HomeMy WebLinkAboutCT 15-08; Carlsbad Ranch PA 5 (Marbrisa - Phase 3); SITE AND VILLAS 79, 77, 76 COORDINATION; 2016-07-06B\VE
STHUCTURAL ENGINEEHING • CIVIL ENGINEERING • LAND SURVEYING • LAND PLANNING
July 6, 2016
Mr. Houston Arnold
Grand Pacific Resorts
Email: HArnold@gpresorts.com
Project: Site and Villas 79, 77., 76 Coordination
Dear Mr. Arnold,
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Per your request, we can confirm that we have coordinated the design intent of the foundations with
the Civil drawings, including the deepening of the footings to avoid Geofabric surcharge. The attached
details are from our sheet 53 .. 1 on the Villas which have been coordinated with these requirements.
Detail 2/5.1 covers the typical deepening requirements, and detail15 addresses the conditions at the '
end of Villa 79. This condition is noted to be 5' -0" max which exceeds the final design intent where Wall
G encroaches under the building a little less than 1'-0".
Please call if you have any questions or concerns.
Respectfully,
BWE, Inc
Charlie Colvin
SE 5544
Principal
9449 Balboa Avenue • Suite 270 • San Diego • CA • 92123
P 619 299 5550 • F 619 299 9934 • www.bwesd.com
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AUG 0 1 2016
NT.
Since 1971
FINISH PER~
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EXTENSION PER ARCH'L 1 1 (; 1
WHERE OCCURS 1 : :
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#4 DOWELS 31-0" : I I
@ 18" o.c. I I : :
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CLR
TYP
RETAINING WALL
tt WHERE OCCURS
. '\.._____ COORDINTAE wrrH
SITE AND CIVIL
PLANS
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TRACK AND ANCHORAGE
PERW
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CONCRETE SLAB WITH
REINFORCEMENT PER PLAN
OPTIONAL COLD JOINT,
CLEAN AND ROUGHEN
(2) #5 TOP AND
BOTTOM
CONTINUOUS
#3 TIES @ 48"o.c.
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DEEPEN EXCAVATION AS
REQUIRED TO AVOID
. SURCHARGETO
·. GEOGRID. COORDINATE V! LOWERMOST TAIL OF
••. WITH CIVIL PLANS, FILL
·~ d ••• •• WITH 2-SACK SLURRY.
TYPICAL EXTERIOR BEARING WALL
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EXTERIOR WALL
WHERE OCCURS
EXTEND 8" MIN
SLAB WITH #6@ 12"
EAWAY
5'-0" MAX
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2'-0' MIN
SEE DETAIL 2/S3.1
FOR ADDITIONAL
INFORMATION
LAP REINFORCING
PER 1/S8.1
(2) #5 TOP AND
BOTTOM
CONTINUOUS
#3 TIES @ 48"o.c.
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TYPICAL EXTERIOR BEARING WALL
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