6464y201_dwg
1
6 10.71 10.57 10.52 PUMPS AREA 10 9 10 STONE & WEBSTER ENGINEERING CORPORATION N 1 2 3 4 5 6 7 8 ISSUE APP. CARD HALF SIZE M L K J I H G F E D C B A 9 8 7 6 5 4 3 2 1 NUMBER DRAWING CHKD BY DRAWN BY DESGN CHKD BY DESIGNED BY SUPV RESP ENGR PCT WORK PKG LEVELS AREAS ISSUE MODEL ARCH CIVIL CONC STL L&P INST M.D. P.S. S.A. FAC ELEC LTG MAT'L DESCRIPTION DESCRIPTION MAT'L LTG ELEC FAC S.A. P.S. M.D. INST L&P STL CONC CIVIL ARCH MODEL ISSUE DESCRIPTION MAT'L LTG ELEC FAC S.A. P.S. M.D. INST L&P STL CONC CIVIL ARCH MODEL ISSUE DESCRIPTION MAT'L LTG ELEC FAC S.A. P.S. M.D. INST L&P STL CONC CIVIL ARCH MODEL ISSUE DESCRIPTION MAT'L LTG ELEC FAC S.A. P.S. M.D. INST L&P STL CONC CIVIL ARCH MODEL ISSUE CHECKED CORRECT APPR DATE CHECKED CORRECT APPR DATE CHECKED CORRECT APPR DATE CHECKED CORRECT APPR DATE CHECKED CORRECT APPR DATE PINELLAS COUNTY RESOURCE RECOVERY FACILTY - APC RETROFIT PROJECT NEW YORK, NEW YORK 12.00 3 REFUSE PIT 110TH AVENUE BUILDING NORTH PLANT 4 GENERATOR TURBINE EXISTING EXISTING GENERATOR TURBINE EXISTING 5 B E.9 G.1 E B.9 H H.9 10.59 10.54 10.40 10.60 10.54 10.17 10.36 10.23 10.59 11.06 11.05 10.86 10.88 10.50 10.53 10.40 10.39 10.74 10.75 10.74 10.68 10.83 10.71 10.46 9.96 11.26 11.08 10.83 10.29 10.74 10.30 10.23 8.51 10.80 10.66 11.08 11.12 10.63 10.41 10.08 10.88 11.3 10.6 10.6 10.8 11.2 10.5 10.0 12" X 18" ERCP INV EL = 7.95' 12" X 18" ERCP D.1 A.1 ADMINISTRATION A C L V.C. 06464-Y-201 J.O.0646400-6464Y201 AGR-10/10/97 PHOSPHORIC ACID TANK NEW MRS. CONVEYOR GALLERY NEW STAIRS NEW NEW FLY-ASH COND. BLDG. M A N1287213.00 E282121.75 LOCATION AT COL. H.9 / 6 PLANT COORDINATES N1286900.50 & E282180.00 EQUAL USGS (STATE) COORDINATES N1286900.34 & E282177.88 5 AS BUILT PHASE 2 & 3 3.- PLAN ELEVATION 0'-0" = SITE ELEVATION 10'-9" ABOVE MSL. 06464-C-809 SEE DWG. CATCH BASIN FOUNDATION TRANSFORMER TR-101 E282413.00 N1286992.78 4'-0" ISSUED FOR CONSTRUCTION 4 E282261.17 N1287271.50 E282319.00 N1287259.40 E282369.16 PROFESSIONAL ENGINEER NO. 0041535 STATE OF FLORIDA SURESH C. BAPAT GUIDE RAIL GUIDE RAIL GUIDE RAIL 8'-0" 8'-0" 31'-7" 16'-0" EXISTING ELECT. DUCT BANK (Y-202) 5 5 (Y-202) 2 2 6 (Y-202) 6 3 (Y-202) 3 (Y-202) (Y-202) 1 1 1 1 SETTLING EXISTING COOLING TOWER SWITCHGEAR & BATTERY ROOM EXISTING PARKING LOT SWITCHYARD BLOWDOWN MIX PIT CHEM. TREAT. EXISTING EXISTING EXIST. EXISTING EXISTING N1286,600 A. RODRIGUEZ S. BAPAT A. RODRIGUEZ S. BAPAT EXISTING STORM DITCH STACK NEW CONCRETE PAD BLDG. TRAILERS RESOURSE REC. ALUM. SHEDS 7 10.96 11.02 10.67 10.58 10.61 10.56 10.66 11.26 10.76 10.88 10.82 10.85 10.88 10.86 10.53 10.66 10.41 10.59 9.81 9.83 9.94 10.93 10.93 10.92 10.93 10.89 10.91 9.95 10.48 10.67 10.76 10.6 11.2 11.7 10.8 10.5 10.7 10.5 10.3 11.2 11.0 11.1 11.2 11.0 11.0 9.7 9.9 10.7 8.9 10.3 10.4 10.6 10.5 10.4 9.78 9.78 9.82 9.54 9.94 9.35 8.46 6.17 6.16 6.16 8.40 9.28 10.31 9.78 10.09 10.89 9.89 9.79 9.74 9.56 9.48 8.60 10.07 8.97 10.80 9.69 9.33 9.62 9.80 8.15 10.61 10.77 8.71 8.69 7.4 8.1 7.5 11.4 11.2 10.9 9.7 9.8 9.1 9.3 9.6 9.3 10.0 8.9 8.5 10.6 9.6 8.2 8.1 8.1 8.1 11.4 11.1 11.3 11.4 11.2 10.9 11.1 10.7 10.7 11.2 7.8 8.1 8.2 8.1 7.9 1 STORY WOODEN BUILDING BANK DUCT TOB TOS WATERS EDGE EDGE WATERS WATERS EDGE BUILDING RECOVERY MATERIAL NEW CONTACT WATER STORAGE TANK MCC ROOM NEW NEW PACIS I.D. FAN NEW I.D. FAN NEW I.D. FAN NEW COMPRESSOR BUILDING NEW CEM BLDG. SLURY TANK NEW LIME DILUTION NEW NEW NEW NEW N1286,800 N1287,200 N1287,000 N1287,400 E 282,600 E 282,400 E 282,200 BOT. EL. 5.46 PAVING PLAN 06464-Y-201-5 EXISTING EXISTING RECEIVERS 24'-0" 3'-0" TYP. SHOULDER 20'-0" 16'-0" 20'-0" LIME SILO 16'-0" WATER TANK SHOULDER 3'-0" TYP. 24'-0" F.F. EL. 11.75 NEW CONTACT SUMP NEW UTILITY TRENCH 20'-0" 16'-0" E282390.75 N1287262.71 R=19.40' R=5' R=30' R=25' R=40' R=10' R=40' R=20' R=60' R=5' R=50' N1287038.79ā R=5.52' P-1 PC-2 PI-2 PT-2 PC-3 PI-3 PT-3 PC-4 PI-4 PT-4 PC-5 PI-5 PT-5 P-8 P-6 P-7 POINT STATION COORDINATES PC-2 PT-2 PC-3 PT-3 PC-4 PT-4 PC-5 PT-5 No. 5+56.13 5+92.78 6+76.51 7+53.31 8+18.93 8+46.86 8+72.74 9+00.66 NORTH EAST 1287184.64 1287157.28 1287132.96 1287105.60 1287039.98 1286974.45 1286926.42 1286915.57 282479.25 282474.43 282465.57 282460.75 282460.75 282426.64 282358.05 282323.63 LENGTH CURVE INFORMATION 20Ā-00'-00" 20Ā-00'-00" 55Ā-00'-00" 35Ā-00'-00" DEGREE 27.93' 27.93' 76.79' 36.65' 14.11' 14.11' 41.65' 18.92' 20Ā-00'-00" 20Ā-00'-00" 55Ā-00'-00" 35Ā-00'-00" TANGENT DELTA RADIUS 80.00' 80.00' 80.00' 60.00' NORTH EAST COORDINATES 282479.25 1287301.50 282479.25 1287170.54 282460.75 1287119.71 282460.75 1286998.34 282342.55 1286915.57 282267.50 1286915.57 POINT No. P-6 PI-5 PI-4 PI-3 PI-2 P-1 10+17.52 8+86.84 8+33.04 7+18.16 5+75.05 5+00.00 STATION NORTH EAST COORDINATES 282479.25 1287203.25 282359.08 1287133.87 POINT No. P-8 P-7 2+38.76 1+00.00 STATION ROADWAY ALIGNMENT P-8 9+19.27 1287203.25 282479.25 LEGEND: INDICATES NEW ASPHALT PAVEMENT INDICATES NEW ASPHALT PAVEMENT RESURFACING INDICATES NEW ASPHALT PAVEMENT WIDENING N1287275.50 E282297.00 N1287239.25 E282372.08 N1287238.00 E282264.25 N1287227.00 E282278.25 NEW AIR SUPPLY CONDUITS NEW TEMPORARY F.F. EL. 13.00 N1286992.78 EXISTING 2-22"x13 1/2" CONC. ARCH PIPE CLASS 4 TO REMAIN NOTES: PM-1 N1287400.20 E282496.92 EL. 11.84' PM-2 N1287143.96 E282494.55 EL. 9.66' PM-3 N1286847.62 E282371.23 EL. 10.53' BASIN N1287251.50 E282230.25 N1287109.00 E282429.00 3 REVISED ASPHALT PAVEMENT AT SOUTH ROADWAY 1"=20' 20 10 20' 0 2.- WORK THIS DRAWING WITH DRAWINGS 06464-Y-202 & 06464-Y-301 & C-809. 1.- ALL COORDINATES AND GRID AS SHOWN ARE BASED ON PLANT COORDINATES SYSTEM. PM-1 INDICATES PLANT PERMANENT MONUMENT 10 10 10 10 10 12 11 9.7 10.1 8.4 9.2 9.1 9.4 10 10 10 10.1 10.2 10.4 10.3 10.4 10.5 10.5 11.1 11.2 12.5 SEE DWG C-802 FOR CONC PAVING SEE DWG C-806 FOR CONC PAVING IN THIS AREA IN THIS AREA IN THIS AREA C-501 FOR CONV FDNS SEE DWG R=30' EXISTING 8" CONC SLAB PAVEMENT 1 ISSUED FOR CONSTRUCTION REPOSITIONED SECTION 4-4, ADDED REFERENCES REVISED ROAD @ LIME PREP BLDG 4 (Y-202) 4 28' R DEMOLISH DEMOLISH PORTION OF EXIST SLAB 5'-6"± 23'-0"± 32'± 23'-6"± DELETED POINT NOS. P-9 & P-10 MD 6/8/98 TO REMAIN EXIST SLAB N1287299.17 E282202.17 REF: RFI-0241 WITH 6x6 W2.9xW2.9 WWF SLAB ON GRADE TO BE 6" THICK MIN 6' WIDE CEM GAS BOTTLE PATHWAY INCORPORATED RFI-0391 INDICATES 6" THK. CONCRETE PAVEMENT SCB 6/10/98 PY 6/10/98 2 AS BUILT PHASE 1 4 SCB JA 9/14/98 9/14/98 PY 9/14/98 REVISED SOUTH WINDWALL ISSUED FOR CONSTRUCTION PAVEMENT IN PLACE EXCLUDE FROM PHASE CONTRACT IV PAVEMENT IN PLACE EXCLUDE FROM PHASE CONTRACT IV 4 3/29/00 DK 3/29/00 AL JA 3/29/00 INDICATED AREAS OF PAVEMENT TO BE EXCLUDED FROM PHASE 4 CONTRACT JA DK DP 5/8/00 5/8/00 5/8/00
description
civil2
Transcript of 6464y201_dwg
-
6
1 0 .7 1
10.57
10.52
P U M P S A R E A
1 0
9
1 0
S T O N E & W E B S T E R E N G I N E E R I N G C O R P O R A T I O N
N
1
2
3
4
5
6
7
8
ISSUE
APP. CARD
HALF SIZE
MLKJIHGFEDCB
A
9
8
7
6
5
4
3
2
1
N U M B E R
D R A W I N G
C H K D B Y
D R A W N B Y
D E S G N C H K D B Y
D E S I G N E D B Y
SUPV
RESP ENGR
P C TW O R K P K GL E V E L SA R E A S
I S S U E
M O D E L A R C H C IV I L C O N C S T L L & P I N S T M .D . P .S . S .A . F A C E L E C L T G M A T 'L
D E S C R I P T I O N D E S C R I P T I O N
M A T 'LL T GE L E CF A CS .A .P .S .M .D .I N S TL & PS T LC O N CC IV I LA R C HM O D E L
I S S U E D E S C R I P T I O N
M A T 'LL T GE L E CF A CS .A .P .S .M .D .I N S TL & PS T LC O N CC IV I LA R C HM O D E L
I S S U E D E S C R I P T I O N
M A T 'LL T GE L E CF A CS .A .P .S .M .D .I N S TL & PS T LC O N CC IV I LA R C HM O D E L
I S S U E D E S C R I P T I O N
M A T 'LL T GE L E CF A CS .A .P .S .M .D .I N S TL & PS T LC O N CC IV I LA R C HM O D E L
I S S U E C H E C K E D
C O R R E C T
A P P R D A T E
C H E C K E D
C O R R E C T
A P P R D A T E
C H E C K E D
C O R R E C T
A P P R D A T E
C H E C K E D
C O R R E C T
A P P R D A T E
C H E C K E D
C O R R E C T
A P P R D A T E
P IN E L L A S C O U N T Y R E S O U R C E R E C O V E R Y
F A C IL T Y - A P C R E T R O F IT P R O J E C T
N E W Y O R K , N E W Y O R K
1 2 .0 0
3
R E F U S E P IT
110TH AVENUE
B U IL D IN G N O R T H
P L A N T
4
GENERATOR
TURBINE
E X IS T IN G
EXISTING
GENERATOR
TURBINE
EXISTING
5
B
E .9G .1 E B .9HH .9
1 0 .5 9
1 0.54
10.40
1 0 .6 0
1 0 .5 4
1 0 . 1 7
1 0 .3 6
1 0 .2 3
1 0 .5 9
1 1 .0 6
1 1 .0 5
1 0 .8 6
1 0 .8 8
1 0 .5 0
1 0 .5 3
1 0 .4 0
1 0 .3 9
1 0 .7 4
1 0 .7 5
1 0 .7 4
1 0 .6 8
1 0 .8 3
10.71
10.46
9.96
1 1 .2 6
1 1 .0 8
1 0 .8 3
10.29
1 0 .7 4
10.30
10.23
8.51
1 0 .8 0
1 0 .6 6
11.08
1 1 . 1 2
1 0 .6 3
1 0 .4 1
1 0 .0 8
1 0 .8 8
1 1 .3
1 0 .6
1 0 .6
1 0 .8
1 1 .2
10.5
10.0
12" X
18" ER
CP
INV EL = 7.95'
12" X 18" ERCP
D .1 A .1
A D M IN IS T R A T IO N
A
CL
V .C .
06464-Y-201
J.O.0646400-6464Y201 AGR-10/10/97
P H O S P H O R IC
A C ID T A N K
N E W M R S . C O N V E Y O R G A L L E R Y
N E W
S T A IR S
N E W
N E W
F L Y - A S H
C O N D .
B L D G .
M
A
N 1 2 8 7 2 1 3 .0 0
E 2 8 2 1 2 1 .7 5
L O C A T IO N A T C O L . H .9 / 6
P L A N T C O O R D IN A T E S
N 1 2 8 6 9 0 0 .5 0 & E 2 8 2 1 8 0 .0 0
E Q U A L
U S G S ( S T A T E ) C O O R D IN A T E S
N 1 2 8 6 9 0 0 .3 4 & E 2 8 2 1 7 7 .8 8
5
A S B U IL T P H A S E 2 & 3
3 .- P L A N E L E V A T IO N 0 '- 0 " = S IT E E L E V A T IO N 1 0 '- 9 " A B O V E M S L .
0 6 4 6 4 - C - 8 0 9
S E E D W G .
C A T C H B A S IN
F O U N D A T IO N
T R A N S F O R M E R
T R - 1 0 1
E 2 8 2 4 1 3 .0 0
N1286992.78
4'-0"
I S S U E D F O R C O N S T R U C T IO N
4
E 2 8 2 2 6 1 .1 7
N 1 2 8 7 2 7 1 .5 0
E 2 8 2 3 1 9 .0 0
N 1 2 8 7 2 5 9 .4 0
E 2 8 2 3 6 9 .1 6
P R O F E S S IO N A L E N G IN E E R N O . 0 0 4 1 5 3 5
S T A T E O F F L O R ID A
S U R E S H C . B A P A T
G U ID E R A IL
G U ID E R A IL
G U ID E R A IL
8 '- 0 "8 '- 0 " 3 1 '- 7 "
16'-0"
EXISTING ELECT. D
UCT BANK
( Y - 2 0 2 )
5 5
( Y -2 0 2 )
2
2
6
( Y - 2 0 2 )6
3 ( Y- 2
0 2)
3
( Y - 2 0 2 )
( Y - 2 0 2 )1
1
1
1
S E T T L IN G
E X IS T IN G C O O L IN G T O W E R
S W IT C H G E A R
& B A T T E R Y
R O O M
EXISTING PARKING
LOT
S W IT C H Y A R D
B L O W D O W N
M IX P IT
C H E M .
T R E A T .
E X IS T IN G
E X IS T IN G
E X IS T .
E X IS T IN G
E X IS T IN G
N1286,600
A . R O D R IG U E Z
S . B A P A T
A . R O D R IG U E Z
S . B A P A T
E X IS T IN G
S T O R M D IT C H
S T A C K
N E W
CONCRETE PAD BLDG.
T R A IL E R S
R E S O U R S E R E C .
ALUM. SHEDS
7
1 0 .9 6
1 1 .0 2
10.67
1 0 .5 8
1 0 .6 1 1 0 .5 6
1 0 .6 6
1 1 .2 6
10.76
1 0 .8 8
1 0 .8 2
1 0 .8 5
10.88
1 0 .8 6
1 0 .5 3 1 0 .6 6
1 0 .4 1
1 0 .5 9
9 .8 1
9 .8 3
9 .9 4
10.93
10.93
10.92
10.93
10.89
10.91
9.95
1 0 .4 8
1 0.67
1 0 .7 6
1 0 .6
1 1 .2
1 1 .7
1 0 .8
1 0 .5
1 0 .7
1 0 .5
1 0 .3
1 1 .2 1 1 .0
1 1 . 1
1 1 .2
1 1 .0
1 1 .0
9 .7
9 .9
10.7
8 . 9
1 0 .3
1 0 .4 1 0 .6
1 0 .5
1 0.4
9 .7 8
9 .7 8
9 .8 2
9 .5 4
9.949 .3 5
8 .4 6
6.17
6 . 1 6
6 .1 6
8 .4 0
9 .2 8
1 0 .3 1
9 .7 8
1 0 .0 9
1 0 .8 9
9 .8 9
9 .7 9
9 .7 4
9.56
9 .4 8
8.60
1 0 .0 7
8.97
1 0 .8 0
9 .6 9
9 .3 3
9 .6 2
9 .8 0
8 .1 5
10.61
10.77
8 .7 1
8 .6 9
7 .4 8 .1
7 .5
1 1 .4
1 1 .2
1 0 .9
9 .7
9.8
9. 1
9 .3
9 .6
9 .3
1 0 .0
8 .9
8 .5
1 0 .6
9 .6
8 .2
8 .1 8 .1 8 .1
1 1 .4
1 1 . 1
1 1 .3
1 1 .4
1 1 .2
1 0 .9
1 1 . 1
1 0 .7
1 0 .7
1 1 .2
7 .8
8 .1
8 .2
8 .1
7 .9
1 S T O R Y W O O D E N B U IL D IN G
BANK
DUCT
T O B
T O S
W A T E R S
E D G E
E D G EW A T E R S
W A T E R S E D G E
B U IL D IN G
R E C O V E R Y
M A T E R IA L
N E W
C O N T A C T W A T E R
S T O R A G E T A N K
M C C R O O M
N E W
N E W
P A C IS
I.D. FAN
NEW
I.D. FAN
NEW
I .D . F A
N N EW
C O M P R E S S O R
B U IL D IN G
N E W C E M B L D G .
S L U R Y
T A N K
N E W L IM E
D IL U T IO N
N E W
N E W
N E W
N E W
N1286,800
N1287,200
N1287,000
N1287,400
E 2 8 2 ,6 0 0
E 2 8 2 ,4 0 0
E 2 8 2 ,2 0 0
B O T . E L . 5 .4 6
P A V IN G P L A N
0 6 4 6 4 - Y - 2 0 1 - 5
E X IS T IN G
E X IS T IN G
REC
EIVER
S
24'-0"
3'-0" TYP.
SHOULDER
2 0'-0 "
1 6 '- 0 "
20'-0"
L IM E S IL O
1 6 '- 0
"
W A T E R T A N K
SHOULDER
3'-0" TYP.
24'-0"
F . F . E L . 1 1 .7 5
N E W C O N T A C T S U M P
NEW
UTILITY TREN
CH
20'-0"
1 6 '- 0 "
E 2 8 2 3 9 0 .7 5
N1287262.71
R = 1 9 .4 0 '
R =5 '
R =3 0 '
R =2 5'
R =4 0'
R = 1 0 '
R =4 0 '
R=20'
R=60'
R = 5 '
R=50'
N1287038.79
R=5.52'
P - 1
P C - 2
P I- 2
P T - 2
P C - 3
P I- 3
P T - 3 P C - 4
P I- 4
P T - 4
P C - 5
P I- 5
P T - 5
P - 8
P - 6
P - 7
P O IN T
S T A T IO N
C O O R D IN A T E S
P C - 2
P T - 2
P C - 3
P T - 3
P C - 4
P T - 4
P C - 5
P T - 5
N o .
5 + 5 6 .1 3
5 + 9 2 .7 8
6 + 7 6 .5 1
7 + 5 3 .3 1
8 + 1 8 .9 3
8 + 4 6 .8 6
8 + 7 2 .7 4
9 + 0 0 .6 6
N O R T H E A S T
1 2 8 7 1 8 4 .6 4
1 2 8 7 1 5 7 .2 8
1 2 8 7 1 3 2 .9 6
1 2 8 7 1 0 5 .6 0
1 2 8 7 0 3 9 .9 8
1 2 8 6 9 7 4 .4 5
1 2 8 6 9 2 6 .4 2
1 2 8 6 9 1 5 .5 7
2 8 2 4 7 9 .2 5
2 8 2 4 7 4 .4 3
2 8 2 4 6 5 .5 7
2 8 2 4 6 0 .7 5
2 8 2 4 6 0 .7 5
2 8 2 4 2 6 .6 4
2 8 2 3 5 8 .0 5
2 8 2 3 2 3 .6 3
L E N G T H
C U R V E IN F O R M A T IO N
2 0 - 0 0 '- 0 0 "
2 0 - 0 0 '- 0 0 "
5 5 - 0 0 '- 0 0 "
3 5 - 0 0 '- 0 0 "
D E G R E E
2 7 .9 3 '
2 7 .9 3 '
7 6 .7 9 '
3 6 .6 5 '
1 4 .1 1 '
1 4 .1 1 '
4 1 .6 5 '
1 8 .9 2 '
2 0 - 0 0 '- 0 0 "
2 0 - 0 0 '- 0 0 "
5 5 - 0 0 '- 0 0 "
3 5 - 0 0 '- 0 0 "
T A N G E N TD E L T AR A D IU S
8 0 .0 0 '
8 0 .0 0 '
8 0 .0 0 '
6 0 .0 0 '
N O R T H E A S T
C O O R D IN A T E S
2 8 2 4 7 9 .2 51 2 8 7 3 0 1 .5 0
2 8 2 4 7 9 .2 51 2 8 7 1 7 0 .5 4
2 8 2 4 6 0 .7 51 2 8 7 1 1 9 .7 1
2 8 2 4 6 0 .7 51 2 8 6 9 9 8 .3 4
2 8 2 3 4 2 .5 51 2 8 6 9 1 5 .5 7
2 8 2 2 6 7 .5 01 2 8 6 9 1 5 .5 7
P O IN T
N o .
P - 6
P I- 5
P I- 4
P I- 3
P I- 2
P - 1
1 0 + 1 7 .5 2
8 + 8 6 .8 4
8 + 3 3 .0 4
7 + 1 8 .1 6
5 + 7 5 .0 5
5 + 0 0 .0 0
S T A T IO N
N O R T H E A S T
C O O R D IN A T E S
2 8 2 4 7 9 .2 51 2 8 7 2 0 3 .2 5
2 8 2 3 5 9 .0 81 2 8 7 1 3 3 .8 7
P O IN T
N o .
P - 8
P - 7
2 + 3 8 .7 6
1 + 0 0 .0 0
S T A T IO N
R O A D W A Y A L IG N M E N T
P - 8 9 + 1 9 .2 7 1 2 8 7 2 0 3 .2 5 2 8 2 4 7 9 .2 5
L E G E N D :
IN D IC A T E S N E W A S P H A L T P A V E M E N T
IN D IC A T E S N E W A S P H A L T P A V E M E N T R E S U R F A C IN G
IN D IC A T E S N E W A S P H A L T P A V E M E N T W ID E N IN G
N 1 2 8 7 2 7 5 .5 0
E 2 8 2 2 9 7 .0 0
N 1 2 8 7 2 3 9 .2 5
E 2 8 2 3 7 2 .0 8
N 1 2 8 7 2 3 8 .0 0
E 2 8 2 2 6 4 .2 5
N 1 2 8 7 2 2 7 .0 0
E 2 8 2 2 7 8 .2 5
NEW
AIR
SUPPLY C
ONDUITS
NEW
TEMPORARY
F . F . E L . 1 3 .0 0
N1286992.78
EXISTING 2
-22"x13 1/2" CONC.
ARCH P
IPE CLA
SS 4
TO R
EMAIN
N O T E S :
P M - 1
N 1 2 8 7 4 0 0 .2 0
E 2 8 2 4 9 6 .9 2
E L . 1 1 .8 4 '
P M - 2
N 1 2 8 7 1 4 3 .9 6
E 2 8 2 4 9 4 .5 5
E L . 9 .6 6 '
P M - 3
N 1 2 8 6 8 4 7 .6 2
E 2 8 2 3 7 1 .2 3
E L . 1 0 .5 3 '
B A S IN
N 1 2 8 7 2 5 1 .5 0
E 2 8 2 2 3 0 .2 5
N 1 2 8 7 1 0 9 .0 0
E 2 8 2 4 2 9 .0 0
3
R E V IS E D A S P H A L T P A V E M E N T A T S O U T H R O A D W A Y
1 " = 2 0 '
2 0 1 0 2 0 '0
2 .- W O R K T H IS D R A W IN G W IT H D R A W IN G S 0 6 4 6 4 - Y - 2 0 2 & 0 6 4 6 4 - Y - 3 0 1 & C - 8 0 9 .
1 .- A L L C O O R D IN A T E S A N D G R ID A S S H O W N A R E B A S E D O N
P L A N T C O O R D IN A T E S S Y S T E M .
P M - 1 IN D IC A T E S P L A N T P E R M A N E N T M O N U M E N T
1 0
1 0
1 0
1 0
10
12
11
9.7
10.1
8.4
9.2
9.1
9.4
10
10
10
1 0 . 1
10.2
1 0 .4
10.3
10.4
10.5
10.5
11.1
11.2
12.5
S E E D W G C - 8 0 2 F O R C O N C P A V IN G
S E E D W G C - 8 0 6 F O R C O N C P A V IN G
IN T H IS A R E A
IN T H IS A R E A
IN T H IS A R E A
C - 5 0 1 F O R
C O N V F D N S
S E E D W G
R =3 0'
E X IS T IN G 8 " C O N C S L A B P A V E M E N T
1
IS S U E D F O R C O N S T R U C T IO N
R E P O S IT IO N E D S E C T IO N 4 - 4 , A D D E D R E F E R E N C E S
R E V IS E D R O A D @ L IM E P R E P B L D G
4
( Y - 2 0 2 )
4
2 8 ' R D E M O L IS H
D E M O L IS H
P O R T IO N O F
E X IS T S L A B
5 '- 6 "
23'-0"
3 2 '
23'-6"
D E L E T E D P O IN T N O S . P - 9 & P - 1 0
M D 6 / 8 / 9 8
T O R E M A IN
E X IS T S L A B
N 1 2 8 7 2 9 9 .1 7
E 2 8 2 2 0 2 .1 7
R E F : R F I- 0 2 4 1
W IT H 6 x 6 W 2 .9 x W 2 .9 W W F
S L A B O N G R A D E
T O B E 6 " T H IC K M IN
6 ' W ID E C E M G A S B O T T L E
P A T H W A Y
IN C O R P O R A T E D R F I- 0 3 9 1
IN D IC A T E S 6 " T H K .
C O N C R E T E P A V E M E N T
S C B 6 / 1 0 / 9 8
P Y 6 / 1 0 / 9 8
2
A S B U IL T P H A S E 1
4
S C B
J A
9 / 1 4 / 9 8
9 / 1 4 / 9 8
P Y 9 / 1 4 / 9 8
R E V IS E D S O U T H W IN D W A L L
IS S U E D F O R C O N S T R U C T IO N
P A V E M E N T IN
P L A C E E X C L U D E
F R O M P H A S E
C O N T R A C T
IV
P A V E M E N T IN P L A C E E X C L U D E
F R O M P H A S E C O N T R A C TIV 4
3 / 2 9 / 0 0D K
3 / 2 9 / 0 0A L
J A 3 / 2 9 / 0 0
IN D IC A T E D A R E A S O F P A V E M E N T T O B E E X C L U D E D F R O M
P H A S E 4 C O N T R A C T
J A
D K
D P 5 / 8 / 0 0
5 / 8 / 0 0
5 / 8 / 0 0
