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ASPHALT
0.02
SIDEWALK
WO
RK
LIM
IT
2'8'
TYPE "B" STABILIZATION
LBR 40 (12" MINUMUM)
0.0
2
BASE
0.02
2'5'
2'
0.02
SIDEWALK
10'
WO
RK
LIM
IT
L CONST.C
TYPICAL SECTIONN.T.S.
8.5'
BIKE
LANE LANE
BIKE
8.5'
4"
4"
TYPE 'F' CURB & GUTTER
GRADE
PROFILE
6' 2'
78' ±
TYPE 'F' CURB & GUTTER
12' 12'
EXIST. GROUND
EXIST. GROUND
2" ASPHALT, TYPE SP-9.5 (2 - 1" COURSES)
12" BASE, LIMEROCK (LBR 100)
PAVEMENT SECTION
CONTRACTOR'S SURVEY REFERENCE
RIGHT-OF-WAY AND/ OR PROPERTY LINE
TL 1500 TAX LOT NUMBER
GENERAL NOTES
1. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND ADVISE THE
ENGINEER OF ANY CONFLICTS OF REPRESENTATION BETWEEN DRAWINGS AND/OR
SPECIFICATIONS PRIOR TO COMMENCING WITH CONSTRUCTION.
2. THE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING
ANY WORK UNDER THIS CONTRACT AND NOTIFY THE ENGINEER IN WRITING OF ANY
DIFFERENCES BEFORE COMMENCING WITH ANY CONSTRUCTION.
3. HORIZONTAL COORDINATES ARE BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM.
VERTICAL ELEVATIONS ARE BASED ON NGVD 1929 DATUM.
4. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN
ANY AVAILABLE RECORD DRAWINGS AND SHALL DETERMINE THE EXACT LOCATION AND
ELEVATION IN THE FIELD. THE CONTRACTOR SHALL ANTICIPATE THAT SCANNING AND
EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE NECESSARY IN AREAS
NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES. THE
CONTRACTOR SHALL CONTACT BELLSOUTH, THE LOCAL TELEPHONE COMPANY AND
COMCAST, THE LOCAL CABLE TV PROVIDER TO VERIFY THE LOCATION OF BURIED
TELEPHONE AND CABLE TV UTILITIES. NONE HAVE BEEN INDICATED ON THE DRAWINGS.
CALL 1-800-432-4770 BEFORE DIGGING OR TRENCHING OPERATIONS BEGIN. CONTRACTOR
SHALL ALSO CONTACT KEYS ENERGY TO LOCATE SECONDARY ELECTRIC LINES.
5. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD
PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR CONNECTS TO EXISTING UTILITY
SYSTEMS. LOCATIONS OF NEW UTILITIES SHALL BE ADJUSTED IN A MANNER APPROVED BY
THE ENGINEER TO AVOID CONFLICTS. DAMAGES TO UTILITIES RESULTING FROM THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO
THE CLIENT.
6. ALL EXCAVATION, TRENCHING, SHEETING, SHORING AND BRACING SHALL BE INSTALLED AS
REQUIRED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, INCLUDING
OSHA (29 CFR 1926).
7. ALL ITEMS INDICATED TO BE REMOVED OR DEMOLISHED SHALL BE REVIEWED WITH THE
OWNER TO DETERMINE IF THE ITEM IS TO BE PROPERTY OF THE CONTRACTOR. ALL ITMES
SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS, UNLESS OTHERWISE NOTED. NO SALVAGE VALUE IS EXPRESSED
OR IMPLIED BY THESE CONTRACT DOCUMENTS FOR ANY ITEMS TO BE REMOVED OR
DEMOLISHED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONTRACTOR'S
EQUIPMENT, MATERIALS, AND PERSONNEL, AND SHALL PROVIDE ADEQUATE BARRIERS TO
PREVENT RISK TO OTHERS FROM THE CONTRACTOR'S ACTIVITIES.
9. WHERE ACTUAL DIMENSIONS AND SIZES ARE PROVIDED IN THE DRAWINGS, THEY SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGE SCALE DRAWINGS SHALL TAKE
PRECEDENCE OVER SMALL SCALE DRAWINGS.
10. THE CONTRACTOR SHALL SEQUENCE HIS OPERATIONS SUCH THAT ORANGE MESH SAFETY
FENCING IS PROVIDED ALONG ALL AREAS BEING TRENCHED AND NO TRENCH IS LEFT OPEN
AT THE END OF THE WORK DAY.
11. NO CONNECTIONS FOR THE PURPOSE OF OBTAINING WATER SUPPLY DURING
CONSTRUCTION SHALL BE MADE TO ANY FIRE HYDRANT OR BLOW-OFF STRUCTURE WITH
OUT FIRST OBTAINING A CONSTRUCTION METER FROM THE FLORIDA KEYS AQUEDUCT
AUTHORITY.
12. IF UNSATISFACTORY MATERIAL FOR ADEQUATE BEARING IS ENCOUNTERED AT THE
NORMAL SUBGRADE, THE UNSATISFACTORY MATERIAL SHALL BE REMOVED AND
REPLACED WITH SUITABLE FOUNDATION STABILIZATION MATERIAL AS SPECIFIED.
13. IN GENERAL, EXISTING STRUCTURES AND UTILITIES ARE NOTED AS EXISTING AND/OR
SHOWN IN LIGHT LINE WEIGHT. NEW CONSTRUCTION IS SHOWN IN HEAVY LINE WEIGHT.
14. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE
PROVIDED BY THE CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A FLORIDA
LICENSED PROFESSIONAL LAND SURVEYOR.
NEW CONSTRUCTION NOTES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION OF NEW UTILITIES TO
ANTICIPATE AND PLAN FOR CROSSINGS OF NEW AND EXISTING UTILITIES AND
SUBSURFACE FEATURES. UTILITY LINES SHALL HAVE PRIORITIES AS FOLLOWS:
A. GRAVITY SANITARY SEWER LINES SHALL BE CONSTRUCTED TO GRADES AS
INDICATED.
B. ANY GRAVITY UTILITY DISCOVERED TO CONFLICT WITH GRADES FOR NEW SANITARY
SEWER LINES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ENGINEER WITH POSSIBLE SOLUTIONS FOR HORIZONTAL AND VERTICAL
ADJUSTMENT.
C. POTABLE WATER LINES, ELECTRICAL, COMMUNICATION, AND CABLE TV
DISTRIBUTIONS WILL REQUIRE RELOCATION AS NECESSARY TO ACCOMMODATE
NEW SANITARY SEWER LINES. THE CONTRACTOR SHALL DETERMINE, PRIOR TO
INSTALLATION, THE METHOD BY WHICH THESE LINES SHALL BE REROUTED ABOVE
OR BELOW NEW SANITARY SEWER LINES. THE CONTRACTOR SHALL REFER TO THE
CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR SEPARATION REQUIREMENTS
BETWEEN INDIVIDUAL UTILITY LINES, BOTH HORIZONTALLY AND VERTICALLY, AND
SPECIAL TREATMENT REQUIREMENTS. THE CONTRACTOR SHALL INCLUDE IN THE
BID PRICE ANY SPECIAL TREATMENT REQUIRED FOR UTILITY INSTALLATION,
INCLUDING ADJUSTMENTS OF EXISTING UTILITIES.
2. NEW SLABS SHALL BE GRADED TO POSITIVELY DRAIN WITHOUT ANY STORMWATER
PONDING.
3. PROVIDE CONTRACTION JOINTS AT 12' O,C. MAX. JOINT PATTERNS IN PAVEMENTS AND
SIDEWALKS SHALL BE GENERALLY SQUARE. AT CURBS PROVIDE FULL DEPTH EXPANSION
JOINTS AT 100 FT. O.C. MAX, AND AT LOCATIONS WHERE STRAIGHT CURB RUNS CHAGE
DIRECTIONS. AT SIDEWALKS PROVIDE WEAKENED PLANE CONTRACTION JOINTS NOT
MORE THAN 5'=0" MAX. AND EXPANSION JOINTS AT 20-FT. O.C. MAX (TOOL ALL EDGES).
INSTALL SELF-LEVELING SEALENT AT ALL ISOLATION/ EXPANSION JOINTS.
LEGEND
GENERAL
5 KEY NOTE MARKER
9 (ON SITE PLAN) # OF PARKING SPACES
SAMPLE DETAIL
BUBBLE SYMBOLS
DETAIL/SECTION TITLESECTIONDETAIL ELEVATION
3
3
SHEET ON WHICH DETAIL/
SECTION/ELEVATION IS DRAWN
DETAIL OR SECTION DESIGNATION
(USE NUMBERS FOR
DETAILS/ELEVATIONS AND LETTERS
FOR SECTIONS)
SCALE: NTS
SINGLE REFERENCE
DETAIL TITLE BUBBLE
DETAIL REFERENCE BUBBLE
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CN-01
GENERAL
ENGINEERING
NOTES
N/A
1
BASIN 4
BASIN 3
BASIN 1
BASIN 2
F
G
D
B
A
BASIN DELINEATION
(TYP)
BASIN 5
C
E
X
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X
X
X
X
X
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PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
30' NAVY SETBACK
100'100' 0
NORTH
SCALE 1"=100'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CB-01
DRAINAGE BASIN
MAP
1" = 100'
BASIN AREASDRY RETENTION
1
1
BU
IL
DIN
G T
O R
EM
AIN
PROJECT BOUNDARY(TYP)
PROJECT BOUNDARY(TYP)
MOORING BOLLARDS TO BE REFURBISHED (TYP)
VESSEL HOOKUP TO BE ABANDONED
UTILITIES TO BE CUT & CAPPED
BUILDING TO REMAIN
STRUCTURE TO REMAIN
DURING CONSTRUCTION.
COORDINATE FUTURE DEMOLITION
STRUCTURE TO BE
DEMOLISHED
ACCESS ROAD TO REMAIN IN
SERVICE UNTIL PHASE 1B
X
X
X
X
X
X
X
CONCRETE WALL
TO BE REMOVED
ACCESS ROAD TO REMAIN IN
SERVICE DURING CONSTRUCTION
USS INGHAM UTILITIES
TO BE MAINTAINED DURING
CONSTRUCTION
MEMORIAL & TREE
TO BE RELOCATED
BUILDING TO REMAIN
CHAIN LINK FENCE & FOOTINGS ADJACENT
TO BOAT RAMP SHALL BE REMOVED
DAMAGED CONCRETE SHALL BE REPAIRED
CAISSON TO
BE REMOVED
IN THIS AREA
CONTRACTOR TO REMOVE
TRASH, RUBBLE, & DEBRIS
NEAR BUILDING 103
MA
TC
H L
IN
E
N
T
P
2
N
T
P
1
N
T
P
1
N
T
P
3
NT
P 1
NT
P 3
NTP 1
NTP 3
N.I.C.
NTP 2
N.I.C
.
NT
P 2
N.I.C.
NTP 3
N.I.C
.
NT
P 3
NTP 1
N
T
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2
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T
P
1
NTP 2
NTP 1
N
T
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.
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.
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.
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.
I
.
C
.
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T
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.
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N
T
P
1
NT
P 1
N.I.C
.
N.I.C
.
NT
P 1
NT
P 1
N
.
I
.
C
.
N
T
P
1
NT
P 2
NT
P 3
LARGE TRUCK
ENTRANCE
LEGEND
TO BE DEMOLISHED
PROJECT LIMITS
TO BE DEMOLISHED
EXISTING PAVEMENT
EXISTING CONCRETE
3' TO 4'
CONCRETE PANELS (COVERS)
CONCRETE
CONCRETE SUPPORT
NTS
Existing Concrete Utility Trench
1. EXACT DIMENSIONS AND DEPTH ARE UNKNOWN
2. TRENCH SHALL BE DEMOLISHED TO A MINIMUM OF 3 FEET
BELOW GRADE EXCEPT FOR WHEN IN CONFLICT WITH NEW
CONSTRUCTION AND SHOULD BE COMPLETELY
DEMOLISHED AT THESE LOCATIONS
3. POTENTIAL FOR FRIABLE ASBESTOS PIPE INSULATION IN
TRENCH.
60'60' 0
NORTH
SCALE 1"=60'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CS-01
SITE DEMOLITION
PLAN
1" = 60'
A. COORDINATE WORK WITH UTILITY COMPANIES; NOTIFY BEFORE STARTING WORK AND COMPLY WITH
THEIR REQUIREMENTS; OBTAIN REQUIRED PERMITS.
B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE.
C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION.
D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THAT ARE IN USE WITHOUT
AT LEAST 7 DAYS PRIOR WRITTEN NOTIFICATION TO THE OWNER'S REPRESENTATIVE AND
AUTHORITIES HAVING JURISDICTION.
E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE-OFFS THAT ARE IN USE
WITHOUT AT LEAST 3 DAYS PRIOR WRITTEN NOTIFICATION TO THE OWNER'S REPRESENTATIVE.
F. CONTRACTOR SHALL LOCATE AND MARK UTILITIES TO REMAIN; MARK USING HIGHLY VISIBLE TAGS OR
FLAGS, WITH IDENTIFICATION OF UTILITY TYPE; PROTECT FROM DAMAGE DUE TO SUBSEQUENT
CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY.
G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF
DISCONNECTED AND ABANDONED UTILITIES.
H. DO NOT BEGIN REMOVAL UNTIL VEGETATION TO BE RELOCATED HAS BEEN REMOVED AND SPECIFIED
MEASURES HAVE BEEN TAKEN TO PROTECT VEGETATION TO REMAIN.
I. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED.
J. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS;
K. CONCRETE TO BE DEMOLISHED TO BE CRUSHED AND REUSED ON SITE.
NOTES:
1
1
PROJECT BOUNDARY(TYP)
VESSEL HOOKUP TO BE ABANDONED
UTILITIES TO BE CUT & CAPPED
VESSEL HOOKUP TO BE ABANDONED
UTILITIES TO BE CUT & CAPPED
VESSEL HOOKUP TO BE ABANDONED
UTILITIES TO BE CUT & CAPPED
UTILITY STRUCTURE TO BE REMOVED
UTILITIES TO BE CUT & CAPPED
RESURFACE PER HARDSCAPE PLAN
CONCRETE WALL
TO BE REMOVED
CAISSON TO
BE REMOVED
IN THIS AREA
MA
TC
H L
IN
E
LEGEND
TO BE DEMOLISHED
PROJECT LIMITS
TO BE DEMOLISHED
EXISTING PAVEMENT
EXISTING CONCRETE
60'60' 0
NORTH
SCALE 1"=60'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CS-02
SITE DEMOLITION
PLAN
1" = 60'
1
.
50.50'
.
L
=
2
'
7
4
9
R
=
1
7
0
144.15'
5
126.65'
53.50'
7
=
L
4
2
9
1
.
R
'
=
7
.
0
5
126.65'
L
STA: 28+45.83
STA: 29+16.83
STA: 27+77.83
4
5
=
7
.
R
'
5
=
.
=
5
0
0
0
0
L
1
1
.
3
1
R
5
'
=
2
2
3
.0
59.8
2'
R
3
0
.0
'
.
1
L
6
2
=
=
6
.
2
R
4
0
'
4
0
0
STA: 25+50.26
R
3
0
.
0
'
R
3
0
.0
'
FDOT TYPE D
CURB
FDOT TYPE D
CURB
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
FDOT TYPE F
CURB & GUTTER
R
3
0
.
0
'
R
4
.
5
'
8
1
.
0
0
'
6
0
.
0
0
'
L
'
3
=
5
.
8
5
0
R
=
0
.
0
0
1
R
1
5
.
0
'
R15.0
'
R
20.0'
R
4
.
5
'
R10.0'
R
4
.
5
'
R
4.5'
R
3
8
.0
'
R
2
4
.0
'
R10.0'
R
8
.
0
'
R
8
.
0
'
R
2
5
.
0
'
R
1
0
.
0
'
R
4
.
5
'
R
1
0
.
0
'
R
4
.
5
'
R
4
.
5
'
R
5
.
0
'
FDOT TYPE D
CURB
FDOT TYPE D
CURB
21+00.00
2
2
+
0
0
.0
0
2
3
+
0
0
.
0
0
2
4
+
0
0
.
0
0
S
T
A
:
2
4
+
0
8
.
9
2
PC
C: 21+
03.63
P
T
:
2
3
+
3
0
.
2
6
21+
50.0
0
2
2
+
5
0
.
0
0
2
3
+
5
0
.
0
0
2
7
+
0
0
.
0
0
S
T
A
:
2
5
+
2
6
.
9
2
PT
: 26+
28.27
PC
: 26+
88.09
PT: 27+62.64
EP: 29+67.07
2
5
+
5
0
.
0
0
26+
50.0
0
28+
00.00
R
4
.
5
'
18
.0
'
9.0'
45.0'
81.0'
45.0'
72.0'
24.0'
18.5'
9.0
'
33
.0
'
2
4
+
5
0
.
0
0
2
5
+
0
0
.
0
0
28+
50.00
29+
00.00
29+
50.00
2
6
+
0
0
.0
0
2
7
+
5
0
.0
0
D
D
BUILDING 103
W
M
WM
ACCESSIBLE STALL
& SIGNAGE
WM
W
M
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
PROVIDE HARMONIZATION &
TRANSITION TO EXISTING
SOUTHARD STREET
±15' TRANSITION
EXISTING PAVEMENT
CURB & GUTTER
RP
Z
R
P
Z
R
P
Z
R
1
5
.
0
'
A
T
T
A
T
T
A
T
T
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
AT
T
A
T
T
A
T
T
A
T
T
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
ATT
ATT
ATT
ATT
AT
T
AT
T
AT
T
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATT
ATT
ATT
ATT
ATT
ATTATT
ATT
ATT
ATT
ATT
ATT
ATTATT
ATTATT
ATTATT
ATTATT
ATT
ATT
ATT
ATT
ATT
ATT
ATT
ATT
ATTATT
ATT
ATT
ATT
ATT
ATT
ATTATT
ATTATT
ATTATT
ATTATT
ATT
ATT
ATT
ATT
A
T
T
A
T
T
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
AT
T
AT
T
AT
T
AT
T
A
T
T
R
1
5
.
0
'
R
1
4
.
0
'
R
1
5
.
0
'
DATA LINES AS
LOCATED BY AT&T
A
T
T
A
T
T
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
BIDDING
August 30, 2015
1
CG-03
SITE GEOMETRY
PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RESPONSIBLE FOR V ERIFY ING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
1
9
.
1
L
.
=
4
9
3
8
'
=
4
R
3
.
0
9
1
L
6
2
=
=
6
.
2
R
4
0
'
4
0
0
R4.0'
R4.0
'
1
8
.
0
'
1
8
.
0
'
1
2
.
0
'
3
0
.
5
'
1
2
.
0
'
3
0
.
5
'
FDOT TYPE F
CURB & GUTTER
FDOT TYPE D
CURB
FDOT TYPE D
CURB
FDOT TYPE D
CURB
FDOT TYPE D
CURB
FDOT TYPE D
CURB
R
4
.
5
'
R
4
.
5
'
18
.0
'
12
.0
'1
2.0
'
6
0
.
0
0
'
151.92'
5
=
2
'
L
2
.
5
7
5
R
=
.
3
4
L
'
3
=
5
.
8
5
0
R
=
0
.
0
0
1
R
4
.
5
'
R10.0'
R
4
.
5
'
R
4.5'
2
0
+
0
0
.
0
0
21+00.00
2
2
+
0
0
.0
0
PC
C: 21+
03.63
2
0
+
5
0
.0
0
21+
50.0
0
E
WM
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
GRAVEL TRANSITION TO
EXISTING GRADE
ACCESSIBLE STALL
& SIGNAGE
RP
Z
R
1
5
.
0
'
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
R
1
5
.
0
'
R
3
8
.
0
'
R
1
4
.
0
'
R
4
.
5
'
R
8
.
0
'
R10.0
'
R
1
5
.
0
'
R
1
5
.
0
'
R
1
5
.
0
'
R
3
2
.
0
'
R
4
.
5
'
ACCESSIBLE STALL
& SIGNAGE
R
4
.
5
'
DATA LINES AS
LOCATED BY AT&T
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CG-05
SITE GEOMETRY
PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
1
7.70
3:1 SLOPES3 FT DEEP
STORM PIPE(TYP)
TRIPLE CHAMBERBAFFLE BOXWITH WELLG.E. = 6.80SEE CD-02 FOR DETAILS
7.26
7.76
P-6 CURBINLET (TYP)
PROJECT BOUNDARY(TYP)
PROJECT BOUNDARY(TYP)
8.16
8.42
8.16
8.63
7.40
7.98
8.0
8.0
8.0
7.64
MEG
7.93
7.64
7.26
8.16
7.86
7.48
7.608.00
8.20
8.20
8.20
7.60
7.80
7.10
7.60
7.80
8.28
7.94
7.58
7.58
7.70
7.85
7.75
7.70
7.95
7.70
8.20
8.00 8.00
8.00 8.00
8.00
8.00
7.50
7.50
8.20
8.20
7.56
5.35
7.88
8.0
9.0
8.65
8.30
7.5
7.2
7.5
6.5
7.0
7.0
9.0
9.0
7.3
7.50
7.2
7.2
7.0
8.5
9.0
8.70
9.0
6.0 6.0
6.1
8.2
7.4
8.5
7.8
7.7
8.7
8.2 8.3
8.4
7.7
8.0
7.45
7.56
8.20
8.42
8.42
8.0
7.45
8.00
8.30
7.92
8.1
7.92
8.4
8.3
8.38
7.80
7.94
7.94
8.0
8.20
8.7
8.8
7.50
7.50
7.80
8.70
8.70
8.80
7.80
7.60
8.00
8.00
8.00
8.80
8.80
EXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
8.50
8.40
8.70
8.00
NEW SIDEWALK TO MATCHEXISTING GRADE ±EL 6.6
EXISTING INLETTO REMAIN EXISTING INLET
TO REMAINNEW SIDEWALK TO MATCHEXISTING GRADE ±EL 6.6
8.00
EXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
6.55
5.00
5.00
7.80
7.80
7.80
7.80
8.00
6.0
8.3
8.0
8.0
7.0
7.50
7.50
8.5
9.0
9.5
9.5
8.1
8.2
RETENTION AREA D±35,093 CFT.O.B. EL = 8.0BOTTOM EL = 5.0DWH EL = 7.38
8.8
8.45
8.1
8.2
8.0
7.7
7.7
8.0
8.1
8.0
8.2
7.7
8.1
8.0
8.0
8.1
8.0
8.2
8.0
8.0
8.0
8.9
9.1
8.9
9.1
FDOT TYPE C DITCHBOTTOM INLET (TYP)
STORMWATER INLET (TYP)
STORMWATER INLET (TYP)
D
D
BU
ILD
ING
103
W
M
WM
ST-11
ST-15
ST-12
ST-13
ST-14
ST-18
ST-16
ST-17
ST-19
ST-20
ST-21
ST-22
ST-23
ST-27
ST-26
ST-25
ST-24
ST-28
ST-30
ST-29
ST-31
ST-33
ST-32
ST-34
2
4
"
S
T
O
R
M
P
I
P
E
1
5
"
S
T
O
R
M
P
I
P
E
1
5
"
S
T
O
R
M
P
I
P
E
2
4
"
S
T
O
R
M
P
I
P
E
2
4
"
S
T
O
R
M
P
I
P
E
2
4
"
S
T
O
R
M
P
I
P
E
18"
ST
OR
M P
IPE
1
5
"
S
T
O
R
M
P
I
P
E
18" S
TO
RM
P
IP
E
18" STORM PIPE
2
4
"
S
T
O
R
M
P
I
P
E
24
" S
TO
RM
P
IP
E2
4" S
TO
RM
P
IP
E
1
8
"
S
T
O
R
M
P
I
P
E
15" STORM PIPE
1
5
"
S
T
O
R
M
P
I
P
E
± 150LF EXFILTRATION TRENCH
15" STORM PIPE
15" STORM PIPE
SEE AQUATICENGINEERINGSHEETS FORDETAILS
SEE LANDSCAPEFOR DRAINAGE
DETAILS
7.60
±1,100 LF EXFILTRATIONTRENCH LOOP
(18" STORM PIPE)
WM
W
M
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
AT
T
AT
T
1
2
"
S
T
O
R
M
P
I
P
E
12" S
T
O
R
M
P
IP
E
12" STORM PIPE
18" STORM PIPE
18" STORM PIPE
18" STORM
PIPE TRUNK
18" STORM PIPE LOOP
PROVIDE HARMONIZATION &
TRANSITION TO EXISTING
SOUTHARD STREET
±15' TRANSITION
EXISTING PAVEMENT
CURB & GUTTER
9.5
CAP STORM PIPEAT NTP LINE(TYPICAL)
8.7
8.7
RP
Z
R
P
Z
R
P
Z
A
TT
A
TT
A
TT
A
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
ATT
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATTATT
ATTATT
ATTATT
ATTATT
ATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
8.16
8.35
7.4
7.6
8.5
8.0
7.0
6.9
7.0
8.2
DATA LINES AS
LOCATED BY AT&T
PROPERTY LINE
TOP OF BANK
EL = 8.00
BOTTOM
EL = 5.00
FDOT TYPE F CURB
ADJACENT GRADE
EL = ±8.1'
CROSS SECTION (SWALE D)
A
SCALE: NTS
TOP OF BANK
EL = 8.00
3
1MAX
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
BIDDING
August 30, 2015
1
CP-03
PAVING, GRADING,
& DRAINAGE PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRACTOR IS RESP ONS IBLE FOR VERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
1
1
1
3:1 SLOPE2 FT DEEP
PROJECT BOUNDARY(TYP)
PROJECT BOUNDARY(TYP)
5.35
5.35
5.00
MEG
±4.5
6.0
6.0
6.0
6.0
6.0
6.7
6.25
6.5
6.8
TRIPLE CHAMBERBAFFLE BOXWITH WELLG.E. = 4.15SEE CD-02 FOR DETAILS
3:1 SLOPE3 FT DEEP
3:1 SLOPE3 FT DEEP
6.6
6.5
6.5
6.8
6.8
6.5
6.6
6.8
6.6
6.0
EXISTING INLETEXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
EXISTING INLETTO REMAIN
RETENTION AREA C±13,998 CFT.O.B. EL = 5.25BOTTOM EL = 3.25DWH EL = 4.73
RETENTION AREA B±6,221 CFT.O.B. EL = 6.0BOTTOM EL = 3.0DWH EL = 5.08
RETENTION AREA A±6,495 CFT.O.B. EL = 6.0BOTTOM EL = 3.0DWH EL = 5.08
NEW SIDEWALK TO MATCHEXISTING GRADE ±EL 6.5
7.0
7.0
7.5
7.0
EXISTING DRAINAGE PATTERNSTO BE MAINTAINED IN THIS AREA (TYP)
7.0
6.45
7.0
7.5
8.0
8.0
8.0
8.0
7.5
7.0
NEW SIDEWALK TO MATCHEXISTING GRADE ±EL 6.6
6.0
6.1
6.55
6.25
6.25
6.55
7.0
5.00
5.50
5.85
5.50
5.00
5.25
5.60
5.25
EXISTING EXFILTRATION TRENCH/SYSTEM (±250 LF)TO REMAIN IN SERVICECONTRACTOR SHALL PROTECT THE SYSTEMDURING CONSTRUCTION
FDOT TYPE C DITCHBOTTOM INLET (TYP)
STORMWATER INLET (TYP)
B
A
C
C
ST-01
ST-02
ST-03
ST-04
ST-05
ST-06
ST-07
ST-08
ST-09
ST-10
ST-11
ST-12
ST-13
ST-14
15" STORM PIPE
15" STORM PIPE
15" STORM PIPE
15" STORM PIPE
15" STORM PIPE
1
8
" S
T
O
R
M
P
IP
E
1
8
" S
T
O
R
M
P
IP
E
18" S
TO
R
M
P
IP
E
18" S
T
O
R
M
P
IP
E
EXISTING INLETTO REMAIN
± 150LF EXFILTRATION TRENCH
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATTATT
ATTATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
EXISTING EXFILTRATION TRENCH
PROPERTY LINE
TOP OF BANK
EL = 5.25
BOTTOM
EL = 3.25
TOP OF BANK
EL = 5.25
FDOT TYPE F CURB
ADJACENT GRADE
EL = ±3.3'
PROPERTY LINE
ADJACENT GRADE
EL = ±6.5'
TOP OF BANK
EL = 6.00
BOTTOM
EL = 3.00
TOP OF BANK
EL = 6.00
CONCRETE
SIDEWALK
CROSS SECTION (SWALES A & B)
A
SCALE: NTS
CROSS SECTION (SWALE C)
B
SCALE: NTS
3
1MAX
3
1MAX
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CP-04
PAVING, GRADING,
& DRAINAGE PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
1
1
1
1
1
PROJECT BOUNDARY(TYP)
PROJECT BOUNDARY(TYP)
STORM WATERMANHOLE
8.16
8.63
7.4
7.40
7.80
7.40
7.8
8.0
8.0
7.75
7.8
7.56
8.0
3:1 SLOPES3 FT DEEP
RETENTION AREA E±6,335 CFT.O.B. EL = 8.0BOTTOM EL = 5.0DWH EL = 7.38
8.2
7.7
8.0
7.85
8.0
8.0
8.2
8.0
8.0
8.2
8.0
8.0
8.0
7.8
E
WM
ST-33
ST-32
ST-35
ST-36
ST-37
ST-38
2
4
"
S
T
O
R
M
P
I
P
E
24" S
TO
RM
PIP
E
24"
ST
OR
M P
IPE
2
4
"
S
T
O
R
M
P
I
P
E
1
5
"
S
T
O
R
M
P
I
P
E
2
4
"
S
T
O
R
M
P
I
P
E
18" S
TO
RM
P
IP
E
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
SLOPE GRAVEL DRIVEWAYDOWN TO MATCH EXISTINGGRADE (±5.0)
RP
Z
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
7.8
7.8
8.08
MEG
±5.0
8.30
8.16
8.35
DATA LINES AS
LOCATED BY AT&T
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CP-05
PAVING, GRADING,
& DRAINAGE PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
STRUCTURE TABLE
WATER QUALITY/PRETREATMENT CALCULATIONS
1
NAVY FUEL LINE TO REMAIN
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
b
e
b
e
b
e
be
be
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
w
m
s
s
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
3
0
' N
A
V
Y
S
E
T
B
A
C
K
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
be
be
be
be
be
be
be
be
be
be
b
e
b
e
ATT
ATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
/
/
//
/ //
//
//
//
//
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
UTILITIES TO BE ABANDONED (TYP)
/
/
/
/
LEGEND
UTILITIES TO BE ABANDONED
/ /
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
btBURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CA-01
UTILITY
ABANDONMENT
PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN
ANY AVAILABLE RECORD DRAWINGS AND SHALL DETERMINE THE EXACT LOCATION AND
ELEVATION IN THE FIELD. THE CONTRACTOR SHALL ANTICIPATE THAT SCANNING AND
EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE NECESSARY IN AREAS
NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES
OR CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
b
e
NAVY FUEL LINE TO REMAIN
w
m
w
m
w
m
w
m
w
m
w
m
w
m
wm
w
m w
m
w
m
w
m
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
be
be
be
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
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b
t
b
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b
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b
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b
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b
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b
t
b
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b
t
b
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b
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b
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b
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b
t
b
t
b
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b
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w
m
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m
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m
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m
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m
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m
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m
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m
wm
w
m
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m
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m
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m
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m
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m
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m
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m
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m
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m
w
m
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m
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m
w
m
wm
w
m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
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m
w
m
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m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
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m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
fm
fm
f
m
f
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
f
m
w
m
w
m
w
m
w
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
X
X
X
X
X
X
X
w
m
w
m
b
e
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
DATA LINES AS
LOCATED BY AT&T
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LEGEND
UTILITIES TO BE ABANDONED
/ /
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
btBURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CA-02
UTILITY
ABANDONMENT
PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL
ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE
NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR
CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
bt
bt
bt
bt
bt
btbt
btbt
btbt
bt
bt
bt bt bt
bt
bt
wm
w
m
w
m
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m
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m
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m
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m
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m
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a
s
g
a
s
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a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
g
a
s
gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas
fm
fm
fm
fm
fm fm fmfm fm fm
be
be
be
ssss
b
e
be
be
be
be
b
e
b
e
be
be
bebebebe
b
e
be
b
e
b
e
b
e
b
e
b
e
b
e
b
e
be
be
be
bebe
be
be
be
be
be
be
b
e
b
e
b
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b
e
b
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b
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b
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b
e
b
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b
e
b
e
b
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be
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be
be
be
bt
bt
bt bt bt
bt
bt
bt
bt
bt
bt
bt
bt
b
t
b
t
bt
bt
bt
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
wm
w
m
w
m
w
m
w
m
w
m
wm
wm
wm
wm
wm
w
m
w
m
w
m
wm
wm
wm
wm
wm
wm
wm
w
m
w
m
wm
w
m
wm
wm
wm
wm
wmwm
wmwm
wmwm
wmwm
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wm
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
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m
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m
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m
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wm
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m
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m
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m
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m
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m
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m
w
m
w
m
fm
fm
fm
fm
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
fm
fm
fmfm fm fm fm fm fm
sansan
b
e
sa
nsa
nsa
nsa
nsa
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
sa
nsa
nsa
nsa
nsa
nsa
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
ss
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
ss
ss
ss
ss
ss
ss
ss
s
s
ss
ss
ss
ss
ss
ss
ssss
ssss
ss
ssss
ss
s
s
ss
s
s
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
6" PVC (POTABLE)
TO REMAIN
18" RCP
24" RCP
18" RCP
24" RCP
30" RCP
30" RCP
TO REMAIN
18" RCP
15" RCP
15" RCP
24" RCP
TO REMAIN
EXISTING INLET
TO REMAIN (TYP)
2" COMPOUND METER
W/ RPZ TO REMAIN
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
AT
T
AT
T
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
be
be
be
be
be
be
be
b
e
b
e
b
e
A
TT
A
T
T
A
TT
A
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
ATT
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATTATT
ATT
ATTATT
ATTATT
ATTATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
DATA LINES AS
LOCATED BY AT&T
//
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// /
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//
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//
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//
/ / / / / / / / / / / / / / / / / / / / / / / /
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/ / / /
//
//
//
//
//
//
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
//
//
/
/ / / / / / / / / / / / / / / / / /
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///////////////////////
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////
/
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UTILITIES TO BE ABANDONED (TYP)
LEGEND
UTILITIES TO BE ABANDONED
/ /
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
btBURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
BIDDING
August 30, 2015
1
CA-03
UTILITY
ABANDONMENT
PLAN
1" = 30'
SHEET KEY
North
N.T.S.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRACTO R IS RESP ONS IBLE FOR VERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS
SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE
WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS
AND SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN
THE FIELD. THE CONTRACTOR SHALL ANTICIPATE THAT SCANNING
AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS
WILL BE NECESSARY IN AREAS NEAR EXISTING UTILITIES AND
STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND
ELEVATION OF UTILITIES IN THE FIELD PRIOR TO ORDERING NEW
STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT
CROSSES OR CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA
KEY AQUEDUCT AUTHORITY'S STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE
ADAPTER FLEXIBLE WATERTIGHT WATERSTOP CONNECTION WITH
PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM
STRUCTURES, OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING
THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478 FOR
WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE
DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A CONFLICT.
ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
bebe
be
btbt
btbt bt
bt btbt bt
bt
wm wm wm wm wm wm
wm
wm
wm
wm
wm wm wm wm
wm
wm
wm
wm
wm
wm wm wm wm wm wmwm
wm
wm
wm
wm
wm
wm wm wm wm wm
wm
wm
wmwm
wm
gas gas gas gas gas gas gas
g
a
s
g
a
s
g
a
s
g
a
s
fm fm fm fm fm fmfm
fm
fm
fm
fm
ss
ss
ss
be
be
be
be
be
btbt
b
t
wm
ss ssss
ss
ss
ss
wm
ss
s
s
s
s
15" RCP
18" RCP
15" RCP
36" RCP
36" RCP
TO REMAIN
15" RCP
15" RCP
15" RCP
15" RCP
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATT
ATTATT
ATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
/ / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //
//
//
//
//
//
//
//
/
//
//
/
/
//
//
//
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
//
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //
//
/
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//
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/
/
/ / / / / / / / /
15" RCP
UTILITIES TO BE ABANDONED
LEGEND
UTILITIES TO BE ABANDONED
/ /
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
btBURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CA-04
UTILITY
ABANDONMENT
PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL
ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE
NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR
CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
f
m
f
m
f
m
f
m
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
s
a
n
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
s
a
n
b
e
b
e
b
e
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
/
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//
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/
/
/
/
/
/
/
LEGEND
UTILITIES TO BE ABANDONED
/ /
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
btBURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CA-05
UTILITY
ABANDONMENT
PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL
ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE
NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR
CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
6
'
'
W
M
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
8
'
'
s
a
n
1
5
'
'
S
S
6
'
'
W
M
CONNECT TO EXISTING
10" FORCE MAIN
ABANDON EXISTING
10" FORCE MAIN
EXTEND AND CONNECT
FORCE MAIN SERVICE
CONNECT NEW
10" FORCE MAIN
NEW SANITARY MANHOLE
NAVY FUEL LINE TO REMAIN
EXISTING FORCE MAIN
TO REMAIN
6" WATER PIPE
CAPPED BOTH ENDS
FOR FUTURE USE
CAP 8" SANITARY
6" WATER PIPE
CAPPED BOTH ENDS
FOR FUTURE USE
CAP 8" SANITARY
6
'
'
S
S
6" SANITARY SERVICE LATERAL
CAPPED FOR FUTURE CONNECTION
G
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
3
0
' N
A
V
Y
S
E
T
B
A
C
K
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
INSTALL
NEW 10"
45° BEND
REMOVE ±40 LF
OF 10" FM
CAP EXISTING 10" FM
INSTALL ±180 LF OF NEW 10" FM
FITTINGS AS REQUIRED
NEW 15" SANITARY SEWER
ATT
ATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
f
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
f
m
f
m
LEGEND
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
bt BURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CU-01
UTILITY PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL
ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE
NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR
CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
8
'
'
s
a
n
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
1
5
''S
S
8
''S
S
EXTEND AND CONNECT
FORCE MAIN SERVICE
TO GRAVITY SEWER
EXISTING FORCE MAIN SERVICE
NAVY FUEL LINE TO REMAIN
6" WATER PIPE
CAPPED BOTH ENDS
FOR FUTURE USE
F
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
X
X
X
X
X
X
X
NEW 15" SANITARY SEWER
NEW 15" SANITARY SEWER
EXISTING STORM SEWER TO REMAIN
INSTALL 6"x4"
TAPPING SLEEVE & VALVE
DETAIL 3, SHEET CD-05
FITTINGS AS REQ.
WATER SERVICE TO
PAL BUILDING
EXISTING
FIRE HYDRANT
NEW 2" SERVICE LINE
2
'
'
W
M
2
''W
M
2''W
M
2''WM
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
DATA LINES AS
LOCATED BY AT&T
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
b
e
b
e
b
e
b
e
b
e
b
e
be
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
f
m
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
8" TRANSMISSION MAIN
TO REMAIN
6" WATER LINE
TO REMAIN
w
m
w
m
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CU-02
UTILITY PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL
ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE
NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD
PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR
CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT
WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES,
OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
8
''S
S
8
''S
S
8
''S
S
8
''S
S
8
'
'
S
S
8
'
'
S
S
8
'
'
S
S
8
''S
S
8
''S
S
8
''S
S
8''S
S8
''S
S8
''S
S
6
''W
M
6''W
M6
''W
M6
''W
M6
''W
M6
''W
M
INSTALL 6"x6"
TAPPING SLEEVE & VALVE
DETAIL 3, SHEET CD-05
FITTINGS AS REQ.
6" SANITARY SERVICE
LATERAL & CLEANOUT
CAPPED FOR
FUTURE CONNECTION
6" SANITARY SERVICE
LATERAL & CLEANOUT
CAPPED FOR
FUTURE CONNECTION
6" SANITARY SERVICE
LATERAL & CLEANOUT
D
D
W
M
(2) WATER METERS
DETAIL 6, SHEET CD-05
SEE MEP FOR CONT.
WM
2" WATER METER
DETAIL 7, SHEET CD-05
SEE IRRIGATION FOR CONT.
6" PVC (POTABLE)
TO REMAIN
18" RCP
24" RCP
18" RCP
24" RCP
30" RCP
30" RCP
TO REMAIN
18" RCP
15" RCP
15" RCP
24" RCP
TO REMAIN
EXISTING INLET
TO REMAIN (TYP)
SEE MEP
FOR CONT.
NEW 8" SANITARY SEWER
NEW 8"
SANITARY
SEWER
NEW 6"
WATER MAIN
EXISTING STORM SEWER TO REMAIN
NEW 15" SANITARY
NEW FIRE HYDRANT
DETAIL 5, SHEET CD-05
FLUSH OUT
ASSEMBLY
DETAIL 4, SHEET CD-05
WM
WATER METER
DETAIL 6, SHEET CD-05
SEE MEP
FOR CONT.
W
M
2" COMPOUND METER
W/ RPZ TO REMAIN
2''WM
2''W
M
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
AT
T
AT
T
RP
Z
RPZ PER DETAIL 11
SHEET CD-05
RPZ PER DETAIL 11, SHEET CD-05
R
P
Z
R
P
Z
A
TT
A
T
T
A
TT
A
TT
AT
TA
TT
AT
TA
TT
AT
TA
TT
ATT
AT
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATTATT
ATT
ATTATT
ATTATT
ATTATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
AT
T
DATA LINES AS
LOCATED BY AT&T
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
ss
ss ss
ssss
ss
ssss
ss ssss
s
s
ss
ss
s
s
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
ss
ss
ss
ss
6" WATER LINE TO REMAIN
8" TRANSMISSION MAIN
TO REMAIN
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
CONTRACTOR SHALL MAINTAIN ALL
UTILITY SERVICE TO USS INGHAM
ss
ss
ss
ss
ss
ss
LEGEND
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
bt BURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
BIDDING
August 30, 2015
1
CU-03
UTILITY PLAN
1" = 30'
SHEET KEY
North
N.T.S.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRACTOR IS RES PONSIBLE FOR VE RIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES
AS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE
RECORD DRAWINGS AND SHALL DETERMINE THE EXACT
LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR
SHALL ANTICIPATE THAT SCANNING AND EXCAVATION USING
LIGHT EQUIPMENT AND HAND METHODS WILL BE NECESSARY IN
AREAS NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID
DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND
ELEVATION OF UTILITIES IN THE FIELD PRIOR TO ORDERING NEW
STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT
CROSSES OR CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST
FLORIDA KEY AQUEDUCT AUTHORITY'S STANDARDS AND
SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS
PIPE ADAPTER FLEXIBLE WATERTIGHT WATERSTOP CONNECTION
WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO
STORM STRUCTURES, OR APPROVED EQUAL ADS PIPE ADAPTERS
MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478
FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE
DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN
PLACE.
1
ADD AT&T SERVICE
B
A
C
C
15" RCP
18" RCP
15" RCP
36" RCP
36" RCP
TO REMAIN
15" RCP
15" RCP
15" RCP
15" RCP
ADD ALTERNATE NO. 3
ROADWAY, CURBING &
STORM STRUCTURES
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
ATTATT
ATTATT
ATTATT
ATT
ATTATT
ATT
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
DATA LINES AS
LOCATED BY AT&T
ssss
ssss
ss
ss
ss
ss
s
s
s
s
LEGEND
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
bt BURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CU-04
UTILITY PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD
DRAWINGS AND SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE
CONTRACTOR SHALL ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT
AND HAND METHODS WILL BE NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES
TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE
FIELD PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT
CROSSES OR CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE
WATERTIGHT WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE
TO STORM STRUCTURES, OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE
REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478 FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO
ADDRESS A CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
1
5
''S
S
15''S
S
8
''S
S
E
WM
2" WATER METER
DETAIL 7, SHEET CD-05
SEE IRRIGATION FOR CONT.
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
NEW 15" SANITARY
SEWER
EXISTING 10" FORCE MAIN
TO BE CAPPED
EXISTING SANITARY SEWER
2''W
M
NEW MANHOLE
NEW 15" INV. ± (-) 1.18
THE CONTRACTOR SHALL DETERMINE
THE INVERT ELEVATIONS OF THE EXISTING
SANITARY MANHOLE PRIOR TO PREPARING
SHOP DRAWINGS FOR THE NEW SANITARY MANHOLES
RP
Z
RPZ PER DETAIL 11, SHEET CD-05
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
1
5
'
'
S
S
NEW MANHOLE
G.E. = 7.80
W INV. = (-) 1.05
NE INV. = (-) 1.15
DATA LINES AS
LOCATED BY AT&T
w
m
w
m
b
e
b
e
b
e
b
t
b
t
b
t
f
m
LEGEND
be
fm
gas
san
ss
wm
>
BURIED ELECTRIC
FORCE MAIN
GAS LINE
SANITARY SEWER
STORM SEWER
WATER SERVICE
UTILITY TRENCH
bt BURIED TELEPHONE
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CU-05
UTILITY PLAN
1" = 30'
SHEET KEY
North
N.T.S.
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD
DRAWINGS AND SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE
CONTRACTOR SHALL ANTICIPATE THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT
AND HAND METHODS WILL BE NECESSARY IN AREAS NEAR EXISTING UTILITIES AND STRUCTURES
TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE
FIELD PRIOR TO ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT
CROSSES OR CONNECTS TO EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S
STANDARDS AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE
WATERTIGHT WATERSTOP CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE
TO STORM STRUCTURES, OR APPROVED EQUAL ADS PIPE ADAPTERS MEETING THE
REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478 FOR WATERTIGHT FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO
ADDRESS A CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
ADD AT&T SERVICE
1
9
.
1
=
5
L
.
=
4
9
3
8
'
=
4
R
3
.
0
9
1
L
6
2=
=
6
.
2
R
4
0
'
4
0
=
0
.
9
L
R
2
.
9
1
'
8
2
3
0
0
S
T
A
: 2
5
+
5
0
.2
6
1
5
''S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
''S
S
1
5
''S
S
8''S
S
8''S
S
8''S
S
8''S
S
8''S
S
8''S
S
8
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S
8
''S
S
8
''S
S
8
''S
S
8
1
.
0
0
'
6
0
.
0
0
'
w
m
w
m
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e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
b
t
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
f
m
s
a
n
s
a
n
s
a
n
s
s
s
s
ss
ss
w
m
w
m
w
m
w
m
1
9
+
0
0
.
0
0
2
0
+
0
0
.
0
0
2
1
+
0
0
.0
0
22+
00.0
0
2
3
+
0
0
.
0
0
2
4
+
0
0
.
0
0
S
T
A
:
2
4
+
0
8
.
9
2
P
C
C
: 21+
03.63
P
T
:
2
3
+
3
0
.
2
6
1
9
+
5
0
.
0
0
2
0
+
5
0
.
0
0
21+50.00
2
2
+
5
0
.0
0
2
3
+
5
0
.
0
0
2
4
+
5
0
.
0
0
W
M
2
''W
M
2
''W
M
2
'
'
W
M
2
''W
M
2''W
M
2''W
M
2''W
M
R
P
Z
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
SAN MH 5
SAN MH 6
SAN MH 7
IRRIGATION METER
BACKFLOW PREVENTER
F
D
O
T
T
Y
P
E
P
-
6
I
N
L
E
T
(
S
T
-
4
0
)
G
.
E
.
=
7
.
3
2
S
E
I
N
V
=
0
.
8
5
(
2
4
"
)
N
W
I
N
V
=
1
.
2
5
(
2
4
"
)
S
W
I
N
V
=
0
.
8
5
(
2
4
"
)
FDOT TYPE P-6 INLET (ST-34)
G.E. = 7.56
INV = 1.80
FDOT TYPE P-6 INLET (ST-33)
G.E. = 7.56
W INV = 1.55
NE INV = 1.55
M
A
T
C
H
L
I
N
E
S
T
A
1
9
+
4
0
M
A
T
C
H
L
I
N
E
S
T
A
2
4
+
6
0
6" WATER MAIN
TO REMAIN
6" TAPPING
SLEEVE & VALVE
FITTINGS AS REQ.
NEW 2" SERVICE LINE
19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60
FDOT TYPE P-6 INLET (ST-34)
G.E. = 7.56
VP
I: S
TA
2
1+
03
.6
2
(+) 0.40%
(-) 0.30%
VP
I: S
TA
2
3+
50
.2
6
(+) 0.30%
(-) 0.30%
VP
I: S
TA
2
2+
62
.1
9
(+) 0.30%(-) 0.30%
SA
N M
H 6
RIM
E
L. =
8
.4
8
SA
N M
H 7
RIM
E
L. =
8
.3
6
INSTALL ±140 LF OF NEW 15" PVC @ 0.22% INSTALL ±265 LF OF NEW 8" PVC @ 0.40%
SANITARY
MANHOLE
SANITARY
MANHOLE
INSTALL ±215 LF OF NEW 8" PVC @ 0.40%
15" SANITARY
INV = (-) 0.86
IN
V. =
(-) 0
.6
3 (1
5")
IN
V. =
(-) 0
.7
6 (8
")
IN
V. =
0
.3
0
IN
V. =
0
.4
0
FDOT TYPE
P-6 INLET (ST-35)
G.E. = 7.56
INV = 1.80
INV = 1.55
15" STORM PIPE
EL
. =
8
.6
3
EL
. =
8
.1
6
EL
. =
8
.4
2
MA
TC
HL
IN
E S
TA
1
9+
40
MA
TC
HL
IN
E S
TA
1
9+
40
MA
TC
HL
IN
E S
TA
2
4+
60
2" WATER SERVICE LINE
30" COVER MIN.
8" TRANSMISSION MAIN
DEPTH UNKNOWN
20'20' 0
NORTH
SCALE 1"=20'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SCALE: 1"=20' HOR.1"=2' VERT.
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CR-03
ROADWAY PLAN &
PROFILE
-6
-4
-2
0
2
4
6
8
10
-6
-4
-2
0
2
4
6
8
10
AS NOTED
UTILITY NOTES:
1. THE LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO OBTAIN ANY AVAILABLE RECORD DRAWINGS AND
SHALL DETERMINE THE EXACT LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL ANTICIPATE
THAT SCANNING AND EXCAVATION USING LIGHT EQUIPMENT AND HAND METHODS WILL BE NECESSARY IN AREAS
NEAR EXISTING UTILITIES AND STRUCTURES TO AVOID DAMAGING THESE FACILITIES.
2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF UTILITIES IN THE FIELD PRIOR TO
ORDERING NEW STRUCTURES AND PRIOR TO INSTALLING ANY NEW WORK THAT CROSSES OR CONNECTS TO
EXISTING UTILITY SYSTEMS.
3. ALL WATER MAIN WORK SHALL CONFORM TO THE LATEST FLORIDA KEY AQUEDUCT AUTHORITY'S STANDARDS
AND SPECIFICATIONS.
4. FOR NEW STOPM PIPE THE CONTRACTOR SHALL PROVIDE ADS PIPE ADAPTER FLEXIBLE WATERTIGHT WATERSTOP
CONNECTION WITH PIPE ADAPTER FOR ADS CORRUGATED HDPE PIPE TO STORM STRUCTURES, OR APPROVED
EQUAL ADS PIPE ADAPTERS MEETING THE REQUIREMENTS OF ASTM F 2510 AND ASTM C 1478 FOR WATERTIGHT
FLEXIBLE CONNECTIONS.
5. ALL UTILITIES TO BE ABANDONED SHALL NOT BE DISTURBED/REMOVED UNLESS REQUIRED TO ADDRESS A
CONFLICT. ABANDONED UTILITIES SHALL BE CAPPED AND LEFT IN PLACE.
1
1
1
9
.
1
L
.
=
4
9
3
8
'
=
4
R
3
.
0
9
1
L
6
2
=
=
6
.
2
R
4
0
'
4
0
0
6
0
.
0
0
'
151.92'
5
=
2
'
L
2
.
5
7
5
R
=
.
3
4
L
'
3
=
5
.
8
5
0
R
=
0
.
0
0
1
2
0
+
0
0
.
0
0
21+00.00
2
2
+
0
0
.0
0
PC
C: 21+
03.63
2
0
+
5
0
.0
0
21+
50.0
0
E
WM
3
0
'
N
A
V
Y
S
E
T
B
A
C
K
24" WHITE
24" WHITE
24" WHITE
R1-1
30"x30"
R1-1
30"x30"
R1-1
30"x30"
SCOOTER PARKING
NO ENTRY
RP
Z
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
T
A
T
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DATA LINES AS
LOCATED BY AT&T
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CM-05
SIGNAGE &
PAVEMENT
MARKING PLAN
1" = 30'
30'30' 0
NORTH
SCALE 1"=30'BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF
NOT TWO INCHES ON THIS SHEET ADJUSTSCALES ACCORDINGLY
SHEET KEY
North
N.T.S.
SEE WS-04, WS-04a, WS-HS FOR REGULATORYSIGN POST/POLE & ATTACHMENT
1
THAN 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDINGINLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATERTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT NON PAVED AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS ( NOT
TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ALONG ROADWAYS.EXCEEDING 0.5 CFS ) ARE TYPICAL. THE METHOD SHALL NOT APPLY
0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ALONG ROADWAYS
BURLAP FABRICBURIED
FILTERED WATER
W/SEDIMENTSRUNOFF WATER
W/GRATEDROP INLET
BURLAP FABRIC
STAKES
SPECIFIC APPLICATION
W/2 STAKES PER BALEHAY BALES STAKED
W/SEDIMENTSRUNOFF WATER
PREVENT PIPINGCOMPACTED SOIL TO
W/GRATEDROP INLET
FILTERED WATER
DROP INLET W/GRATE
SPECIFIC APPLICATION
STAKED HAY BALE
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%.)
2. A "REASONABLE" DESIGN SIZE PARTICLE TO CAPTURE MUST BE SELECTED.
3. SIZE DISTRIBUTION OF UPSTREAM SOIL PARTICLES MUST BE EVALUATED.
4. INFLOW AND OUTFLOW FROM THE SYSTEM FOR A SPECIFIC FREQUENCY STORM MUST BE KNOWN.
5. POND VOLUME IS DIRECTLY PROPORTIONAL TO THE DISCHARGE RATE OF WATER FROM THE SYSTEM.
6. POND VOLUME IS INVERSELY PROPORTIONAL TO THE MASS OF THE DESIGN SIZE SUSPENDED PARTICLE.
7. A SYSTEM MUST PROVIDE SUFFICIENT FLOW TO ALLOW FOR DEPOSITION OF DESIGN SIZE PARTICLES.
8. THE PONDING HEIGHT MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
ROCK BARRIER BAGS CAN BE A DOUBLEOR SINGLE LAYER AS NEEDED.
DRAINGRATE
PLAN VIEW
LESS T
HAN
5% S
LOPE
A
A
PLACE ROCK BARRIER BAGS SUCH THATNO GAPS ARE EVIDENT
1" ROCK CONTAINED IN SYNTHETIC NETBAGS (33 M/M MESH), APPROXIMATELY
TWENTY-FOUR (24") INCH LONG, TWELVE(12") INCHES WIDE AND SIX (6") INCHES
HIGH.
PLACE ROCK BARRIER BAGS SUCH THATNO GAPS ARE EVIDENT
ROCKBAGS
SECTION A-A
PONDING HEIGHT
DROP INLET
SCREEN MATERIAL TO KEEP FROM12" BURY, MINIMUM. ALLOW ENOUGH
BEING PULLED OUT
SEE NOTE 5, BELOW
GEOTEXTILE MATERIAL
SILT FLOW SIDE
OPTIONAL POST POSITION(CANTED 20° TOWARD FLOW)
FIELD ESTABLISHED STAKING ALIGNMENT
DISTURBED EARTH SIDE
SEE NOTES 2 AND 3, BELOWGEOTEXTILE MATERIAL,
3. GEOTEXTILE MATERIAL SHALL BE BURIED IN THE GROUND A MINIMUM OF 12" AND BACK FILLED.2. GEOTEXTILE: GRAB TENSILE AT 90 LBS, TRAPEZOIDAL TEAR AT 35 LBS., MULLEN BURST AT 180 PSI.
VE
RTI
CA
L
1. POST; 2"X2" WOOD, P.T. OR 2-1/2"Ø STEEL AT 6' CENTERS, MAXIMUM.
5. OPTIONAL POST POSITION REQUIRED WHEN SLOPE IS GREATER THAN 1:2.4. ALSO SEE FDOT INDEX 199, "GEOTEXTILE CRITERIA", EROSION CLASS.
NOTES:
SECTION VIEW
15" T
O 1
8"
TYPICAL POST POSITION
3' M
INIM
UM
15" T
O 1
8"
ELEVATION VIEW
NON DISTURBED EARTH SIDE
12"
20°±
FLOW
SPILLWAY
PLACE ROCK BARRIER BAGS SUCHTHAT NO GAPS ARE EVIDENT
BACK OF CURB
CATCH BASIN
CURB INLET
BACK OF SIDEWALK
PONDING AREA FORSEDIMENT SEPARATION
PLAN VIEW
A
A
CURB INLET
SPILLWAYSIDEWALK
CATCH BASIN
PONDING HEIGHT
SECTION A-A
NOTES:
1. ALL ROCK BAG BARRIERS MUST AGREEWITH THE NOTES ON PREVIOUS PAGE.
2. PLACE CURB TYPE ROCK BAG BARRIERON GENTLY SLOPING STREET, WHEREWATER CAN POND AND ALLOW SEDIMENT TOSEPARATE FROM RUNNOFF.
3. BAGS OF WOVEN GEOTEXTILE FABRIC,FILLED WITH GRAVEL MUST BE LAYEREDSUCH THAT NO GAPS ARE EVIDENT.
4. LEAVE ONE SANDBAG GAP IN THE TOPROW ON THE SIDE AWAY FROM FLOW, TOPROVIDE A SPILLWAY; OR IN THE CENTER IFPONDING IS NEEDED ON BOTH SIDES.
5. INSPECT BARRIERS AND REMOVESEDIMENT AFTER EACH STORM EVENT,SEDIMENT AND GRAVEL MUST BE REMOVED FROM THETRAVELED WAY IMMEDIATELY
NTS
Silt Rock Bag Drop Inlet Filter3NTS
Silt Rock Bag Curb Inlet Filter2
NTS
Staked Silt Barrier Detail4
NTS
Hay Bale Drop Inlet Filter6
NTS
Drop Inlet Sediment Filter1
50'-0" MIN.
TRANSITION
PLAN VIEW
R.O.W.EXISTING
FROM LEAVING SITEGRADE TO PREVENT RUNOFF
50'-0" MIN.
GRADE
8" MIN.
ROADWAY TO ROADWAY
DRAINAGE- ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.7.
2. LENGTH- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.
4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
5. WASHING OF ALL VEHICLE UNDERCARRIAGE, WHEEL WELLS AND WHEELS IS MANDATORY TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED STRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE USING APPROVED
6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED
GENERAL NOTES:
1. STONE SIZE- 3 TO 5 INCH OPEN GRADED ROCK.
3. THICKNESS- NOT LESS THAN 8 INCHES.
METHODS.
8" MIN.
FDOT #1 COARSE AGGREGATE
HARD SURFACE ROAD
50' MIN. ADAPT TO SITE ENTRANCE GEOMETRY
6'30' R.
LIMEROCK BASE
1-1/2" TYPE SP-9.5ASPHALTIC CONCRETE
NTS
Gravel Construction Entrance
8. PROVIDE WATER SUPPLY AND MINIMUM 100 FT. LONG HOSE AND SPIGOT AT EACH DESIGNATED CONSTRUCTION EXIT.9. PROVIDE SIGNAGE AT EACH DESIGNATED EXIT REQUIRING WASHING OF ALL VEHICLES LEAVING SITE.
SEE NOTE 9
SEE NOTE 8
7
NTS
Filter Sock Detail5
SCALE:
SHEET NO.
DRAWN BY:
DATE:
DRAWING TITLE:
BA PROJECT NO.:
BGO
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050
Fax (305) 860-3700
CHECKED BY:
PREPARED FOR/OWNER:
CITY OF KEY WEST, FL
P. O. BOX 1409
3140 FLAGLER AVENUE
KEY WEST, FL 33041
June 25, 2015
14041
PROJECT NAME:
TRUMAN
WATERFRONT
PARK
PROJECT LOCATION/ADDRESS:
TRUMAN WATERFRONT PARK
WEST OF FORT STREET AND THE
TRUMAN ANNEX DEVELOPMENT,
NORTH OF KEY WEST NAVAL BASE
SUB-CONSULTANT INFORMATION:
PROFESSIONAL SEAL:
ALLEN E. PEREZ, P.E.
FLORIDA REGISTERED ENGINEER
51468
SUBMITTAL DESCRIPTION / MILESTONE:
REVISIONS:
DRAWING SHEET INFORMATION
AEP
Certificate of Authorization No. 8579
1010 Kennedy Drive
Suite 201
Key West, Florida 33040
(305) 293-9440
Fax (305) 296-0243
PEREZ ENGINEERING &
DEVELOPMENT, INC.
ENVIRONMENTAL LAND USE CONTROLS NOTE:
PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITIES, THE
CONTRA CTOR IS RE SPONSIBLE FOR V ERIFYING IF
LOCATION OF CONSTRUCTION ACTIVITIES ARE SUBJECT TO
ENVIRONMENTAL LAND USE CONTROLS (LUC). ANY AND ALL
E N C O U N T E R E D C O N T A M I N A T E D S O I L A N D O R
GROUNDWATER SHALL BE HANDLED PER THE “SOIL AND
GROUND WATER MANAGEMENT PLAN”, DATED FEBRUARY
1 3 , 2 0 1 5 I N C L U D E D I N T H E P R O J E C T M A N U A L .
CONTRACTOR SHALL VERIFY THAT LUC CONSTRUCTION
PERMIT HAS BEEN FILED AND APPROVED FOR THIS WORK.
BIDDING
August 30, 2015
1
CD-01
CIVIL DETAILS
N/A
1
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