Page 49 - CLEARPOINT#3

SM
20-33195-04
CONSTRUCTION SERVICES
GRID LINE STAKEOUT

FS PT 105 BS PT 102 CHECK PT 104
N
PTS 1000-1001, 10700-10727
NAD83

6-9-2021

OUTSIDE FACE 1 1.1 INSIDE FACE OF 2 3 4 5 6 7 8 INSIDE FACE OF 8.9 9 OUTSIDE FACE
OF WALL PANEL WALL PANEL WALL PANEL OF WALL PANEL
N32°43'04"W 282.81'
300'-0"
10" 36'-8" 6 BAYS @ 37'-6" = 225'-0" 36'-8" 10"
FTG. STEP FTG. STEP
59'-2" 140'-0" 99'-2"
701 30.1' ___________________ (OPP. 10' OS A.1 704 705 ___________________ 706 3 1/2" C L "W5.0" FTG.
703
10' OS A.1
F30
F30
3 1/2" 700
STEM
"W5.0" FTG.
C L FTG.
FTG.
10' OS A.1
ON CL 5
F2
ON CL 7
F1
F2
F3
OUTSIDE FACE C"W5.0" FTG. C L ON CL 1.1 ON CL 2 ___________________ S210 HAND) 702 ___________________ ON CL 4 T/FTG. ___________________ 10' OS A.1 10' OS A.1 S210 ___________________ 10' OS A.1 T/FTG. 707 708
T/FTG.
ON CL 6
OF WALL PANEL FTG. "W5.0" ELEV. 94'-7" S210 10' OS A.1 S210 "W5.0" ELEV. 96'-7" S210 S210 "W5.0" ELEV. 94'-7" 10' OS A.1 10' OS A.1
ON CL 8
10" L ON CL 3 ON CL 8.9
A A.1
A.1 3 1/2" 1-#4 CONT. 29.8'
709
INSIDE FACE OF 727 10' OS 8.9 ON CL A.1
WALL PANEL 10' OS 1.1 F2
___________________
ON CL A.1 S210
48'-5 1/2" CONCRETE SLAB ON GRADE #4 BARS @ 5'-0" O.C. ALT. 15' & 20' LENGTHS T/FTG. 49'-0"
(SEE NOTES 1 & 2)
59'-3" (TYP. AT FDN. WALLS) ELEV. 94'-7"
T/FTG. (OPP.
"W5.0"
ELEV. 94'-7" HAND)
F3
F30
___________________
T/FTG. ___________________
S210
ELEV. 99'-0" S210 FTG. STEP
(TYP. @ COLUMNS)
T STK WITH CAGE
726
13'-9" 10' OS 1.1 "F6.5" "F6.5" "F6.5" "F6.5" "F6.5" "F6.5" "F6.5" PT1001
ON CL B
B OTHER SIDE OF
F45
___________________ T/FTG.
S210 LOD FENCE
ELEV. 96'-7"
13'-9" 710
29'-0" 10' OS 8.9 ON CL B 46'-0"
F1
725 ___________________
13'-9" 10' OS 1.1 S210 F31
ON CL C "F6.5" "F5.5" "F5.5" "F5.5" "F5.5" "F5.5" "F6.5" ___________________
C "W5.0" S210 FTG. STEP
13'-9" CONSTRUCTION OR 711
206'-8" CONTRACTION JOINTS 10' OS 8.9 ON CL C LOT 1.01
(SEE NOTE 3)
13'-9" BLOCK 128.03 (TM)
58'-0" LOT 1.08 "W2.0" N57°16'56"E 293.90'
13'-9" C L DOCK F4
LEVELER
PIT(TYP.) (TM) ___________________
S210
15'-3 1/2" 5'-0"
"F8.0"
"W5.0"
"F6.5" "F6.5" "F6.5" "F6.5" "F6.5" "F8.0" "W4.0"
D
724 110'-0"
10' OS 1.1 ON CL D
712 5'-0"
10' OS 8.9 ON CL D
F2
___________________
S210 F5
___________________
S210
T/FTG.
58'-9" ELEV. 99'-0"
"W2.0"
FOUNDATION PLAN NOTES
ELEVATION ABOVE SEA LEVEL. REFERENCE FINISH FLOOR ELEVATION OF
1. REFER TO ARCHITECTURAL OR CIVIL DRAWINGS FOR FINISHED FLOOR
100'-0" IS USED ON THE STRUCTURAL DRAWINGS. ALL ELEVATIONS ARE
REFERENCED FROM THIS ELEVATION.
REPORT FOR SUBGRADE RECOMMENDATIONS.
2. 6" UNREINFORCED CONCRETE SLAB-ON-GRADE. REFER TO GEOTECHNICAL
3. CONSTRUCTION OR CONTRACTION JOINTS SPACED EQUALLY BETWEEN
713 5. "_" DENOTES FOOTING MARK. SEE FOOTING SCHEDULE FOR FOOTING SIZE
4. PROVIDE SLAB REINFORCEMENT AT ALL RE-ENTRANT CORNERS PER DETAIL
COLUMNS AT 15'-0" O.C. MAX. REFER TO JOINT DETAILS ON SHEET S220.
ON SHEET S220.
AND REINFORCING.
THE HIGHEST ELEVATION OF THE COLUMN.
6. COLUMN SIZES ARE SHOWN ON THE FRAMING PLAN CORRESPONDING TO
7. COORDINATE FOUNDATION PLAN(S) AND DETAILS WITH WALL PANEL
LAYOUTS AND DETAILS.
INSIDE FACE OF A 9. WHEN CONTINUOUS FOOTINGS CHANGE WIDTH, LONGITUDINAL
FLOOR SLOPES, CURBS, AND DRAINS WITH THE ARCHITECTURAL
8. COORDINATE LOCATIONS AND SIZES OF ALL DEPRESSED SLAB AREAS,
DRAWINGS.
PAST CHANGE IN WIDTH.
REINFORCING IN THE NARROWER FOOTING SHALL EXTEND 2'-6" MINIMUM
WALL PANEL S211 10' OS 8.9
ON CL D.9
D.9 1 5/8" 5"
E D.9
10" "W2.5" "W3.0" 29.8'
F4
F5
OUTSIDE FACE "W5.0" FTG. C FTG. "W5.0" T/FTG. "W5.0" ___________________ T/FTG. ___________________ 714 FTG. (U.N.O.)
OF WALL PANEL 723 L ELEV. 96'-7" S210 ELEV. 99'-0" S210 10' OS D.9 ON CL 8.9
10' OS 1.1 L 720 719 5" C LFTG. C L
OPP.
716
715
717
ON CL D.9 C T/FTG. ___________________ ___________________ HAND) 10' OS D.9 ON CL 3 10' OS D.9 ON CL 4 718 10' OS D.9 ON CL 6 10' OS D.9 ON CL 7 10' OS D.9 ON CL 8 (U.N.O.)
F30
F31
ELEV. 94'-7" S210 36'-0" S210 10' OS D.9 ON CL 5 248'-2"
722 90.7' 14'-2" 721
10' OS D.9 FTG. STEP 10' OS D.9 FTG. STEP
ON CL 1.1 ON CL 2
61'-5"
1.1 8.9
S38°40'28"E 325.00'
T STK WITH CAGE PT1000
SEE SHEET 1 SEE SHEET 2
OTHER SIDE OF LOD FENCE
MASTER SHEET
20-31195
STAKEOUT SKETCH FOR COLUMN LINES
SCALE 20
JUNE 09, 2021
PAPER 11X17