AHHS - 6900 Broadway

CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
6116 BROADWAY
SAN ANTONIO, TX 78209
210-826-0516
Architectural Review Board Meeting
Tuesday, October 17, 2017 – 5:30 P.M.
6116 Broadway St – City Council Chambers
Case No. 690 F – 6900 Broadway St
Request of Lowell Tacker of LPA, Inc., applicant, representing Alamo Heights Independent
School District, owner, for the final design review of the proposed construction of a new
central plant at the Alamo Heights High School located at 6900 Broadway St under Chapter
2 Administration for Architectural Review.
Chapter 5 of Code of Ordinances (Buildings and Building Regulations) requires City Council
to consider the ARB’s recommendation for all demolition/final design review applications.
Any recommendation will be forwarded to the City Council for final review. Please check
the ARB posted results on the City’s website after the ARB meeting to confirm any future
meeting dates.
Plans may be viewed online* (http://www.alamoheightstx.gov/departments/planning-and-
development-services/public-notices/), at the Community Development Services Department
(6116 Broadway St), or you may contact Lety Hernandez (lhernandez@alamoheightstx.gov),
Eli J Briseno (ebriseno@alamoheightstx.gov), Jason B Lutz (jlutz@alamoheightstx.gov), or
our office at (210) 826-0516 for additional information.
*Plans will not be available online for all case types and floor plans will not be available
online.

949.260.1190949.261.1001
5161CaliforniaAvenue,Suite100
California92617Irvine,
lpa@lpainc.comlpainc.com
f.
e.
p.
w.
160710
ALAMO HEIGHTS HIGH SCHOOL
CENTRAL PLANT
6900 Broadway St.
San Antonio, TX 78209
PROJECT TEAM
Architect
CODE INFORMATION
COORDINATION SET
OCTOBER 3, 2017
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL FIRE CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL PLUBING CODE
2014 NATIONAL ELECTRIC CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
WITH LOCAL AMENDMENTS
2012 TEXAS ACCESSIBILITY STANDARDS
LPA Inc.
114 E. Cevallos
Phone: 210.829.1737
Landscape Architect
LPA Inc.
114 E. Cevallos
San Antonio, TX. 78204
Phone: 210.829.1737
Structural
Alpha Consulting Engineers, Inc.
10609 IH10 Ste 203
Phone:
Civil
CDS Muery
3411 Magic Dr.
Phone: 210.581.1111
Mechanical / Electrical / Plumbing
DBR Engineering Consultants
8626 Tesoro Drive, Ste 702
Phone: 210.546.0200
Construction Manager
Joeris General contractors
823 Arion Pkwy
Phone: 210.494.1638
SHEET INDEX
SHEET NO. SHEET NAME
MEP DRAWINGS
MEP1.1 PHASE 1.1 - MEP SITE PLAN
MECHANICAL
M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS
M2.1 CHILLER PLAN - MECHANICAL PLAN
M2.2 MECHANICAL YARD - MECHANICAL PLAN
M4.1 MECHANICAL SCHEDULES
M4.2 MECHANICAL SCHEDULES
M5.1 MECHANICAL DETAILS
M6.1 MECHANICAL CONTROLS
M6.2 MECHANICAL CONTROLS
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS
E1.1 CHILLER PLANT - LIGHTING PLAN
E2.1 CHILLER PLANT - POWER PLAN
E4.1 ELECTRICAL ONE-LINE DIAGRAM
E5.1 ELECTRICAL SCHEDULES
E6.1 ELECTRICAL DETAILS
PLUMBING
P0.0 PLUMBING SYMBOLS AND ABBREVIATIONS
P2.1 CENTRAL PLANT - PLUMBING PLAN
P5.1 PLUMBING SCHEDULES
SHEET INDEX
STRUCTURE
S1.1 STRUCTURAL NOTES
S1.2 SPECIAL INSPECTIONS 2015
S2.1 FOUNDATION/ROOF FRAMING PLAN
S3.1 TYP FOUNDATION DETAILS
S4.1 TYPICAL STEEL DETAILS
S4.2 BRACE ELEVATIONS AND DETAILS
S5.1 TYPICAL CMU DETAILS
ARCHITECTURE
A1.1 SITE PLAN
A2.1 FLOOR PLANS, EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS, WALL SECTIONS
A8.0 EXTERIOR DETAILS
A6.0 DOOR TYPES AND SCHEDULE
SHEET INDEX
GENERAL
G0.0 TITLE SHEET
C0.1 GENERAL NOTES
C1.0 EXISTING CONDITIONS AND PROJECT CONTROL
C1.1 DEMOLITION PLAN
C2.0 KEYNOTE PLAN
C3.0 DIMENSIONAL CONTROL PLAN
C3.1 CONCRETE JOINT PLAN
C4.0 GRADING AND DRAINAGE PLAN
C5.0 STORM WATER POLLUTION PREVENTION PLAN
C6.0 UTILITY PLAN
C7.0 SITE DETAILS - 1
LANDSCAPE
L0.1 LANDSCAPE NOTES AND SCHEDULES
L1.1 MATERIALS AND LAYOUT PLAN
L2.1 LANDSCAPE DETAILS

Job. No.
Date
Checked by
Scale
Developedfor
DateRevisionDateSubmittal
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
114EastCevallosStreet
Texas78204SanAntonio,
1661210
ALAMOHEIGHTSISDCENTRALPLANT
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
DESIGNDEVELOPMENTPLANS9/20/17
9/20/17
K.R.
DESIGN DEVELOPMENT PLANS
GENERAL NOTES
C0.1
C0.1 GENERAL NOTES
C1.0 EXISTING CONDITIONS AND PROJECT CONTROL
C2.0 KEYNOTE PLAN
C3.0 DIMENSIONAL CONTROL PLAN
C3.1 CONCRETE JOINT PLAN
C4.0 GRADING AND DRAINAGE PLAN
C5.0 STORMWATER POLLUTION PREVENTION PLAN
C6.0 UTILITY PLAN
C7.0 SITE DETAILS 1
C7.1 SITE DETAILS 2
C7.2 SITE DETAILS 3
C7.3 SITE DETAILS 4
CIVIL SHEET LIST
CURB NOTES
”
”
” ”
”
GENERAL NOTES
“ ”
GENERAL UTILITY NOTES
“ ” “ ”
“ ”
PAVEMENT NOTES
“ ”
“ ”
SLEEVE NOTES
STORM DRAIN NOTES
“ ”
“ ”
WATER NOTES
SANITARY SEWER NOTES

CP 75-CP SET MAGNAIL
N:13728505.95
E:2139436.01
ELEV.=818.13
N:13728648.52
E:2139630.38
ELEV.=817.98
CP 3511-CP SET 60D NAIL
N:13728908.82
E:2139150.02
ELEV.=820.85
CP 1-CP 1/2IRWRC
N:13728539.20
E:2139100.21
ELEV.=820.05
S S S S S S S S S S S S S S S S S S S S
S
SS
F.F.=822.09
OHE OHE OHE
UG UG UG UG UG UG UG UG UG
N:13728869.87
E:2139317.69
ELEV.=820.28
CP 2-1/2IRWRC
N:13728772.20
E:2139312.23
ELEV.=821.24
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W
WWWWWWW
W
W
WWWWW
0
SCALE IN FEET
20'20'
C1.0
EXISTING
CONDITIONS AND
PROJECT CONTROL
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
E. CASTANO AVE
DATUM INFORMATION
HORIZONTAL DATUM= NAD83(2011)EPOCH:2010
TEXAS STATE PLANE COORDINATE SYSTEM, ZONE 4204 (US SURVEY FT)
VERTICAL DATUM = NAVD88 OPUS GEOID12A
SURFACE ADJUSTMENT FACTOR=1.00017
SURFACE = GRID X 1.00017
PROJECT COORDINATES DATA IS BASED ON CONTROL POINT #1
N. 13,728,539.20, E. 2,139,100.21 (SURFACE)
ELEVATION 820.05
JOB #117219, FB #7938, PGS. 1-62
NOTE: UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE AND
EXISTING UTILITY MAPS.
UNDER GROUND LOCATIONS ARE APPROXIMATE.
Point No. Northing Easting Elevation Desc.
1 13728539.20 2139100.21 820.05 CP 1/2IRWRC
2 13728772.20 2139312.23 821.24 1/2IRWRC
3 13729265.04 2139277.71 817.38 FND MAGNAIL
8 13729142.17 2138881.89 817.28 MAGNAIL
16 13728900.58 2138956.49 816.77 1/2IRWRC
18 13729138.92 2138751.40 814.16 1/2 IRWRC
20 13728535.60 2138649.45 809.18 1/2IRWRC
21 13728894.42 2138633.05 810.80 MAGNAIL
62 13729265.85 2138606.51 810.27 MAG NAIL
71 13729258.67 2138623.29 811.18 XONCONC
75 13728505.95 2139436.01 818.13 CP SET MAGNAIL
76 13728648.52 2139630.38 817.98 CP SET MAGNAIL
77 13728869.87 2139317.69 820.28 CP SET MAGNAIL
78 13729052.83 2139308.52 819.91 CP SET MAGNAIL
79 13729269.98 2139415.31 816.22 CP SET MAGNAIL
80 13729111.12 2139107.84 820.08 CP SET MAGNAIL
81 13729192.28 2139125.86 819.77 CP SET 1/2IRWRC
82 13729123.22 2138935.19 819.69 CP SET 1/2IRWRC
83 13728776.74 2138948.79 816.80 CP SET 1/2IRWRC
84 13729166.24 2139654.88 818.34 CP SET 1/2IRWRC
85 13728903.14 2138943.83 816.84 CP SET CHM
86 13728992.24 2138940.33 816.94 CP SET CHM
87 13729034.33 2138938.68 818.98 CP SET CHM
3511 13728908.82 2139150.02 820.85 CP SET 60D NAIL
BM # 3
CHISELED SQUARE
ON THE NORTH SIDE OF
E. CASTANO AVE.
ELEV.=812.46
BM # 2
CHISELED SQUARE
ON THE NORTH SIDE OF
FAIR OAK PL.
ELEV.=816.70

S
SS
F.F.=822.09
OHE OHE OHE
WWWWWWW
W
W
WWWWW
0
SCALE IN FEET
20'20'
C1.1
DEMOLITION PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
E. CASTANO AVE
DEMOLITION NOTES

S
OHE OHE OHE
W W W W W W W W W W W W W
CENTRAL PLANT
ICE STORAGE
(SEE STRUCTURAL)
(SEE STRUCTURAL)
0
SCALE IN FEET
20'20'
C2.0
KEYNOTE PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
KEY NOTES
E. CASTANO AVE

S
OHE OHE OHE
CENTRAL PLANT
ICE STORAGE
(SEE STRUCTURAL)
(SEE STRUCTURAL)
0
SCALE IN FEET
20'20'
C3.0
DIMENSIONAL
CONTROL PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
E. CASTANO AVE

S
OHE OHE OHE
CENTRAL PLANT
ICE STORAGE
(SEE STRUCTURAL)
(SEE STRUCTURAL)
818.5
820.0
819.5
820.0
819.5
819.0
819.5
819.5
818.5
819.0
818.5
820.0
820.0
820.0820.5
820.5
820.5
F.F.=820.40
819.5
818.5
818.5
818.5
819.0
819.0
F.F.=820.18
0
SCALE IN FEET
20'20'
C4.0
GRADING AND
DRAINAGE PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
GRADING LEGEND
E. CASTANO AVE
SECTION "A-A"
AA

S
OHE OHE OHE
CENTRAL PLANT
ICE STORAGE
(SEE STRUCTURAL)
(SEE STRUCTURAL)
F.F.=820.40
F.F.=820.17
818.5
820.0
819.5
820.0
819.5
819.0
819.5
819.5
818.5
819.0
818.5
820.0
820.0
820.0820.5
820.5
820.5
819.5
818.5
818.5
818.5
819.0
819.0
0
SCALE IN FEET
20'20'
C5.0
STORM WATER
POLLUTION
PREVENTION PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
PROPOSED SWPPP LEGEND
CONSTRUCTION ENTRANCE/EXIT (TYPE 1)
PROFILE PLAN
SILT FENCE
E. CASTANO AVE
GRAVEL FILTER BAGS
GRAVEL FILTER BAGS
PLAN
ELEVATION
SWPPP NOTES

S S S S S S S S S S S S S S S S S S
S
F.F.=818.21
OHE OHE OHE
UG UG UG UG UG UG UG UG
W W W W W W W W W W W W
CENTRAL PLANT
ICE STORAGE
(SEE STRUCTURAL)
(SEE STRUCTURAL)
F.F.=820.40
0
SCALE IN FEET
20'20'
C6.0
UTILITY PLAN
LEGEND
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
W W
6" SS
UTILITY LEGEND
FW
3" FM
CAUTION:
CAUTION:
E. CASTANO AVE
STREET PAVEMENT REPLACEMENT
AND TRENCH BACKFILL SECTION
PAVEMENT REPLACEMENT NOTES
SANITARY SEWER PIPE FLOWABLE FILL ENCASEMENT MATERIAL
WITHIN CAH R.O.W.
SECONDARY BACKFILL
TACK COAT

FLEXIBLE ASPHALT PAVEMENT CONCRETE PAVEMENT SECTION
CONCRETE SIDEWALK
6" STANDARD
MACHINE LAID CURB SECTION
ASPHALT PAVEMENT REPLACEMENT AT
SAWCUT SECTION
(STREET ABUTS CONCRETE DRIVEWAY)
NOTES:
PAVEMENT JUNCTION DETAIL
SIDEWALK JUNCTURE
JOINT SEALANT NOTES
CONCRETE JOINT DETAILS
CONSTRUCTION JOINT
SEALANT DETAIL
CONTRACTION JOINT
SEALANT DETAIL
EXPANSION/ISOLATION JOINT
SEALANT DETAIL
CONTRACTION/DUMMY
JOINT (CJ)
DOWELED EXPANSION
JOINT (DEJ)
DOWELED CONSTRUCTION
JOINT (DCJ)ISOLATION JOINT (IJ)
PAVEMENT HINGE DETAIL
( AT DOORS ONLY )
CIVIL TO STRUCTURAL TRANSITION
3" MOUNTABLE CURB SECTION
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
SITE DETAILS - 1
C7.0

SIGN SUPPORT &
FOUNDATION DETAIL
INTERNATIONAL
HANDICAP SYMBOL
MISCELLANEOUS SIGN DETAILS
FIRE LANE
NO
PARKING
AT ANY TIME
SIGN "S3"
VAN
ACCESSIBLE
PARKING
RESERVED
PARKING
RESERVED
SIGN "S2"SIGN "S1"
2-6' CHAIN LINK GATE DETAIL
GATE CENTER STOP
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1661210
705Trafalgar
SanAntonio,TX78216
AlamoHeightsISD
9/20/17
K.R.
SITE DETAILS - 2
C7.1
CONCRETE WHEELSTOP
PRECAST
ACCESSIBLE STRIPING DETAIL
CONCRETE FLUME
TYPICAL CHAIN LINK FENCE SECTION
CHAIN LINK FENCE DETAILS
NOTE A:
B
A
PLAN
AB
SECTION B-B
TYPE "B" WHEELCHAIR RAMPS
SECTION A-A

RevisionDateDateSubmittal
Date
Checked by
Job. No.
Developedfor
Scale
Thisandallotherprojectdocumentsandallideas,
aestheticsanddesignsincorporatedthereinare
instrumentsofservice.Allprojectdocumentsarethe
registeredpropertyofLPA,INC.(LPA)andcannotbe
lawfullyusedinwholeorinpartforanyprojector
purposeexceptasdescribedinthecontractual
agreementbetweenLPAandClient.LPAherebygives
formalnoticethatanysuchprojectdocumentuse,
reproductionormodification(misuse)isnotonly
unlawfulbutautomaticallybindsallpartiesinvolved
withmisusetofullyindemnifyanddefendLPAand
LPA'sConsultantstothemaximumlegalextent
againstalllosses,demands,claimsorliabilitiesarising
directlyorindirectlyfromprojectdocumentmisuse.
Projectdocumentsdescribedesignintentofworkand
arenotarepresentationofas-builtorexisting
conditions.LPAandLPA'sConsultantsmakeno
representationsconcerningtheaccuracyof
documentsandarenotresponsibleforany
discrepanciesbetweenprojectdocumentsandthe
existingconditions.
ALAMOHEIGHTSHIGHSCHOOL
CENTRALPLANT
6900BROADWAY
SANANTONIO,TX78209
AlamoHeightsIndependentSchoolDistrict
16607.10
NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION
DOCUMENT INCOMPLETE.
INTERIM REVIEW ONLY
TRAVIS RICE
NO. 3059
L0.1
LANDSCAPE
NOTES AND
SCHEDULES
N.T.S.
10/09/2017
REFERENCE KEYNOTES
KEYNOTES
SITE SYMBOLS LEGEND
P
SCOPE OF WORK
SHEET INDEX
GENERAL NOTES
LAYOUT AND MATERIALS NOTESPLANTING NOTES
MANUFACTURER'S LIST
LANDSCAPE GRADING AND DRAINAGEABBREVIATIONS
PROPOSED SITE
VICINITY MAP
N
TREE PRESERVATION GENERAL NOTES

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
Date
Checked by
Job. No.
Developedfor
Scale
existingconditions.
CENTRALPLANT
6900BROADWAY
SANANTONIO,TX78209
16607.10
INTERIM REVIEW ONLY
TRAVIS RICE
NO. 3059
L1.1
MATERIALS
AND LAYOUT
PLAN
AS SHOWN
MM DD, YYYY
REFERENCE KEYNOTES
KEYNOTES
SITE SYMBOLS LEGEND
P
01CENTRAL PLANT SITE PLAN 1" = 10'
N
CENTRAL
PLANT
ICE
STORAGE
TREE LIST
SEED MIX LIST
SHRUB LIST
PLANTING LEGEND

Date
Checked by
Job. No.
Developedfor
Scale
existingconditions.
CENTRALPLANT
6900BROADWAY
SANANTONIO,TX78209
16607.10
INTERIM REVIEW ONLY
TRAVIS RICE
NO. 3059
L2.1
LANDSCAPE
DETAILS
AS SHOWN
10/09/2017
04
03
02
13 09 01VINE PLANTING
1" = 1'-0"
DT32LP16TREE PROTECTION FENCE
1/4" = 1'-0"
-
1 EXISTING TREE, PROTECT IN PLACE.
TREE PROTECTION FENCE: HIGH DENSITY
POLYETHYLENE FENCING WITH 3.5" X 1.5"
OPENINGS. COLOR: ORANGE. INSTALL
STEEL POSTS AT 8' O.C. USE 11 GAUGE
ALUMINUM TIES TO SECURE FENCING TO
POSTS.
2" DIA. X 6' HT. STEEL POSTS
5" THICK LAYER OF MULCH
MAINTAIN EXISTING GRADE AT THE BASE
OF THE TREE PROTECTION FENCE UNLESS
OTHERWISE NOTED ON PLANS.
8.5" X 11" PLASTIC LAMINATED SIGN
SPACED AT 50' O.C.
NOTES:
A. NO PRUNING SHALL BE PERFORMED
EXCEPT BY APPROVED ARBORIST.
B. NO EQUIPMENT SHALL OPERATE
INSIDE THE PROTECTIVE FENCING
INCLUDING DURING FENCE
INSTALLATION AND REMOVAL.
C. SEE PLANS FOR ADDITIONAL
INFORMATION.
2
3
4
5
6
4'-0"
SECTION VIEW
KEEP OUT:
TREE
PROTECTION
AREA
1
2
3
5
6
4
ROOT PROTECTION ZONE (RPZ) TO MATCH DRIP LINE
UNLESS NOTED OTHERWISE
CHAINLINK FENCE
1/4" = 1'-0"
DT02FE10
CHAINLINK CONNECTIONS
1 1/2" = 1'-0"
DT02FE20
CHAINLINK FENCE FOOTING
1/2" = 1'-0"
DT02FE30
CHAINLINK PEDESTRIAN GATE
1/4" = 1'-0"
DT32FE14

FOUNDATION PLAN NOTES:
1. REF. ARCH'L/MEP FOR FLOOR DRAINS AND SLAB SLOPES TO DRAINS.
2. REF. ARCH'L FOR TOOLED JOINTS AT ALL EXTERIOR SLABS.
3. SEE SHEET S2.1 FOR CONCRETE BEAM SCHEDULE.
4. FOR TYPICAL CORNER BARS.
5. FOR TYPICAL GRADE BEAM AND REINFORCING
REQUIREMENTS AT PLUMBING PENETRATIONS THROUGH GRADE BEAMS.
6. REF. CIVIL FOR T.O.C. ELEVATIONS OUTSIDE OF BUILDING.
/SEE DETAIL 8 S3.1
/SEE DETAIL 11 S3.1
"a"
"a"
TYPE " a " REINFORCING
FOOTING SCHEDULE
LEGEND
F1 4 - # 5 E.W.
F2 4 - # 5 E.W.
F3 5 - # 5 E.W.
F4 5 - # 5 E.W.
F5 6 - # 5 E.W.
F6 6 - # 5 E.W.
F7 7 - # 5 E.W.
F8 7 - # 5 E.W.
NOTES:
1. FOOTING DEPTH SHALL BE SAME DEPTH AS
DEEPEST INTERSECTING BEAM.
"a"
"a"
3'-0"
4'-0"
5'-0"
6'-0"
6'-6"
7'-0"
7'-6"
8'-0"
F9 7 - # 5 E.W.8'-6"
F10 7 - # 5 E.W.9'-0"
"a"
"a"
"a"
"a"/2
Fx
H
SS
SCHEDULED FOOTING,
SEE SHT. S2.1
STEEL COLUMN
TYPE
LEGEND:
4
3
2
1
C
C
B
B
A
A
34' - 8"
B4
B2
B2
B2
B2
B3
B1
B1
B2
B2
F6 F6
F6F6
F4
F4
THICKEN SLAB @
STAIR BOTTOM
F4F4
1'-4"25'-0"27'-0"25'-0"1'-4"
B1
B3
B1
B1
B2
B2
B2
7" THICK CONCRETE SLAB
REINF. W/ #4 @ 8"o.c. EACH WAY ON
TOP OF SLAB. AND #4 @ 16" o.c. EACH
WAY BOTTOM OF SLAB SUPPORT ON
P.C. CONC. CHAIRS @ 48"o.c. EA. WAY.
(LAP SPLICE = 1'-6") REF. SITE PREP
NOTES FOR BUILDING PAD.
43'-7"
6" THICK CONCRETE SLAB
REINF. W/ #4 @ 10"o.c. EACH WAY ON
TOP OF SLAB. SUPPORT ON P.C. CONC.
CHAIRS @ 48"o.c. EA. WAY.
(LAP SPLICE = 1'-6") REF. SITE PREP
NOTES FOR BUILDING PAD.
T.O.C. =DSA 100' - 0"
14'-6"14'-7"14'-6"
F1
1"E.J.
34' - 8"
1' - 3" 16' - 1" 16' - 1"
1' - 3"
1
S3.1
3
S3.1
4
S3.1
4
S3.1
1
S3.1
1
S3.1
2
S3.1
7
S3.1
4
S3.1
5
S3.1
3
S3.1
5
S3.1
13
S3.1
5
S3.1
HOUSEKEEPING PAD (TYP.)
6"TYP.
11' - 6" 11' - 8" 11' - 6"
PIPE SUPPORT REF.
AND MEP DRAWINGS
/REF. 2 S2.2
(3) ADD'L #4x6'-0" (BOTTOM)
UNDER PIPE SUPPORTS, (TYP.)
1' - 3"
16' - 1" 16' - 1"
1' - 3"
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
W
10X49
51/2"TYP.
5 1/2" TYP.
6" TYP.
SW-1
SW-2
SW-2
SW-1
SIM.
SIM.
16
S3.1
SIM.
SIM.
16
S3.1
TYP.
8" LUG,
4
S3.1
79'-8"
12
S3.1
1
S3.1
12
S3.1
4
S3.1
12
S3.1
HOUSEKEEPING
PAD TYP., REF. /15 S3.1
14
S3.1
SIM.
T.O.C.= REF. CIVIL
/REF.15 S3.1
B1
B1
B1
16
S3.1
4
A
3
BC
PLAN NORTH
N
THERMALLY
BROKEN ROOF
ACCESS HATCH
COOLING
TOWERS, REF.
TO MEP
2
1
1/4" / 12"
1/4" / 12"
CRICKET TO DRAIN
PRINTED FABRIC
BANNER
OPEN TO BELOW
PREFINISHD
METAL GUTTER
DS
DS
DS
4
3
2
1
C B A
HSS8X6X1/4(LSH)
HSS8X6X1/4(LSH)
HSS 8x8x1/4 @
EACH. COL., (TYP.)
W16X31
W18X40W24X55W18X40
W18X35W16X31
W18X40W24X55W18X40
W16X31
W16X31
(TYP.)
2' - 2"
(TYP.)
2'-2"
T.O.S.= 113' - 8" T.O.S.= 114' - 4"
8
S4.1
8
S4.1
10
S4.1
10
S4.1
12
S4.1
12
S4.1
W16X31
W16X31
W18X35
W18X35
W16X31
W24X55
W24X55
W16X31
W18X35
W18X35
W16X31
W16X31
W14X30
W14X30
W14X30
W14X30
W14X30
W14X30
W16X31
EQ EQ
W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22
EQEQEQEQEQ
EQEQEQEQEQ
EQEQEQEQEQ
25'-0"27'-0"25'-0"
H
SS6X0.375
H
SS6X0.375
HSS6X0.375
H
SS6X0.375
H
SS6X0.375
H
SS6X0.375
1.7
2.5
3.3
17'-91/2"7'-21/2"13'-6"13'-6"7'-21/2"17'-91/2"
20'-81/2"20'-81/2"
B.2 A.8
16' - 1" 16' - 1"
4' - 6" 4' - 6"
9' - 0"
/1 S4.2
/2 S4.2
/3 S4.2
W16X31
11
S4.1
8
S4.1
SIM.
8
S4.1
SIM.
8
S4.1
SIM.
8
S4.1
SIM.
HSS(LSH)
HSS(LSH)HSS(LSH)
HSS (LSH) HSS (LSH)
HSS8X6X1/4(LSH)
1 1/2" B Deck
W16X31
C o n s u l t i n g E n g i n e e r s, I n c.
www.alphaconsultingengineers.com
STRUCTURAL ENGINEERS
10609 IH 10, SUITE 203 SAN ANTONIO, TEXAS 78230
TEL: (210) 227-3647
TEXAS LIC. NO.
DOCUMENT INCOMPLETE:
NOT INTENDED FOR
PERMIT, BIDDING OR
CONSTRUCTION.
INTERIM REVIEW ONLY
Alpha Consulting Engineers F-1010
Job. No.
Date
Checked by
Scale
Developedfor
DateSubmittal
lpa@lpainc.comlpainc.com
f.
e.
p.
w.
210.829.1730210.829.1737
DateRevision
114739
Thomas C. Hamer P.E.
10-03-17
As indicated
160710
10-03-17
T.H.
ALAMOHEIGHTSSCHOOLCENTRAL
PLANT
6900BROADWAYST.
SANANTONIO,TEXAS78209
Owner
FOUNDATION/ROOF
FRAMING PLAN
S2.1
CONCRETE GRADE BEAM SCHEDULE
MK "W"
"D"
(MIN.) REINFORCING REMARKS
B1 12" 36" 2 - #7 TOP AND BOTTOM , #3 STIRRUPS @ 18"o.c. TYP. EXT. BEAM,
(U.N.O.)
B2 12" 30" 2 - #7 TOP AND BOTTOM , #3 STIRRUPS @ 18"o.c. TYP. INT. BEAM,
(U.N.O.)
(U.N.O.)
(U.N.O.)
NOTES:
EXTERIOR SCHEDULED CONCRETE BEAM DEPTHS ARE MINIMUM. INCREASE
EXTERIOR DEPTH TO MAINTAIN A MINIMUM OF 18" BELOW FINAL EXTERIOR
GRADE.
ADD CONTINUOUS #3@12"o.c. HORIZONTAL BARS AT EA. FACE AND #3 STIRRUPS
@ 12"o.c. WHEN BEAM DEPTH BECOMES DEEPER THAN 36" DUE TO LOWER FINAL
GRADE (TYPICAL).
PROVIDE 40 BAR DIAMETER LAPS AT ALL SPLICES IN CONTINUOUS TOP AND
BOTTOM BARS AT GRADE BEAMS.
SCALE : 3/16" = 1'-0"
FOUNDATION FRAMING PLAN
1SCALE : 3/16" = 1'-0"
ROOF FRAMING PLAN
2

X
FF=820.12'
(TRESHOLD)
819'
818'
818'
818'
819'
819'
819'
819'
818'
821'
817'
821'
820'
EDGE OF
PAVEMENT
STEPS
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
C
ON
C
RETE
SIDEW
ALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
SCORE
BOARD
POLE
TIMER CLOCK
FIELD
GOAL
POLE
NET
POLE
NET
POLE
NET
POLE
NET
POLE
I BEAM 0.5' x
0.5'
I BEAM 0.5' x
0.5'
CONCRETE
PAD
SHOT
PUT BALL
CONCRETE
SOCCER
FIELD
NATURAL
GROUND
NATURAL
GROUND
BLEACHERS
COVERED
AREA
BLEACHERS
TRACK
OUTLINE
NATURAL
GROUND
ASPHALT
18"
CHINABERRY
10"
TREE
15"
OAK
24"
OAK
IVIVIVIV
IV
IV
IV
IV
IV
IV
IV
IV
IV
IV
IV
W
IV
WATER
RISER
W/ELEC.
CONDUIT
D
D
STORM INLET
TOP=818.29'
INV.=817.49'
STORM DRAIN MH
TOP=818.14'
INV.=817.01' (1)
INV.=816.84' (2)
8"
STORM
DRAIN
(PVC
)
(2)
(1)
UNABLE TO
FIND OUTLET
6" STORM DRAIN
(PVC)
STORM DRAIN MH
TOP=818.16'
INV.=817.11' UNABLE TO
FIND OUTLET
CO
S
CO
E
T
SP
ELEC.
SWITCH
BOX
819'
818'
818'
818'
819'
819'
819'
819'
818'
821'
817'
821'
820'
RET.
WALL
RET.
WALL
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
GATE
GATE
GATE
GATE
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
CHAINLINK
FENCE
F
C
C
SHED
COVERED/OPEN WALKWAY
AREA
BLDG./POOL
SHED
SHED
E CASTANO AVE
(ASPHALT)
E
BOYS
SOCCER
GIRLS
SOCCER
STORAGE
24'-0"20'-1035/256"
22'-91/4"24'-10"
769 SF
10
838 SF
35
810 SF
39
X X XX X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X X XX X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X XX X X X X X X X X
X
FF=820.12'
(TRESHOLD)
819'
818'
818'
818'
819'
819'
819'
819'
818'
821'
817'
821'
820'
EDGE OF
PAVEMENT
STEPS
18"
CHINABERRY
10"
TREE
15"
OAK
24"
OAK
D
D
STORM INLET
TOP=818.29'
INV.=817.49'
STORM DRAIN MH
TOP=818.14'
INV.=817.01' (1)
INV.=816.84' (2)
8"
STORM
DRAIN
(PVC
)
(2)
(1)
UNABLE TO
FIND OUTLET
6" STORM DRAIN
(PVC)
STORM DRAIN MH
TOP=818.16'
INV.=817.11' UNABLE TO
FIND OUTLET
CO
S
CO
E
T
SP
ELEC.
SWITCH
BOX
819'
818'
818'
818'
819'
819'
819'
819'
818'
821'
817'
821'
820'
RET.
WALL
RET.
WALL
SHED
COVERED/OPEN WALKWAY
AREA
BLDG./POOL
SHED
SHED
E CASTANO AVE
(ASPHALT)
E
ICE
STORAGE
1394 SF
101
BOYS
SOCCER
GIRLS
SOCCER
STORAGE
24'-0"20'-1035/256"
22'-91/4"24'-10"
769 SF
10
838 SF
35
810 SF
39
XXX XXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXX XXXXXXXXXX
EXISTING TACK, FOOTBALL
FIELD, PROTECT DURING ALL
PHASES
RELOCATE EXISTING
METAL BLEACHERS /
COORDINATE W/
OWNER
REMOVE EXISTING
CONCRETE PAD
REMOVE PORTION OF
EXISTING SIDEWALK, REFER
TO CIVIL
REMOVE PORTION OF
ASPHALT PAVEMENT, REFER
TO CIVIL
HATCH REPRESENTS NEW BUILDING
AREA, REFER TO CIVIL / MEP FOR
RELOCATED UTILITIES
DEMO PORTION OF RETAINING
WALL AT NEW BUILDING,
COORDINATE W/ CIVIL
REMOVE FULL LENGTH
OF EXISTING SOCCER
NET AND POST
REMOVE AND SALVAGE
EXISTING SOLAR
POWERED LIGHT POLES,
RETURN TO OWNER,
THREE (3) TOTAL
DEMO PORTION OF EXISTING FENCE,
REFER TO CIVIL
REMOVE PORTION OF
EXISTING FENCE, REFER
TO STRUCTURE
REMOVE EXISTING
UTILITIES, REFER TO
CIVIL
NEW ASPHALT EXISTING ASPHALT
FIRE LANE, REFER
TO CIVIL
CENTRAL
PLANT
NEW FENCE, REFER TO
LANDSCAPE
NEW FENCE, REF. TO
LANDSCAPE , TIE INTO
EXITING FENCE
Job. No.
Date
Checked by
Scale
Developedfor
210.829.1730
lpa@lpainc.com
210.829.1737
lpainc.com
f.
e.
p.
w.
1" = 40'-0"
160710
10/03/2017
Checker
ALAMOHEIGHTSHIGHSCHOOLCENTRALPLANT
6900BroadwaySt.
SanAntonio,TX78209
LPAInc.
SITE PLAN
A1.1
1" = 40'-0"
1SITE PLAN - DEMO
1" = 40'-0"
2SITE PLAN - NEW

AHHS - 6900 Broadway

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