HomeMy WebLinkAboutAT&T EQUIPMENT BUILDING SITE PLANi
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EASEMENT FOR TELECOMMUNICATIONS FACILITIES & INGRESS/EGRESS EASEMENT
Being out a 207.049 tract of land more or less, situated in the Enoch Brinson
Survey, A-5, Harris County, Texas and being part of Reserve "C3" in the
Replat of Underwood Business Park, a subdivision recorded under Film Code
No. 608243 of the Map Records of Harris County, Texas; said property
conveyed to C-2 REAL ESTATE HOLDINGS, LTD. by virtue of that certain
Special Warranty Deed dated April 14,2005 and recorded under Clerk's File No.
Y404733 of the Official Public Records of Real Property, Harris County, Texas.
................................. .
-EXISTING FIRE HYDRANT - - - - - - - EXISTING FIRE HYDRANT��-EXISTING 12- WATER - -
70INGRESS/EGRESS
& U71L. ESMT.
I. kEFELEGNE TESFAYE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT
OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCE, ANGLES, CURVE
RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SH WN 0 THE PLAT.
KEFELEG E ` F.$FAYE
TEXAS REGISTRATION NO. 69708
This is to certify that the City of La Porte, Texas has approved this site plan and
development of AT&T LA PORTE R.T. #1144 (PROPOSED UNMANNED EQUIPMENT BUILDING)
in conformance with the Ordinances of the City of La Porte.
This tract is in Zone 'X' and not within
the 100 year Flood Plain according to the
FEMA Map #48201 C0930L, Dated June 18,
2007.
® UNITED ENGINEERS, INC. ✓w No. 28mg-oo
By: 140"" ,n f
Director, Plann
Department
AS
PROJECT ADDRESS:
10059 PORTER ROAD,
LA PORTE TEXAS, 77571
OVERALL LAYOUT
tap #539—J
J.E:1'=30'
mi"YAP
M.rs
VICNiY YAP
KEY A w "
ir•Ls�
EXIST. ELEV
EXIST. EDGE OF
CONC. PVMT.
�3 EXIST. TREE
i
SHEET
DES10RPT10N
1 OF 8
OVERALL LAYOUT
2 OF 8
INITIAL SITE WORK/ BUILDING FOUNDATION
301128
FINAL SITE WORK/ GRADING, PAVING
4 OF 8
MISCELLANEOUS CONCRETE DETAILS
6 OF 8
CONCRETE SPECS AND MISC. DETAILS
8 OF 8
ELECTRICAL, CONDUITS AND MISC. DETAILS
7 OF 8
REMOTE TERMINAL BUILDING CONST. DETAILS
8 OF 8
FENCING AND MISCELLANEOUS DETAILS
at,kt,
CORPORATE REAL ESTA TE
711 Louisiw 1Sued
Suite 300
Itolntar 1 E 77002
Gensler Facsimile i 3.229.9343
NUANCE MEMBERS
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2
BELLAIRE. TEXAS 77401
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRO PARTNERS
808TRAVIS STREET, SUITE 200
HOUSTON, TEXAS 77002
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
ENGINEEIM INC.
®UNITED
CMULTMIS`I..�a6URVEYORB
-
-8303 SOUIHMEST FRWY. (71'I27
290D -
F
HOUSTON, 1ENAS 77074 E-MALi T SU4TE SIX)
7Ei7E.00 1
PROPRIETARY AT&T INFOR)
TION
NOT FOR GENERAL USE OR DISCLOSURE
UTSIDE
OF AT&T
THIS INFORMATION MAY ONLY BE USED E
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION i
TH
APPLICATION FOR PERMITS AND AUTHOF
TIONS
FOR BUILDINGS, CONSTRUCTION, AND101
NING
CHANGES.
AT&T PROJECT NUMBER IAT&T AUTHORIZK ON
GEOTEC #
0.. roc D,hl r.u.orW"M - DY On.dc
XX 01 MM/DD/YY ISSUE BY G Y
DRAWING ISSUE DESCRIPTION
69708
Lo Porte Rd R.T. /1144
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ICADFMUa
ALLI MC!MOMeeR
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iXXXXXXXXXXI(M
CONSTRUCTION PLAN
Iep1.
AS SHOWN
f. Nottti
SHEET
1
OF
8
02002000lar j
0—< rGeC.P
i
NOTES:
1. The aw"yor hm abetmomtl Ne eubjWt ,
Pr•Psty.
Y
2. Thu durv" em p.epomd without the
TRI. CaaNdblb!!t
y \
bawfit Of a ��
3. Bmis of ee.ringa Is tM survey 6 th.
Y
. 3_r� \
aubtliriebn plat Repht a Undar.aatl
"
r'
k'Pti.^, �
^P
6ueinasa Pak F.C. tb. 8882e3. MC.Y.R.
�
4. Eoeements "h hems, am Of neon In
the Plot ruled In two 3 ....s
S,15L
�
C `
Its�2 eusesns
a.0 4CRa
�u4 ' ,ul tax x.. aoma xcllx.
2
(9.60d 8 . R.
1EmNF TJ'
..
,�� OF 74• �I /
—
P�,ot� ip�t,P
P7
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IWTN a GR1'e'.'LEA
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05476;Q
BUPA
A 0.0804 ACRE .(1 02 SQ FT.)
4
•°^� a d °"h X a"° "P°" i° by
aigtnal seal ontl eigntun. 1 do h.rebY
ENOCH BRINSON BIJRVEIT A—ti
rWy tfwt Ihia survey . thle dal' nnyde an
gARRt$ COUNT'%
to
(
9roaW. ttd+ plat esreeny e,mt.
GRU1 LER SURVEYING, LLC
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PROPB'8910RY• SUfl850
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HOUSTON, TEXAS 77024
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PHONE (/I3) 333-1466 WE' 03-OS-2088
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SCALE 1" 50'
2D
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•
EASEMENT FOR TELECOMMUNICATIONS
FACILITIES & INGRESS/EGRESS EASEMENT
oBeing out a 207.049 tract of land more or less, situated in the Enoch Brinson
00
0111 Survey, A-5, Harris County, Texas and being part of Reserve "C3" in the Replat
cc n. of Underwood Business Park, a subdivision recorded under Film Code No.
� 608243 of the Map Records of Harris County, Texas; said property conveyed to
C-2 REAL ESTATE HOLDINGS, LTD. by virtue of that certain Special Warranty
Deed dated April 14,2005 and recorded under Clerk's File No. Y404733 of the
Official Public Records of Real Property, Harris County, Texas.
I t3
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EXISTING AT&T/ SBC FACILITIES IN
CONSTRUCTION AREA. VERIFY EXACT
LOCATION & DEPTH PRIOR TO ANY DIGGING
AND/OR BORING.
a
(j
yZt
to
�JmLU
W U
g
BENCH MARK:
T.B.M. "A"
PAINTED DOT ON NORTH BOLT OF EXISTING FIRE
HYDRANT LOCATED ALONG SOUTH BACK OF
CURB OF OLD PORTER ROAD ACCROSS AT&T
EASEMENT FOR TELECOMMUNICATIONS FACILITIES
EASEMENT.
(ASSUMED ELEV. = 100.00)
® UNITED ENGINEERS, INC. ,rob No. 26o6s-oo
+g1'�
9t„N
_\ 9
01A0
\
60D Nap
S
LI&A"ah
1pO,�O���CR
+9 \�
1�',jy+9L^91. �I-g131 qj35
oft \2'
+yb� g1,n 611q q1 g1y9 + \\ +91• 4\s,
\
AT&T CO. 10.0' WIDE +g1 +83\�y,'°� \\ +g696� \
EASEMENT FOR TELECOMMUNICATIONS Fnd 600 NaA 6'
FACILITIES & INGRESS/EGRESS
EASEMENT CLERK'S FILE NO Y404733 A
i g1ie
+
I Fnd 6OD Na M 9e \ �nd_ 60D Nap
I B' Inlet 91' + + \\ \
, AT&T. CO. EASEMENT FOR •�
TELECOMMUNICATION FACILITIES .9
CLER S FILE NO. Y404733 ,Sb, T 141.16
v�9\
+Ile
91?9 +01.18 16+g16y1 g196 + +916' g191+91 ` \\\
91.0
RESERVE OCC33' I 9itg 9161Fnd 60ID a 1 �������� not, 6AD Nap q1 \\
REPLAT OF UNDERWOOD � +g1 + \\
BUSINESS PARK
P7LM CODE NO. 608244 N.CM.R. 2
+qt•
+91A6 +g1.76
11°
0
I ExismG CONC. PAVEMENT
1Y' 4
}g11 9, 91•96 + fg
16
� B" Inlet
110,
+
0101
/ Fnd 60D Not
Fnd 600 Nap
..........
......0-0
......
+g1vs
CONTRACTOR SHOULD VERIFY
REMOVAL OF TREES WITH AT&T
REPRESENTATIVE DURING
PRE —CONSTRUCTION MEETING.
CAUTICIN
EXISTING CENTERPOINT ENERGY ELEC. AND
GAS FACILITIES IN CONSTRUCTIONS AREA.
CONTACT CENTERPOINT ENERGY 48 HOURS
PRIOR TO ANY DIGGING AND/OR BORING.
I' \
91611"
q1� \\
+g15
B Inlet
q1 Tel a Cable Sign
+g1� +gjo
PORTER ROAD
+
TBM 'A-! ,
LA PORTE R.T. #1144
UNMANNED EQUIPMENT BUILDING
10059 PORTER ROAD,
LA PORTE TEXAS. 77571
This tract is in Zone 'X' and not within
the 100 year Flood Plain according to the
FEMA Map #48201 CO930L, Dated June 18,
2007.
P
+91 \ P
\ \
1 STORY CONC. BUILDING S
\g\\ 91,2
\
Fnd 60D Nail \\ Z_
nS 3
�E36.00'
/ I Y
� pF 9�.
1
44444444444444444444444
1 of
19g---
9
Fnd 600 Nap 9� 9 X 36.00' 9
SCALE: 1 "=20'
�11 7_30' Budding Line
70'ING .SS/EGRESS
& U17L ESMT.
INITIAL SITE WORK: BUILDING
FOUNDATION AND RELATED WORK
FACING
SOUTH
0000
0000
Key Map #539—J
SCALE:1 "=40'
F CONDUIT IS NOT ALREADY
LACED, CONTRACTOR TO
LACE 8-4" 'C' PVC 31
L.F. IN CEMENT STABILIZED
AND (4' DEEP).
\� AT&T CO. Easement F
TelecommunicoUon or
Facilities
\TRACT 1)
9I 3e\
I \ \
\\ Fnd 60D Nap
O
NIO '
28
Fnd 60D Nail
PROP. MAXIHUT FOUNDA
La Porte R.T. #1144
109-11" X 249-11"
VKMWff YAP
KEY MAP #53"
N.T.S.
+�^ EXIST. ELEV
EXIST. EDGE OF
CONC. PVMT.
EXIST. TREE
AT&T. CONDUIT INCLUDED
IN THIS CONTRACT FROM
R.T. BUILDING TO THE
LOCATION SHOWN ON PLAN
+I
(PAD F.F. 9
D F.F. = 99.05) I TEXAS ONE CALL PARTICIPANTS REQUEST
(BIe>t 9s3 48 HOURS NOTICE BEFORE YOU DIG, DRILL,
OR BLAST - STOP CALL
Texas One Call System
1-800-669-8344
120/24OV, 200A 1 PHASE, 3W UNDERGROUND ELECTRIC SERVICE
AND WEATHERHEAD PER ELECTRICAL SERVICE DETAIL; ENCASE IN
RED CONIC.; COORDINATE ROUTING W/ AT&T. VERIFY POINT
OF POWER ENTRY W/ ELEC. CO.; SECURE AND PAY FOR ALL
PERMITS, OWNER'S FEES, SERVICE EXTENSIONS, ETC. REQUIRED
FOR COMPLETE ELECTRIC SERVICE TO BUILDING.
CLEAR SITE AND PLACE BUILDING FOUNDATION AS DETAILED
W/6RICK LEDGE AND PROVIDE CONCRETE PORCH WITH THREE
6" RISERS AND TWO 11" TREADS AT EACH END
(SEE DETAILS THIS SET).
PROVIDE ELECTRICAL GROUNDING SYSTEM PER SPECIFICATION
04910.
SECTION OF PROP.
PLACE 8-e DUCTS & VENT SYSTEM PER VENT SYSTEM DETAILS.
8-4" DUCTS AT PLUG
VERIFY EXACT BUILDING DIMENSIONS & BUILDING FLOOR THICKNESS
DETAIL OF CABLE SLOT
PRIOR TO ESTABLISHING TOP OF FOUNDATION.
AT R.T. FLOOR
PLACE 1-3 LF & 1-6 LF 1" PVC PIPES CONNECTED TO HVAC
(SEE
DETAIL #'3 ON SHEET 7 OF
8)
DRAINS PER HVAC WATER DISCHARGE PIPE DETAIL.
N.T.S.
PORTABLE FIRE EXTINGUISHER
ato
CORPORATE REAL ESTr ►TE
711 Loaisif m Strw
Suite 300
Houston x 77002
Gensler 13�9: 343
ALLIANCE MEMBERS
H.C. BECK
65o0 wEST LOOP SOUTH, ZONE 1.2
BEIIAIRE, TEXAS 77401 -
713.567.8867 FAX:713.660.2040 -
CONTACT: RALPH MARQUEZ
CCRO PARTNERS
BOB TRAMS STREET, SUITE 200
HOUSTON. TEXAS 77002 d
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER.
UNITED ENGINEERS INC.
OONBU.TNO FJuaWte=3Ts a a1mvEY0nS
WO SOUTHYEST FRYIY. T+T.
T 3 2:. -2600
HOSLVX�' HOUM 7EM 77074 EAINITEEaOM
PROPRIETARY AT&T INFORI IATION
NOT FOR GENERAL USE OR DISCLOSURE :)UTSIDE
OF AT&T
THIS INFORMATION MAY ONLY BE USED I f
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION 1 ITH
APPLICATION FOR PERMITS AND AUTHOF LOTIONS
FOR BUILDINGS, CONSTRUCTION, ANDIOi TONING
CHANGES.
AT&T PROJECT NUMBER AT&T AUTHORIZAI ON
'GEOTEC
AT&T PROJECT W TGER
' 0 tear Deb&hMa Deomtptlae my Chu* :
XX O1 MM/DD/YY ISSUE BY C ECKEQ BY
DRAB9NG ISSUE DESCRIPTION
Ie..�Lf..
-tVOFr, It
j KEFELEGNE TESFAYE
trT`y, $9708
Il3,nfp.p�er
709 $
IYsyeetNNn
La Porte Rd R.T. #1144
I�
ICADFGNenr
ICE
XXXXXXXXXXXXX
CONSTRUCTION PLAN
A2Dmmndor SHEET
Exist. Maxihut
Foundation
La Porte
R.T. #1144
PAD F.F.=99.05
BLD. F.F.=99.55
FINISH GRADES AT EXISTING BUILDING: GRADES MAY BE
SLIGHTLY ADJUSTED AS NECESSARY TO INSURE POSITIVE
DRAINAGE FROM ALL EDGES OF THE BUILDING AS
APPROVED BY S.B.C. CO. ARCHITECT.
DETAILS OF PROPOSED ELEVATIONS
NEAR BUILDING
N.T.S.
o;
ti
3Yx
Q:
24co
� CA
imo
Y U
CONTRACTOR TO PLACE ROOF AND BRICK
FACADE. VERIFY MATERIAL AND COLOR
SELECTION WITH AT&T REPRESENTATIVE
BENCH MARK:
T.B.M. "A"
PAINTED DOT ON NORTH BOLT OF EXIS77NG FIRE
HYDRANT LOCATED ALONG SOUTH BACK OF
CURB OF OLD PORTER ROAD ACCROSS AT&T
EASEMENT FOR TELECOMMUNICATIONS FACILI77ES
EASEMENT.
(ASSUMED ELEV. = 100.00)
® UNITED ENGINEERS, INC. IaB No. - 28069-oo
%910 \\\
}g116 \
91.0
g699
g0 yPk
,00,RO/y 464.
q�C Rq7
9 � ��f RoW PRE
\ *41•10 L
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g1),
191
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xOR g1fi
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6'S9 g1• 9'1'yq
9, . \
% \\ *91 \\
x
AT&T CO -100 WIDE
xg1
EASEMENT FOR 7ELECOMMUNICA 77ONS
FAC/UT/ES & INGRMIIEGRESS
(
\ \ q6e• /
EASEMENT CLERKS FILE NO. 16404733
I
B
ln/e\
\
\ \ 1_.10
\
\ o
\\\ *91.06
AT&T. CO. EASEMENT FOR
7ELECOMMUNICAnON FAOURES
CLERK'S FILE NO. Y404733 ik
�+\
9y g617 06 16 0
+910
+gIP }91•'j6 ,¢*97 yt } I. ' 9 9i, ---iq-7 *9, �_'' 91' \\\ 6y
REMAINDER,9` 9� , ' N...\ \
RESERVE. _ C3- ( 9'�...... ..... ..... glib' T----- — ,6
REPLAT OF UNDERWOOD I is Td
BUSINESS PARK , n 9 as 91
FILM CODE NO. 608243. H.CM.R. 2
91.42 I PROP. 12' WIDE C.LG
* }'' }'�'` *'� DOUBLE DODWcws
104,159 SO. FT.. P=97.1
\ } � OUT OF 207.049 A' N,
I. RESERVE a'
01 REPLLAUT�OFFFUUND
1j STORYF7BAtriCdD£"h1E'1:" /
\ OUT OF 20-97.2
9x1y *g 91jo01 CLAY REAL ES'
*9�'x +g6d 7q1 9}1 �9}� L.P. H.C. =97.D l� 9
}
9 sa>bi— of
B- Inlet 0101
° 6
EJ----�--
I` _ \` P=97 I j =97. i =97.1
6+ V
\ I 36 i 36
1•
910
�l
7
(5
q'- ,%1 *9`
%
B' Inlet
g7 Tel. B. Cable /S4n
+9136
19444444�
9199
P OPOSED 6' HIGH CHAIN LINK FENCE
BARBED WIRE � 114 LF.
?� T 30_Buddin�Lina
I
SCALE: 1 "=10'
70'1NC4?ES9/EGRESS
& U771. ESMT.
LA PORTE R.T. #1144
(UNMANNED EQUIPMENT BUILDING)
10059 PORTER ROAD,
LA PORTE TEXAS, 77571
This tract is in zone 'X' and not within FINAL SITE WORK INCLUDING
the 100 year Flood Plain according to the
FEMA Map #48201CO930L, Dated June 18, GRADING PAVING AND RELATED WORK
2007.
Key Map #539—J
SCALE: 1 "=20'
Km i MAP
KEY MAP 053"
N.T.S.
P. 6" THICK CONCRETE SLAB W/
BARS ® 12" O.C. (BOTH WAYS)
RGE PIT
8OF8
EXIST. MAX/HUT FOUNDA77ON
La Porte R.T. /1144
lO--11' X 24'-110
PAD F.F. — 99.05
BID F.F. = 99.55
P=98.1
PROPOSED ELEVA7ON
60
+°�
EXIIS77NG ELEVATION
EJ
EXPANSION JOINT
CJ
C0NS7RUC77ON JOINT
Cu
CONTROL JOINT
IJ
ISOLATION JOINT
—i
DRAINAGE PATH
¢
CENTER LINE
0
BENCH MARK
PROP. CHAIN LINK FENCE
BC
d�AIZWW
BACK OF CURB
PVC
POLY —VINYL CHLORIDE
CONC.
CONCRETE
C.L.G.
CHAIN LINK GATE
C.L.F.
CHAIN LINK FENCE
ELEV
ELEVATION
F.F.
FINISHED FLOOR
FL
FLOW LINE
R.O.W.
RIGHT OF WAY
R. T.
REM07E TERMINAL
T.B.M.
TEMPORARY BENCH MARK
7P
TOP OF PAVEMENT
TY R.
TYPICAL
CORPORATE REAL ESTJ TE
711 LouWz 1Staet
Suite 300
Gensler F 1 13.22 :�3
ALLIANCE MEMBERS
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2
BELLAIRE, TEXAS 77401
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRD PARTNERS
808 TRAMS STREET, SUrrE 200
HOUSTON. TEXAS 77002 -
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
UNITED ENGINEERS, INC.
CONSULTINGENawEERs&SURVEYORS
_ _'_RE5T FRWY. Ta. t71327 -2900
—� SUITE
TEXAS 77074 Ow FE�MAlln( NNIMOoM
PROPRIETARY AT&T INFORM IATION
NOT FOR GENERAL USE OR DISCLOSURE ►UTSIDE
OF AT&T
THIS INFORMATION MAY ONLY BE USED 8
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION M TH
APPLICATION FOR PERMITS AND AUTHOR ►ATIONS
FOR BUILDINGS, CONSTRUCTION, AND/OR CONING
CHANGES.
AT&T PROJECT NUMBER AT&T AUTHORIZAT MI
GEOTEC Y
AT&T PROJECT MI I:
—AGM]
D6ilSUP000 on ey Chu*
USX 01 MM/DD/YY ISSUE BY Ci ECKEQ BY
DRAIMNG ISSUE DESCRIPTION
i *
KEFELEGNE TESFAYE �
La Porte Rd R.T. #1144
IMF
�
I
CONSTRUCTION PLAN
Some
AS SHOWN R1 North
SHEET 3OF8
.1
010191
TOP VIEW FRONT VIEW.
LOAD TRANSMISSION UNIT
JOINT SEALER NAIL
=S=TAKETOqAR LOOSE FIT
26 GA STL TUBE
.••.
' ''' ' • •_ �' DIPPED IN ASPHAULT
3" 3//4" EXPANSION
(TYP•) " JOINT [PER%RMED
JOINT FILLER))
NOTE: JOINT SPACING NOT TO BE GREATER THEN
80' AND SHALL BE LOCATED AT THE ENDS OF ALL RADI
OF THE ROADWAY AND/OR CURB.
STEEL TO MEET ASTM STD. SPECS FOR CONCRETE REINFOR.
BAR UNITS SPACING 12" C-C.
EXPANSION JOINT
N.T.S
NOTE: WHEN CONCRETE CURB IS TO BE PLACED
ON EXISTING CONCRETE BASE, CONCRETE SHALL BE
DRILLED AND REINFORCING EPDXIED INTO SLAB.
3" N
o
#4 CONT.
MORTA ISH NOT REQUIRED WHEN CURB IS POURED ACHINE,
BUT CURB WILL HAVE THE _SAME OUTSIDE DIMENSIO
CONCRETE CURB
N.T.&
--3/4" MIN.
(UNLESS OTHERWISE
SHOWN, ON PLANS)
tt/16"
fDOW
NT SEALANT
z CORNING 890-SL
7. Na F LEVELING SILICONE
ca
W W
J
N
M n Z
BOND BREAKER
JOIN REDWOOD (OR CEDAR)
�° � JpDOgIggNppT M�I1AIIIT,ERIAL��ppW/pp 1/2"
HOLESPFOW WOWELS.RI
LI
EXPANSION JOINT
DETAILS
N.T.S.
UNITED ENGINEERS, INC. "NO 28069-00
JOINT SEALANT
iv (SEE EXPANSION
JOINT DETAIL)
N REBAR (SEE SITE PLAN)•
•.:•. r::.•:
LUBRICATE PORTION OF J L
DOWEL IN THIS SLAB
(# 4 X 18" LONG O
REBAR SPACING)
ISOLATION JOINT_
AT.S
❑1
FOUNDATION, COLUMN, PIPE,
WALL OR SIDEWALK
PREMOLDED
MATERIAL
s n
#4 O 12" C-C
EACH WAY
N
~ • -•A • • • • •- H
iE;5i
NOTE: T = DEPTH AS SHOWN ON PLANS
CONCRETE PAVING DETAIL
AT&
@55
JOINT SEALANT
DOW CORNING 890-SL
SELF LEVELING
SILICONE
BOND BREAKER
INITIAL SAW CUT
SAW CUT CONTROL JOINT
6" THICK CONC. SLAB
SLAB REINFORCEMENT-
14 BARS O 12" O.C.
EACH WAY
SELECT FILL COMPAC
COMPACT SUBGRADE--�/
PER SPECIFICATIONS
JOINT SEALANT
(SEE SAW CUT
CONTROL JOINT)
FIRST POUR 1�
NOTE: CONSTRUCTION JOINT 2
TO BE USED WHEN POURING
OPERATION IS DELAYED
(NOT TO REPLACE EXPANSION JOINT)
CONSTRUCTION JOINT
Mrs
SAW CUT CONTROL JOINT
(SEE DETAIL BELOW)
JOINT SEALANT
(PER SAW CUT CONTROL
JOINT DETAIL)
REBAR
(SEE SITE PLAN)
CONTROL ----JOINT
N.T.S.
6' CHAIN LINK FENCE
w/ BARBED WIRE FENCE
PIPE SLEEVE
-EXIST. GRADE VARIES
al
—REMOVE TOPSOIL do ORGANIC MATTER
— TO A MINIMUM DEPTH OF SIX INCHES
SLAB & CHAIN LINK FENCE DETAIL
Mrs
MISCELLANEOUS CONCRETE DETAILSI
J
0
i LAP
RAD.
NEXT
POUR
REBAR
N
'ORMED (SEE SITE PLAN)
EXISTING CONC. PVMT.—\
UNDERCUT DETAIL
N.T.S
OT PART %j IS CONTRACT
VERTICAL
SAW CUT EXISTING
,—�14 O 18" C-C / PAVE
A EACH WAY / I
CONCRETE REPAIR �--EXISTING BASE
MATERIAL
BASE, VERTICAL REINFORCIN AR S BE DOWELED
NOTES
CLEAN ICAL SAW CUT (1 2" MIN.) IS TO BE
MADE SOUND MATERIAL ON SIDES WHICH ABUT
EX PAVEMENT. FORMS SHA BE USED
SIDES WHICH ABUT NATURAL GR D.
T = DEPTH AS SHOWN ON PLANS.
CONCRETE REPAIR DETAIL
N.T.&
r-SEE SITE PLAN FOR PROPOSED ELEVA
EXIST. M
1/4" FT SLOPE r GROUND
(91
7" CONCRETE SLAB REINFORCED-V 1-6" SUBGRADE: SCARIFY AND
WITH # BARS
OR OF STANDARD
6X6X /6 WWM PROCTOR DENSITY
(EACH WAY)
A-A
N.T.S
atect
CORPORATE REAL ESTA1 E
7111.CUW M'i1100i
Sink 300
Houston 77: 77002
Gensler Faca®ile 71 2.29.9343
ALLIANCE MEMBERS
H.C. BECK
6500, WEST LOOP SOUTH, ZONE 1.2
BELLJRE. TEXAS 77401
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRD PARTNERS
808 TRAVIS STREET. SUITE 200
HOUSTON. TEXAS 77002
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
®UNITED ENGINEERA INC.
CONSULTING ENGINEERS & SURVEYORS
a303 SOUTHWEST FSWY. TEL (713 vl 2900
rAX ��• H0USMK TEXAS 77074 E-MALN tE ANIP)LOOM
PROPRIETARY AT&T INFORM ATION
NOT FOR GENERAL USE OR DISCLOSURE i 1UTSIDE
OF AT&T
THIS INFORMATION MAY ONLY BE USED B '
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION V WH
APPLICATION FOR PERMITS AND AUTHOR CATKINS
FOR BUILDINGS, CONSTRUCTION, AND(OR MING
CHANGES.
AT&T PROJECT NUMBER JAT&T AUTHORIZAI A
F6ic_4�AT&T
PROJECT M; LAGER
!�, - kaW Daft A 6y chock
XX 01-MM/DDM ISSUE BY C EKED BY
DRAWING ISSUE DESCRIPTION
IAA %1d_1l
IP.rojaalNase ''..
La Porte Ru R.T. Iv1144
IRrq,elNemWr
CAD FlM NWA
ALLIANCE NUMBER
XXXXXXXXXXXXX '..
CONSTRUCTION PLAN
Ise
N.T.S. /(\
(.�._ Ref. North
DETAIL SHEET NO. 1 SHEET 4 OF 8
SECTION 04800 - CAST -IN -PLACE CONCRETE 04850 WORKMANSHIP:
04810 RELATED DOCUMENTS: Refer to General and Supplementary Conditions. A. Furnish and install wood forms constructed of the above specified materials
04820 EXTENT OF WORK' of sufficient strength, rigidity, straight, tight and true to form grade
beams and slabs to profiles and dimension as indicated on the Drawings. Form
A. The Contractor shall furnish and place all concrete, fabricate and place all outside face of all perimeter beams, slabs, turndowns, and any other concrete
exposed to view to a depth of 12" below finished grade. Vapor barrier shall
reinforcing steel, and construct and set all wood formwork for reinforced extend halfway down sides of beams. Chamfer strips to be used at all angles
concrete building and site work as indicated on the Drawings. Furnish to the 1 h h R f
Architect detailed plans and schedules of reinforcing steel for approval
of concrete which are exposed to thew, un ess s own of erwtse. emove arms
only after a 3 day minimum set time.
prior to fabrication.
B. Place reinforcing steel straight, securely and accurately according to the
04830
GENERAL:
Drawings on sheet metal chairs at 4'-0" o.c. Tie securely every other bar
intersection with splices a minimum of 50 bar dia. and a full penetration
A.
Building floor construction shall support a minimum uniform live load of 150
butt weld at butt splices.
lbs. per square foot without deflection. The precast building finished floor
elevation shall be a minimum of 12" above the surrounding finish grades and
C. Concrete shall test at 3000 psi in 28 days being a minimum of 5 sacks of
„
6 above the crown of the road. Soils below slabs on fill shall be
cement per cubic yard with 6 gallons of water per sock of cement. The
Contractor shall assume full responsibility for meeting the above limiting
stabilized to allow no more than 1/2" vertical movement in 20' of horizontal
conditions and the mix design shall be prepared in accordance with ACI 613
floor run. 'there shall be no cracks in any floor slabs other than hair -line
latest edition and submitted to the Architect's office for approval. The
shrinkage cracks. The maximum allowable floor slab variation shall be 1/8'
Contractor will retain a testing laboratory and conduct all testing with full
vertical variation in 10' horizontal floor run.
reports furnished to the Owner. Mixing time for transit mix shall not be
retempered and used. Take caution to prevent segregation of concrete during
j
B.
Cast -in -place concrete work, unless otherwise noted, shall conform to the
placement. Place no concrete when temperature is below 40 degrees F, and
"Specifications For Structural Concrete For
requirements of ACI 301-72, p
provide protection for fresh) poured concrete in freezingweather as
freshly
directedby
"Building
the Observer. lfloor slabs shall have a sooth monolithic
buildings" and/or ACI 308-71, Code Requirements For Reinforced
finish; all stoops, walks and slabs exposed to the elements shall have a
j
Concrete", whichever is more stringent in the matter considered.
D. Concrete Finishing:
i
U04840
MATERIALS:
1. General: Concrete slabs shall have a smooth monolithic finish and
A.
Concrete Materials:
shall be finished to tolerances as described.
a
1. Portland Cement: ASTM C-150, Type 1 or Type 11 (High Early Strength).
2. Broom Finish: All horizontal surfaces on exterior stoops, landings
and sidewalks shall receive a light broom, non -slip finish.
Z
z N
2.
Concrete Reinforcing Materials: Reinforcing steel shall be a product
N
of the USA. Intermediate grade new billet steel grade 60 (55 - 75
o m
KSI) except as follows:
==o
Z
e
a. Reinforcing Bars: ASTM A-615 for #2, #3 and #4 bars (Grade 40).
Y
�n m
60
b. Deformation: ASTM A-305 for A-615.
a a
Q
C. Welded Mesh: ASTM A-185 (Equivalent size). Excessive rust and
o
scale shall be cause for rejection.
u�
d. Sheet Metal Chairs: 3" x 6" x 20 ga., galvanized or plastic.
e. Tie Wire: 18 ga. annealed iron wire.
5. Aggreaates:
ASTM- C-33 graded- as follows:
% Passing Gravel Sieve 1-1/2" 1" 3/4"
Size Size
#4
95-100 1-1/2" 95-100 %
#16
50-80 1" 90-100%
#50 10-80 3/4" 40-70 % 90-100%
#100 0-5 1/21' 25-60%
3/8" 10-30% 20-55%
#4 0-5% 0-10% 0-10%
I
6.
Water: Clean and pure enough to drink.
7.
Admixtures: For all concrete, add Master Builders "Pozzolith" and
"Stearox 100" or approved equivalent. Use in accordance with the
PIMPM
manufacturers recommendations.
EAM
• WAM
8.
Curing Compound: W. R. Grace "Horncure 30", Sonnebom "Sonosil" or 1.
Reiss Co., Inc. "ReisCo Cure & Hard Seal".
o
�.
B. Formwork
Materials:
Z
Z nl
x
1.
Solid Wood: New No. 2 Yellow Pine or construction grade Fir or
Ld
better.
_�
N
2
2.
Plywood: New Douglas Fir or equal, grade -marked Plyform, of thickness
a
to withstand deflection.
t FM•F
m
o
3.
Form Ties: Rigid type, either removable strap type or break -off type
BY01
FI60u
og
1" back from surface.
y pKN
4.
Form Oil: Shall be non —staining mineral oil compatible with required
a SW
finish applied to concrete.
0.12
5,
Expansion Joint Forming Moteriah Preformed asphaltic •xpansian joint
61ti4i
material, thickness as indicated, as manufactured by Burke Company or
WTF
Johns —Manville Co.
6 A3•F
6.
Vapor Barrier: Unless detailed otherwise, install 6 mil, plastic
vapor barrier with minimum laps of 12" taped fully watertight prior to
any placement of concrete.
IL
GENERAL
NOTES:
1. DRIVEWAYS SHALL BE CONSTRUCTED WITH 7" THICK, (3000 psi ® 28 days) PORTLAND CEMENT
CONCRETE AND SHALL BE REINFORCED WITH MINIMUM 1/2" DIAMETER DEF. STEEL BARS ® 12" C-C
EACH WAY WITH 10" LAPS, OR EQUIVALENT WELDED WIRE FABRIC.
2, CURB
SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE PER DETAILS ON THIS SHEET.
3. 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT.
4. THE AREA BETWEEN DRIVEWAYS, FROM BACK OF CURB TO RIGHT-OF-WAY LINE SHALL BE SODDED
SOLID
WITH ST. AUGUSTINE GRASS.
5. EXPOSE EXISTING REBAR AND SPLICE TO REINFORCEMENT IN NEW DRIVEWAY.
UNITED ENGINEERS, INC. doe No. 2aoas-oo
3. Rubbing and Patching;
a. All exposed surfaces shall have honeycombed and other defective
surfaces patched tight, all rock pockets cut out, all tie wires
cut back 1" below surface, all fins and projections knocked off
and rubbed smooth with stone. Remove all foreign and loose
materials.
b. After all defects have been repaired, the exposed surfaces of
beams and stairs shall be saturated thoroughly and a grout of
1 part white Portland cement with color admixture to 1-1/2 to
2 parts fine sand shall brushed on uniformly completely filling
all air bubbles and holes. The surface shall be floated with
a wood or cork float immediately after applying the grout and
then scoured vigorously. Excess grout shall be removed with a
sponge rubber float at the time when the grout has hardened
sufficiently for this to be done without removing grout from
air holes. After the surface has dried thoroughly , it shall
be rubbed with a dry burlap sack to completely remove any dried
grout. Rubbed surface shall be kept damp for two days after
the final rubbing.
CONCRETE SPECIFICATIONS AND
MISCELLANEOUS DETAILS
atq-kt
CORPORATE REAL EST, ►TE
711 I.ouiei,..1a Sheol
suite 300
HMOM •x 77002
Gensler F '13. 29:�3
ALLIANCE MEMBERS
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2
BW AIRE. TEXAS 77401
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRD PARTNERS
808 TRAVIS STREET. SUITE 200
HOUSTON. TEXAS 77002
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
UNITED ENQINEERA INC.
CONSULTING ENGWEERS A SURVEYORS
egos s .0Esr ntrr. TEEx �711a 1-zsoo
! OUST N TEXAS 77074 E—YAY 1 1. DOOWIEO&CON
PROPRIETARY AT&T INFOR t
NOT FOR GENERAL USE OR DISCLOSURE D
OF AT&T
THIS INFORMATION MAY ONLY BE USED I Y
AUTHORIZED PERSONNEL OF THE LOCAI
GOVERNMENT AGENCY IN CONNECTION I R
APPLICATION FOR PERMITS AND AUTHOI Ii
FOR BUILDINGS, CONSTRUCTION, AND/GI ;a
CHANGES.
AT&T PROJECT NUMBER 1AT&T AUTHORIZA 10
GEOTEC #
XX 01 MM/DD/YY ISSUE BY I iECKED BY
DRAWNG ISSUE DESCRIPTION
'Pn,i•etlgm•
La Porte Rd R.T. /1144
(CJIO f7•Nm .
�
1
CONSTRUCTION PLAN
N.T.S.
�''.. of. North
SHEET 5 CIF 8
Q20UGN Wr
2-FIBER OPTIC DUCTS STUB -UP CONDUITS 3' ABOVE
NATURAL GROUND. CAP THE
ENDS OF ALL CONDUITS. 0 1
r
.r
PRECAST CONCRETE BLDG.
,I �I ��►\ACKFILL AROUND CONDUITS
INSTALL LEVEL & CAP ENDS.
2" DIA. SCH. 40 PVC VENT TUBES TO EACH CONDUIT.
•. CROSSES)
INSTALL CONDUIT SEPARA•• TO MAINTAIN SEPARATION
AS SHOWN. NOTE INCREASED SEPARATION BETWEEN
CENTER CONDUITS.
CONFIGURATION OF • ,
CABLEDUCT MANIFOLD DETAIL
Mrs
120/ 240 V. 1
3W SERVICE
3- #3/0,THWN
IN 1-1/4" C
UNLESS SHOWN
OTHERWISE ON
ON SITE PLAN
& LAG BOLTS
TO POLE
P1000 UNISTRUT
W/PIPE CLAMP
& LAG BOLTS
=
TO POLE
W W
200 AMP
a
METER
CAN
UNDERGROUND SERVICE (3-#3/0 THWN-
IN 1-1 2' CONDUIT) SEE SITE PLAN FOR
SERVICE TYPE (AERIAL OR UNDERGROUND)
@I
I TING 200 A/2P FUSED
G. DISCONNECT SWITCH
SECURE MAST TO PRECAST
CONC. BLDG. W/ P1000
UNISThUT W/ PIPE CLAMPS
& EXP. BOLTS CLAMPS.
N.G.
•ENCASE CONDUIT IN
CONC. PER SPECS
ELECTRICAL SERVICE DETAIL (UNDERGROUN
n
S.B.C. GENERAL BACKFILL & ENCASEMENT. SPECIFICATIONS
1. TYPE 'C' BACKFILL + CEMENT STABILIZED SAND (2 SACKS PER TON). A
2. TYPE 'A' BACKFILL ORIGINAL MATERIAL, FREE OF DETERIOUS MATERW ,
COMPACTED 90-95% PROCTOR IN 6" LIFTS.
3. CONDUIT FORMATIONS, REGARDLESS OF NUMBER OF DUCTS, SHALL MAINTAIN
THE SAME MINUMUM CLEARANCES BETWEEN DUCT AND TRENCH WALL,
AS SHOWN IN TYPICAL FORMATIONS HEREON.
4. FORMATIONS OVER FOUR DUCTS HIGH REQUIRE 2" SEPARATION AFTER
EVERY FOURTH TIER OF DUCTS.
5. ALL DUCTS TO BE ENCASED WITH CEMENT STABILIZED SAND UNLESS
OTHERWISE SPECIFIED OF REQUIRED.
S. CONCRETE ENCASE DUCTS WITHIN AREAS OF GRADE CHANGES MORE
THAN 209 (V IN 5') AND BENDS HAVING RADII Of LESS THAN 80 FEET.
TURAL GROUND HATURAL GROUND
CUT OFF SHORING
12" BELOW SURFACE
BACKFILL
BACKFILL
SHORING &BRACING
TO REMAIN DURING
BACKFILLING
Ar
6" MIN. .0e 6' MIN.
-CO
NCRETE `a
iv • 0 • ; ENCASEMENT
CEMENT STABILIZED
iv SAND ENCASEMENT 8
it
1 1 2" 1_.-Du B 8
2" 2"
(TYP.) (TYP.)
CONCRETE ENCASED CEM. STAB. SAND ENCASED
'A' BACKFILL 'A' BACKFILL
ELECTRICAL, CONDUITS AND
MISCELLANEOUS DETAILS
TINN
COP
INSERT SCREEN AT CMU FACADE
EXTERIOR FACE OF GRADE
BEAM CABLE SLOT
PRECAST BLDG.
BLDG. FOUNDATION `
FINISHED GRADE
O "
1
2" DIA. SCH. 40 P.V.C. MANIFOLD 90' ELBOWS
J
(REFER TO DETAIL 2" SPH. 40 RISER 3'-6"
IN SPECIFICATIONS) AT i PER FOOT SLOPE MINIMUM
..PL6G:2"-•••RISER.:.;....:.A;i:v. rr••
PLACE MARKER '
f ,r •
��I1�I1—�11
8 CABLE ENTRANCE DUCTS" -
VENTING DETAIL
ALTS
10' GROUND ROD
(TYP OF 3) CAD WELD
ALL CONNECTION.
r-PROPERTY LINE
y
61 Q1 JimI
ikI
I'
I�IOU
`GRll
1'-0" TRENCH
LOOP
4'-0" FROM
R.T. SLAB
GROUNDING DETAIL
MAN A:C. DISCONNECT
CANIN€fi:
3/8' x W-0" COPPER OR
STAINLESS STEEL GROUND RODS.
THERMAL
WELD
GRADE LINE
#2 BARE
TINNED SOLID
COPPER
WELD Nr
WATER
PROOF
SEALS
II TO OPGP
NOTE
g,G� u MUM BENDING RADIUS FOR
Z� �RpO A 12 OR LARGER GROUNDING
OF LEAD IS ONE FOOT. THE SEND
SHALL ALWAYS CURVE TOWARDS
/ THE OPGP.
+ OR EQUIVALENT
�'— 10' GROUND ROD
(TYP OF 3) CAD
z ALL CONNECTION.
F o
X a
x o
z
o GROUND TIE-IN
�ACEG (GREEN WIRE) LEADS
TO ALL CIRCUITS.
GROUND (ACED)
BONDED TOO CABINET.
EQUIPMENT
BONDING JU
PER
(NUANTRAL)UR�UND
5)
TO NEU
TO WATER PIPE—+
TO C.O.
GRID BAR
EUTRAL BUS
INSULATED FROM
CABINET.
2 IN
OPGP
* BUS
INSULATOR
AR
BETWEEN
*
OPGP &
ALL CONNECTIONS TO
WALL
THE OPGP WILL BE
TWO (2) HOLE CRIMP
TYPE LUGS. USE T&S
CAT #256-30896-113
'COLORED
WATER PROOF
KEYED'
BROWN LUG AND ANY
SEALS
T&S 'SURE STAKE" TOOL
TO CONNECT THE #2
SOLID.
RUN
IN NON
CONDUIT INSIDE
THE BUILDING
�$g6GIT:A1:kJG —
MIN. 1'-0"'
MAX. 2'-0"
TO OTHER SIDE OF SUPP:
GROUND FIELD - SEE PLAN
CADWELD CONNECTOR
CAT #PCC-1T1T WITH
WELD METAL, #05 +
CADWELD CONNECTOR '
CAT #GTP-161T WITH
#GT1-161V (ONE SHOT) +
THERMAL
WELD
CORPORATE REAL ESTJ TE
711 Lams IaShea
Suite 300
6ourioe .x 77002
Gensler FacAim'de 13229.9343
ALUUWCE MEMBERS
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2
BELIAIRE. TEXAS 77401
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRD PARTNERS
808 TRAVIS STREET, SUITE 200
HOUSTON. TEXAS 77002 -
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
UNITED ENGINEERS; INC.
CONSULTNG ENGINEERS a SURVEYORS
8303 SOUTHrsT FRWY. m T•s z -2soo
SUITE 600 FAX Y7t 7 1-2 00
��• HOUSTON. 70M 7=4 E-MAL 1 000N17TDECOM
PROPRIETARY AT&T INFORI IATION
NOT FOR GENERAL USE OR DISCLOSURE DIMME
OF AT&T
THIS INFORMATION MAY ONLY BE USED I Y
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION 1 I TH
APPLICATION FOR PERMITS AND AUTHOI RATIONS
FOR BUILDINGS, CONSTRUCTION, ANDIOI . ZONING
CHANGES:
AT&T PROJECT NUMBER AT&T AUTHORIa ON
GEOTEC #
AT&T PROJECT M NAGER
0 how D•s&t wmDft epmn ft Cb ft
XX 01 MM/OD/YY ISSUE BY G KEC ED BY
DRABING ISSUE DESCRIPTION
•���OF Th1
*
� KgEFELEGNE TESFAYE �
ICI 6970Y
'Ral•c•Mur
La Porte Rd R.T. 11144
� CAD FEW UM■•
IAUJANCIINIANlB
�xxxxxxxxxxxxx
CONSTRUCTION PLAN
15cme
N.T.S.
R (. North
® UNITED ENGINEERS, INC. ✓oB No. 2eos9-oo
v
n
n Y
D
m
y
a
z
k
a
m
o =
t
1
i
N
'm s
z
a
a"
`w
m
to
i
-I
3/4"
CABLE SLOT IN BLDG.
VARIES -SEE PLAN 4"
2'
FLOOR (BY OTHERS)
PRECAST BUILDING
FINISH FLOOR
1'-6"
r 6" (SEE SITE PLAN)
(USUAL)
5"
VARIES
SUBGRADE COMPACTED
i•• ,.
1.
. ' �_;�:; . `.'
SELECT FILL COMPACTED
TO SPECIFICATIONS
•
�_
'•, ' .'
TO 95% STD. PROCTOR
_j__w_' __
DENSITY TO t 2% OF
.iI*
I
OPTIMUM MOISTURE CONTENT
EXISTING NATURAL'°'
`7
GRADE -SEE SURVEY
{ +c
+�+•-.
c
••;.-t
TYPICAL SLAB REINF.
6" CONC. SLAB W/#4
#4 O 12" O.C. EA. WAY
REINF. 0 12" O.C.
W/#3 X 36" SLAB
EA. WAY AND 3/4" X 18"
"
DOWELS 0 24' O.C.
DOWELS 0 12" O.C.
ISOLATION
PROPOSED 8-4'
JOINT
'C' PVC CONDUIT
GRADE BEAM REINF.
4 WS CONT'. TOP BOTTOM
AND MIDDLE w/ 2 #3
STIRRUPS 0 12" D.C. 2 CABLE SLOT NOTE:
N.T,S PLACEMENT OF CONCRETE
CABLE SLOT AND FOOTING
TYPICAL GRADE BEAM SECTION SHALL BE MONOLITHIC.
4' 5-1/2
5-
BRICK FACADE
—TYPICAL SLAB REINFORCEMENT
#4 0 12' C-C EACH WAY WITH
#3 X 36" SLAB DOWELS 0 24"
C—C
SELECT FILL PRECAST BUILDING
OMPACTED TO FINISH FLOOR (AS SHOWN
PECIFICATION SHEET 2 OF 7)
1/4"/FT
-SLOPE
in
PROP. GRADE c
_
(SEE SHEET 2 OF 7) 'v
'
10" 4n
_
CONCRETE .LANDING
#5 TOP AND BOTTOM CONT. O ISOLATION
:la�;'1
PERIMETER GRADE _BEAM #4.0 _12" JOINT
r, .;(.
XISTING
NATURAL
o
I
C-C EACH WAY WITH #3 [TOWELS
4
0 12" C=C. (SEE SHEET 7 OF 7
_(_OROUHD
FOR NUMBER OF TREADS AND
RISERS)
3'- " CLEAR
(TYP.)
GRADE BEAM REINFORCEMENT
1
5-1/2.
2 #5 CONT. TOP, BOTTOM
& MIDDLE WITH #3 STIRRUPS
0 12" C-C SECTION
1 A
N, T,S.
PROP. GRADE JOINT
(SEE SHEET 2 OF 7)
SLOPE VARIES
APPROX. 1/4"/
r.-
TT.
6" CONCRETE SLAB WITH #4-
REINFORCEMENT 0 12" C-C
EACH WAY AND 3/4" x 18"
DOWELS 0 12" C-C
GRADE BEAM REINFORCEMENT-
2 #5 CONT. TOP, BOTTOM
& MIDDLE WITH #3 STIRRUPS
0 12" C-C "1' 5-1/2"
SECTION 1Q (TYP.)
BRICK LEDGE FOUNDATION DETAILS
NOTE:
CONTRACTOR MAY POUR
CONCRETE LANDING
MONOLITHICALLY WITH R.T.
SLAB
TYPICAL SLAB REINFORCEMENT ®R0.,
5-1/2" #4 O 12" C-C EACH WAY WITH
J13C 36" SLAB DOWELS 0 24"
E� PRECAST BUILDING
FINISH FLOOR (SEE SHEET 2 OF 7)
+y' `
SELECT FILL
COMPACTED TO
:?. -•;-
-
SPECIFICATIONS
0
'•!: �• •
EXISTING NATURAL
7''+:
cG
GROUND
AT.S
I SLOT
5 1
5 1
KL
K CONTRACTOR TO VERIFY BUILDING
103'-7 1/2" OUTSIDE DIMENSIONS PRIOR TO
CONSTRUCTION.
R.T. BLDG. WALL
12" 5-1/2" BRICK LEDGE
to
0 2
16
0 PRECAST BUILDING
SEE SITE PLAN FOR 1 0 0
FINISH FLOOR ELEV.
PORCH W/3-6"R.
& 2-10"T. —�
5-1/2"
24'-0"
MAXIHUT FOUNDATION PLAN
Mrs
4" 24'-11'
5 1/2"
24'-0'
2'-0" 3'-0" 18'-4"
XTERIOR LIGHT
"
Z�P(SEE
SPECS.)
_
=
I
C.M.U. HVAC UNIT-.
UGHT SWITCH
(3'"WAY) THERM DST AT
CABLE SLOT (MOUNT 7'=0"
HIGH)
o
PROVIDE 1'-0"x 5' 0"___
PAINT WALLS SHEET OF NON-COMBUSTIBLE
& CLG.(SEE SPEC.) PLYWOOD (PAINTED)
MOOTH FINISH CONC. JUNCTION
WALLS APPLY COATINGS BOX 220V
PER SPECS. OUTLETS
BRICK
EXHAUST FAN (DAYTON)
#4C706, 8" 0 BLADES
270 CFM.
(MOUNT AS HIGH AS POSSIBLE)
FLOOR PLAN 10' x 24' MAXIHUT BLDG.
MT,S
CABLE SLOT IN FLOOR - CONTRACTOR TO INSTALL CABLE ENTRANCE BENDS PER
STD. DETAIL WITH GAS VENT (VERIFY NO. & CONFIGURATION WITH AREA ENGINEER,
CABLES MAY ENTER SLOT FROM ANY DIRECTION.
CONTRACTOR TO PROVIDE GROUNDING SYSTEM PER STD. DETAIL.
CONTRACTOR TO INSTALL ELECT. SERVICE AND WEATHERHEAD PER STD. DETAIL
(BLDG. DISCONNECT SWITCH BY OTHERS).
GROUNDING BAR BY OTHERS - CONTRACTOR TO DRILL 1" DIA. HOLE IN CONCRETE
WALL
NOTE: UNLESS INDICATED 'BY CONTRACTOR ALL SHOWN ITEMS ARE A PART OF
THE BUILDING FURNISHED BY SWOT CO. FOR DELIVERY TO SITE.
0
1/2'
MAIN DISCONNECT
SWITCH W/ EMERG.
POWER ENTRY BELOW
-PANEL 'A' W/ MANUAL TRANSFER
SWITCH BELOW & ALARM
MONITORING CABINET ABOVE
)R LIGHT
SPECS.)
REMOTE TERMINAL BUILDING
CONSTRUCTION DETAILS
4" WALL
I'—ly4" THICKNESS
.1'-0'. I (TYP)
%otyP•
CABLE SLOT IN FLOOR OF BLDQ
3 3/
5-1/2
BUILDING TO
BE PLACED
BY OTHERS.
COORDINATED
BY GENERAL
CONTRACTOR
FOUNDATION DETAIL AT CABLE SLOT
AT.S
BRICK LEDGE
1'-5-1/2"
W8%40703n
PAINTED SIGN (SUBMIT SAMPLE
TO S.W.S.T. ARCHITECT TO
APPROVE COLOR AND FINISH)
VERIFY LOCATION CODE AT EACH R.T. BLDG.
WITH S.W.B.T. MANAGER -DESIGNS
CONSTRUCTION S.W.B.T. REPRESENTATIVE*
(713) 567-8507 (EVERY R.T. BLDG. WILL HAVE
A DIFFERENT LOCATION CODE.)
NOTE: SIGN TO BE PAINTED TO THE
EXTERIOR OF STANDARD PREFINISHED
AND STUCCO BUILDINGS AND TO THE
DOOR OF BRICK FACED BUILDINGS.
REMOTE TERMINAL BUILDING
IDENTIFICATION
SIGN
Mrs
1 j; qft= w0wo wo
at
CORPORATE REAL ESTI.TE
711 Louiair tSteet
Smte 300
Housim i Y 77002 .
Gensler 29.�3
ALLIANCE MEMBERS -
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2 i
BELLAIRE. TEXAS 77401 -
713.567.8867 FAX:713.660.2040
CONTACT: RALPH MARQUEZ
CCRD PARTNERS
808 TRAMS STREET. SUITE 200 - - -
HOUSTON. TEXAS 77002
713.237.89DO FAX: 713.237.0123 -
CONTACT: JOHN GARDNER
®UNITED ENGINEERS. INC.
CONSULTING ENGNMRB& 6URMORS
85W __WEST FRWY. ML �713 27 •2900
1 OUSla�i, TEXAS 77074 FAX Tt OUNITIMILCOM
PROPRIETARY AT&T INFORA ATION
NOT FOR GENERAL USE OR DISCLOSUREi.1NTSIDE
OF AT&T -
THIS INFORMATION MAY ONLY BE USED B '
AUTHORIZED PERSONNEL OF THE LOCAL
GOVERNMENT AGENCY IN CONNECTION V TH
APPLICATION FOR PERMITS AND AUTHOR ATIONS
FOR BUILDINGS, CONSTRUCTION, ANDIOR CONING
CHANGES.
AT&T PROJECT NUMBER AT&T AUTHONZAT IN
GEOTEC /
AT&T PROJECT MP LAGER
1wr D.u&Iwo o"w"M By drat
XX 01 MM/DD/YY ISSUE BY CI 'C E. K D BY
DRAWING ISSUE DESCRIPTION
�+«usmwr.
OF TFy11
KEFELEGNE TESFA1YE i
W1,69708 .91�%
\-1-1/2"0 JULIUS BLUM ALUMINUM
e CONNECT RAIL SYSTEM PIPE AND
M FITTINGS (OR APPROVED EQUAL)
HEAVY DUTY
FLOOR FLANGE
(TYP)
3/8-X3" SLEEVE ANCHOR
BOLT (TYP)
(FOUR PER FLANGE) NOTE : ALL PIPE AND CONNECTIONS
SHALL BE SCHEDULE 40
TYPICAL HANDRAIL
N.T.S
6" MIN.
6" MIN.
STORM
SEWER
STABILIZED
SAND (C.S.S.)
L6" MIN.
STORM SEWER BEDDING DETAIL
(C.S.S. SHALL BE 2 SACKS PER TON
N.T.&
EDGE OF
0 C.L.F.
CHAIN LINK
—lf--
O
GATE —
HOLD BACK
I GATE HOLD BACK
PLAN VIEW
ALUMINUM
_ f CAP
1" ALUMINUM
PIPE
SECTION B-B
GATE HOLDBACK DETAIL
N.T,S.
1-3/8" PIPE
(DROP ROD) LINE POST (TYP)
UFT-DROP C.L F.
LATCH
1�
DROP ROD
CENTER STOP
DROP ROD LATCH DETAIL
FOR DOUBLE CHAIN LINK GATES.
(GALVANIZED AND WELDED)
N.T.S.
UNITED ENGINEERS, INC. .oB No. 28oe9-oo
nq6
4 STRANDS 12 1/2- GAUGE BARBED
TYP.
10'-0" MAX.
PROP. CONCRETE LANDING WITH
3-6" RISERS AND 2-11'
TREADS. #5 BARS CONT. _TOP
AND BOTTOM O PERIMETER
GRADE BEAM, #4 BARS 0 12"
C-C EACH WAY WITH #3
DOWELS 0 12" C-C*—\
18"
Min.
6'
3" MIN.
COVER
#4 BARS 0 12- C-C EACH
NATURAL
'B' CONCRETE
TYPICAL LINE WITH CORNER POST
MT.S.
DOOR'
3'-0"
2 7/8" 0. D. TERMINAL
(END. CORNER, PULL) POST-7
TENSION
12"
TYP.
BRICK FACADE
(OPTIONAL)
1 5/8' 0. D.
CENTER BRACE
i
CONCRETE I
®J
_ ROP. HANDRAIL
a PROP. CONCRETE
" LANDING WITH 3-6"
5 RISERS AND 2-11"
r Q TREADS. #5 BARS
_..._ ._._ _.._ CONT. TOP AND
BOTTOM 0 PERIMETER
GRADE BEAM. #4
#5 BARS BARS 0 12' C-C
EACH WAY WITH #3
DOWELS 0 12" C-C.
L/ 3" MIN: •• - " n
COVER PROP. CONC. PVMT.
z ce " ERIMETER GRADE BEAM
w
10'-5 1/2" M (TYP.)
CONCBE- E. LANDIN _-_DET_AIL
ACTS
6"
AIA
PLAN VIEW
1/$- (MIN.)=_ EXISTING
CCONCRETE SLAB
FINISH GRADE
2500 P.E S.I. a a
CONCRETNOTE: CONTRACTOR SHALL PROVIDE AND INSTALL
2-3/8- X 3 1/2' A COMPLETE DROP ROD ASSEMBLY, DROP
REBARS �_6-_� 2"0 GALVANIZED ROD CENTERSTOP, AND A GATE HOLDBACK
(--�I PIPE AS PART OF THE CHAIN LINK FENCE AND
SECTION A —A GATE INSTALLATION.
CENTERSTOP DETAIL
N.T.S.
FENCING AND MISCELLANEOUS
CONSTRUCTION DETAILS
II
.
v„
STRUCTURAL NOTES:
1. THE MINIMUM DESIGN LOAD FOR HAND RAILS AND
GUARD RAILS ARE ABOVE 50 LBS. CONCENTRATED
LOAD APPLIED IN ANY DIRECTION IN COMPLIANCE
WITH THE MINIMUM LOADS AS SHOWN IN TABLE
1607.1 AND SECTION 1607.1 OF THE 2003
INTERNATIONAL BUILDING CODE (2003 IBC)
2.THE MINIMUM DESIGN LOAD FOR 'STAIRS AND 300
PSF CONCENTRATED LOAD OF STAIR TREAD, IN
COMPLIANCE WITH THE MINIMUM 'LOADS AS SHOWN
IN TABLE 1607.1 #35 OF THE 2003
INTERNATIONAL BUILDING CODE.
COARSELY
1-100 PVC � GRADED
1 TEE / T G , L T '
HVAC #2
I--2'--I
6' CURB
1"0
PVC
J
(LENDtH
VARIES) PROP. CHAIN
-
LINK FENCE
NVAC PLAN
W
PRECASTID
xxxx BG.
NOTE:
ALL PVC SHALL
PROP. CHAIN
LINK FENCE
8E SCHEDULE 40
1'0 PVC
CONNECTED TO
z
HVAC WATER
BRICK LEDGE
DISCHARGE
(N.I.C.)
z
1 1/2' x i" REDUCER
W
1'0 PVC
(LENGTH VARIES)
SEE HVAC WATER
DISCHARGE PIT DETAIL
%
6' CURB
BLDG�\
OUNDATION\
.,.
.0
Li"0 PVC
90' BEND
100 PVC TEE•
N
SECTION A —A COARSELY
tlA�iAViL
2'-4 1 8" BAR GRATING 15W4
GALVANIZED STEEL
earing Bats 1'X 3/16'
B
5/16" C-C SPACING
1/4- CROSS BARS
CONCRETE SLAB
" CROSS BAR SPACING
SECTION B—B
HVAC WATER DISCHARGE PIT DETAIL
N T.S
U19181111017M
att
CORPORATE REAL ESTI.TE
711 Louiail-iaSoma
Suite 300
Bmutoa !x 77002
Gensler 13.E : 343
A DANCE MEMBERS
H.C. BECK
6500 WEST LOOP SOUTH, ZONE 1.2
BELLAIRE. TEXAS 77401 - -
713.567.8867 FAX:713.660.2040 -
CONTACT: RALPH MARQUEZ i
, CCRD PARTNERS'"
608 TRAMS STREET. SUITE 200
HOUSTON, TEXAS 77002 _
713.237.8900 FAX: 713.237.0123
CONTACT: JOHN GARDNER
®UNITED ENGINEERS, INC.
CONBLLTING ENGIME -a A SURVEYORS
8303 SOUTHWEST FRWY. TEL (7/3 2 i-2900
SUITE 600 FAX (71 9 1-2899
��► HOUSTON. TEXAS T=4 E-NA1. I I. O MME-COM
PROPRIETARY AT&T INFOR) NATION
NOT FOR GENERAL USE OR DISCLOSURE DOTSIDE
OF AT&T
THIS INFORMATION MAY ONLY BE USED I Y
AUTHORISED PERSONNEL OF THE LOCAI
GOVERNMENT AGENCY IN CONNECTION 1 ltTH
APPLICATION FOR PERMITS AND AUTHOI IZATIONS
FOR BUILDINGS, CONSTRUCTION, ANO/O) ZONING
CHANGES.
AT&T PROJECT NUMBER AT&T AUTHORIZA.,ON
GEOTEC j
AT&T PROJECT M NAGER
XX 01 MM/DD/YY ISSUE BY I IECKED BY
DRAWING ISSUE DESCRIPTION
�,�'i6 OF TFy 1s1,
� K NE TESFAYE�
69704 A
LG� 7
IMdKttlw
La Porte Rd R.T. #1144
IPYr.rM,..a.,
Icwmmr
IWAHM
XXXXXXXXXXXXX
CONSTRUCTION PLAN
leer.
N.T.S.
. � i of. North
SHEET 8 OF 8
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