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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'
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
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BASIN 4
BASIN 3
BASIN 1
BASIN 2
F
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BASIN DELINEATION
(TYP)
BASIN 5
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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
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NTP 2
NTP 1
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.
I
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C
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.
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C
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C
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N
T
P
1
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
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 MATCH
EXISTING INLETTO REMAIN EXISTING INLET
TO REMAINNEW SIDEWALK TO MATCH
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
T.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
15" STORM PIPE
15" STORM PIPE
SEE AQUATICENGINEERINGSHEETS FORDETAILS
SEE LANDSCAPEFOR DRAINAGE
DETAILS
7.60
TRENCH 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
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
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
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
T.O.B. EL = 5.25BOTTOM EL = 3.25DWH EL = 4.73
RETENTION AREA B
T.O.B. EL = 6.0BOTTOM EL = 3.0DWH EL = 5.08
RETENTION AREA A
T.O.B. EL = 6.0BOTTOM EL = 3.0DWH EL = 5.08
NEW SIDEWALK TO MATCH
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 MATCH
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
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
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
PROPERTY LINE
ADJACENT GRADE
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
T.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 EXISTING
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
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
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
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
b
t
w
m
w
m
w
m
w
m
w
m
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m
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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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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
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
w
m
w
m
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m
w
m
w
m
w
m
w
m
wm
w
m
w
m
w
m
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m
w
m
w
m
w
m
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m
w
m
w
m
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m
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m
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m
w
m
w
m
w
m
w
m
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m
w
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
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
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
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
w
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m
w
m
w
m
w
m
w
m
w
m
wm
wm
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wm
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m
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m
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m
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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
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
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
b
e
be
be
be
be
be
bebe
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
w
m
w
m
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m
wm
wm
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w
m
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m
w
m
w
m
w
m
w
m
w
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
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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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/
////////
/
