUNE 29, 2016
Page 12: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas
Page 13: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas
Page 14: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 1

 

 

 

    

PART 1 - GENERAL  

 1.1 RELATED DOCUMENTS  

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

 

 1.2 SUMMARY  

A. Section Includes:  

1. Cast dimensional characters.  

 1.3 COORDINATION  

A. Furnish templates for placement of electrical service embedded in permanent construction by other installers.

 

 1.4 ACTION SUBMITTALS  

A. Product Data: For each type of product.  

B. Shop Drawings: For dimensional letter signs.  

1. Include fabrication and installation details and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by

others, and accessories. 3. Show message list, typestyles, graphic elements, and layout for each sign at least 1/2” =

1’-0” scale. 4. Show locations of electrical service connections. 5. Include diagrams for power, signal, and control wiring.

 C. Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed

finish.  

1. Include representative Samples of available typestyles and graphic symbols.  

D. Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:

 1. Dimensional Characters: Half-size Sample of dimensional character. 2. Exposed Accessories: Half-size Sample of each accessory type.

Page 15: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 3

 

 

  1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

 1.6 CLOSEOUT SUBMITTALS  

A. Maintenance Data: For signs to include in maintenance manuals.  

 1.7 QUALITY ASSURANCE  

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

 

 1.8 FIELD CONDITIONS 1.9 WARRANTY

A. Special Warranty: Manufacturer.s standard form in which manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty p;eriod.

1. Failures include, but are not limited to the following.

a. Deterioration of metal and polymer finishes beyond normal weathering. b. Deterioration of embedced graphic image colors and sign lamination.

2. Warranty Period: Five years from date of Substantial Completion.

 B. Field Measurements: Verify locations of electrical service embedded in permanent construction by

other installers by field measurements before fabrication, and indicate measurements on Shop Drawings.

 

 PART 2 - PRODUCTS

 

 2.1 PERFORMANCE REQUIREMENTS  

A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design sign structure and anchorage of dimensional character sign typeto withstand design loads as indicated on Drawings.

C. Structural Performance: Signs and supporting elements shall withstand the effects of gravity and

other loads.  

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

 

 2.2 DIMENSIONAL CHARACTERS  

A. Cast Characters as shown on drawing A-201: Characters with uniform faces, sharp corners, and

Page 16: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 3

 

 

precisely formed lines and profiles, and as follows:  

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

 a. ACE Sign Systems, Inc. b. Allen Markings International. c. APCO Graphics, Inc. d. A. R. K. Ramos Signage Systems. e. ASI Sign Systems, Inc. f. Diskey Sign Company. g. Gemini Incorporated. h. Matthews International Corporation; Bronze Division. i. Metal Arts; Division of L & H Mfg. Co. j. Metallic Arts. k. Seton Identification Products. l. Southwell Company (The).

 2. Character Material: Cast aluminum. 3. Character Height: As indicated on drawings. 4. Thickness: Manufacturer's standard for size of character. 5. Finishes:

a. Integral Aluminum Finish: Anodized b l a c k color as selected by Architect f r o m industry colors and color densities.

6. Mounting: Projecting studs with two inch long leg mounts. Signage Letters shall be pin mounted. 7. Typeface: Times Roman or as approved by Owner.

 

 2.3 DIMENSIONAL CHARACTER MATERIALS

 A. Aluminum Castings: ASTM B 26/B 26M, alloy and temper recommended by sign

manufacturer for casting process used and for type of use and finish indicated.  

 2.4 ACCESSORIES

 A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage,

noncorrosive and compatible with each material joined, and complying with the following:  

1. Use concealed fasteners and anchors unless indicated to be exposed. 2. For exterior exposure, furnish stainless-steel devices unless otherwise indicated. 3. Exposed Metal-Fastener Components, General:

 a. Fabricated from same basic metal and finish of fastened metal unless otherwise

indicated. b. Projecting Studs: Threaded studs with sleeve spacer, welded or brazed to back of

sign material, screwed into back of sign assembly, or screwed into tapped lugs cast integrally into back of cast sign material, unless otherwise indicated.

 

 2.5 FABRICATION

 A. General: Provide manufacturer's standard sign assemblies according to requirements indicated.

Page 17: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 3

 

 

 1. Preassemble signs and assemblies in the shop to greatest extent possible. Disassemble

signs and assemblies only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation; apply markings in locations concealed from view after final assembly.

2. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention.

Page 18: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 5

 

 

  

3. Comply with AWS for recommended practices in welding and brazing. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed connections of flux, and dress exposed and contact surfaces.

4. Conceal connections if possible; otherwise, locate connections where they are inconspicuous.

5. Internally brace signs for stability and for securing fasteners. 6. Provide rebates, lugs, and brackets necessary to assemble components and to attach to

existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match sign finish.

7. Castings: Fabricate castings free of warp, cracks, blowholes, pits, scale, sand holes, and other defects that impair appearance or strength. Grind, wire brush, sandblast, and buff castings to remove seams, gate marks, casting flash, and other casting marks before finishing.

 

 2.6 GENERAL FINISH REQUIREMENTS  

A. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

 B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

 

 2.7 ALUMINUM FINISHES  

A. Color Anodic Finish: AAMA 611, Class I, 0.018 mm or thicker.

PART 3 - EXECUTION

3.1 EXAMINATION  

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of signage work.

 B. Verify that sign-support surfaces are within tolerances to accommodate signs without gaps or

irregularities between backs of signs and support surfaces unless otherwise indicated.  

C. Verify that electrical service is correctly sized and located to accommodate signs.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

 3.2 INSTALLATION  

A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.

Page 19: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

101419 - 5

 

 

  

1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation.

3. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.

 B. Mounting Methods:

 1. Projecting Studs: Using a template, drill holes in substrate aligning with studs on back of

sign. Remove loose debris from hole and substrate surface.  

a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place spacers on studs, place sign in position, and push until spacers are pinched between sign and substrate, embedding the stud ends in holes. Temporarily support sign in position until adhesive fully sets.

b. Thin or Hollow Surfaces: Place spacers on studs, place sign in position with spacers pinched between sign and substrate, and install washers and nuts on stud ends projecting through opposite side of surface, and tighten.

 

 3.3 ADJUSTING AND CLEANING  

A. Remove and replace damaged or deformed characters and signs that do not comply with specified requirements. Replace characters with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

 B. Remove temporary protective coverings and strippable films as signs are installed.

 C. On completion of installation, clean exposed surfaces of signs according to manufacturer's

written instructions, and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.

 

 EN`D OF SECTION 101419

Page 20: Florida Department of Governor Environmental Protection · DEP Bid No. BDC06-16/17, Addendum #4, Page 1 of 3 Florida Department of Environmental Protection Marjory Stoneman Douglas

SECTION – 101419 DIMENSIONAL LETTER SIGNAGE

` 101419 - 5