H1_Drawing_files___84674.pdf
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- Improve drain ditch in H-belt, RLFC
- Solicitation number
- W91QVN-17-R-0221
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| A21_RFP_for_W91QVN-17-R-0221.docx | DOCX document | |
| A2_Submittal_Register___84674.xls | XLS spreadsheet |
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a u to s h o r t_ d e s ig n
G-001
H D
L G
F R
R
H R
F
SECTION /DETAIL
NOTE :
EXAMPLE :
CROSS REFERENCING
FROM ANOTHER DISCIPLINE.
OTHER DISCIPLINE
SHEET NUMBER ON WHICH THE
SECTION/DETAIL IS DRAWN
SHEET NUMBER ON WHICH
THE SECTION/DETAIL IS
DRAWN
DRAWING IDENTIFICATION NUMBER
DRAWING IDENTIFICATION NUMBER
C-501
C-501
M-501
T
IT
L E
S H
E E
T
S C
H E
D U
L E
O F
D R
A W
IN
G
S
DateChief, Engineering Division
Approved by:
Project Manager Date
DateChief, Tech Review
D
IS
K. ITSU
N
AN
A G
N G I N
E E
R
NA
L E
SE SIO
PROF
R E
N
M
G I S
T E
R E
D
TERRITORY
OF
GUAM
C
No. CE 662
RTIFICAT
EE
E
G-001
G-010
SECTION / DETAILS CROSS
REFERENCING CONVENTIONS
S C H E D U L E O F D R A W I N G S
DESCRIPTION OF DRAWINGSDESCRIPTION OF DRAWINGS REVISION STATUSREVISION STATUSRING NO. SHT ID NO. RING NO. SHT ID NO.
LOCATION PLAN
C-001
CIVIL
GENERAL
C-002
CS101
CS102
CS103
CS104
CS105
AREA 1, KOREA
CG101
CG102
CG103
CG104
CG105
GRADING AND DRAINAGE PLAN - 1
GRADING AND DRAINAGE PLAN - 2
GRADING AND DRAINAGE PLAN - 3
GRADING AND DRAINAGE PLAN - 4
SITE LAYOUT PLAN - 1
SITE LAYOUT PLAN - 2
SITE LAYOUT PLAN - 3
SITE LAYOUT PLAN - 4
C-301
C-302
C-303
C-304
C-305
C-501 DETAILS - 1
C-502 DETAILS - 2
C-503 DETAILS - 3
C-201 DRAIN LINE "1" - PROFILE - 1
DRAIN LINE "1" - PROFILE - 2C-202
DRAIN LINE "2" - PROFILE - 1C-203
C-204 DRAIN LINE "2" - PROFILE - 2
SECTIONS DL - 1 (STA 0+000 TO STA 0+200)
SECTIONS DL - 1 (STA 0+225 TO STA 0+425)
SECTIONS DL - 1 (STA 0+450 TO STA 0+625)
SECTIONS DL - 2 (STA 0+000 TO STA 0+200)
SECTIONS DL - 2 (STA 0+225 TO STA 0+425.92)
TITLE SHEET, SCHEDULE OF DRAWINGS
CD101
DETAILS - 4C-504
CONTRACT DRAWINGS (100%)
GENERAL NOTES
CIVIL ABBREVIATIONS & LEGENDS
OVERALL GRADING AND DRAINAGE PLAN
OVERALL SITE LAYOUT PLAN
REMOVAL PLAN
84674, IMPROVE DRAIN DITCH IN H-BELT, RLFC
S E
T
ID
S E
O U
L
K O
R E
A
S
O U
L
K O
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A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
FAR EAST DISTRICT
M
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
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3 421 5
C
SHEET
IDENTIFICATION
NUMBER
Sheet of
U
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A R
M Y
E N
G
IN
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R D
IS
T
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IC
T
C O
R P
S O
F E
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IN
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S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
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A P
P R
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S o li c it a ti o n
N o
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F il e N u m b e r:
P lo t D a te
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S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
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H -B
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T
R L
F C
W
U M
-1
-D -0
-D
O
GRAPHIC SCALE
N
SCALE = 1:12000
BLACKHAWK VILLAGE
SEMINOLE RANGE
ARAPAHO RANGE
CHEROKEE VALLEY RANGE
WARRIOR VILLAGE
MAIN GATE
RLFC BOUNDARY
MP W-4
DMPTR
MANCHU HILL
DMPRC RANGE
MPMG
IPBC RANGE
2400000
SCALE: 1:12000
480000
LOCATION PLAN
NOTE:
CONTRACTOR’S FIELD OFFICE AND LAYDOWN AREA SHALL BE
IDENTIFIED DURING THE PRE-CONSTRUCTION CONFERENCE BY
RANGE CONTROL OFFICER.
RANGE CONTROL OFFICE
CP
GW
D300
D200
CP
CP
CP
CP
CP
CP
CP
CP
CP
D100
CP
CP
CP
CP
CP
CP
CP
GW
CP
CP
"200" X-MARKED
N:4213479.547
E:343685.815
EL:138.850
"100" RED STAKE
N:4213551.949
E:343808.034
EL:154.644
"2" X-MARKED
N:4213466.010
E:343778.288
EL:143.589 "1" X-MARKED
N:4213472.710
E:343837.434
EL:146.633
"3" REBAR
N:4213436.380
E:343895.887
EL:151.703
"11" REBAR
N:4213391.947
E:344087.505
EL:157.813
"12" REBAR
N:4213393.048
E:344223.573
EL:163.832
SP
SP
SP
1-20KVA
TMH
TOP 152.993
CP
GW
D300
D200
CP
CP
CP
CP
CP
CP
CP
CP
CP
D100
CP
CP
CP
CP
CP
CP
CP
GW
CP
CP
"200" X-MARKED
N:4213479.547
E:343685.815
EL:138.850
"100" RED STAKE
N:4213551.949
E:343808.034
EL:154.644
"2" X-MARKED
N:4213466.010
E:343778.288
EL:143.589 "1" X-MARKED
N:4213472.710
E:343837.434
EL:146.633
"3" REBAR
N:4213436.380
E:343895.887
EL:151.703
"11" REBAR
N:4213391.947
E:344087.505
EL:157.813
"12" REBAR
N:4213393.048
E:344223.573
EL:163.832
SP
SP
SP
1-20KVA
TMH
TOP 152.993
E
E
E
E
E
CT
E
T
T
E
BR
E
E
E
E
E
E
E
CT
CT
A
D
C
B
FIRING LINE
BERM
DEMO AREA
ADMIRALTY PORT
BLDG
OBCI AREA
BR
E
E
KOREA CLEAN SYSTEM CO.,LTD.
BR
E
E
E
E
E
E
E
E
E
E
E
E
E
BR
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CT
DISUSED QUARRY
D I A
D I A
S-1241
CHEROKEE VALLEY
2ND INFANTRY DIVISION
GRID CH 433122
12 345 67891011121314
TR
64 91
TR
BR
AST 20
FIRING PLACE
CT
U.C
6-39
5-29
4-21
3-20
2-19
1-18
54 T3
T2
52 T1
51 T4
50 T5
49 T6
55 T7
A FIRING RANGE
A POWDER MAGAZINE
A.C
CT
GUARDROOM
GREENPIA HOTEL
S
S
U.C
T
T
T
T
T
T
T
T
T
T
T
T
W.C
W.C
W.C
W.C
T
T
T
T
T
T
T
T
T
T
TR
TR
T
T
S-1218HELIBROME TR
TR
99.577
ADMIRALTY PORT
BRIEFING ROOM
CROSSWIND CANT
HELI DROME
TR
TR
CT
TR
KATUSA SNACK
E
CT
BARBER SHOP
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
POL
TR
W
S
E
E
CON
TCL
AS
E
E
TKTK
CT
CT
CT
CT
CT
TK
E
CT
TK
TK
CONTROL CENTER
S
S
S
S
TCL
CON
TCL
TCL
YOUNGDONG OIL BANK
VILLAGE HALL
TCL
CONTROL CENTER
S1268
S1255
T1237
T1212
S1271
D I A
S1213
T1214
T1215 S1253 S1254
S1260
S1258
S1257 S1256S1243
S1281
S1280
S1279
S1278
S1277
S1283
S1282
S1211
S1242
S1252
S1250
S1249
S1251 S1210
S1246
S1245 S1259
S1244S1209
S1208
T1236
T1232
S1284
ADMINS1248
S1262
S1263
S1270
S1206
S1207
GATE
RICE PADDY RICE PADDY
RICE PADDY
RICE PADDY
RICE PADDY
S1247
S1238
S1286
S1285
GATE
WELL #1-439
(70-90 GPM)
WATER WELL 3
N 4,209,983.691 E 343,468.055
TOP EL 74.174
GL EL 73.688
WATER WELL 4
N 4,209,931.249 E 343,457.491
TOP EL 72.269
GL EL 71.631
WATER WELL#2-440(25GPM)
N 4,209,902.489 E 343,494.802
TOP EL 71.762
GL EL 71.185
T
T
T
T
T
T
T
T
T
T
T
T
W.C
W.C
W.C
W.C
T
T
T
T
T
T
T
T
T
T
TR
TR
T
T
S-1218HELIBROME TR
TR
99.577
ADMIRALTY PORT
BRIEFING ROOM
CROSSWIND CANT
HELI DROME
TR
TR
CT
TR
KATUSA SNACK
E
CT
BARBER SHOP
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
D I A
POL
TR
W
S
E
E
CON
TCL
AS
E
E
TKTK
CT
CT
CT
CT
CT
TK
E
CT
TK
TK
CONTROL CENTER
S
S
S
S
TCL
CON
TCL
TCL
YOUNGDONG OIL BANK
VILLAGE HALL
TCL
CONTROL CENTER
S1268
S1255
T1237
T1212
S1271
D I A
S1213
T1214
T1215 S1253 S1254
S1260
S1258
S1257 S1256S1243
S1281
S1280
S1279
S1278
S1277
S1283
S1282
S1211
S1242
S1252
S1250
S1249
S1251 S1210
S1246
S1245 S1259
S1244S1209
S1208
T1236
T1232
S1284
ADMINS1248
S1262
S1263
S1270
S1206
S1207
GATE
RICE PADDY RICE PADDY
RICE PADDY
RICE PADDY
RICE PADDY
S1247
S1238
S1286
S1285
GATE
WELL #1-439
(70-90 GPM)
WATER WELL 3
N 4,209,983.691 E 343,468.055
TOP EL 74.174
GL EL 73.688
WATER WELL 4
N 4,209,931.249 E 343,457.491
TOP EL 72.269
GL EL 71.631
WATER WELL#2-440(25GPM)
N 4,209,902.489 E 343,494.802
TOP EL 71.762
GL EL 71.185
FAR EAST DISTRICT
B
D
3 421 5
C
A
SHEET
IDENTIFICATION
NUMBER
Sheet of
US ARMY CORPS
OF ENGINEERS
u to d e s ig n
F R
R
H R
F
C-001
C
IV
IL
A
B B
R E
V A
T
IO
N S
L
E G
E N
D
FUEL OIL RETURNFOR NOT TO SCALENTS SECT SECTION
WOODEN FENCE
CMU WALL FENCE
EXISTING U/G PIPE
(TO BE ABANDONED)
NORTH DIRECTIONAL ARROW
RW RW
B98-407
EL 71.70
C I V I L L E G E N D
BUILDING
REMOVALEXST NEW
S S S
SEWER LINE W/SCO150
NEWEXST REMOVAL
GRAVE & CEMETERY
SPOT ELEVATION
CONTOUR LINE
A/G & U/G FUEL OIL STORAGE TANK
EVERGREEN OR DECIDUOUS TREE
N
( 23.60) 23.60
RICE PADDY
WATER LEVEL
DRY FARM
EXST NEWREMOVAL
PORTLAND CEMENT CONCRETE
GRADE
HEIGHT
HARDWARE
HEXAGON
HOSE BIBB
HIGH, HEAD, HORIZONTAL
GALVANIZED
GREASE TRAP
HB
CLR CLEARANCE
CONSTR
CW
CV CHECK VALVE
CONSTRUCTION
COLD WATER
HEX
HDW
HGT
COATING, CUTTINGCTG
CTRJ
C TO C
CONTRACTION JOINT
CENTER TO CENTER
CRV
CP
CURVE
CONCRETE PIPE
H
GT
GR
GALV
PCC
PAVT
PC
PAVEMENT
POINT OF CURVATURE
P POLE
GENERATOR
GROUND
GATE VALVE
GALVANIZED STEEL PIPE
GRADE LINE
(MATERIAL)
GOVERNMENT FURNISHED PROPERTY
FUEL OIL SUPPLY
FIRE WATER
COLUMN GFP(M)COL
CORR
COR
CONT
CORNER
CONTINUOUS
CORRUGATED
CONN
CONC
CONNECTION
CONCRETE
GND
GV
GS-GSP
GL
CUBIC METER OR CENTIMETER
CEMENT MASONRY UNIT
CORRUGATED METAL PIPE
CMU
CMP
CLKG
CLJ
CM
CONTROL JOINT
CAULKING
GEN
FW
FOS
OVERHEADO/H
ORIG
OUTL
O TO O
OUTLET
ORIGINAL
OUT TO OUT
OPNG
OPTL
OPENING
OPTIONAL
OA OVERALL
OD
OC
OUTSIDE DIAMETER
ON CENTER
# NUMBER
SQUARE
STATION
SEPTIC TANK
STAINLESS STEEL
STA
ST
SST
SQ
PLUS OR MINUS+
CENTER LINE
SAME AS ABOVE OR DITTO
C
PERCENT
PLATE
P
SLP,S SLOPE
STEEL PIPE OR OVERHEAD SECONDARY
SPECIFICATION(S)
POWER LINE OR STATIC PRESSURE
SOLENOID VALVE
SEWER MANHOLE
SP
SPEC(S)
SOLV
SMH
SHEET
SHOULDER
SIMILAR
SEWER LINE
SURFACE INLETSI
SIM
SL
SHT
SHLDR
EQUAL
AT
AND&
TRANSFORMERXFMR
WATER
WELDED WIRE MESHWWM
WTR
TYP TYPICAL
NON FROST SUSCEPTIBLE MATERIAL
MIN MINIMUM
EXISTING
EXTERIOR
FINISH
FLOOR DRAIN
FOUNDATION
FIRE HYDRANT
FLOOR LEVEL
FUEL OIL LINE
FINISH GRADE
EXPANSION JOINT
CUBIC METERS PER SECOND
CAST IRON PIPECI-CIP
LCCL OR
CJ
CENTER LINE
CONSTRUCTION JOINT
CHAN
CMS
CHANNEL
FL
FIN OR FNSH
FOL
FG
FHY
OF THE VERTICAL CURVE
BEGINNING HORIZONTAL LOCATION
C
CAP
CONDUIT
CAPACITY
BW
BVC
BOTTOM OF WALL
FD
FDN
EXP JT
EXST
EXT
NOT IN CONTRACTNIC
NO OR #
NOMEN
NUMBER
NOMENCLATURE
N
NFSM
NORTH
MTG
MJ
MOUNTING
MECHANICAL JOINT
mm
MISC
MILLIMETER
MISCELLANEOUS
ESTIMATE
EACH WAY
ENCLOSURE
ENGINEERING
ENTERING OR ENTRANCE
ETCETERAS
OF THE VERTICAL CURVE
ENDING HORIZONTAL LOCATION
ELEVATION
ELECTRICAL
ELECTRICAL MANHOLE
BUILDING(S) ENTBLDG(S)
BOTTOMBOT OR B
BS
BRK BRICK
BOTH SIDES
BO
BLK BLOCK
BLOW-OFF
EW
EVC
EST
ETC
BASE CIVIL ENGINEER
BOTTOM OF CURB OR STRUCTURE
BKS
BH BOILER HOUSE
BARRACKS
B
BCE
BARR BARRIER
ENCL
ENGRG
EL
ELEC
EMH
MIDDLEMDL
MECH
MET METAL
MECHANICAL
MATL
MAX MAXIMUM
MATERIAL
M2
M METERS
SQUARE METERS
LPM
LYT
LWL
LAYOUT
LITER PER MINUTE
LOW WATER LEVEL
REQ’D REQUIRED
SOUTH
SCALE
SADDLE
SURFACE CLEAN OUTSCO
SDL
S
SC
ROOM
REPAIR
RAW WATER , RETAINING WALL
REVIEW,REVISE
RPR
RW
REV
RM
(�µµ
WITHOUTW/O
WEIGHT
WOODEN POLE
WT
WP
WIRE MESH
WELDED
WM
WLD
WIND LOAD OR WATER LINE
WOOD OR WASTE DRAIN
WALL HYDRANT
WD
WH
WL
WITH
WEST, WIDTH
W/
W
REFERENCE
RELOCATED
REPLACE
REINFORCING BAR
RECTANGULAR
RELOC
REPL
RE-BAR
RECT
REF
RUBBER
RADIUS
ROAD
REINFORCED CONCRETE PIPE
REINFORCED CONCRETERC
RCP
RD
RBR
RAD OR R
VELOCITYVEL
VERTICALVERT
VALVE BOX
VARIOUS
VB
VAR
UNDERGROUND
UNIFORM
U/G
UNIF
UNDER CONSTRUCTIONU/C
HEADWALL OR HOT WATER
HORSEPOWER, HIGH POINT
INSULATIONINSUL
DESIGN
DWELLING
EAST
EACH
U/G ELECTRICAL CABLE LINE
DRAWING(S)
DIRECTORATE OF PUBLIC WORKS
EXEMPLI GRATIA
DRAIN OR DOOR
AS SOON AS POSSIBLEASAP
AIR VACUUM RELIEF VALVE
AVERAGEAVG
AVRV
AUTO
ASPH ASPHALT
AUTOMATIC
EA
EG
ECL
E
ARCH
APPROX APPROXIMATE
ARCHITECTURAL
ALT
AL
AKR ANCHOR
ALTITUDE
ALUMINUM
DWEL
DWG(S)
DPW
DR
DSGN
JOINTJT
LG
LONG
L
LENGTH
LITER
LONGITUDINAL
L LONG
IS INSECT SCREEN
INVT
INTR
INVERT
INTERIOR
DETAIL(S)
DIAMETER
DIAGRAM
DIMENSION
DOWN
DROP
DUCTILE IRON PIPE
DISTRIBUTION
DROP MANHOLE OR DRAINAGE MANHOLE
DRAIN LINE
DRINKING FOUNTAIN
DI-DIP
ADHESIVEADH
A/G
ADJ
ABOVEGROUND
ADJACENT
ADD
AD AREA DRAIN
ADDITION
DMH
DN
DP
DL
DISTR
AIR COOLED CONDENSING UNIT
ASBESTOS CEMENT PIPE
ASBESTOS CONTAINING MATERIAL
ACS
ACP
ACM
ACCESS
ACFT OR A/C
AC
ACCU
ASPHALTIC CONCRETE
AIRCRAFT
DIAG
DIM
DF
DET(S)
DIA
INL
INSTL
INLET
INSTALLATION
ID
IJ
IE
INSIDE DIAMETER
ISOLATION JOINT
INVERT ELEVATION
HWL HIGH WATER LEVEL
HORIZ
HW
HP
HORIZONTAL
PWR POWER
QUANTITY
RIGHT
POINT OF TANGENT
R
Q
PT
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY
POLYVINYL CHLORIDE
PREFABRICATED VERTICAL DRAIN
PVI
PVT
PVC
PVD
THROUGHTHRU
TOTAL
TOP OF WALL
TOT
TW
TELEPHONE MANHOLE
TOP OF STEEL
TMH
TOS
THICK
THREAD
THK
THD
TELEPHONE
TEMPORARY
TEL
TEMP
TDH
OVERHEAD PRIMARY POWER LINEPP
PRESSURE
PARTITION
PROJECT
PRESSURE REDUCING VALVE
PREFABRICATED
PROJ
PTN
PRV
PRESS
PREFAB
PAINT
POINT ON CURVE
PRESS GAUGE
POINT OF INTERSECTION
POINT OF INTERSECTION OF VERTICAL CURVE
PNT
POC
PG
PI
PIVC
SWITCHSW
TOP OF CURB OR STRUCTURE
UNDERGROUND TELEPHONE CABLE LINE
T
TITLE BLOCKT/B
TCL
SYSTEMSYS
STAIRWAY
SUSPEND(ED)
STWY
SUSP
STEEL
STRUCTURE
STORAGE
STRL
STOR
STL
C I V I L A B B R E V I A T I O N S
DEPTHAB D HM HOLLOW METAL PERMANENTPERM STANDARDSTDANCHOR BOLT
TOTAL DYNAMIC HEAD
LOCATION OF SOIL BORING
W/ BORING NUMBER AND
EXISTING GROUND ELEVATION
NEWEXST REMOVAL
(BARBED WIRE FENCE)
CHAIN-LINK FENCE
CHECK VALVE
RWRWRW
W A A W
W
W
WW
RAW WATER LINE
A
FIRE HYDRANT W/GUARD POST
150WW W
W
W W
W
WW
WATER LINE W/FIRE HYDRANT
S SS
GREASE TRAP
SEWER LINE W/SEPTIC TANK
S S
S SEWER LINE W/SMH
VALVE BOX AND MANHOLE
WATER LINE W/VALVE &
W/ VALVE BOX
WATER LINE & GATE VALVE
VACUUM RELIFE VALVE
WATER LINE W/AIR &
FOSFOSFOS FUEL OIL SUPPLY
FORFORFOR FUEL OIL RETURN
GGG
50 50
50 NATURAL GAS LINE
CONC DITCH, CONC COVERED
DRAIN LINE W/SURFACE INLETD300 300DD300
CULVERT W/HEADWALL & ENDWALL
DRAIN LINE W/DMHD300 D300D300
GROUTED STONE OPEN DITCH
W/DIRECTION OF FLOW
CONC OPEN DITCH
DIRT ROAD
ASPHALT PAVED ROAD W/CURB
CONC STEPS W/HANDRAIL
CONC SLAB & CONC SIDEWALK
CWRCWRCWR CHILLED WATER RETURN
CWSCWSCWS CHILLED WATER SUPPLY
WHRUWHRUWHRU WASTE HEAT RECOVERY UNIT
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OF ENGINEERS
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GRADING NOTES
1. EXISTING FINISH GROUND ELEVATION AFFECTED BY IMPROVEMENS SHALL
BE RESDTORED TO ITS ORIGINAL CONDITION OR BETTER.UNLESS
OTHERWISE SHOWN.
2. ALL EXPOSED AREA SHALL BE SOLID SODDED. SODDING SHALL BE
PLACED WITH NO GAPS, AS SOON AS FINAL GRADES HAVE BEEN
ESTABLISHED. SODDING SHALL NOT BE DELAYED UNTIL ALL GRADING
WORK HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE
CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN
INTERRUPTED OR DELAYED, SHALL BE SODDED.
ALL NEWLY GRADED AREAS SHALL BE TOP SOILED 100mm (4 INCHES)
THICK PRIOR TO SODDING.
3. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS
ARE TOP OF PAVEMENT ELEVATIONS, UNLESS OTHERWISE INDICATED.
ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO
EXISTING PAVED OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING
CONNECTION.
4. TOPS OF MANHOLES/DRAINAGE INLETS TO BE RETAINED SHALL BE
ADJUSTED TO MATCH FINISH GRADE ELEVATION.
5. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING
FROM HIS WORK INCLUDING DRAINAGE FACILITIES, THE COSTS INCURRED
FOR ANY NECESSARY REMEDIAL ACTION BY THE CONTRACTING OFFICER
SHALL BE PAYABLE BY THE CONTRACTOR.
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE
DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION
OF THE CONTRACTING OFFICER.
2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL
NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES
AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY
PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC
AND/OR MILITARY TRAFFIC AND OPERATIONS.
3. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR
REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER
CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT
ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,
AND UTILITIES.
4. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE
CONTRACTING OFFICER.
5. EXISTING TOPO GRAPHIC INFORMATION ARE FROM
FED, G & EE BRANCH DWG. NO. 16-043G DATED 10 OCT 2016.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON
THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION
OF THE CONTRACTING OFFICER.
6. HORIZONTAL & VERTICAL CONTROLS ARE BASED ON MONUMENT NO. 11
& 12 ESTABLISHED USING WGS84, UTM ZONE 52. DATUM IS MEAN SEA
LEVEL.
"11" N:4,210,715.820 E:344,398.299 EL:107.554
"12" N:4,210,650.890 E:344,066.708 EL:100.490
7. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
8. ALL ELEVATIONS ARE IN METERS UNLESS OTHERWISE NOTED.
9. REINFORCED STEEL SHALL CONFORM TO ASTM A615, GRADE 60 OR KSD3504,
WITH fy = 400 MPa. UNLESS OTHERWISE NOTED.
10. AS SOON AS CONTAMINATED SOIL IS ENCOUNTERED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE CONTRACTING OFFICER FOR APPROPRIATE ACTION.
DEMOLITION NOTES
1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT
LIMITS INDICATED, UNLESS OTHERWISE NOTED.
2. PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND
FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION
FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF
ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.
3. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH APPLICABLE
KOREAN ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING
STANDARDS FOR KOREA, USFK REGULATION 201-1.
4. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTINGS NOT
SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR TRANSPLANTED
SHALL BE CLEARED, GRUBBED AND REMOVED FROM THE SITE.
TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED
SHALL BE CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS
DETERMINED BY THE CONTRACTING OFFICER.
TRANSPLANTED TREES SHALL BE MAINTAINED THE LIFE OF THE CONTRACT
5. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE
DEMOLISHED AND REMOVED AS INDICATED.
6. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT
LIMITS SHALL BE DEMOLISHED AND REMOVED AS INDICATED,
INDICATED.
7. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN
THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED AS
INDICATED,
8. WATER AND SEWER LINES WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS
BE ABANDONED AND SHALL BE FILLED WITH STRUCTURAL BACKFILL.
THE BOTTOM OF MANHOLES AND PITS SHALL BE CRACKED TO
ALLOW SEEPAGE OF WATER THROUGH THE ABANDONED MANHOLE.
TOP OF MANHOLES AND PITS SHALL BE DEMOLISHED WITHIN
900mm (3 FEET) OF THE FINAL GRADE.
9. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES AFFECTED WITHIN
WITH THE PROJECT LIMITS SHALL BE REMOVED, UNLESS OTHERWISE INDICATED.
10. MAINTAIN UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED AS TO
REMAIN IN GOOD CONDITION. SHOULD THESE ITEMS BECOME DAMAGED DUE TO
CONSTRUCTION OPERATIONS, RESTORE THESE ITEMS TO ITS ORIGINAL OR BETTER
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
11. PRIOR TO DEMOLITION WORK, CONTRACTOR SHALL PROVIDE A LIST OF
SALVAGEABLE MATERIALS IN COORDINATION WITH THE CONTRACTING OFFICE.
12. RESTORE/ RE-ESTABLISH SURVEY MOUNUMENTS IMPACTED BY DEMOLITION OR
CONSTRUCTION. MINIMUM OF THIRD ORDER ACCURACY IS REQUIRED OTHERWISE
INDICATED. MANHOLES AND PITS MAY
DRAINAGE NOTES
1. THE EXISTENCE AND LOCATION OF UNDERGROUND DRAINAGE,
APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON THE
AVAILABLE RECORDS, AND APPLICABLE TOPO MAPS,
VERIFIED WHENEVER POSSIBLE BY FIELD SURVEYS.
2. ELEVATIONS OF DRAIN LINES ARE GIVEN TO THE EXTENT OF
INFORMATION AVAILABLE. WHERE ELEVATIONS ARE NOT GIVEN AT
POINTS OF EXISTING DRAINAGE CROSSINGS, SUCH ELEVATIONS SHALL
BE DETERMINED BY THE CONTRACTOR AND REPORTED TO THE CONTRACTING
OFFICER. WHEN UNKNOWN LINES ARE EXPOSED, THEIR LOCATION
AND ELEVATION SHALL LIKEWISE BE REPORTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS,
SIZES AND INVERTS OF ALL EXISTING DRAIN LINES AND SHALL PROTECT
ALL SUCH DRAINAGE AT ALL TIMES, UNLESS OTHERWISE INDICATED.
EXISTING DRAIN LINES WHETHER SHOWN ON THE DRAWINGS OR NOT
WHICH HAS BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION
WORK, SHALL BE RESTORED IMMEDIATELY TO ITS ORIGINAL OR BETTER
CONDITION AND SHALL BE PAID BY THE CONTRACTOR.
3. WHENEVER CONNECTIONS TO EXISTING DRAINAGE STRUCTURE OR WHERE NEW
DRAINAGE CROSS EXISTING DRAIN LINE ARE SHOWN, THE CONTRACTOR
SHALL CAREFULLY EXPOSE THE DRAINAGE BY HAND EXCAVATION TO
VERIFY ITS LOCATIONS AND DEPTHS PRIOR TO EXCAVATING
TRENCHES FOR THE NEW DRAIN LINES LINES.
4. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED
DRAINAGE ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER
DRAIN LINES, THE CONTRACTOR SHALL INFORM THE CONTRACTING
OFFICER IMMEDIATELY FOR REMEDIAL ACTION.
5. INTERRUPTION OF DRAINAGE SERVICE AND/OR OPERATIONS OF ADJACENT
DRAINAGE STRUCTURES WILL BE KEPT TO A MINIMUM. ANY INTERRUPTION OF
UTILITY SERVICE AND/OR OPERATIONS WILL BE COORDINATED WITH
THE CONTRACTING OFFICER AND THE AFFECTED USING AGENCIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
ALL DRAINAGE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL
BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND UTILITY LINES,
TEES AND BENDS WHEREVER THERE IS A POSSIBILITY OF OIL LINE
MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE
EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE
WHATEVER MEASURES NECESSARY TO PROTECT THE OIL LINES, SUCH
AS CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR MODIFYING
HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL OF THE
CONTRACTING OFFICER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OILY OR BILGE WATER
SPILLS CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER AND UTILIZE APPROPRIATE MEASURES TO
CONTAIN AND ADEQUATELY CLEAN-UP THE SPILL. THE CONTRACTING
OFFICER SHALL OVERSEE THE CLEAN-UP EFFORT AND RENDER THE SITE
CLEAN. ALL COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. PETROLEUM CONTAMINATED SOILS ENCOUNTERED DURING CONSTRUCTION
EXCAVATION SHALL BE SEGREGATED AND STOCKPILED AT THE SITE IN
COORDINATION WITH THE CONTRACTING OFFICER. THE STOCKPILE SHALL
BE PROTECTED FROM RAIN WATER INTRUSION AND RUN-OFF UNTIL FINAL
DISPOSAL. OFF-SITE MANAGEMENT OF THE CONTAMINATED SOIL SHALL
BE COORDINATED WITH THE CONTRACTING OFFICER.
9. MINIMUM PIPE COVER SHALL BE AS FOLLOWS:
NEW DRAIN LINES -------------- 0.60 M
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F
CD101
F R
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SCALE = 1:800
32000160000
SCALE: 1:800
CONSTRUCTION LIMIT
REMOVAL PLAN
R E
M O
V A
L P
L A
N
DESCRIPTION UNIT
REMOVAL SCHEDULE
REMARKS
SM
CONCRETE STRUCTURE
LM8.00
5.32 LM
SM35
300mm THICK
ITEM
NO
EST
QTY
800 n RCP
1200 n RCP
CONCRETE HEADWALL EA25
DETERIORATED
MATRESS GABION
NOTE:
1. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR’S CONVENIENCE,
THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.
2. TREE SHALL BE TRANSPLANTED AT LOCATION TO BE DESIGNATED
BY THE DPW WITH CONCURRENCE OF THE CONTRACTING OFFICER.
CP
CP
HEADWALL
TOP 98.08
INV 96.91
HEADWALL
TOP 98.79
INV 97.58
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
"115"NAIL
N:4210590.435
E:344056.991
EL:95.857
HEADWALL
TOP 96.50
INV 94.96
C
D200 D200
E
"12" WOODEN STAKE
N:4210650.890 E:344066.708
EL:100.490
"11"WOODEN STAKE
N:4210715.820 E:344398.299
EL:107.554
DMH
TOP 96.66
INV 95.29
800 CP
INV 95.51
800 CP
OUT 95.49
800CP
INV 99.90
800CP
OUT 99.84
800CP
OUT 101.96
800CP
INV 102.24
1200 CP
INV 107.56
1200 CP
OUT 107.40
1200 PVC
INV 109.04
1200 PVC
OUT 108.95
1200 CP
INV 106.19
1200 CP
OUT 105.93
600 CP
INV 107.23
600 CP
OUT 106.51
TMH
TOP 102.48
EMH
TOP 106.22
TMH
TOP 106.22
TMH
TOP 110.90
EMH
TOP 106.22
D400
Y4210679.800 X344267.003 Z100.807
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S c a le
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F
CS101
F R
R
32000160000
SCALE: 1:800
CS102 CS103 CS104
CS105
S88^38’00"W
L=197.05
OVERALL SITE LAYOUT PLAN
O V
E R
A L
L S
IT
E
L A
Y O
U T
P L
CONSTRUCTION LIMIT
S88^38’00"W
L=197.05
CATCH BASIN W/
CONC HEADWALL #A1/B1-1
CATCH BASIN W/
CONC HEADWALL #A2-1
CATCH BASIN W/
CONC HEADWALL #A3-1
CATCH BASIN W/
CONC HEADWALL #A4-1
CATCH BASIN W/
CONC HEADWALL #A5-1
CONC HEADWALL #A8/B2
"115"NAIL
N:4210590.435
E:344056.991
EL:95.857
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
OPEN CONCRETE DITCH
DL-2
OPEN CONCRETE DITCH
DL-1
EXST CONCRETE HEADWALL #A6
TO BE REMOVED. PROVIDE
GROUTED STONE APRON
EXST CONC HEADWALL #A7
TO BE REMOVED, PROVIDED
GROUTED APRON
CONC HEADWALL #A2
HIGH POINT #A1/B1
STA 0+645.36 END DL-1
=STA 0+425.92 END DL-2
CONC HEADWALL #A3
CONC HEADWALL #A4
CONCRETE OPEN DITCH #A5
LOW POINT
STA 0+000.00
BEG DL-1 = BEG DL-2
ENTRANCE 1
BOX CULVERT #1
W/CONC HEADWALL
AT BOTH ENDS
ENTRANCE 2
BOX CULVERT #2
W/CONC HEADWALL
AT BOTH ENDS
ENTRANCE 3
BOX CULVERT #3
W/CONC HEADWALL
AT BOTH ENDS
ENTRANCE 4
BOX CULVERT #4
W/CONC HEADWALL
AT BOTH ENDS
CP
CP
HEADWALL
TOP 98.79
INV 97.58
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
"115"NAIL
N:4210590.435
E:344056.991
EL:95.857
C
D200 D200
E
"12" WOODEN STAKE
N:4210650.890 E:344066.708
EL:100.490
"11"WOODEN STAKE
N:4210715.820 E:344398.299
EL:107.554
DMH
TOP 96.66
INV 95.29
800 CP
OUT 95.49
800CP
OUT 101.96
800CP
INV 102.24
1200 CP
INV 107.56
1200 CP
OUT 107.40
1200 PVC
INV 109.04
1200 PVC
OUT 108.95
600 CP
INV 107.23
600 CP
OUT 106.51
TMH
TOP 102.48
EMH
TOP 106.22
TMH
TOP 106.22
TMH
TOP 110.90
EMH
TOP 106.22
D400
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P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
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CS102
F R
SCALE = 1:300
1200060000
SCALE: 1:300
M A
T C
H L
I N
E
S E
E S
H E
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C S
CS102
KEY PLAN
CS103 CS104 CS105
N
S06^06’09"W
L=17.88
S75^00’48"E
L=5,9
L=6.33
S20^39’06"E
N 55^08’1
9"E
L 40.2
N82^15’23"E
L=10.33
S82^47’53"E
L=32.91
N79^59’22"E
L=18.15
S W
L
.3
S ’0
W
L .2
S ’3
W
L .3
S ’3
"W
L .4
S58^26’0 0"W
L 40.6
S86^15’08"W
L=6.62
N71^25’26"W
L=67.19
SITE LAYOUT PLAN - 1
GRAPHIC SCALE
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
STA 0+059.20 DL-2
INL INV EL 95.49
N 4,210,652.593
E 344,156.122
STA 0+135.44 DL-1
N 4,210,711.571
E 344,128.371
STA 0+095.97 DL-1
N 4,210,683.488
E 344,100.634
STA 0+082.66 DL-1
N 4,210,673.036
E 344,092.798
STA 0+075.00, DL-1
N 4,210,666.189
E 344,088.853
STA 0+067.42 DL-1
N 4,210,659.609
E 344,085.094
STA 0+051.12 DL-1
N 4,210,644.659
E 344,078.585
STA 0+002.86 DL-1
N 4,210,622.587
E 344,102.487
STA 0+033.24 DL-1
N 4,210,626.883
E 344,076.684
STA 0+026.90 DL-1
N 4,210,620.956
E 344,078.918
STA 0+021.01 DL-1
N 4,210,619.432
E 344,084.613
STA 0+069.53 DL-2
N 4,210,653.985
E 344,166.358
STA 0+043.07 DL-2
N 4,210,648.002
E 344,140.654
STA 0+002.86 DL-2
N 4,210,625.019
E 344,107.662
.3
EXST CONC SLAB
TO REMAIN
CONSTRUCTION LIMIT
5.9
3.0
.8
.5
4.04
N73^28’09"E
16.13
CONNECT NEW PCC
PAVEMENT TO EXST
C-504
C-501
C-501
C-502
C-503
CATCH BASIN W/
CONC HEADWALL #A5-1
STA 0+182.65 DL-1
N 4,210,733.286
E 344,169.555
STA 0+176.10 DL-1
N 4,210,732.858
E 344,163.016
BOX CULVERT #1
PROVIDE 1.20 M HIGH
RAILING ON TOP OF
HEADWALL
S
IT
E L
A Y
O U
T P
L A
N
.0
.0
2.00
.0
.0
STA 0+090.46 DL-1
REMOVE EXST CONC HEADWALL #A6
& EXTEND PIPE TO NEW CONCRETE
DITCH
STA 0+029.37 DL-1
REMOVE EXST CONC HEADWALL #A7
& CUT EXST PIPE & CONNECT
TO NEW CONCRETE DITCH.
C-504
C-504
CONCRETE DITCH
CONC HEADWALL #A8/B2
STA 0+000 (LOW POINT)
BEG DL-1 = BEG DL-2
N 4,210,623.803
E 344,105.075
CONC HEADWALL #A5
CP
CP
HEADWALL
TOP 98.79
INV 97.58
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
"12" WOODEN STAKE
N:4210650.890 E:344066.708
EL:100.490
DMH
TOP 96.66
INV 95.29
800 CP
OUT 95.49
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
CE
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CS103
F R
1200060000
SCALE: 1:300
M A
T C
H L
I N
E
S E
E S
H E
E T
C S
CS102
KEY PLAN
CS103 CS104 CS105
N
M A
T C
H L
I N
E
S E
E S
H E
E T
C S
S86^55’26"W
L=129.03
N85^34’13"E
L=36.3S87^32’58"E
L=61.24
N71^25’26"WL=67.19
N77^31’30"WL=41.53
S82^47’53"E L=32.91
SITE LAYOUT PLAN - 2
DRAINAGE LINE-2
DRAINAGE LINE-1
STA 0+102.44 DL-2
N 4,210,649.859
E 344,199.006
STA 0+249.84 DL-1
N 4,210,711.882
E 344,233.243
STA 0+291.37 DL-1
N 4,210,702.911
E 344,273.790
STA 0+155.32 DL-2
N 4,210,647.596
E 344,251.898
STA 0+163.68 DL-2
N 4,210,647.240
E 344,260.190
STA 0+199.98 DL-2
N 4,210,650.044
E 344,296.3798.00
CONSTRUCTION LIMIT
5.08
C-501
C-503
C-501
C-502
S
IT
E L
A Y
O U
T P
L A
N
STA 0+286.28 DL-1
CONC HEADWALL #A4
CATCH BASIN W/
CONC HEADWALL #A4-1
BOX CULVERT #3
PROVIDE 1.20 M HIGH
RAILING ON TOP OF
CONC HEADWALL
OPEN CONCRETE DITCH
(TYP)
.0
.0
.0
.0
800CP
OUT 101.96
800CP
INV 102.24
TMH
TOP 102.48
EMH
TOP 106.22
Y4210679.800 X344267.003 Z100.807
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CS104
F R
1200060000
SCALE: 1:300
M A
T C
H L
I N
E
S E
E S
H E
E T
C S
CS102
KEY PLAN
CS103 CS104 CS105
N
M A
T C
H L
I N
E
S E
E S
H E
E T
C S
DRAINAGE - 1
DRAINAGE LINE - 2
S86^55’26"W
L=129.03
S57^47’23"W
L=68.11
N79^19’50"E
L=65.78
N86^03’14"E
L=15.67
S88^59’06"E
L=69.09
SITE LAYOUT PLAN - 3
S
IT
E L
A Y
O U
T P
L A
N
STA 0+420.40 DL-1
N 4,210,709.835
E 344,402.630
STA 0+269.06 DL-2
N 4,210,648.820
E 344,365.456
STA 0+284.73 DL-2
N 4,210,649.898
E 344,381.087
CONSTRUCTION LIMIT
C-501
OPEN CONCRETE DITCH
(TYP)
.0
.0
.0
"11"WOODEN STAKE
N:4210715.820 E:344398.299
EL:107.554
TMH
TOP 106.22
N4210650
N4210700
N4210750
N4210650
N4210700
N4210750
N4210650
N4210700
N4210750
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CS105
F R
1200060000
SCALE: 1:300
CS102
KEY PLAN
CS103 CS104 CS105
N
M A
T C
H L
I N
E
S E
E S
H E
E T
C S
S57% d47’2 3"W
68.1
N00^00’01"W
L=11.7
S35^00’01"E L=10.25
N00^00’00"W
L=13.93
N03^39’28"W
L=50.28
N82^42’20"W
N 64^28’30"W
N ’1
W
L=32.37
L=12.7
L .6
S ^5
’5
"E
L 49.83
S84^18’46"E L=18.00
N79^19’50"E
L=65.78
SITE LAYOUT PLAN - 4
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
STA 0+488.50 DL-1
N 4,210,746.138
E 344,460.254
STA 0+373.84 DL-2
N 4,210,659.126
E 344,468.836
STA 0+368.52 DL-2
N 4,210,660.294
E 344,463.650
STA 0+350.52 DL-2
N 4,210,662.078
E 344,445.735
STA 0+423.67 DL-2
N 4,210,630.545
E 344,509.653
STA 0+634.24 DL-1
N 4,210,639.536
E 344,518.896
STA 0+583.96 DL-1
N 4,210,689.712
E 344,515.688
STA 0+570.04 DL-1
N 4,210,703.639
E 344,515.688
STA 0+558.34 DL-1
N 4,210,715.339
E 344,515.688
STA 0+555.19 DL-1
N 4,210,718.487
E 344,515.688
STA 0+537.95 DL-1
N 4,210,733.041
E 344,506.132
STA 0+533.57 DL-1
N 4,210,736.554
E 344,503.826
STA 0+520.87 DL-1
N 4,210,742.028
E 344,492.364
.1
.7
4.8
.5
8.00
C-502
C-501
C-501
C-502
C-503
C-501
C-501
C-503
C-503
CATCH BASIN W/
CONC HEADWALL #A3-1
CATCH BASIN W/
CONC HEADWALL #A2-1
CATCH BASIN W/
CONC HEADWALL #A1/B1-1
20.9
3.3
.3
BOX CULVERT #2
PROVIDE 1.20M HIGH RAILING
ON TOP OF HEADWALLS
BOX CULVERT #4
PROVIDE 1.20 M HIGH
RAILING ON TOP OF HEADWALLS
S
IT
E L
A Y
O U
T P
L A
N
OPEN CONCRETE DITCH
(TYP)
2.00
.0
.0
.0
STA 0+645.36 END DL-1
=STA 0+425.92 END DL-2
CONC HEADWALL #A1/B1
N 4,210,631.138
E 344,513.015
STA 0+537.95 DL-1
CONC HEADWALL #A2
STA 0+465.86 DL-1
CONC HEADWALL #A3
N 4,210,734.070
E 344,441.099
C
D200 D200
E
1200 CP
INV 107.56
1200 CP
OUT 107.40
1200 PVC
INV 109.04
1200 PVC
OUT 108.95
600 CP
INV 107.23
600 CP
OUT 106.51
TMH
TOP 110.90
EMH
TOP 106.22
D400
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CG101
F R
R
32000160000
SCALE: 1:800
CG102 CG103 CG104
CG105
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
CONSTRUCTION LIMIT
OVERALL GRADING AND DRAINAGE PLAN
O V
E R
A
BOX CULVERT #1
W/CONC HEADWALL
AT BOTH ENDS
BOX CULVERT #2
W/CONC HEADWALL
AT BOTH ENDS
BOX CULVERT #4
W/CONC HEADWALL
AT BOTH ENDS
BOX CULVERT #3
W/CONC HEADWALL
AT BOTH ENDS
CONC HEADWALL #A2
W/ GROUTED STONE APRON
8 9
9 1
4 1
6 1
HIGH POINT
CONC HEADWALL #A1/B1
W/GROUTED STONE APRON
STA 0+645.36 END DL-1
=STA 0+425.92 END DL-2
CATCH BASIN W/
CONC HEADWALL #A1/B1-1
CATCH BASIN W/
CONC HEADWALL #A2-1
CATCH BASIN W/
CONC HEADWALL #A3-1
CONC HEADWALL #A3
W/ GROUTED STONE APRON
CONC HEADWALL #A4-1
CONC HEADWALL #A4
W/ GROUTED STONE APRON
CATCH BASIN W/
CONC HEADWALL #A5-1
CONC HEADWALL #A8/B2
OPEN CONCRETE DITCH
DL-2
OPEN CONCRETE DITCH
DL-1
EXST CONCRETE HEADWALL #A6
TO BE REMOVE.
EXST CONC HEADWALL #A7
TO BE REMOVE.
LOW POINT,
STA 0+000.00
BEG DL-1 = BEG DL-2
CONCRETE OPEN DITCH #A5
CP
CP
HEADWALL
TOP 98.79
INV 97.58
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
"115"NAIL
N:4210590.435
E:344056.991
EL:95.857
C
D200 D200
E
"12" WOODEN STAKE
N:4210650.890 E:344066.708
EL:100.490
"11"WOODEN STAKE
N:4210715.820 E:344398.299
EL:107.554
DMH
TOP 96.66
INV 95.29
800 CP
OUT 95.49
800CP
OUT 101.96
800CP
INV 102.24
1200 CP
INV 107.56
1200 CP
OUT 107.40
1200 PVC
INV 109.04
1200 PVC
OUT 108.95
600 CP
INV 107.23
600 CP
OUT 106.51
TMH
TOP 102.48
EMH
TOP 106.22
TMH
TOP 106.22
TMH
TOP 110.90
EMH
TOP 106.22
D400
Y4210679.800 X344267.003 Z100.807
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
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NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CG102
F R
1200060000
SCALE: 1:300
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
CG102
KEY PLAN
CG103 CG104 CG105
N
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
GRADING AND DRAINAGE PLAN - 1
STA 0+135.44 DL-1
INV EL 96.40
STA 0+095.97 DL-1
INV EL 95.41
STA 0+082.94 DL-1
INV EL 95.08
STA 0+075.00 DL-1
INV EL 94.99
STA 0+067.42 DL-1
INV EL 94.90
STA 0+051.12 DL-1
INV EL 94.71
STA 0+002.86 DL-1
INV EL 94.15
STA 0+033.24 DL-1
INV EL 94.50
STA 0+026.90 DL-1
INV EL 94.42
STA 0+021.01 DL-1
INV EL 94.36
STA 0+182.65
INV EL 97.58
STA 0+176.10
INV EL 97.42
STA 0+000 (LOW POINT)
BEG DL-1 = BEG DL-2
INV EL 94.11
STA 0+002.86 DL-2
INV EL 94.15
STA 0+043.07 DL-2
INV EL 94.25
STA 0+059.20 DL-2
INV EL 95.76
STA 0+069.53 DL-2
INV EL 95.90
REMOVE EXST 800 O RCP &
PROVIDE 2.00Wx1.00D BOX CULVERT #1
W/ CONC HEADWALL
L=7.90; S=1.17%
TOP EL 96.50
INL INV EL 95.08
OUT INV EL 94.99
C-502
C-501
C-503
C-504
NOTE:
FINISH GRADES ADJACENT TO OUTER WALL OF THE
OPEN DITCH SHALL MATCH WALL TOP ELEVATION.
CATCH BASIN W/ CONC
HEADWALL #A5-1
TOP EL102.68
INV EL 100.18
900 O RCP
L=16.40,S=13.17%
STA 0+090.46 DL-1
EXST CONC HEADWALL #A6
TO BE REMOVE. EXTEND EXST
DRAIN PIPE TO NEW CONCRETE
DITCH.
TOP EL 97.00 (VERIFY)
INL EL 95.54 (VERIFY)
BOT EL 95.24 (VERIFY)
STA 0+029.37 DL-1
EXST CONC HEADWALL #A7
TO BE REMOVE. CUT EXST DRAIN
PIPE & CONNECT TO NEW
CONCRETE DITCH.
TOP EL 96.00 (VERIFY)
INL EL 94.96 (VERIFY)
BOT EL 94.45 (VERIFY)
STA 0+180.14
CONC HEADWALL #A5
TOP EL 100.00
OUT INV EL 98.02
BOT EL 97.52
CONC HEADWALL #A8/B2
TOP EL 95.50
INV EL 94.07
CP
CP
96.49
100.49
97.59
96.78
96.50
98.79 98.79
96.15
98.79
95.12
98.49
97.85 98.08
98.0898.08 96.91
HEADWALL
TOP 98.79
INV 97.58
"114"NAIL
N:4210632.563
E:344064.768
EL:96.775
103.76
96.66
101.99
100.49
95.43
96.41
93.15
96.20
94.97
97.05
98.83
96.87
95.32
96.88
96.33
98.09
100.91
97.15
94.94
96.16
97.72
96.56
94.61
96.97
101.05
95.61
96.04
98.26
98.55
95.08
98.69
102.24
96.71
100.47
96.80
103.03
97.05
94.59
98.22
98.53
102.78
99.81
95.47
97.28
96.87
98.57
96.81
96.20
97.42
97.17
96.58
97.90
95.33
96.69
97.72
96.50
94.92
97.01
96.87
95.57
96.45
98.41
100.96
93.93
99.10
99.89
101.39
96.65
102.95
101.32
95.64
99.08
102.23
98.89
93.80
95.84
98.76
97.09
96.91
98.43
96.75
96.00
97.87
97.30
97.13
95.62
96.68
97.80
94.85
95.23
97.39
98.30
94.54
96.52
98.08
97.85
94.79
99.32
101.76
97.43
94.87
96.64
94.09
97.35
96.73
102.25
99.21
95.77
96.53
98.58
97.03
98.04
96.29
96.53
97.42
97.31
96.81
95.15
95.66
97.92
96.48
94.46
97.37
96.64
95.69
96.43
98.49
94.25
101.98
102.43
96.65
102.30
102.68
95.54
101.29
94.76
97.94
96.75
102.04
102.70
94.60
99.13
95.33
97.34
98.93
97.04
98.11
96.42
95.70
97.09
97.36
97.14
95.97
95.97
97.92
96.37
95.01
97.58
97.55
95.13
96.65
98.76
94.30
100.53
105.42
96.66
102.42
94.32
100.58
96.66
97.44
99.39
98.04
102.91
93.61
95.51
95.72
96.54
98.44
100.62
98.02
97.85
95.80
97.28
97.52
96.97
94.67
95.45
100.32
96.15
95.43
97.91
100.74
94.33
96.86
98.53
93.99
99.78
102.98
96.67
102.29
102.50
94.98
96.33
95.01
97.73
103.36
99.60
100.37
93.98
95.51
97.11
96.88
98.26
100.81
97.25
97.41
95.69
96.89
97.53
97.09
95.47
95.61
100.49
94.96
95.26
97.66
97.89
94.10
97.26
103.19
96.05
99.91
102.21
97.86
94.13
100.59
95.02
97.73
100.07
98.14
103.14
95.17
98.73
96.41
96.68
98.54
97.16
97.25
97.29
95.76
96.55
101.07
96.86
95.13
96.25
100.61
94.84
95.64
98.07
101.02
95.14
97.40
103.99
101.64
96.34
99.08
100.56
95.06
97.60
100.48
101.92
94.06
95.49
95.82
96.88
97.73
97.13
97.53
96.65
95.15
97.06
100.76
96.95
94.68
95.94
98.10
96.16
95.82
98.30
98.36
94.25
98.02
98.76
96.35
101.60
102.82
98.23
102.39
98.85
93.31
99.87
97.88
97.19
103.36
96.52
98.09
94.28
95.49
95.71
96.26
98.19
97.17
96.60
97.04
95.84
97.12
97.63
95.29
94.86
96.61
97.57
95.84
95.87
97.70
101.02
94.31
98.36
99.18
101.14
98.58
98.83
100.49
"12" WOODEN STAKE
N:4210650.890 E:344066.708
EL:100.490
DMH
TOP 96.66
INV 95.29
800 CP
OUT 95.49
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CG103
F R
1200060000
SCALE: 1:300
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
CG102
KEY PLAN
CG103 CG104 CG105
N
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
DRAINAGE LINE-2
DRAINAGE LINE-1
GRADING AND DRAINAGE PLAN - 2
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
STA 0+102.44 DL-2
INV EL 97.20
STA 0+199.98 DL-2
INV EL 100.01
STA 0+163.68 DL-2
INV EL 99.20
STA 0+155.38 DL-2
INV EL 99.12
STA 0+249.84 DL-1
INV EL 98.25
REMOVE EXST 800 n RCP
& PROVIDE 2.00Wx1.00D
BOX CULVERT #3
W/ CONC HEADWALLS
L=8.59; S=3.30%
TOP EL 101.00
INL EL 99.20
OUT EL 99.12
REMOVE 800 O RCP
AND PROVIDE 800 O RCP
L=15.22, S=6.80%
C-501
C-502
C-501
NOTE:
FINISH GRADES ADJACENT TO OUTER WALL OF THE
OPEN DITCH SHALL MATCH WALL TOP ELEVATION.
STA 0+286.28 DL-1
CONC HEADWALL #A4
TOP EL 101.11
OUT INV EL 99.68
BOT EL 99.38
STA 0+291.37 DL-1
INV EL 99.56
CATCH BASIN W/
CONC HEADWALL #A4-1
TOP EL 102.50
INV EL 100.02
OPEN CONCRETE DITCH
(TYP)
100.81100.81100.82
101.41
99.86
100.78
98.52
105.53
99.89
102.21
98.75
104.56
98.24
100.73
101.90
101.71 103.76
98.35
107.14
101.82
98.75
101.33
102.92
102.21
101.73
102.65
101.52
99.49
99.90
102.20
100.86
100.73
100.82
100.67
101.31
100.32
100.22
101.64
99.88
101.54
102.18
107.59
99.82
100.65
102.69
99.15
101.45
101.52
102.24
101.82
98.53
102.05
102.76
105.16
99.71
100.89
102.46
100.60
99.60
101.55
102.15
100.29
99.75
100.73
100.74
101.48
99.56
100.98
98.21
105.23
99.62
101.49
101.66
98.75
100.67
102.35
98.66
101.50
101.24
101.42
97.64
101.53
103.00
101.82
99.09
100.95
113.00
102.17
100.53
101.50
102.90
101.54
98.86
99.86
101.39
101.76
100.93
99.82
100.56
100.94
98.75
107.51
99.26
100.27
100.74
99.80
101.26
102.19
104.24
99.63
100.71
101.84
101.88
101.12
105.98
98.16
102.52
108.30
99.91
101.85
102.85
104.25
99.87
98.55
100.53
102.82
101.08
98.86
99.80
101.19
101.64
99.85
100.74
100.85
100.59
98.62
100.48
97.94
101.72
99.66
101.39
97.82
100.40
102.32
101.51
100.83
101.37
98.43
100.98
102.97
102.03
99.86
100.80
106.25
102.22
101.27
98.80
101.14
102.22
101.43
98.96
99.96
100.90
99.47
100.81
99.97
100.52
100.76
102.03
100.21
100.48
101.50
99.26
98.04
99.29
100.45
101.33
101.41
102.47
107.54
98.93
106.07
102.03
99.08
101.14
102.36
100.29
98.57
100.53
101.96
101.27
99.26
100.06
100.90
101.52
100.55
99.62
101.57
101.00
99.99
100.56
105.11
99.46
102.35
98.43
100.17
102.23
101.24
105.21 101.67
98.93
101.85
102.79
109.03
99.53
101.75
102.84
102.36
101.26
98.97
101.67
102.08
99.88
99.53
100.08
101.05
101.36
99.44
100.72
101.52
101.23
98.99
107.74
98.70
101.10
101.55
99.31
101.54
99.11
100.40
105.33
101.47
102.62
101.62
99.43
101.52
102.78
101.99
100.28
100.66
102.35
101.21
99.25
101.49
102.34
99.84
99.67
100.15
100.62
101.31
100.27
100.19
100.52
101.44
98.63
98.39
100.54
101.50
98.99
102.51
98.83
100.19
101.45
109.02
101.50
98.20
101.05
102.63
102.24
100.22
101.56
104.18
100.63
98.96
100.46
102.48
101.06
99.68
100.38
100.78
101.39
100.58
100.17
103.62
99.19
100.32
101.11
99.02
102.27
97.82
100.11
105.03
101.46
102.58
105.08
99.29
101.12
109.39
103.48
100.68
100.63
104.31
100.47
99.33
100.14
99.73
100.99
99.78
100.36
100.99
98.97
99.31
100.06
101.67
101.26
98.83
99.26
100.81
101.70
100.73 101.99
100.84
100.46
101.15
101.51
101.60
100.10
102.48
800CP
OUT 101.96
800CP
INV 102.24
TMH
TOP 102.48
EMH
TOP 106.22
Y4210679.800 X344267.003 Z100.807
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CG104
F R
1200060000
SCALE: 1:300
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
CG102
KEY PLAN
CG103 CG104 CG105
N
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
DRAINAGE LINE - 2
GRADING AND DRAINAGE PLAN - 3
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
STA 0+420.40 DL-1
INV EL 102.40
STA 0+269.06 DL-2
INV EL 101.55
STA 0+284.73 DL-2
INV EL 101.90
DRAINAGE LINE- 1
CONSTRUCTION LIMIT
NOTE:
FINISH GRADES ADJACENT TO OUTER WALL OF THE
OPEN DITCH SHALL MATCH WALL TOP ELEVATION.
C-501
OPEN CONCRETE DITCH
(TYP)
107.55107.55
101.77
102.21
101.89
102.02
102.89
102.61
103.20
101.74
101.88
103.16
114.60
110.27
102.18
102.33
102.43
102.88
102.82
102.93
101.49
101.40
112.62
103.28
108.78
101.66
102.48
102.43
102.41
103.07
101.72
101.24
101.53
103.03
103.41
102.19
102.63
102.27
103.14
102.65
102.17
102.27
103.55
115.23
104.30
102.48
102.17
104.09
102.87
102.87
100.98
106.25
115.04
103.73
101.78
102.52
102.70
101.99
103.20
103.08
102.63 102.12
113.25
103.21
103.75
101.76
102.52
102.92
101.83
103.20
102.22
102.02
103.52
103.85
101.54
102.00
102.59
102.32
103.76
102.15
102.60
106.98
114.79
103.74
102.18
102.96
102.77
104.98
102.15
102.60
101.99
101.50
102.98
103.28
114.86
101.63
101.98
103.27
103.03
102.04
102.77
101.79
102.32
103.13
103.59
113.30
112.62
113.30
101.51
103.01
103.61
107.55
103.03
103.56
109.48
103.89
115.00
106.72
105.64
104.71
104.50
102.12
103.07
104.55
105.38
104.27
107.44
104.75
106.39
105.47
105.55
103.74
106.22
104.34
107.56
106.41
105.79
107.64
104.69
105.61
105.00
103.25
103.35
105.03
103.09
101.97
104.53
104.36
100.40
106.39
104.75
103.99
104.71
104.48
109.13
102.84
104.48
105.81
105.93
104.51
105.35
103.50
106.39
105.25
105.96
104.89
105.75
106.46
104.90
104.92
104.36
103.34
102.67
103.22
104.97
103.55
112.06
107.46
104.88
103.54
104.70
103.18
108.33
104.12
101.07
107.46
104.87
105.72
105.83
105.25
103.43
107.61
104.62
106.00
104.89
105.75
105.67
107.66
104.99
106.81
108.04
104.58
103.91
102.44
102.31
105.06
104.36
104.22
107.01
106.95
103.68
105.04
104.55
103.87
104.23
105.54
104.74
105.50105.97
103.03
106.39
104.55
106.08
104.99
105.72
105.57
106.22
104.68
105.40
110.00
103.89
104.79
103.79
102.36
104.03
109.58
104.22
100.40
107.30
101.07
104.07
102.20
104.84
107.92
104.43
105.54
104.83
105.49
105.97
102.60
105.95
105.40
106.80
105.81
105.02
106.58
104.20
104.65
103.81
104.16
103.54
102.16
103.79
103.89
104.75
107.36
101.42
103.50
103.82
104.68
102.82
104.08
105.28
105.01
104.90
102.34
106.35
104.69
107.35
104.92
106.03
105.12
105.01
106.08
104.40
107.21
113.00
103.81
104.39
103.36
102.52
104.92
103.00
104.00
107.18
101.29
104.35
103.42
102.47 105.36
104.33
103.59
104.50
107.46
108.11
103.96
107.53
104.66
105.99
106.42
105.78
105.72
103.97
109.25
115.37
104.62
104.63
103.19
101.89
104.42
104.76
104.74
104.06
106.57
104.73
104.79
101.30
105.16
104.54
103.70
104.67
105.66
105.80
103.96
107.56
105.47
107.59
104.88
107.00
104.70
107.67
105.74
103.89
109.06
116.72
104.49
104.03
102.84
104.25
104.62
103.96
104.07
108.06
104.67
104.07
102.83
105.58
105.40
103.27
104.53
107.52
104.53
106.49
104.99
106.72
104.86
107.48
106.32
104.68
105.50
105.75
103.41
105.25
117.16
105.46
103.88
103.52
104.68
104.82
103.77
107.78
104.74
103.81
101.62
104.16
103.47
103.47
104.53
107.42
103.97
107.44
104.19
106.62
104.96
107.61
106.96
105.46
105.74
103.29
105.13
115.07
"11"WOODEN STAKE
N:4210715.820 E:344398.299
EL:107.554
TMH
TOP 106.22
S E
T
ID
S E
O U
L
K O
R
O
R E
A a u to s c a le a u to s h o r t_ d e s ig n a u to s y ti m e a u to u s e r n a m e a u to d e s ig n
S O
L
IC
IT
N
I N
T E
R N
A T
IO
N
A L
M
IC
H A
E L
Y O
N E
D A
IS
O
A
B
D
3 421 5
NUMBER
Sheet of
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
US ARMY CORPS
OF ENGINEERS
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
S o li c it a ti o n
N o
D a te
C o n tr a c t
N o
F il e N u m b e r:
P lo t D a te
P lo t
S c a le
S iz e
F il e N a m e
S u b m it te d B y
D e s ig n e d B y
D ra w n B y
C h e c k e d
B
C H
IT
E
C T
S E
N G
IN
E
E R
S
/M
A R
A R
E A
K O
R E
A
F Y
O M
A
-R
A N
G E
I M
P R
O V
E M
E N
T
P R
O J E
C T
S O
N S
L F
C
R L
F C
IM
P
R O
V E
D R
A
IN
D
IT
C H
I N
H -B
E L
T
R L
F C
W
U M
-1
-D -0
-D
O
E
T
ID
a u to d e s ig n a u to u s e r n a m e a u to s y ti m e a u to s h o r t_ d e s ig n a u to s c
F
CG105
F R
1200060000
SCALE: 1:300
CG102
KEY PLAN
CG103 CG104 CG105
N
M A
T C
H L
I N
E S
E E
S H
E E
T C
G
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
STA 0+488.50 DL-1
INV EL 105.20
STA 0+373.83 DL-2
INV EL 105.10
STA 0+520.87 DL-1
INV EL 105.54
STA 0+533.57 DL-1
INV EL 105.67
STA 0+537.95 DL-1
INV EL 105.72
STA 0+555.19 DL-1
INV EL 105.90
STA 0+570.04 DL-1
INV EL 106.29
STA 0+583.97 DL-1
INV EL 106.65
STA 0+634.24 DL-1
INV EL 107.94
STA 0+423.66 DL-2
INV EL 108.20
STA 0+350.52 DL-2
INV EL 104.87
STA 0+366.24 DL-2
INV EL 105.02
REMOVE EXST 1200 O RCP
& PROVIDE 1200 O RCP
L=11.28
S=5.32%
STA 0+558.34 DL-1
INV EL 105.98
2.00Wx1.00D BOX CULVERT #2
W/ CONC HEADWALLS
L=11.70; S=2.56%
TOP EL 108.25
INL INV EL 106.29
OUT INV EL 105.90
REMOVE EXST 1200 n RCP
& PROVIDE 2.00Wx1.00D
BOX CULVERT #4 W/ CONC HEADWALLS
L=7.90; S=1.00%
TOP EL 107.20
INL EL 105.10
OUT EL 105.05
C-501
C-503
C-501
C-502
C-502
GRADING AND DRAINAGE PLAN-4
900 O RCP
L=25.87; S=4.79%
NOTE:
FINISH GRADES ADJACENT TO OUTER WALL OF THE
OPEN DITCH SHALL MATCH WALL TOP ELEVATION.
REMOVE EXIST 1200 n RCP
AND PROVIDE 1200 n RCP
L=7.11, S=1.68%
CATCH BASIN W/ CONC
HEADWALL #A1/B1-1
TOP EL 110.85
INL INV EL 108.67
CATCH BASIN W/
CONC HEADWALL #A2-1
TOP EL 109.00
INL INV EL 106.82
CATCH BASIN W/
CONC HEADWALL #A3-1
TOP EL 108.00
INVV EL 106.03
STA 0+465.86 DL-1
CONC HEADWALL #A3
TOP EL 106.35
INV EL 104.79
BOT EL 104.29
STA 0+537.95 DL-1
CONC HEADWALL #A2
TOP EL 108.00
OUT INV EL 106.22
BOT EL 105.72
GRADE BREAK
STA 0+645.36 END DL-1
=STA 0+425.92 END DL-2
CONC HEADWALL #A1/B1
TOP EL 110.80
OUT INV EL 108.55
BOT EL 108.05
C
D200 D200
107.62
108.12
106.84
108.26
106.94
110.01
110.82
110.22
111.10
107.75
108.34
107.26
107.24
108.34
110.76
110.70
111.09
105.47
108.64
111.95
109.08
108.39
106.51
107.54
107.66105.69
108.75
108.11
105.98
105.83
109.95
108.17
108.75
106.51
107.16
105.98
108.32
107.94
108.56
106.67
108.86
105.09
106.64
108.95
109.33
105.22
106.50
107.85
105.19
110.84
109.76
108.18
107.39
108.17
106.84
109.94
110.36
108.24
111.00
107.27
107.68
108.67
106.94
108.64
108.49
110.68
110.11
105.63
105.42
109.17
108.69
109.06
105.87
106.44
108.32
106.94
109.09
109.16
106.24
104.50
109.64
106.24
108.59
106.51
106.58
107.88
108.64
110.93
108.17
106.46
107.25
107.09
106.63
110.90
109.01
106.47
107.28
108.24
106.86
107.70
110.47
111.58
107.94
107.89
108.97
107.36
107.96
108.03
108.44
110.40
108.19
110.97
107.23
108.16
108.69
106.60
108.23
108.77
110.87
107.95
105.11
108.90
108.14
110.37
106.28
103.80
110.41
106.54
109.03
107.23
108.61
105.69
106.44
108.10
107.87
108.12
106.54
107.00
107.35
108.29
110.86
108.44
105.70
108.87
105.22
106.09
110.85
108.95
107.55
107.16
105.84
107.51
110.65
109.50
108.36
103.10
106.53
107.68
107.47
109.69
110.57
110.43
110.85
107.36
108.05
108.41
106.71
107.45
108.65
108.42
110.89
108.08
110.88
103.50
108.49
106.16
110.59
109.57
105.61
106.66
110.30
106.54
108.91
107.29
106.12
106.30
109.82
109.05
108.06
107.06
107.12
106.92
104.99
107.77
111.04
108.83
106.20
108.51
105.40
106.00
110.68
107.10
108.24
105.66
108.41
109.73
108.31
108.09
109.19
106.74
108.29
107.32
109.02
110.66
108.19
111.04
107.43
107.78
108.33
106.56
107.23
108.43
108.42
110.91
110.76
110.55
107.20
105.74
109.38
108.46
107.89
106.08
105.22
110.01
105.87
107.97
108.11
106.34
108.04
108.13
106.69
108.39
107.78
106.59
106.77
106.47
107.49
110.15
108.41
107.57
107.10
108.64
107.11
105.02
110.87
108.63
107.36
107.48
108.70
106.98
110.39
110.20
108.18
107.57
108.86
106.92
107.44
108.38
109.44
110.90
108.60
111.25
107.79
108.59
108.35
107.23
106.13
110.26
108.36
110.92
108.02
110.19
107.50
105.20
108.95
108.59
110.72
106.42
105.91
110.02
105.87
109.01
108.69
106.60
107.72
109.34
110.02
108.41
106.96
106.82
107.04
110.89
108.10
106.20
107.25
108.50
105.64
110.57
111.50
107.90
108.45
106.18
110.55
111.84
108.16
107.45
103.59
108.32
107.24
107.85
108.59
110.78
108.07
111.53
107.75
1…
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