HIGROPILE(S) MICROPILE(S)
ror #8
SO" Mooi ae STP Aci
BHORM, a
MICROPILEYS)
a8"
{2 ADGL #8 BOT
en x oe "xi eo"
PERIMETER OF
BEM 24" THICK
al|"—#"2
PILE CAP.
ON
SEE SEMAL,
ROTES FoR
REQuRE
MIGROPILE
CAPACITY, TYP
re |
TEX f6°e PILE
TO REMAIN
HEF HICROPILE,
HICROPILE GAPE
SHALL BE I2'xta"
T
- 1
} |
MIKMUM, DESIGHED NX CORSER BAR
FoR CAPACITY OF | | ose YP EA
MicRoPILet, t i z CORNER
NIGROPILE DESIGN et
OTHERS, YF | | a6
LOCATIONS PER, yee
PILE GAP |
4AM
PILE CAP "A" ENLARGED CONCRETE PLAN
SCALE i/2" = {'-0"
Betas
TOP OF BILE CAP ELEVATICN SHALL BE 5* ABOVE BOTTOM OF EXISTING CONORETE
MASS ELEVATION (REP), SEE SECTIONS POR ADDL INFORMATION,
2. PILE CAP EMBIOMENT Pls NOT SHOWN POR GLARUTY, SEE FILE CAP ENLARGED STEEL
FRAMING PLAN FOR ADDL INFORMATION,
3. PS" IN PLAN INDICATES MIGROPILE, SH@ GENERAL NOTES FOR ADDL INFORMATION,
EMBED Fh Ever
SEE EMBED (ev)
DETAIL AVS, TYP. oa stig* mo" Io
| fy | |
&, | (ey ‘ &
A H |
T ] ~ EMBED I
aH } 7) 3
FRR YH (0)
Pe Se i woe
CORRECTION | re |
DETAIL BYS-4——~__| ! x. i i
NON BASE & |
INSTALLATION Gl2nnOe | '
DETAIL Giffen | 1 = - y 1 ®
3 “ | 4 | *
“ _a
ey | ‘| | j—
' a ! ‘
t +
lf: Peta | (4)
re nde te - ——-—*
a
EX S-O xs -0'xIl Ott | ° ot o |
TALL ecticnETe 7 | (65)
a4" THICK, ; o ti, 1
xil'=4°R 4" 4 2
PILE CAP. = + 2
~ : ' a
&, | . ClRaOT | &
+ 1
EMEED
|
|
|
’
|
©
c
PILE CAP "A" ENLARGED STEEL FRAMING PLAN
SCALED Wat =o"
Mores:
Lo STEEL FRAMING HEIGHT VARIES, SEE SECTIONS FOR ADDL INSORMATION
MICROPILEIS) MICROPILES)
4B" [to
*
MIGROPILE/S)
I+o*
7
#6"
EX 16° PILE
TO REMAIN
PROVIPE STD AGI
40° KGOK AS yf
SHON, TP:
4
oa BO'ns Oat
ALL GONGRETE
Ags TO REMAIH———,
ek
PERIMETER of
HEN 24" THICK,
nid abt
ee c
7
of) ADL P
"MIDDLE"
f
6
MICRGPILE(S)
bo
hn aR
Ta MCRCPILE,
MIGROPILE CAP %
SHALL BE (2°xi2"
MINIMUM, CESISRED
FOR CAPACITY Gf
(i) 24 CORMTR BAR
# EMBED EL, TYP EA
MICROPILE, CORD
HICROPILE DESIGN oR pepe
BY OTHERS, TYP 4
LOGATIONS PER. re
PILE CAP
ft.
_— Is
I
— KE
|
|
|
PILE CAP “A! ENLARGED CONCRETE PLAN
SEALE, V2" = |'o"
Rates:
1. TOP oF PILE CAP ELEVATION SHALL BE 3” ABOVE BOTTOM OF EXISTING CONCRETE
MASS PLEVATION (Rit), SUE SECTIONS FOR ADL INFORMATION,
2 PILE CAP EMBEOMENT PR's NOT SHOrx FOR CLARUTY, SEE PILE CAP ENLARGED STEEL
FRAMING PLAX FOR ADOL INFORMATION
5, ‘Pat IN PLAN INDICATES MIGROPILE, STI GERERAL KOTES FOR ADEL INFGRMATICH,
V3 3" alo" io"
méacp IE
9
ne - oes im fe eee He
Sih (INSTALLATION
info 6) Lo) 4 as SHORE
|
ino
SEE NEV BASE ff
IRSTALLATICN
DETAIL Gis
:
o
-j-- -—- —
baad
o
I2420.7
—_—-—-—5
EX BuO oat et
ETE
TALL CONCRE:
MASS To RIMAIN-—,
Si L6 IRSTALLATION
fate 5) AS SHOWN
ON DETAIL BAS-4—--~]
&
PRUMETER of ~ i
|
—.—---|
3
re
3
be
410"
REA 260" THICK
EA mah"
PLE “wo
fe
vero
|
|
|
|
ee
|
|
|
|
«|
|
©)
PILE CAP "B" ENLARGED STEEL FRAMING PLAN
SCALE: f/2* = I!
Morea:
I, STEEL PRAMIRG HEIGHT VARIES, St SICTIONS rom ACD L INFORMATION
EX POST —4
Ww:
EX Bod
CONCRETE
FOOTING:
ELAN VIEW
< rs
\ mercuen PLE
oar
SRGUT, FILL ALL VorDS:
TOP OF HEH ap
PILE CAP SLE
—_;
PROPOSED £0!
UNSERPINNINS: 6.
BOT UHPERPINNIHS TO JADISTUREED
ALISH BOT PROPOSED SO, TF
EXCAVATION:
SECTION VIEL
UNDERPINNING AT EX COLUMN
SCALE HTS
LNG STORASE/LIVE LOADING (© PSF) IS PERMITTED iN HAREHOUSE STORAGE AREA
DURURG UNDERPDHIKe AITHIN HATCHED ZONE SHOrt ON PLAN (STE Drie fi),
2 EXGAWATE AND RK GHAGRANT "AT RET, ALLGA Seene te we
PLACE PIOERA)
pret MINIM COMPRESSIVE STRENGTH CF BOoo Pst
ae Eee AND? PLAGE USSEREINKING GUADRART "EB" SECGHD, ALLOW
qT
EXCAVATING ron 4 ated CONCRETE POR PROPOSED PILE CAM,
3. THE CONTRACTOR JILL Be Bes ee 19 SAFELY SUPPORT AME? MAINTAIN ADIACENT
PROPERTY TLE. TURES,
ANU? ABUTTING
r,
BEFORE PROCEEDING
4. CONTRACTOR SHALL USDERPIH ALL EXISTING STRUCTURES THAT HILL BE WOERMINED
BY NON FOROATION EcayvAn
RETIBG OF THE
s
ORS, VNOERPINNIKG SHALL BE PERF
OF TRENGHING. EXCAVATION AND
PERFORMED tH ALTERNATE S2CTIONS OF I'-G* Max,
URDERPINNING PITS SHALL BE
IM FEETH,
8, THE CONTRACTOR SHALL PROTECT THE UOERPINNING PROM BEARING PUASHOUT.
6. THE ConiyRad: SHALL LOCATE ALL UTILITIES IN THE AREA OF iene AnD
OLCUR TO ANY UTILIT
1S REGUIRED Yo REPAIR YHE DAMAGE To THE SAMSEAETION 2 OF THE
EXPENSE.
TOR
PREVENT DAMAGE ‘Ta
GAMER AT His Onn
THE CONTRACTOR SHALL IDE ALL TEMPORARY BRACING AND SHORINS REQUIRED
TO MAINTAIN THE STABILITY OF THE EXISTING STRUCTURE DURIRS CONSTRUCTION, THE
TEMPORARY
DESIGN OF BRACING AMD SHORUNG IS THE CONTRACTORS
RESPOMIBILITY.
6. THE CONTRACTOR SHALL MONITOR THE EXISTING STRUCTURE DURING GONSTRUCTION.
IMMEDIATELY NOTIFY THE ENSINEER OF AREAS EXHIBITINS DISTRESS OR PAILURE.
Buildings
Group
MORRIS & RITCHIE
ASSOCIATES, INC.
Architects, Engineers, Planners,
Surveyors, end Landscape drckitects
1220¢€ Enst Joppa Road
Suite 505
Tawaoa, Maryland 21286
4EG-320-1690
490-821-1748 Fax
Ouner/Dereloper
Kimco Webster Square, LLC
3333 New Hyde Park Ro, Suite 160
New Hyde Park, N¥ 11042
B le
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ISSUED FOR PEAMIT| 12/05/17
Ire DRAWN [ISSUED
17637.11]) DS | 11/21/17
HO. REMISIOt DATE
SHEET THLE
Enlarged Pile Cap
Plans & Detail
SHEET NUMGER
$-2
Construction
Documents
VaAbg_PROJECTS117600-17599\8 7637 - Webstor Squace\i7837.11 - Webster Square Bullding G
12/5/2017
