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2ND LEVEL RANGE TOWER @ EL. 10'-0" 3RD LEVEL RANGE TOWER @ EL. 20'-0"
SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1 1-0"
T/STL EL. 9'-10 3/4" T/STL. EL. 191-10 3/4"
HELICAL PILE DESIGN & INSTALLATION NOTES:
1. HELICAL PILE DESIGN SHALL BE PROVIDED BY OWNER.
DESIGN SHALL MEET THE COLUMN LOAD REQUIREMENTS /
ACTING ON THE RIGID MAT FOUNDATION AS PROVIDED IN /
THE TABLE BELOW: PILE INFORMATION REFLECTED ON THIS �
DRAWING IS FOR PILE. LOCATIONS ONLY AND IS BASED ON
PILE DESIGN PROVIDED BY ALLTERRA ENGINEERING &
TESTING DATED JANUARY 23, 2020.
2. OWNER AND HELICAL PILE CONTRACTOR SHALL OBTAIN
REVIEW AND APPROVAL OF INSTALLATION PLAN FROM
ALLTERRA ENGINEERING &TESTING PRIOR TO INSTALLATION,
3. INSTALLATION OF HELICAL PILES SHALL BE IN ACCORDANCE
WITH FINAL DESIGN PROVIDED BY ALLTERRA ENGINEERING &
TESTING.
TOTAL DESIGN MAXIMUM. LOADS
2
DL+LL Dead Load + Live Load. Wy = Wind Load Vertical.
Wz Wx Wind Load Horizontal x and e a z axes. +X
DETAIL D
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S-03
EAST ELEVATION
SCALE: 3/16" = 1'-0"
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NOTES
1. SEE DWG 110751-S-01 FOR GENERAL NOTES.
DESCRIPTIVE NORTH
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3
1
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DETAIL B
5-03 DETAIL B 0 3'-0 17 RUNS @ 15'-11 "' i
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F
00
NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION FF EL o'—o" � (
. _ 1 �_0» SCALE: 3 _ '-
SCALE: 3/16a, = 1 a_0» SCALE3/16 16" 1" / 0
STAIR ELEVATION @_ COL. LINE B (LOOKING WEST)
"' t 6-1y6»0 HOLES FOR
DIA i - - Y"0 ANCHOR BOLTS
SEE DETAIL MK AR-1
N
P •�
T TACK
C ---------- i--------- - _ X-AXIS WELD
CD
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1�+•h� N
N FOUNDATION PLAN @ EL. 0'-0" LEGEND
SCALE: 1/4' = 1P-0" - DIRECTION OF PILE INSTALLATION
T/GONG. EL 0'-0° -PILE CAP PLATE
T SLAB EL = 0'-0"
•
NOTE.
OWNERSHALL PROVIDE
BASE PLATE 1 10" SQUARE DOCUMENTATION TO ENGINEER
SCALE: 1 1 /2" = V-0» PILE CAP PLATE OF RECORD CERTIFYING THE TOP
DETAIL 1 BY CONTRACTOR OF PILE ELEVATIONS PRIOR TO
CASTING CONCRETE FOUNDATION
2» CLR N o w o PILE CONTRACTOR SHALL COORDINATE WITH j Q j
TYP 00cr_ w OWNER AND FOUNDATION CONTRACTOR TO SEE DETAIL
ESTABLISH TOP OF FOOTING ELEVATION 1 BASE PLATE 1 '�' `� 1 • • • • •
FFE RELATIVE TO EXISTING GRADE i` i
� » 1 TYP UNO 1
EL = 0 -0 1 1
1
/ 1
HELICAL PILE INSTALLED
I
BY OWNER. SEE NOTES
N ohm
1 1
1
DETAIL 1
SECTION A -A 1 »
�, � 1 » 1 SCALE:. 1 = 1'-0»
HELICAL PILE � SCALE: 3/8" _ 1'-0"
1 4 COMPACTED 1
t ABC STONE 1
(TYP) �' T/CONC. EL. 0'-0» •
,�_o�ls�a-----mow-®ice-l111���-�si---��•-5�-��,
931 Industdol Mve, Matthews, NC 28105 (704) 246-2000 Y �., PROJECT CODE PROJECT NAME DWG. NO.
• :Florida Certificate of Authority No. 32862 www.perigoneng.com � � �, • • E • • ••
STL' LUCIE NUCLEAR PLANT
Prepared with AutoCAD R2014 by . , �,� s • 2 = NT K110751
CURRENT PROJECT # 110751 FILENAME: 110751-S-02 0. 5753 - 40' RANGE TOWER S-02
`
CURRENT MISC DETAIL # PLOT FACTOR: 1:1 ' 2 APPROVED FOR CONSTRUCTION 04-23-20
PREVIOUS PROJECT / E Z 0 N A SHEET SIZE: 4 x3 1 APPROVED FOR CONSTRUCTION 02-04-20 .. -� : STATE of
PERIG-ON DWG. TITLE
� '•. F .� �c,`v ; KONTEK INDUSTRIES
0- APPROVED FOR CONSTRUCTION 11-07-18 ; a,�••., coRION 805 MCCombs Avenue FOUNDATION PLAN AND STEEL PLANS vER REV
ENGINEER: L. AYRAPETYAN DESIGNER: P. HINES ,•'•....••• ��`���
N0 DESCRIPTION, DATE NO DESCRIPTION DATE /4NA1- - Kannapolis, NC 28083 2
PROJECT MANAGER: J. LARSON
ISSUE & REVISION ` SCALE AS NOTED DATE 11 07 1 8 COPY N0.
NTS.
FOUNDATION (SEE SECTION
A -A AND PLAN FOR
REINFORCEMENT)
• •
1'-2