RPN_CNT3_DRAFT_PLANS_2of3.pdf
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- Solicitation number
- W51DQV25S11UY
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Department of the Army
About this file
This document is a Special Notice for an Industry Day event hosted by the US Army Corps of Engineers, Caribbean District, regarding the upcoming solicitation for the Rio Puerto Nuevo Flood Control Project, Supplemental Contract 3, in San Juan, Puerto Rico.
The scope of work includes the widening and deepening of the existing channel for flood control purposes by constructing two drilled shaft walls, dredging, and related utility relocations. The contract is expected to be between $250,000,000 and $500,000,000, with a NAICS code of 237990 - Other Heavy and Civil Engineering Construction, and a small business size standard of $45 million.
The Industry Day event will be held on December 5, 2024, and will include an informative presentation, as well as one-on-one discussions with USACE personnel. Attendees are encouraged to RSVP and submit questions in advance. All questions and answers will be posted on the SAM.gov website. The Point of Contact for this opportunity is Jaclyn Yocum.
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Text version
-15
-10
-1
-5
-5
-5
CONSTRUCTION LIMITS
TO BE PROTECTED
EXIST CONFLUENCE
TO BE PROTECTED
EXIST 2D WALLS
LINE #1
CHANNEL C/L
SEE SHEET CS001
BEGIN CONTRACT 3 CHANNEL BOTTOM
POB STA 88+33
LINE #1
RPN CHANNEL C/L
TRANSITION LIMITS
STA 88+33
IF DISTURBED BY CNT 3
RIPRAP TO BE REINSTALLED
EXIST 2D WALLS
CF121
CF121
CHANNEL GRADE
TIE INTO EXISTING
CHANNEL GRADE
TIE INTO EXISTING
P C S
T A .0
S38°00'03.14"W
50.01'
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US Army Corps
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SCALE: 1" = 30' 30' 60'0
JOSE DE DIEGO EXPRESSW
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OVERALL SITE PLAN STA. 83+40 TO STA. 88+33
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CF101A
GENERAL SHEET NOTES
S
G A
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A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
H :1
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SEE SHEET CF101 FOR NOTES.1.
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-5
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MARGARI
TA
CHANNEL
RI
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PUERTO
NUEVO
L P
A
P P
C
C A
M P
CONSTRUCTION LIMITS
TO BE PROTECTED
EXIST CONFLUENCE
TO BE PROTECTED
EXIST 2D WALLS
SUBSTRUCTURE
DE DIEGO BRIDGE
CURVE #1
CHANNEL C/L
LINE #2
CHANNEL C/L
LINE #1
CHANNEL C/L
TO BE PROTECTED
EXIST 2D WALLS
SEE SHEET CS001
STA 88+33
POB CHANNEL C/L
SEE SHEET CS001
RPN CHANNEL C/L
CONSTRUCTION LIMITS
CF121
CF121
PER APPROVED DREDGING PLAN
CONTRACTOR SHALL INSTALL AND REMOVE MOORING DEVICES
AND/OR FILLING DREDGED MATERIAL.
SCOWS MAY BE PERMITTED IN THIS AREA FOR OFFLOADING
RIPRAP
TOP LIMITS OF
RIPRAP
BOTTOM LIMITS OF
SEE SHEET CF306
CLASS VII RIPRAP
SEE CS SHEETS
CONSTRUCTION LIMITS
SEE CS SHEETS
CONSTRUCTION LIMITS
SEE CS SHEETS
CONSTRUCTION LIMITS
P C S
T A .0
P T S
T A .4
S38°00'03.14"W
50.01'
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SCALE: 1" = 30' 30' 60'0
JOSE DE DIEGO EXPRESSW
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NORTH
PLAN
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T A . 9
OVERALL SITE PLAN STA. 88+33 TO STA. 94+25
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IT
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GENERAL SHEET NOTES
PUERTO
NUEVO
RI
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G A
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A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
POTENTIAL SCOW AREA
RIPRAP
LEGEND
GROUTING SPEC 31 32 23 AND SHEETS CU502 TO CU505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 10.
PROFILES.
MORE GRADING INFORMATION AND CU500 SERIES FOR STORMWATER
PIEDRAS VIA CATCH BASINS AND STORM PIPES. SEE CF300 SERIES FOR
ARROWS ON SHEETS CF101 TO CF116 ROUTE RUNOFF INTO THE RIO
CHANNEL WALLS INTO THE RIO PIEDRAS, EXCEPT WHERE DRAINAGE FLOW
ALL RUNOFF ALONG THE CHANNEL SHALL BE SHEET FLOW OVER THE 9.
SHOWN ON THE DRAWINGS.
RIPRAP, OR OTHER FORM OF SCOUR PROTECTION, IS SPECIFIED AND
FINAL CHANNEL BOTTOM IS A NATURAL CHANNEL BOTTOM EXCEPT WHERE 8.
NOT BE CONSTRUCTED IN THE EXACT LOCATION AS SHOWN ON PLANS.
ANGLE AND ALIGN WITH THE CENTER OF THE SHAFT FOR SHAFTS THAT MAY
ARE NEEDED IN THE FIELD TO MEET THE DRILLED SHAFT AT A 90 DEGREE
ALSO APPLICABLE IN THE CASE WHERE MINOR ALIGNMENT ADJUSTMENTS
SO THAT PIPE MEETS DRILLED SHAFT AT 90 DEGREE ANGLE. THIS NOTE IS
OUTFALL PIPE CONNECTION TO WALL ALIGNMENT: CONSTRUCT BEND IN PIPE 7.
WORKING PLATFORM AND SHEET PILE PLANS AND SECTIONS.
SEE GC SHEETS FOR SEQUENCE OF CONSTRUCTION AND CO SHEETS FOR 6.
SEE E SHEETS FOR ELECTRICAL UTILITY RELOCATIONS.5.
SECTIONS.
SEE SHEETS CF301 AND CF302 FOR SITE FEATURES AND GRADING TYPICAL 4.
SB201 TO SB218 FOR WALL TIP ELEVATIONS.
SEE SHEET CF201 TO CF203 FOR TOP OF WALL ELEVATIONS. SEE SHEETS 3.
SEE ACQUISITION DRAWINGS/CS SHEETS FOR CONSTRUCTION LIMITS.2.
SEE SHEETS CS001 TO CS002 FOR HORIZONTAL GEOMETRY CONTROL.1.
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C o n c re te P ip e
H e a d W a ll
F la p V a lv e
D ia m et er C on cr et e P ip e
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T E .6
C
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T E .5
C
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D ia m e te r C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
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C B
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C B
S H E E T P
IL
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24" Diameter Concrete Pipe
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18" D iameter
Conc rete
Pipe
D ia m e te r
C o n c re te P ip e
S H E E T P
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:2 .2
T E :7 .1
C B
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-2 .4
T E :7 .0
M H
P
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S H E E T
Conc rete
Pipe
24" D iameter
D ia m e te r
C o n c re te P ip e
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:3 .0
T E :7 .1
C B
D ia m et er C on cr et e P ip e
C o n c re te P ip e
D ia m e te r
D ia m e te r C o n c re te P ip e
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LW= 75.0
S
S
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C O
C O
W M
W M
W M
W M
W M
W M
C O
C O
W M
W M
W M
W M
W M
W M
C O
C O
C O
C O
C O
C O
W M
W
MW
M
C O
C O
W M
W M
W M
W M
W M
W M
C O
C O
W M
W M
W M
W M
W M
C O
W M
W M
W M
W M
W M
C O
W M
W M
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R=15' (TYP.)
CONSTRUCTION LIMITS
HANDRAIL
TO BE PROTECTED
EXISTING FLAP GATES (2)
POWER LINE RELOCATIONS
SEE SHEET ES101 AND ES102 FOR
TO BE PROTECTED.
POLE AND FOUNDATION
EXISTING ELECTRICAL
PUMP STATION
STORMWATER
EXISTING
RIGHT CHANNEL WALL
MH D-2.1
36" RCP
REQ'D ROW
LINE #2
CHANNEL C/L
CURVE #2
CHANNEL C/L
3H:1V
3H:1V
5H:1V
5H:1V
STA 99+66.76
BEGIN GUARDRAIL
C/L STA. 100+64.31
TURNAROUND (TYP.)
STA 95+75.67
BEGIN HANDRAIL
SEE SHEET CS002
STA 95+75.67 OFF. -93.27'
BEGIN RIGHT WALL
SEE SHEET CS002
STA 97+53.83 OFF +86.68'
BEGIN LEFT WALL
5H:1V
STA 97+53.83
BEGIN HANDRAIL
OF PUMP STATION SHEET PILE L4
EXTEND HANDRAIL TO END
END HANDRAIL STA 99+33.05
RIGHT CHANNEL WALL
TIE IN PIPE AT
PIPE END D-2.0
RIGHT CHANNEL WALL
TIE IN PIPE AT
PIPE END D-1.0
MH D-1.1
36" RCP
SEE SHEET SR508
CONCRETE SLAB ON GRADE
6" REINFORCED
SEE NOTE 2
SANITARY PIPE 36"
TEST HOLE #22
SEE NOTE 2
SEWER PIPE
EXIST. 36" RCP
SEE NOTE 3.
GROUND IMPROVEMENT
SEE NOTE 3.
GROUND IMPROVEMENT
SEE SHEETE ES101
RELOCATED POWER LINE
CF121
CF121
TO BE PROTECTED
EXIST 2D WALLS
TO BE PROTECTED
EXIST BRIDGE PIERS
TO BE PROTECTED
EXIST BRIDGE PIERS
(TYP. SEE NOTE 4)
JET GROUT SEALS (2)
6" GROUNDWATER PIPE
END CAP
SEE NOTE 5 (TYP.)
BEHIND DOUBLE SHAFT
6" GROUNDWATER PIPE
RIPRAP
TOP LIMITS OF
RIPRAP
BOTTOM LIMITS OF
RIPRAP
TOP LIMITS OF
RIPRAP
BOTTOM LIMITS OF
SEE SHEET CF306
CLASS VII RIPRAP
FENCE
CHAIN-LINK
15' (TYP.)
PIPES. SEE SHEET CU111
SANITARY SEWER SIPHON
BEG. STA. 100+09
CLASS IV RIPRAP
BEG. STA. 100+59
CLASS IV RIPRAP
(AVOID CAP BEAM)
AT MAINTENANCE BOX
BEGIN ACCESS ROAD
FOR LIMITS
SEE SHEET CS123A
TO EFFLUENT BOX
GRAVEL ACCESS
CHANNEL WALL
LEFT
EXIST. MANHOLE 1
MANHOLE 2
EXIST.
MANHOLE 3
EXIST.
42" GATE
42" GATE
NEW MANHOLE 1A
NEW MANHOLE 1B
INFLUENT BOX
EFFLUENT BOX
MAINTENANCE BOX
MAINTENANCE BOX
(TOP EL. 20)
W/ HANDRAIL
SHEET PILE L3
W/ HANDRAIL
SHEET PILE L4
FROM EL. 10 TO 22
FINISHED GRADE (DE DIEGO SIDE)
TOP EL. TO FOLLOW
SHEET PILE L4
WELDED TO SHEET PILE)
6" STEEL COUPLER CONNECTOR(
SHEET PILE WALL L4
TO DISCHARGE THRU
6" GROUNDWATER PIPE
P C S
T A .3
659.57'
S03°07'52.77"E
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IS
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U E D
A T
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SHEET ID
A
B
C
D
E
F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
A R
C A
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3+00
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SCALE: 1" = 30'
GENERAL SHEET NOTES
OVERALL SITE PLAN STA. 94+25 TO STA. 101+00
O V
E R
A L L S
IT
E P
L A
N
RIO PIEDRAS
DRAINAGE FLOW ARROW
SOD AREA
SLAB ON GRADE. SEE SHEET SR508
RIPRAP
LEGEND
S
G A
IT
A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
CF112
SEE NOTE 7
AREA TO BE SEEDED
SEE NOTE 7
AREA TO BE SEEDED
SEE NOTE 7
AREA TO BE SEEDED
PUMP STATION AREA (APPROX. STA. 99+75)
LEFT CHANNEL: UPSTREAM OF DE DIEGO BRIDGE TO EXIST. SAN JUAN
101+00
RIGHT CHANNEL: UPSTREAM OF DE DIEGO BRIDGE TO APPROX. STA.
BETWEEN CONSTRUCTION LIMITS AND CHANNEL WALL TO BE SEEDED.
NON-PAVED DISTURBED AREAS NOT DESIGNATED TO BE SODDED AND 7.
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 6.
DETAIL A4 SHEET SR507.
MAX. FROM PIPE BEGINNING TO END. SEE DETAIL B2 SHEET CF508 AND
STORMWATER PIPE CONNECTOR WITH AN ELEVATION DIFFERENCE OF 1'
6" PERFORATED GROUNDWATER PIPE SHALL SLOPE FROM END CAP TO 5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
GROUTING SPEC 31 32 23 AND SHEETS CU502 TO CU505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 3.
MORE RECENT FIELD VERIFICATIONS.
SEWER PIPE ALIGNMENT IS SHOWN ON THE PLANS AND SURVEY, BASED ON
TEST HOLE #22 IS PROVIDED FOR REFERENCE ONLY. UPDATED 36" RCP 2.
SEE SHEET CF101 FOR NOTES.1.
CF334
A6
CF334
D6
CF334
A1
CF334
D1
CF115
A1
SR505
C8
CF117
A1
-10
-5
-5
RIO PIEDRAS
IE
.4
T E :3 .8
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
S A
N
IT
A R
Y P
IP
E
Ø
T E S
T H
O L E
S A
N
IT
A R
Y P
IP
E
Ø
T E S
T H
O L E
S A
N
IT
A R
Y P
IP
E
Ø
T E S
T H
O L E
D ia m e te r C o n cr e te P ip e
D ia m e te r C o n cr e te P ip e
IE
:1 .5
T E :6 .4
C B
D ia m e te r
C o n c re te P ip e
24" Diameter Concrete Pipe
24" Diameter Concrete Pipe
24" Diameter Concrete Pipe
IE
:2 .7
T E :7 .1
C B
IE
:3 .8
T E :7 .1
C B
IE
:5 .6
T E :7 .1
C B
24" Diameter Concrete Pipe
D ia m e te r
C o n c re te P ip e
" D iamete r C on cre te
Pip e
IE
:2 .1
T E :7 .1
C B
SWALE
D ia m e te r C o n cr e te P ip e
D ia m e te r
C o n c re te P ip e
IE
:6 .4
T E :7 .4
C B
IE
:4 .7
T E :7 .5
S M
H
Ø P .V .C
V A
L V
E
W A
T E
R
IE
.7
T E :7 .8
S M
H
S
ID
E W
A L K
IE
.7
T E :7 .9
S M
H
IE
.2
D ro p "Ø P
V C
IE
:5 .5
T E :7 .8
S M
H
S
ID
E W
A
LK
S
ID
E W
A
LK
SI
DEW
ALK
SIDEWALK
" D iamete r C on cre te
Pip e
S
ID
E W
A
LK
D ia m e te r C o n cr e te P ip e
IE
:3 .8
T E :8 .1
C B
IE
:4 .2
T E :8 .1
C B
IE
:5 .3
T E :8 .1
S M
H
SIDEWALK
W M
18" Diameter
Con cret e Pi pe
IE
:4 .4
T E :8 .0
C B
S
ID
E W
A
LK
SWALE
W M
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
W M W
M
W M
12" Ø P.V.C.
IE
:5 .3
T E :8 .5
S M
H
W M
IE
:4 .8
T E :8 .4
C B
S
ID
E W
A L
K
Ø P .V .C
SIDEWALK
S
ID
E W
A L K
W M
IE
:5 .9
T E :8 .8
S M
H
SIDEWALK
12" Ø P.V.C.
SIDEWALK
S
ID
E W
A L
K
W M
W M W
M
T R
A N
S F
O R
M E
R
P R
E P
A
S
ID
E W
A
LK
SIDEWALK
W M
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
T R
A N
S F
O R
M E
R
P R
E P
A
S
ID
E W
A L K
SIDEWALK
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
A R
E A
G R
E E
N
W M
AREA
GREEN
S
ID
E W
A L
K
S
ID
E W
A L K
CONCRETE FENCE
IE
:3 .6
T E :7 .0
C B
CONCRETE WALL
CONCRETE WALL
CONCRETE
W
ALL
CONCRETE WALL
P P
W
U P
W
U P
W
P P
W
P P
W
P P
W
P P
W
P P
W
P P
W P P
W
P P
W
P P
W
P P
W
L P
C
U P
W
L P
W
IE
:5 .3
T E :7 .4
S M
H
CYCLONE FENCE
CONCRETE
W
ALL
LW=20.13
A B
A N
D O
N E
D
P O
W E
R P
O L E
T R
A N
S F
O R
M E
R
P R
E P
A
LW=21.59
LW=22.43
LW=23.57
G U
Y W
IR
E
LW
= 24.93
LW= 24
.97
L W
.8
L W
.8
LW= 28.05
LW=2
7.0
L W
.4
LW
=2
7.9
S
ID
E W
A L K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
S
ID
E W
A L
K
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
L W
.2
LW=32.95
LW= 5
1.6 c o c o c o
W M
W M c o
W M
W M
C O c o
W M
W M W
M
W M
W M c o
C O
W M
C O
W M
W M
W M
W M
W M
W M
C O
W M c o c o
C O c o
W M
C O c o
W M
W M
W M
W M
W M
W M
W M
C O c o c o
W M
W M c o
W M
C O
W M
W M
C O
W M
C O
W M
W M
W M
W M
W M
W M
W M c o
W M
W M
W M
W M
C O
W M
W M
W M
W M
W M
W M
C O
C O
C O
W M W
M
C O
C O
W M
W M
W M
C O
W M
W M
C O
W M
W M
W M
W M
W M
C O
W M
C O
W M
C O
C O
MH D-3.2
42" RCP
MH D-4.2
EX CB D-4.1
30" RCP
24" RCP
MH D-4.3
CURVE #2
CHANNEL C/L
CONSTRUCTION LIMITS
LEFT CHANNEL WALL
RIGHT CHANNEL WALL
GUARDRAIL
DRAINAGE SWALE
BEG. AT EOP
TO FOLLOW EXIST. DRAINAGE PATTERN
EXIST. DRAINAGE SWALE
REQ'D ROW
CONSTRUCTION LIMITS
ACCESS ROAD
GRAVEL
ACCESS ROAD
GRAVEL
AT PROPERTY LINE
REPLACE CHAIN-LINK FENCE
SEE SHEET R-108
CURB RAMP TYPE 2
SEE SHEET R-108
CURB RAMP TYPE 2
SEE SHEET R-109
MOUNTABLE CURB TYPE C
SEE SHEET R-109
MOUNTABLE CURB TYPE C
SEE SHEET R-109
MOUNTABLE CURB TYPE C
SEE SHEET R-109
MOUNTABLE CURB TYPE C
DRIVEWAY C/L STA. 104+83.00
ACCESS ROAD
DRIVEWAY C/L STA. 102+48.67
ACCESS ROAD
28'
SEE SHEET R-108
CURB RAMP TYPE 2
TO FLOW OVER WALL
REMOVE SWALE AND REGRADE
STA. 101+66.50
SWING GATE
CHAIN-LINK
SEE NOTE 9 CF101
BREAKLINE
DRAINAGE PATTERN
SEE NOTE 9 CF101
BREAKLINE
DRAINAGE PATTERN
CF121
CF121
SEE NOTE 3 (TYP.)
BEHIND DOUBLE SHAFT
6" GROUNDWATER PIPE
6" GW PIPEEND CAP
SEE NOTE 3 (TYP.)
BEHIND DOUBLE SHAFT
6" GROUNDWATER PIPE
6" GW PIPEEND CAP
TO MH D-4.3
TIE 6" GW PIPE
TO MH D-4.2
TIE 6" GW PIPE
TO MH D-3.1
TIE 6" GW PIPE
POWERLINE
ELECTRICAL
SEE NOTE 2
JET GROUT SEALS (TYP)
MH D-3.1
42" RCP
SEE NOTE 4
PIPE BEND
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-3.0
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-4.0
OFF. 98.77'
STA. 102+62.32
END CURB REPLACEMENT
OFF. 103.07'
STA. 102+70.34
PI
OFF. 103.03'
STA. 102+71.50
BEG. CURB REPLACEMENT
OFF. 109.56'
STA. 102+44.02
END CURB REPLACEMENT
OFF. 113.84'
PT: STA. 102+44.71
(RADIUS = 5')
OFF. 118.70'
PC: STA. 102+45.23
OFF. 123.60'
STA. 102+41.23
BEG. CURB REPLACEMENT
OFF. 100.56'
STA. 104+49.53
END CURB REPLACEMENT
(RADIUS = 75')
OFF. 104.90'
STA. 104+18.90
BEG. CURB REPLACEMENT
OFF. 104.71'
STA. 104+80.62
END CURB REPLACEMENT
OFF. 107.76'
PT: STA. 104+80.22
(RADIUS = 5')
OFF. 113.45'
PC: STA. 104+83.96
OFF. 115.95'
STA. 104+97.85
BEG. CURB REPLACEMENT
STA. 101+00
(REPLACE IN-KIND)
BEGIN CONCRETE PRIVACY WALL
END HANDRAIL
SEE NOTE 6
(REPLACE IN-KIND)
CONCRETE PRIVACY WALL
SEE NOTE 6
(REPLACE IN-KIND)
CONCRETE PRIVACY WALL
TO EXIST. CONCRETE PRIVACY WALL
ABUT CONCRETE PRIVACY WALL
0 1
S O
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A T
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D B
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D A
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C O
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C T N
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A N
S I
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A R
C A
D
IS
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C A
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A Y B
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S A
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U A
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R O J E
C T
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A N
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M A
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A L L I
M P
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S U
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T R
A C
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B R
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A N
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T A
M A
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IN
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T A . 1
A1
NORTH
PLAN
30' 60'0SCALE: 1" = 30' CF103
R A
Y M
O
G A
IT
A N
A L
O
A T
O S
T A
GENERAL SHEET NOTES
OVERALL SITE PLAN STA. 101+00 TO STA. 107+50
O V
E R
A L L S
IT
E P
L A
N
FLOW
RIO PIEDRAS
S
G A
IT
A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
CF112
CONTRACTOR IN COMPLIANCE WITH SPECIFICATION 32 31 00.
REINFORCED CONCRETE BLOCK PRIVACY WALL TO BE DESIGNED BY THE 6.
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 5.
THAT ARE NOT CONSTRUCTED IN THE EXACT LOCATION SHOWN ON PLANS.
DEGREE ANGLE AND ALIGN WITH THE CENTER OF THE SHAFT FOR SHAFTS
ADJUSTMENTS ARE NEEDED IN THE FIELD TO MEET THE DRILL SHAFT AT A 90
ANGLE. THIS NOT ALSO APPLICABLE IN THE CASE WHERE MINOR ALIGNMENT
CONSTRUCT BEND IN PIPE SO THAT PIPE MEETS DRILL SHAFT AT 90 DEGREE 4.
DETAIL A4 SHEET SR507.
MAX. FROM PIPE BEGINNING TO END. SEE DETAIL C5 SHEET CU509 AND
STORMWATER PIPE CONNECTOR WITH AN ELEVATION DIFFERENCE OF 1'
6" PERFORATED GROUNDWATER PIPE SHALL SLOPE FROM END CAP TO 3.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.2.
SEE SHEET CF101 FOR NOTES.1.
CONCRETE BLOCK PRIVACY WALL. SEE NOTE 6.
DRAINAGE FLOW ARROW
SOD AREA
GRAVEL ACCESS ROAD
LEGEND
CF333
D1
-15.7
-15.6
-15.5
-15.
10 1015
-5
-5
-5
-5
5 5
CYCLONE FENCE
RIO PIEDRAS
D ia m et er C on cr et e P ip e
IE
:3 .6
TE
:5 .6
"ØC
O N C R E
TE
P
IP
E
IE
:-0 .0
TE
:5 .1
"ØC
O N C R E
TE
P
IP
E
IE
:6 .1
TE
:7 .1
"ØC
O N C R E
TE
P
IP
E
D ia m e te r
C o n c re te P ip e
IE
:2 .5
TE
:6 .9
C B
24" Diameter Concrete Pipe24" Diameter Concrete Pipe 18" Diameter Concrete Pipe
IE
:1 .6
TE
:7 .3
C B
IE
:3 .0
TE
:7 .3
C B
SW
ALE
SW
ALE
D ia m e te r
C o n c re te P ip e
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
D ia m e te r
IE
:1 .0
TE
:7 .9
C B
SWALE
IE
:5 .8
TE
:8 .1
C B
D ia m e te r
C o n c re te P ip e
IE
:6 .9
TE
:8 .2
C B
IE
:1 .1
" Ø C
O N C R E
TE
P
IP
E
D R
O P
IE
:-0 .0
TE
:8 .3
C B
IE
:s ea le d
TE
:8 .6
S M
H
IE
:4 .4
TE
:8 .6
C B
IE
: 7 .6
TE
: 9 .0
" Ø P
V C P
IP
E
TR
A N S
FO
R M
E R
P R E P A
CYCLONE FENCE
A R E A
G R E E N
A R E A
G R E E N
A R E A
G R E E N
A R E A
G R E E N
A R E A
G R E E N
A R E A
G R E E N
A R E A
G R E E N
SIDEW
ALK
SID
EWALK
S
ID
E W
A L K
SIDEW
ALK
S
ID
E W
A L
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S K
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G G E D
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:3 .9
TE
:1 0.
C B
D ia m e te r P
V C P ip e
(C
LO
G G E D
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:4 .7
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B C
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C O
N C R
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:1 1.
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TR
M M
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P P
W
P P
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P P
W
P P
W
P P
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P P
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P P
W
P P C
P P
W
U P C
P P
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C O
U R T
B A S K E
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D E B R
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A R
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LA
S S R
O O
M S
CYCLONE FENCE
SIDEW
ALK
SIDEW
ALK
SIDEW
ALK
C Y
C L
O N
E F
E N
C E
CYCLONE FENCE
W O
R K S H
O P
P U E R
TO
R
IC
O P
O
LI
C E
C Y
C L
O N
E F
E N
C E
C Y
C L
O N
E F
E N
C E
C O
N C
R E T E F
E N
C E
C O
N C
R E T E F
E N
C E
CONCRETE FENCE
CONCRETE FENCE
IRON FENCE
S
TO
R A G E
C Y
C L
O N
E F
E N
C E
CYCLONE FENCE
CONCRETE WALL
P P
W
LW
=22.43
LW=23.65
L W
.1
L W
.6
LW
= 26.14
L W
S
ID
E W
A L
K
SID
EWALK
S
ID
E W
A L K
L W
.9
L W
.2
LW=36
.92
LW=39.70
LW=41.30
L W
.6
G U
Y W
IR
E
C O
W M co
C O
C O
W M
C O
W M
W M
W M
W M
W M
W M
C O
W M
W M
C O
W M
W M
W M
W M
W M
W M
W M W
M
C O
C O
W M
C O
C O co
FACILITY TO BE RELOCATED
EXIST. GARBAGE
MH-D-8.1
24" RCP
MH-D-6.1
60" RCP
15" RCP
36" RCP
HW D-9.1
LINE #3
CHANNEL C/L
ACCESS ROAD
GRAVEL
(NO BARBED WIRE)
W/ 6' CHAIN LINK FENCE AT ETW
REPLACE CYLONE FENCE
LEFT CHANNEL WALLGUARDRAIL
SEE SHEET CU103
WATER UTILITY BRIDGE
EXIST. 48" WATERMAIN
RIGHT CHANNEL WALL
CONSTRUCTION LIMITS
W/ BARBED WIRE AND PRIVACY SCREEN
8' CHAIN LINK FENCE
(IF DISTURBED DURING CONSTRUCTION)
TO PRE-CONSTRUCTION CONDITIONS
KIOSK TO BE RESTORED
PIPE END D-7.0
FOR ACCESS ROAD DEVIATION
SEE SHEET CF113
CURVE #3
CHANNEL C/L
STA. 113+63.25
VEHICLE ACCESS GATE
TO EXIST. CYCLONE FENCE
TIE CHAIN LINK FENCE
MANHOLE
REPLACE EXISTING
MH-D-7.1
TO BE REGRADED
EXIT. SWALE
PLAN. SEE NOTE 4
PARKING LOT RESTRIPING
SWING GATE
CHAIN-LINK
FACILITY. SEE NOTE 3
RELOCATED GARBAGE
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-6.0
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-8.0
CHANNEL WALL
TIE IN PIPE AT LEFT
PIPE END D-9.0
BASIN D-6.2
EXISTING CATCH
SEE NOTE 5
IMPROVEMENT
GROUND
SEE SHEET ES101
POWER LINE RELOCATIONS
CF121
CF121
6" GW PIPEEND CAP
SEE NOTE 6
JET GROUT SEALS (TYP)
SEE NOTE 6
JET GROUT SEALS (TYP)
SEE NOTE 7 (TYP.)
PIPE BEHIND DOUBLE SHAFT
6" GROUNDWATER
TO 36" RCP
TIE 6" GW PIPE
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-5.0
MH-D-5.2
MH-D-5.1
24" RCP
24" RCP
24" RCP
CLASS III RIPRAP APRON
SEE SHEET SB104
CLASS VIII RIPRAP
OF RIPRAP
BOT LIMITS
OF RIPRAP
TOP LIMITS
TEST HOLE #14A
TEST HOLE #21
TEST HOLE #14
SEE SHEET CO302
DEMONSTRATION WALL #1
SEE SHEET CO302
DEMONSTRATION WALL #3
SEE NOTE 9
(REPLACE IN-KIND)
CONCRETE PRIVACY WALL
STA. 109+80.60
ON CHANNEL WALL
END CONCRETE PRIVACY WALL
STA. 109+81.13
W/ BARBED WIRE AND PRIVACY SCREEN
BEG 8' CHAIN LINK FENCE ON CHANNEL WALL
ON TOP OF CONCRETE WALL
AND 6' CHAIN LINK FENCE AND RAZOR WIRE
EXIST. WALL WITH CONCRETE PRIVACY WALL
REMOVE AND REPLACE IN-KIND
66'
P T S
T A .1
P C S
T A .5
474.31'
S52°59'00.72"E
S O
L
IC
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N N
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D B
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N B
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IS
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U E D
A T
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A N
S I
D
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M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
CF104
R A
Y M
O
G A
IT
A N
A L
O
A T
O S
T A
A1
NORTH
30' 60'0SCALE: 1"=30'
GENERAL SHEET NOTES
OVERALL SITE PLAN STA. 107+50 TO STA. 114+25
O V
E R
A L L S
IT
E P
L A
N
% 2
DRAINAGE FLOW ARROW
UTILITY BRIDGE RIPRAP
SOD AREA
GRAVEL ACCESS ROAD
PARKING LOT MILLING AND RESURFACING
LEGEND
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
CF112
S
G A
IT
A N
MATCHLINE
SEE SHEET CF112
CONTRACTOR IN COMPLIANCE WITH SPECIFICATION 32 31 00.
REINFORCED CONCRETE BLOCK PRIVACY WALL TO BE DESIGNED BY THE 9.
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 8.
DETAIL A4 SHEET SR507.
MAX. FROM PIPE BEGINNING TO END. SEE DETAIL C5 SHEET CU509 AND
STORMWATER PIPE CONNECTOR WITH AN ELEVATION DIFFERENCE OF 1'
6" PERFORATED GROUNDWATER PIPE SHALL SLOPE FROM END CAP TO 7.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.6.
GROUTING SPEC 31 32 23 AND SHEETS CU-502 THROUGH CU-505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 5.
THE PARKING LOT RESTRIPING PLAN.
CONFIRM WITH PARKING LOT OWNER (MUNICIPALITY OF SAN JUAN POLICE) 4.
POLICE) THE EXACT LOCATION FOR RELOCATED GARBAGE FACILITY.
COORDINATE WITH PARKING LOT OWNER (MUNICIPALITY OF SAN JUAN
THAT CANNOT BE SALVAGED AND RELOCATED SHALL BE REPLACED IN-KIND.
GARBAGE FACILITY SHALL BE RELOCATED. ANY FEATURES OF THE FACILITY 3.
SHEET CU103 FOR 48" WATER MAIN PLAN AND PROFILE.
SEE SHEET SB101 FOR WATER UTILITY BRIDGE PLAN AND ELEVATION. SEE 2.
SEE SHEET CF101 FOR NOTES.1.
CF333
A6
CF113
A1
CF116
A1
CF114
-5
IE
.3
T E :1 .9
Ø C o n c re te P ip e
(D E S T R
O Y E
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H E
A D
W A L L
RIO P
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RIO PIEDRAS
IE
:3 .3
T E :5 .0
D ia C o n c re te P ip e
H E
A D
W A L L
IE
:4 .7
T E :6 .8
D ia C o n c re te P ip e
H E
A D
W A L L
IE
:5 .0
T E :6 .0
D ia C o n c re te P ip e
H E
A D
W A L L
10" Ø CIP WATER PIPE.
D ia m e te r
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
IE
:1 .0
"Ø P
V C P
IP
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D R
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D ia m e te r
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
(C L O
G G
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:4 .7
T E :1 .9
C B
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:7 .1
T E :1 .0
C B
T E L P
W
P P
C
P P
C
P P
W
P P
C
D ia m e te r
C o n c re te P ip e
IE
:7 .7
T E :1 .3
C B
P
IP
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N
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O P T
IC
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A T
T F
IB
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T E :1 .6
C B
W a te r
M e te r
T o ta l G a s S ta ti o n
G A S V
A L V E
E L E
C T R
IC
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A B L E S
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:1 .4
T E :1 .7
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S a n J u a n G a s
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T E :1 .3
S T R
M M
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C A
T B
T M
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V B
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P R
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T A T
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N 'S
T M
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T E :1 .2
C B
P V C P ip e
D ia m et er
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D T
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D T
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T E :1 .7
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W A S H
T A L
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T R
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T E :1 .2
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P P
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:1 .3
T E :1 .5
C B
IE
:1 .1
T E :5 .6
C o n c re te P ip e
H E
A D
W A L L
E M
H
G A S S
T A T
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A L
G A S S
T A T
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M A
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C A
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C A
N O
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A L
P R
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A T E P
A R
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IN
G L
O T
L P
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L P
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LW
.5
LW
=2
7.
LW
.6
M E
T A
L C
A N
O P
Y
S T
R U
C T
C O
N C
L P
C
LW
=3
2.
L P
C
L W
.6
L W
.4
W M
C O
W
C O
W
C O
P P
C L
C O
L P
C
A L P
24" RCP
18" RCP
15" RCP
CURVE #3
CHANNEL C/L
LINE #4
CHANNEL C/L
MH-D-11.2
MH-D-11.1
LEFT CHANNEL WALLGUARDRAIL
W/ BARBED WIRE
8' CHAIN LINK FENCE
CHAIN LINK FENCE
TO EXIST. CNT. 2
TIE CHAIN LINK FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
MH-D-10.1
MH D-10.2
15" RCP
SEE NOTE 3
TYPE D BARRIER CURB
SEE NOTE 3
TYPE D BARRIER CURB
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-11.0
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-10.0
STA. 114+41.46
BEG. ACCESS ROAD
STA. 114+26.00
SEE E1 SHEET CF504
VEHICLE GATE
CF121
CF121
SEE NOTE 4
JET GROUT SEALS (TYP) SEE NOTE 5 (TYP.)
PIPE BEHIND DOUBLE SHAFT
6" GROUNDWATER
6" GW PIPEEND CAP
MH D-10.2
TIE 6" GW PIPE
MH D-11.2
TIE 6" GW PIPE
SEE SHEET CO302
DEMONSTRATION WALL #2
END CAP 6" GW PIPE
P T S
T A .5
600.57' S26°26'40.08"E
S O
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
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C A
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E W
A Y B
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D D
-14.9
-14.8
M A
T C
H L
IN
E S
T A . 1
M A
T C
H L
IN
E S
T A
A1 30' 60'0
NORTH
CF105
R A
Y M
O
G A
IT
A N
A L
O
A T
O S
T A
SCALE: 1" = 30'
S T
A
C O
N T
R A
C T C
H A
N N
E L I
M P
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V E
M E
N T L
IM
IT
OVERALL SITE PLAN STA. 114+25 TO STA. 120+75
O V
E R
A L L S
IT
E P
L A
N S
G A
IT
A N
SEE NOTE 2
SEE NOTE 2
DRAINAGE FLOW ARROW
SOD AREA
GRAVEL ACCESS ROAD
PARKING LOT MILLING AND RESURFACING
LEGEND
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
R
O O
S E
V E
L T A
V E
B R
ID
G E
W B
R O
O S
E V
E L T A
V E
B R
ID
G E
E B
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 6.
DETAIL A4 SHEET SR507.
MAX. FROM PIPE BEGINNING TO END. SEE DETAIL C5 SHEET CU509 AND
STORMWATER PIPE CONNECTOR WITH AN ELEVATION DIFFERENCE OF 1'
6" PERFORATED GROUNDWATER PIPE SHALL SLOPE FROM END CAP TO 5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
PARKING LOT. SEE SHEET CF502 AND R-109 FOR BARRIER CURB DETAIL.
BARRIER CURB TO BE INSTALLED WHERE CHANNEL WALL ABUTS EXISTING 3.
DRAINAGE CONDITIONS.
PRIOR TO CONSTRUCTION AND RESTORE GRADE TO MEET EXISTING
CONTRACTOR SHALL VERIFY DRAINAGE PATTERNS OF THE PARKING LOT 2.
SEE SHEET CF101 FOR NOTES.1.
SEE SHEET CF111
MATCHLINE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
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R T
O R
IC
O
D D D
D
GATE
GATE
M E T
A L S
T R
U C
T U
R E
C O
N C
R E T E A
N D
M A
R B L E A
N D T
IL
E
IN
C
M E T
A L S
T U
R C
T U
R E
W O
R K
R O
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R I R
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M E T
A L S
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T U
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C O
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R E T E A
R A
G E U
N
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N
M A
C H
IN
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N D D
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R
IS
S
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C O
N S T R
U C
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N E
Q U
IP
M E
N T
RIO PIEDRAS
RIO PI
EDRAS
IE
:0 .1
T E :3 .1
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
IE
:0 .4
T E :3 .4
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
IE
:0 .6
T E :3 .6
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
IE
:0 .9
T E :3 .4
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
IE
:1 .1
T E :3 .6
C o n c re te P ip e
H e a d W a ll
F la p V a lv e
IE
:4 .5
T E :7 .3
C B
D ia m e te r
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
SIDEWALK
IE
:3 .9
T E :7 .5
C B
C o n c re te P ip
D ia m e te r
IE
:5 .6
T E :7 .7
Ø C o n c re te P ip e
H E
A D
W A L L
12" Diameter Concrete Pipe
IE
:4 .5
T E :7 .8
C B
D ia m e te r
C o n c re te P ip e
L P
C
S
IG
N A L L
O S T
S T
O R
M S
E W
E R P
IP
E
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
D ia m e te r
C o n c re te P ip e
GATE
IE
:7 .2
T E :1 .1
C B
Concrete Pipe
24" Diameter
IE
:7 .6
T E :1 .3
C B
D ia m e te r
C o n c re te P ip e
Ø C
IP
W
A T
E R P
IP
E
D ia m e te r
C o n c re te P ip e
GATE
IE
:9 .4
T E :1 .3
C B
24" Diameter Concrete Pipe
IE
:8 .6
T E :1 .7
C B
24" Diameter Concrete Pipe
IE
:1 .7
T E :1 .4
C B
24" Diameter Concrete Pipe
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
IE
.7
T E .6
J U
N C
T
IO
N B
O X
C
IP
W
A T E
R P
IP
E
10" Ø CIP WATER PIPE.
G R
E E
N A
R E
A
(C A R
W A S H
M E T A L C
O N C R E T E S
T R
U C T U R E
P P
W
L W
.7
O R
N A
M E
N T
A L F
E N
C E
LW=24.91
U P
C
L W
.3
L W
.5
L W
.7
P P
W
LW
.6
L W
.1
L P
C
LW=36.92 LW
=3 7.
W M
W M
LEFT CHANNEL WALL
RIGHT CHANNEL WALL
WATER PIPE
TEST HOLE #5
WATER PIPE
TEST HOLE #29
WATER PIPE
TEST HOLE #3
30" RCP
WATER PIPE
TEST HOLE #2
MH D-13.1
24" RCP
MH D-12.1
CONSTRUCTION LIMITS
CURVE #4
CHANNEL C/L LINE #5
CHANNEL C/L
CURVE #6
CHANNEL C/L
CHANNEL WALL
TIE IN PIPE AT LEFT
PIPE END D-12.0
CHANNEL WALL
TIE IN PIPE AT RIGHT
PIPE END D-13.0
GUARDRAIL STA. 126+04.19
ROAD DRIVEWAY
C/L OF ACCESS
11'
CONSTRUCTION LIMITS
SEE SHEET CU101
10" WATERLINE
HANDRAIL
TO CONTRACT 2 HANDRAIL
TIE HANDRAIL
AT ETW
REQ'D ROW
GATE
CHAIN LINK
AT EXIST. ALIGNMENT
W/ 6' CHAIN LINK FENCE
REPLACE FENCE
AT ETW
6' CHAIN LINK FENCE
AT ETW
6' CHAIN LINK FENCE
(SEE SHEET R-106)
ACCESS ROAD
CONTINUE GRAVEL
(SEE SHEET R-106)
10" WATERLINE
SUPP. CNT 2
SEE NOTE 3.
IMPROVEMENT
GROUND
CF121
CF121
SEE SHEET CO302
LOCATION
DEMONSTRATION WALL
TO CONTRACT 2 GUARDRAIL
TIE GUARDRAIL AND CHAIN LINK FENCE
SEE NOTE 4
JET GROUT SEALS (TYP.)
EXIST. PROPERY LINE
DRIVEWAY AT
ONE LANE ACCESS ROAD
0 1
P C S
T A .1
P T S
T A .3
P C S
T A .8
138.52'
S38°24'09.
68"E
S O
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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D E
S C
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N M
A R
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
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A
S U
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E
S A
N J
U A
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U E
R T
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V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
D
D
-14.4
-14.3
M A
T C
H L
IN
E S
T A . 1
5M
A T
C H
L
IN
E S
T A
A1
NORTH
30' 60'0 CF106
R A
Y M
O
W
B A
U M
Y
A L
O V
E
J S
E N
S E
A T
O S
T A
SCALE: 1" = 30'
S T
A
C O
N T
R A
C T C
H A
N N
E L I
M P
R O
V E
M E
N T S L
IM
OVERALL SITE PLAN STA. 120+75 TO STA. 127+25
O V
E R
A L L S
IT
E P
L A
N
25'
R
R
CONSTRUCTION STAGING AREA
CALLE ANTARTICA
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
SEE NOTE 2
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
GROUTING SPEC 31 32 23 AND SHEETS CU502 TO CU505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 3.
DRAINAGE CONDITIONS.
PRIOR TO CONSTRUCTION AND RESTORE GRADE TO MEET EXISTING
CONTRACTOR SHALL VERIFY DRAINAGE PATTERNS OF THE PARKING LOT 2.
SEE SHEET CF101 FOR NOTES.1.
DRAINAGE FLOW ARROW
SOD AREA
GRAVEL ACCESS ROAD
PARKING LOT MILLING AND RESURFACING
LEGEND
P
W A
L A
N S
K Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
U P A
T E
LP
W
P P
W
P P
W
P P
W
(A N
IM
A L
C A G E S
S T R
U C T U R E
M E T A L
W
O O
D
RIO PIEDRAS
IE
:1 .3
T E :4 .3
Ø C on c P ip e
H E A D
W A
LL
48" D iam eter C oncrete P ipe
IE
:2 .3
T E :7 .3
H =5 .0 ' x W
6.
B ox C ul ve rt
H E A D
W A
LL
IE
:2 .7
T E :8 .8
Ø
C O
N C R E T E P
IP
E
IE
:1 .9
T E :6 .0
Ø
C O
N C R E T E P
IP
E
A N
D T
R A S H A
R E A
W O
O D E N S
T R
U C T U R E
N O T F
O U
N D
C O
N C R E T E P
IP
E
IE
:2 .3
T E :7 .3
H =5 .0 ' X w
=6 .1 0'
B ox C ul ve rt
H E A D
W A
LL
H .0 X W
.1
B o x C u lv e rt
H .0 X W
.1
B o x C u lv e rt
IE
:6 .8
T E :9 .7
S M
H
SID
EWALK
G A
T E
P P
W
U P
W
24" Diameter Concrete Pipe
(A N
IM
A L
C A G E S
S T R
U C T U R E
M E T A L
W
O O
D
(A
IM
A L
C A G E S
S T R
U C T U R E
M E T A L
W
O O
D E N
IE
:9 .7
T E :1 3.
C B
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
G R
E E
N A
R E
A
C o n c re te P ip e
D ia m e te r
IE
:1 0.
T E :1 3.
C B
IE
:1 1.
T E :1 4.
C B
12" Dia mete r P
VC P
ipe
IE
:1 0.
T E :1 4.
C B
C o rr u g a te d P ip e
D ia m e te r
IE
:9 .6
T E :1 4.
C B
12" D iameter P
VC Pip e
IE
:2 .4
T E :1 4.
C B
W A T E R P
IP
E
T E S T H
O
LE
W A T E R P
IP
E
T E S T H
O
LE
W A T E R P
IP
E
T E S T H
O
LE
(N
IU
M A N
H O
LE
E
LE
C T R
IC
W O
O D
E N S
T R
U C
T U
R E
C O
N C
R E
T E M
E T
A L
P .R .A .S .A
W A T E R
H O
LE
H
IR
A M B
IR
T H
O R
N
W A T E R D
IS
P E N S E R
P R
A S A
W A T E R D
IS
P E N S E R
P R
A S A
W A T E R D
IS
P E N S E R
P R
A S A
CANOPY
ALUMINUM
LW=22.35
CANOPY
ALUMINUM
LW=2
2.2
L W
.9
LW=25.46
LW=23.90
L W
.5
LW=31
.23
L W
.1
P P
W
P P
W
N O T
IN
U
S E
P O
W E R C
A B
LE
S
W M
W M
W M
W M co
P P C
RIGHT CHANNEL WALL
GRAVEL ACCESS ROAD
LEFT CHANNEL WALL
GUARDRAIL
MH D-15.1
MH D-16.1
MH D-17.1
36" RCP
36" RCP
HW D-17.2
48" RCP
CURVE #6
CHANNEL C/L
CHANNEL WALL
TIE IN PIPE AT LEFT
PIPE END D-16.0
CHANNEL WALL
TIE IN PIPE AT LEFT
PIPE END D-17.0
CONSTRUCTION LIMITS
48" RCP
DRIVEWAY
ACCESS ROAD
AT EXIST. ALIGNMENT
W/ ORNAMENTAL FENCE
REPLACE FENCE
ORNAMENTAL FENCE
BEG. STA. 133+00
CLASS IV RIPRAP
AT ETW
6' CHAIN LINK FENCE
AT ETW
REQ'D ROW
TIE IN PIPE AT RIGHT CHANNEL WALL
CULVERT END D-14.0
CHANNEL WALL
TIE IN PIPE AT LEFT
PIPE END D-15.1
CF121
CF121
ON CAP BEAM
HANDRAIL
STA. 131+06.67
FENCE ON CAP BEAM
BEG. ORNAMENTAL
SEE SHEET CU102
10" WATERLINE
GATE
CHAIN LINK
SEE NOTE 4
JET GROUT SEALS (TYP.)
SEE NOTE 4
JET GROUT SEALS (TYP.)
PIPE BEND
M
IN
OFF. -170.38
STA. 133+19.59
BEG. ACCESS ROAD
225' R
OFF. -159.59
PC STA. 133+38.99
TIE INTO EXISTING
CULVERT END D-14.1
SEE NOTE 6
BOX CULVERT
5'H X 6.1'W DOUBLE
SHEET PILE R7
SEE NOTE 7
OF DRILLED SHAFTS
AND RE-INSTALL DURING CONSTRUCTION
SALVAGE EXIST. GUARDRAIL
PER SPECIFICATION SECTION 32 92 19 SEEDING
SOIL STABILIZING MATERIALS OR A JUTE MESH
STABILIZE SLOPES BY APPLYING
COMPACTED, AND REVEGETATED.
DISTURBED AREAS SHALL BE BACKFILLED,
INFLOW TO PIPE CULVERT.
RE-ALIGN TRIBUTARY AND DIRECT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
DD
D
-14.2
-14.0
11 11
-14.1
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A . 1
A1
NORTH
30' 60'0 CF107
R A
Y M
O
G A
IT
A N
A L
O
A T
O S
T A
SCALE: 1" = 30'
OVERALL SITE PLAN STA. 127+25 TO STA. 134+00
O V
E R
A L L S
IT
E P
L A
N
RIO PIEDRAS
FLOW
R
R
S
G A
IT
A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
ORNAMENTAL FENCE
DRAINAGE FLOW ARROW
SOD AREA
PAVED TRAIL
GRAVEL ACCESS ROAD
PARKING LOT/PAVED ROAD MILLING AND RESURFACING
LEGEND
THROUGH R-214 AND SPECIFICATION SECTION 37 71 13.
SALVAGED GUARDRAIL SHALL BE INSTALLED IN ACCORDANCE WITH R-207 7.
SEE SHEET CU510 FOR CULVERT D-14 CONSTRUCTION SEQUENCING DETAIL.6.
SEE CU 509 FOR STORM DRAIN BYPASS CONSTRUCTION SEQUENCING.
SEE SHEETS CU501 TO CU508 FOR PIPE SCHEDULE, PROFILES, AND DETAILS. 5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
EXISTING 36" RCP STORMDRAIN UPSTREAM INVERT NOT FOUND.3.
CONDITIONS.
PRIOR TO CONSTRUCTION AND RESTORE GRADE TO MEET EXISTING
CONTRACTOR SHALL VERIFY DRAINAGE PATTERNS OF THE PARKING LOT 2.
SEE SHEET CF101 FOR NOTES.1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
IE
:2 .7
TE
:8 .8
" ØCONCRETE
P
IP
E
D ia m e te r
C o n c re te P ip e
D ia m e te r
C o n c re te P ip e
IE
: 3 .9
TE
: 8 .7
" Ø C
ONCRETE
P
IP
E
HEAD
W
ALL
IE
: 5 .9
TE
: 7 .3
(D
ES
TROYED)
HEAD
W
ALL
IE
: 4 .3
TE
: 9 .1
Co nc re te P ipe 2"
Ø
OVERFL
OW
P
OND
STRUCTURE
IE
: 2 .1
TE
: 6 .0
SE
pip e wi th F lap V alv e
Co nc re te P ipe 2"
Ø
HEAD
ALL
X H
C o n c re te B o x
42" D iam eter C oncrete P ipe
CYCLONE FE
NCE
42" D iam eter C oncrete P ipe
IE
:1 1.
TE
:1 3.
CB
(A
NI
M
AL
CAGES
STRUCTURE
M
ETAL
W
OODEN
(P
ARTI
ALL
Y
DES
TROYED)
CONCRETE
C
HANNEL
C Y C L O
N E F
E N
C E
ABUTM
ENT
OLD
BRI
DGE
ABUTM
ENT
OLD
BRI
DGE
ELE
CTRI
C
BOX
EM
PTY
(S
IG
NAL
LOST)
W
ATE
R
LI
NE
G A T E
BOXELE
CTRI
C
(N
IU
)FUSE
BOX
AREA
BAM
BOO
AREA
BAM
BOO
IE
:1 2.
TE
:1 6.
SM
H
BENCH
G A
T E
GAZE
BO
GAZE
BO
CO
CONSTRUCTION LIMITS
MH D-20.1
24" RCP
LEFT CHANNEL WALL
CONSTRUCTION LIMITS
MH D-18.1A
MH D-18.1B
LINE #7
CHANNEL C/L
42" RCP 42" RCP
GRAVEL ACCESS ROAD
42" RCP
MH D-19.1
HANDRAIL
RIGHT CHANNEL WALL
JOSEFINA
LEFT CHANNEL WALL
JOSEFINA
AT ETW
REQ'D ROW
REQ'D ROW
REQ'D ROW
SLOPE 2% TOWARD CHANNEL
AT EXIST. GRADE
RESTORE EXIST. ROAD
SEE SHEET CF121
ARTICULATED CONCRETE BLOCKS
SEE SHEET CF121
SHEET PILE J-C1
SEE SHEET CF121
TURNAROUND
SEE SHEET CF121
CONCRETE ARMOR UNITS
END STA. 134+50
CLASS IV RIPRAP
CLASS IV RIPRAP
STA. 135+00
BEGIN HANDRAIL
END ORNAMENTAL FENCE
CHANNEL WALL
PIPE TIE IN AT LEFT
PIPE END D-20.0
CHANNEL WALL
PIPE TIE IN AT LEFT
PIPE END D-19.0
CHANNEL WALL
PIPE TIE IN AT RIGHT
PIPE END D-18.0B
CHANNEL WALL
PIPE TIE IN AT RIGHT
PIPE END D-18.0A
SEE NOTE 3.
GROUND IMPROVEMENT
SEE NOTE 3.
GROUND IMPROVEMENT
CF121
CF121
SEE NOTE 4
JET GROUT SEALS (TYP.)
SEE NOTE 4
JET GROUT SEALS (TYP.)
ON CAP BEAM
HANDRAIL
ON CAP BEAM
HANDRAIL
GUARDRAIL
AT END OF ACCESS ROAD
BEG. HANDRAIL ON CAP BEAM
CURVE #7
JOSEFINA C/L
LINE #8
JOSEFINA C/L
225' R
200' R
225' R
OFF. -125.93
PT STA. 134+42.49
OFF. -114.18
PC STA. 135+62.45
OFF. -112.87
PT STA. 135+80.24
OFF. -98.94
PC STA. 140+61.84
SHEET PILE R7
SEE SHEET CO302
DEMONSTRATION WALL #5
SEE NOTE 5
OF DRILLED SHAFTS
AND RE-INSTALL DURING CONSTRUCTION
SALVAGE EXIST. GUARDRAIL
IMPROVEMENT. SEE SHEET CO104
FOR JET GROUTING GROUND
10'x15' DEMONSTRATION AREA
(T
Y P
(M
IN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
D
D
DD
-13.9
15 14
-13.8 -13.7
-13.6
-13.7
-13.8
P T S
T A .1
J2
J
J
33.92'S42°22'24.4"E
P C S
T A .9
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
A1
NORTH
30' 60'0 CF108
R A
Y M
O
G A
IT
A N
A L
O
A T
O S
T A
SCALE: 1"=30'
OVERALL SITE PLAN STA. 134+00 TO 140+75
O V
E R
A L L S
IT
E P
L A
N
FLOW
RIO PIEDRAS
% 2
S
G A
IT
A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
CONCRETE ARMOR UNITS (CAU)
ARTICULATED CONCRETE BLOCKS (ACB)
ORNAMENTAL FENCE
DRAINAGE FLOW ARROW
RIPRAP
SOD AREA
PAVED TRAIL
GRAVEL ACCESS ROAD
LEGEND
THROUGH R-214 AND SPECIFICATION SECTION 34 71 13.
SALVAGED GUARDRAIL SHALL BE INSTALLED IN ACCORDANCE WITH R-207 5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
GROUTING SPEC 31 32 23 AND SHEETS CU502 TO CU505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 3.
SEE SHEET CF121 AND CF203 FOR JOSEFINA TRANSITION DETAILS.2.
SEE CF101 FOR NOTES.1.
CF333
D6
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
SHOW
ER
M
IS
T
SHOW
ER
M
IS
T
RIO P
IEDRAS
IE
: 2 .3
TE
: 5 .0
HEAD
W
ALL
30" D iam eter C oncrete P ipe
CYCLONE FE
NCE
CYCLONE FENCE
GATE
LP
A
(F
IL
L W
IT
H
DI
RT)
IE
:9 .4
TE
:1 2.
CB
IE
: 8 .2
DROP:
C o n cre te P ip e
" D ia m e te r
18" D iam eter P V C P ipe
18" Ø C
O N C R
ETE PIPE
LP
A
LP
A
IE
:5 .3
TE
:1 2.
CB
30" Diameter Concrete Pipe
(N
IU
)FUSE
BOX
(N
IU
)M
ANHOLE
ELE
CTRI
C
(F
IL
L W
IT
H
DI
RT)
IE
:1 0.
TE
:1 4.
CB
D ia m e te r C o n c re te P ip e
POLE
FUNI
CULAR
(N
IU
)TRANSF
ORM
ER
BOX
(N
IU
ELE
CTRI
C BOX
(N
IU
ELE
CTRI
C
(N
IU
)TRANSF
ORM
ER
POLE
FUNI
CULAR
BOXELE
CTRI
C
30" Diameter Concrete Pipe
GAZE
BO
(S
IG
NAL
LOST)
ELE
CTRI
C
LI
NE
PRI
M
ARY
SU
KV
TRANSF
ORM
ER
M
ANHOLE
ELE
CTRI
C
M
ANHOLE
ELE
CTRI
C
TRANSF
ORM
ER
PEDES
TAL
(N
IU
)M
ANHOLE
ELE
CTRI
C
(N
IU
)M
ANHOLE
ELE
CTRI
C
GAZE
BO
GAZE
BO
IE
: 7 .4
TE
:1 5.
CB
(W
IT
H
COVER)
SHOW
ER IE
: 7 .8
TE
:1 5.
STORM
M
H
GAZE
BO
W
ATE
R
VALVE
GAZE
BO
GAZE
BO
GAZE
BO
L W : 6
.7
L W : 6
.3
RIGHT CHANNEL WALL
CONSTRUCTION LIMITS
LEFT CHANNEL WALL
CONSTRUCTION LIMITS
MH D-21.1
30" RCP
LINE #7
CHANNEL C/L
CHANNEL WALL
PIPE TIE IN AT LEFT
PIPE END D-21.0
REQ'D ROW
REQ'D ROW
OF CONSTRUCTION
TO BE RESTORED UPON COMPLETION
EXIST. GONDOLA CABLES
SHEET PILE C1
TRANSVERSE
SHEET PILE C2
TRANSVERSE
CONSTRUCTION LIMITS
HANDRAIL
SLOPE 2% TOWARD CHANNEL
AT EXIST. GRADE
RESTORE EXIST. ROAD
SEE SHEET CF120
ARTICULATED CONCRETE BLOCKS
SEE NOTE 3.
GROUND IMPROVEMENT
CF121
CF121
SEE NOTE 4
JET GROUT SEALS (TYP.)
225' R
225' ROFF. -105.72
PT STA. 141+23.51
OFF. -111.47
PC STA. 141+46.26
OFF. -118.12
PT STA. 142+11.12
100' R
100' R
100' R
OFF. -109.24
PC STA. 144+16.70
OFF. -112.47
PT STA. 144+46.57
OFF. -126.71
PC STA. 145+00.43
OFF. -129.87
PT STA. 145+31.56
OFF. -121.28
PC STA. 146+85.33
(M
IN
SEE SHEET CO302
DEMONSTRATION WALL #6
P C S
T A .0
P T S
T A .0
1144.99'
S61°25'19.17"E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
D
-13.5
-13.4
-13.3
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
A1
NORTH
PLAN
30' 60'0
CF109
R A
Y M
O
B A
U M
Y
A L
O V
E
S T
A T
O S
T A
OVERALL SITE PLAN STA. 140+75 TO STA. 147+00
O V
E R
A L L S
IT
E P
L A
N
RIO P
IEDRAS
% 2
% 2
S
G A
IT
A N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
CONCRETE ARMOR UNITS (CAU)
ARTICULATED CONCRETE BLOCKS (ACB)
DRAINAGE FLOW ARROW
SOD AREA
PAVED TRAIL
LEGEND
SEE SHEETS CF507 TO CF509 FOR ACB AND CAU DETAILS.5.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.4.
GROUTING SPEC 31 32 23 AND SHEETS CU502 TO CU505.
GROUND IMPROVEMENT BELOW PIPE BEDDING MATERIAL SHALL BE PER JET 3.
SEE SHEET CF120 AND CG202 FOR TRANSITION DETAILS.2.
SEE SHEET CF101 FOR NOTES.1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
PP
C
RIO PIEDRAS
FOUND
CONCRETE
S
TRUCTURE
FOUND
- D
ES
TROYED
CONCRETE
P
IP
E
IE
: 4 .3
TE
: 7 .3
" ØCONCRETE
P
IP
E
FOUND
- D
ES
TROYED
CONCRETE
S
TRUCTURE
(S
IG
NAL
LOST)
W
ATE
R
LI
NE
CYCLONE FENCE
D ia m e te r
C o n c re te P ip e
C Y C
LO
N E
FE
N C E
24" Diameter Concrete Pipe
BOXELE
CTRI
C
(F
IL
L W
IT
H
DI
RT)
IE
:8 .6
TE
:1 2.
CB
D ia m e te r
C o n c re te P ip e
(N
IU
)M
ANHOLE
ELE
CTRI
C
12" Diameter Concrete Pipe
W
ATE
R
VALVE
IE
:1 2.
TE
:1 6.
CB
(S
IG
NAL
LOST)
ELE
CTRI
C
LI
NE
M
ANHOLE
ELE
CTRI
C
24" Dia meter Co ncrete Pipe
IE
:1 4.
TE
:1 6.
CB
BENCH
(N
IU
)M
ANHOLE
ELE
CTRI
C
(N
IU
)M
ANHOLE
ELE
CTRI
C
CYCLONE FENCE
S
TE
E
L FE
N C E
M
ANHOLE
ELE
CTRI
C
PRI
M
ARY
SECTI
ON
PM
-3
NTRANSF
ORM
ER
(N
IU
S T E E L F
E N
C E
S
ID
E W
A L K
ELE
CTRI
C
BOX
STEEL FENCESTEEL FENCE
PRI
M
ARY
VOLT
S
SU-
TO
TRANSF
ORM
ER
IE
:2 .3
TE
:1 8.
SM
H
IE
:2 .1
TE
:1 8.
SM
H
IE
:3 .7
TE
:1 8.
SM
H
CONCRETE WALL
IE
:3 .0
TE
:1 8.
SM
H
SIDEWALK
(B
ROKEN)
POW
ER
POLE
(N
IU
)BI
LL
BOARD
SI
GN
IE
: 7 .8
TE
:1 5.
STORM
M
H
GAZE
BO
GAZE
BO
GAZE
BO
Y P
O N
A C
E G
N A
R G
NI
VI
R D
LEFT CHANNEL WALL
LINE #8
CHANNEL C/L
CURVE #7
CHANNEL C/L
SLOPE 2% TOWARD CHANNEL
AT EXIST. GRADE
RESTORE EXIST. ROAD
CONSTRUCTION LIMITS
WINGWALL SHEET PILE L10
AT FINAL DRILLED SHAFT
END HANDRAIL
AT FINAL DRILLED SHAFT
END HANDRAIL
SEE SHEET CF120
ARTICULATED CONCRETE BLOCKS
SEE SHEET CF120
HANDRAIL
CHANNEL WALL
RIGHT
CONSTRUCTION LIMITS
48.62'
SHEET PILE R9
WINGWALL
OFF. -81.80'
STA. 148+59.75
TIE TO EXIST. CONC. PAD
CF121
CF121
M
IN
SEE NOTE 3
JET GROUT SEALS (TYP.)
100' R
OFF. -115.97
PT STA. 147+11.18
OFF. -105.55
PC STA. 147+42.24
OFF. -103.99
PT STA. 147+51.47
OFF. -103.60
PC STA. 147+90.39
OFF. -102.27676
PT STA. 147+98.93
SHEET PILE C3
EROSION CONTROL
P T S
T A .0
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
M A
T C
H L
IN
E S
T A
A1
NORTH
30' 60'0
R A
Y M
O
G A
IT
A N
A L
O V
CF110SCALE: 1"=30'
V
E R
A L L S
IT
E P
L A
N
FLOW
RIO PIEDRAS
S
G A
IT
A N
TO ABUT ACBs
ACCESS ROAD
OVERALL SITE PLAN STA. 147+00 TO STA. 147+40 TRANSITION
S T
A T
O S
T A T
R A
N S
IT
IO
N
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
EROSION CONTROL SHEET PILE C3
ARTICULATED CONCRETE BLOCKS (ACB)
DRAINAGE FLOW ARROW
SOD AREA
PAVED TRAIL
LEGEND
SEE SHEETS CF507 TO CF509 FOR ACB AND CAU DETAILS.4.
SEE SHEETS SB201 TO SB218 FOR JET GROUT SEAL LOCATIONS.3.
SEE SHEETS CF120 AND CG202 FOR TRANSITION DETAILS.2.
SEE SHEET CF101 FOR NOTES.1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
IRON FENCE
a te r
M e te r
E c o m a x x G a s S ta ti o n
C Y
C L
O N
E F
E N
C E
IE
:6 .7
T E :9 .6
Ø
C O
N C
R E T E P
IP
E
IE
:9 .6
T E :1 .8
S T R
M M
H25 NE STREET
IE
:8 .9
T E :1 .4
S M
H
P P
W
P P
W T E L P
W
U P
W
U P
W
P P
W
T E L P
W
P P
W
P P
W
P P
W
P P
W
P P
C
U P
W P P
W
P P
C
P P
W
P P
W P P
W
P P
W
P P
C
E A P
P P
C
P P
W
D ia m e te r
C o n c re te P ip e
IE
:1 .8
T E :1 .2
C B
IE
:1 .4
T E :1 .4
C B
W M
IE
:1 .0
T E :1 .7
S T R
M M
H
Ø C
O N
C R
E T
E P
IP
E
IE
:1 .8
T E :1 .8
C B
Ø C
O N
C R
E T
E P
IP
E
IE
:9 .4
T E :1 .9
C B
IE
:1 .2
T E :1 .9
S M
H
SIDEWALK
SIDEWALK
SIDEWALK
M E T E
R
W A T E
R
IE
:8 .7
T E :1 .9
C B
IE
:8 .7
T E :1 .9
C B
L P
C
D ia m e te r
C o n c re te P ip e
8" Ø P .V .C
I:
.8
Ø P .V .C
I:
.8
Ø P .V .C
IE
:8 .4
T E :1 .1
C B
IE
:8 .4
T E :1 .1
C B
W M
IE
:6 .3
T E :1 .1
C B
12" Ø P.V.C.
B O
X
D T
ID
E W
A L
K
IE
:6 .8
T E :1 .1
C B
I:
.8
Ø P .V .C
I:
.4
Ø P .V .C
SIDEWALK
SIDEWALK
IE
:4 .4
T E :1 .3
C B
IE
:6 .4
T E :1 .2
C B
S
ID
E W
A L
K
SIDEWALK
SIDEWALK
SIDEWALK
G A
T E
G A
T E
" D ia m et er P
V C P ip e
S
ID
E W
A L
K
IE
:S e a le d
T E :1 .4
S M
H
SIDEWALK
IE
:C
L O
G G
E D
T E :1 .4
S M
H
12" Ø P.V.C.
IE
:1 .5
T E :1 .4
S M
H
W M
M E T E
R
W A T E
R
SIDEWALK
IE
:C
L O
G G
E D
T E :1 .2
S M
H
W M
(N
IU
G A S V
A L V E
CONCRETE WALL
IE
:C
L O
G G
E D
T E :1 .7
S M
H
B O
X
D T
X
D T
C E
N T E
N N
IA
L B
O X
W V
W M
B O
X
A T
T
B O
X
D T
IE
:C
L O
G G
E D
T E :1 .8
S M
H
12" Ø P.V.C.
D ia m et er P
V C P ip e
E B
B O
X
D T
ID
E W
A L
K
P U
L L B
O X
E L E
C T
IC
:4 .6
T E :1 .9
S T R
M M
H
T E L P
W
E B
E B
T M
H
B O
X
D T
:4 .6
T E :1 .3
S T R
M M
H
IE
:4 .5
T E :1 .4
S T R
M M
H
D ia m e te r P
V C P ip e
B O
X
D T
X
D T
X
D T
O P
B O
X
D T
X
D T
O P
B O
X
A T
(C
R
W A S H
M E T A L
C
O N C R E T E S
T R
U C T U R E
S U
B S T
A T
E P
A
L W
.7
G A
T E
P P
W
E M
H
E M
H
J U
N C
T
IO
N B
O X
C O
M M
U N
IC
A T
IO
N
E M
H
R A
IS
E R
W C
O M
M U
N
IC
A T
IO
N
P O
W E
R P
O L E
P P
C
P O
L E
T R
A F F
IC
L P
C
P O
L E
T R
A F F
IC
L P
C
C A
M P
T L P
G A S S
T A T
O
M A
X X
S T
U S
P P
W
P P
C
L W
.8
L W
.9
LW=25.03
L P
C
L W
.1
LW=26.28
P P
W
LW= 26.90
LW=30.12
P O
L E
T R
A F F
IC
P O
L E
T R
A F F
IC
L P
W
LW=33.10
L W
.2
LW=33.76
L W
.3
LW= 3
3.9
LW=36.54
L W
.2
LW=40.17
L W
.1
LW=41.11
F
LO
W
C O
W M
W V
W M
W M
C O
W M
W M
W M
W M
W M
W V
W V
W M W M
C O
C O
C O
C O
WM
W M
T L P
L P
C
CONSTRUCTION LIMITS
E: 778579.33
N: 868140.93
NEW DRIVEWAY POB
12'
12'
E: 778597.91
N: 868150.12
NEW DRIVEWAY PC
E: 778650.94
N: 868155.25
NEW DRIVEWAY PT
E: 778684.41
N: 868146.11
NEW DRIVEWAY POE
30'
SEE SHEET CF505
W/ DOUBLE SWING GATE
CHAIN LINK FENCE
(4 PARKING SPOTS TOTAL)
AT NEW DRIVEWAY
DO NOT RESTRIPE
TO MATCH EXIST. CONFIGURATION
RESTRIPE PARKING LOT
CF121
CF121
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
A1 30' 60'0
NORTH
R A
Y M
O
G A
IT
A N
A L
O
SEE SHEET CF105
GENERAL SHEET NOTES
O V
E R
A L L S
IT
E P
L A
N
CALLE 25
R O
O S
E V
E L T A
V E
R O
O S
E V
E L T A
V E
CALLE ANDALUCIA
75' R
.7
N °4
'3
.4 "E
.7
N °4 3' .6 1"
W
S
G A
IT
A N
PARKING LOT DRIVEWAY RECONSTRUCTION
PARKING LOT MILLING AND RESURFACING
LEGEND
KEY MAP
CF101A
CF101
CF102
CF103
CF104
CF105
CF106
CF107
CF108
CF109
CF110
CF111
OVERALL SITE PLAN - CALLE 25 PARKING LOT ENTRANCE
C A
L L E
P
A R
K
IN
G L
O T E
N T
R A
N C
E
SEE SHEET CT111 FOR MAINTENANCE OF TRAFFIC PLAN.3.
LIMITS.
SEE E SHEETS FOR ELECTRICAL UTILITY RELOCATIONS AND WORKING 2.
SEE SHEET CF101 FOR NOTES.1.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
N J
U A
N P
U E
R T
O R
IC
O
-5
-5 -5
-5
-5
CYCLONE FENCE
P P
W
P P
W
P P
W
R O
O M
D
IN
N
IN
G
S
TO
R A G E
C
LA
S S R
O O
M S
CYCLONE FENCE
C Y
C L
O N
E F
E N
C E
C Y
C L
O N
E F
E N
C E
LINE AR-1
CURVE AR-1
LINE AR-2
CURVE AR-2
LINE AR-3
CURVE AR-3
LINE AR-4
CURVE AR-4
LINE AR-5
' 0
' 0
" (T Y
P
' 0
" (T Y
P
SEE SHEET CF104
GUARDRAIL
E: 778540.09
N: 868662.71
STA. 109+63.20 OFF. +93.13
POE ACCESS ROAD
CONSTRUCTION LIMITS
B
O L L
A R
O L L
A R
D S
AT ETW
REQ'D ROW
OFF. +100.31'
STA. 109+12.25
42" PEDESTRIAN GATE
E: 778452.08
N: 868729.07
OFF. +93.13'
STA. 108+52.97
POB ACCESS ROAD
6" MIN.
OFF. +80.50'
STA. 109+05
BEG. CHAIN LINK FENCE
END GUARDRAIL
OFF. +80.50'
STA. 109+23
END CHAIN LINK FENCE
BEGIN GUARDRAIL
OFF. +98.48'
STA. 109+05
W/ BARBED WIRE
8' CHAIN LINK FENCE
OFF. +101.54'
STA. 109+05
W/ BARBED WIRE
8' CHAIN LINK FENCE
STA. 106+52.66
FENCE GATE
CHAIN LINK
VALVE BOX F
EXIST. 48" WATER MAIN
SEE SHEET CU103
48" WATER MAIN
SEE SHEET SB101
UTILITY BRIDGE
GRAVEL ACCESS ROAD
LEFT CHANNEL WALL
BOLLARDS (2)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
A N
S I
D
A R
C A
D
IS
N
C A
U S
E W
A Y B
L V
D
M E
T A
IR
IE
L
A
S U
IT
E
S A
N J
U A
N P
U E
R T
O R
IC
O
R
IO
P
U E
R T
O N
U E
V O P
R O J E
C T
C H
A N
N E
L B
O T
T O
M A
N D W
A L L I
M P
R O
V E
M E
N T S
S U
P P
L E
M E
N T
A L C
O N
T R
A C
T
D E
C E
M B
E R
CF113
R A
Y M
O
G A
IT
A N
A L
O V
E
NORTH
SCALE: 1" = 10' 10' 20'0
LINE NO. LENGTH DIRECTION
CURVE NO. CHORD DIRECTION
ACCESS ROAD C/L LINE TABLE
LINE AR-5
LINE AR-4
LINE AR-3
LINE AR-2
LINE AR-1
2.89'
20.30'
5.72'
4.72'
1.76'
S52° 59' 01.03"E
S76° 11' 25.22"E
S52° 42' 13.00"E
S21° 09' 35.03"E
S52° 59' 01.03"E
CURVE AR-4
CURVE AR-3
CURVE AR-2
CURVE AR-1
40.50'
45.00'
45.00'
37.50'
16.40'
18.45'
24.77'
20.83'
23.21°
23.49°
31.54°
31.82°
S64° 35' 13.12"E
S64° 26' 49.11"E
S36° 55' 54.01"E
S37° 04' 18.03"E
16.29'
18.32'
24.46'
20.56'
8.32'
9.35'
12.71'
10.69'
TCHORD LGTHLGTH R Δ
ACCESS ROAD C/L CURVE TABLE
FLOW
RIO PIEDRAS
O V
E R
A L L S
IT
E P
L A
N
L E
F T C
H A
N N
E L B
A N
K
S
G A
IT
A N
OVERALL SITE PLAN - SITE FEATURES AT UTILITY BRIDGE
'-6
" O .C
'-6
" O .C
S
IT
E F
E A
T U
R E
S A
T U
T
IL
IT
Y B
R
ID
G E
P T
P C
P C
P T
P C
P T
P C
P T
BEGINNING AT STA. 108+52.97. SEE CENTERLINE INFORMATION BELOW.
FRONT FACE OF CHANNEL WALL, EXCEPT AT THE WATER UTILITY BRIDGE
ACCESS ROAD EDGE OF TRAVEL WAY TYPICALLY MEASURES 20'-0" FROM 5.
SEE DETAIL B7 SHEET CF506 FOR BOLLARD DETAIL.4.
SEE SHEET SB101 FOR UTILITY BRIDGE PLAN AND ELEVATION.3.
SEE SHEET CU103 FOR 48" WATER MAIN PLAN AND PROFILE.2.
SEE SHEET CF101 FOR NOTES.1.
-15.3
CF506
E1
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T A
S K F
O R
C E V
IP
R
F
R A
N K
L
IN
D
E L
A N
O R
O O
S E
V E
L T A
V E
N U
E
S A
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24" DIAMETER CONCRETE PIPE
R E A
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D ia m e te r
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P R E P A
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CONCRETE FENCE
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TO CAP BEAM FENCE
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24" RCP
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8' CHAIN LINK FENCE
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TO CAP BEAM FENCE
TIE UTILITY BRIDGE FENCE
SEE SHEET CU103
VALVE BOX G
EXIST. 48" WATER MAIN
CONSTRUCTION LIMITS
BOLLARDS (2)
SEE SHEET CF313
TO BE REGRADED
EXIT. SWALE
(NO BARBED WIRE)
6' CHAIN LINK FENCE
SEE E SHEETS
RELOCATED POWERLINE
RIGHT CHANNEL WALL
OFF. -114.50
STA. 109+13
42" PEDESTRIAN GATE
48" WATER MAIN
OFF. -114.50
STA.109+29
W/ BARBED WIRE
8' CHAIN LINK FENCE
OFF. -114.50
STA. 108+97.50
W/ BARBED WIRE
8' CHAIN LINK FENCE
SEE SHEET CU103
48" WATER MAIN
STA. 109+21.55
BEG CONCRETE PRIVACY WALL
(REPLACE IN-KIND)
CONCRETE PRIVACY WALL
STA. 109+06.64
END CONCRETE PRIVACY WALL
.7
18.12'
6" MIN. CLR.
14'
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