HomeMy WebLinkAboutQUALITY INN & SUITES SITE PLAN6
FLOOD STATEMENT
THIS TRACT IS IN FLOOD ZONE Y , FEMA MAP#48201CO945 J, REV.11-6-96
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS CITY CERTIFY THAT THE CITY OF LA PORTE,TEXAS HAS APPROVED THIS SITE PLAN AND
0 DEVELOPMENT OF QUALITY INN HOTEL IN CONFORMANCE WITH THE ORDINANCES OF
THE CITY OF LAPORTE.
BY:
DIRECTOR,P ANNING EPARTMENT
9
SITE PLAN ACCURACY CERTIFICATE
I, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING(OR SURVEYING) AND HEREBY CERTIFY THAT ABOVE PLAT
OR SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS,DISTANCES,ANGLES,C RVE RADIUSES,
AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
BY:
SIGNATURE OF ENGINEERING OR SURVEY
(PRINT NAME)11 `Op
TEXAS REGISTRATION Nro. 61% ,
(AFFIX SEAL) Az •" �1F'`.
................ ....
kllk 93949 h'
8
LANDSCAPING ANALISYS
AREA LOT :_-----------------120,343 SF
2.7627 ACRES APPROX.
AREA GROSS BUILDING_ ---------- 17,116 SF
17,116 SF
PER MINIMUM 6%-------------6,194.4 SF
LANDSCAPING AREA FOR PROJECT_--9,000 SF '..
NOT INCLUDED AREA FOR EXPANSION
3
NEE. 91QT N
+
t O +
CD
v. N Ln
VACANT LAND
m PROPOSED RETAIL '
CENTER = I °p �5 / � \ zso WATM EACH \
`\
'. WOW 8AR101 [ O //� 11µ .
To BE W PLACE emu'
\
CENRR 15 bo I f
COLW ERD. ( +.
w UPON AY NECIED
ON W CEilRV k + •4:
6 -1 1118'-0" 14'-2„
G
OWNER GUPTA VINOD
TR 13A-7
ABSTRACT 482 W. JONES
SIGNAGE NOTE
ALL SIGNANGE WILL BE LANDSCAPE LEGEND
PERMITTED SEPARATED UNDER
nrE m
DIFFERENT APPLICATION
fXISTIN
PM
DIFFERENT W
e�•
CONCRETE
25'-2"
u
UfJR ATIE
zsD wArrs EAa--.
G SINGLE FAMILY
ouwlen
IBW
2
RESIDENTIAL DEVELOPMENT
0
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GRASS AREA
OPERTY UNE 601 5
...... k' PHO➢NIA',r':,S'
E
T .. •...,.. to PHOTINIA - ....PHOTINIA .d{•'d°L�i\ W /hw.��`•.""
f
CONCRETE DRIVEWAY
262'-O"
' tn1 1-11 Ln� 1/11'
s m e I:I
4 sy
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_ "I -0 4'-0" EO
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12 (5) N Oa o--�-.�-,� 25•-D• ADC. ,,E L
-
`�pr�-`PROP SE
ENO ��.
.............
35'-
0,�'pa Q�'."....` ........_ '" ,.j;:, ` PROPOSED SIDE WALK CONCRETE Y.
+ DRIVEWAY
- --- a5•-0• + PROPERTY UNE
_ N
-------------
• _ . ...'Pj3, o
mu
FA/RMONT PARKWAY °
250' RIGHT-OF-WAY
0
1
NEW DEVELOPMENT SYNOPSIS
C M CIAL USE
AREA LOT------------------120,343 SF
2.7627 ACRES APPROX.
AREA SHELL BUILDING ----------- 14,759 SF EACH FLOOR
AREA POOL BUILDING-----------2,365 SF
AREA CONC.DRIVEWAY------------30,095 SF
PARKING SPACES-------------106 SPACES
FLOOR AREA
FIRST FLOOR----------------17,116 SF
SECOND FLOOR---------------14,759 SF
3TH FLOOR---------------14,759 SF
TOTAL BLDG.AREA:------------48,999 SF
NO.OF ROOMS
FIRST FLOOR---------------23 ROOMS
SECOND FLOOR---------------30 ROOMS
3TH FLOOR---------------19 ROOMS
SUB-TOTAL---------------72 ROOMS
ADITIONAL SPACES ------------- 13 ROOMS
TOTAL--------------------85 ROOMS
PARKING SPACES REQUIRED: 4 + 82 ROOMS + 10 EMPLOYEES = 96 REQUIRED
PARKING SPACES PROVIDED: 94 + 4 ACC + 1 VAN = 99
NOTE.
DRIVEWAY DESIGN TO COMPLY WITH
SECTION 106-835
...... I., ----- .................... ....................
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......... .. .+........ _... ....... .............. ...............j1.+.
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+
FUTURE DEVELOPMENT +
I
RESERVED I
Am
Lm mfwm7lmml. D
ICF AV.
SUITE M
FIOLEMA TX, 77042
70-107D=
-
GJ.DESIGN
Design&Construction
10555 RICHMOND AV.
SUITE 405
HOUSTON,TEXAS 77042
713-885 7398
'ROJECT NUMBER
'ROJECT TITLE
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DRAWINGS ISSUED FOR:
07/15/06
ISSUE FOR PERMIT
08/17/06
REVISION 1
09/17/06
REVISION 2
REVISIONS
0.
DATE
DESCRIPTION
08/17/06
REVISION 1
09/17/06
REVISION 2
RAWN BY: CHECKED BY: DATE
SITE PLAN
a
S 03'
18.70'
o-1,
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FORAa ,ti+M a SM
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LEGEND
+ 98.53 EXISTING ELEVATION
159.8 PROPOSED ELEVATION
Nr-+59.6 PROPOSED ELEVATION
HIGH POINT
®1�•e PROPOSED ELEVATION
TOP OF PAVEMENT
TrF159e PROPOSED ELEVATION
PROPOSED TOP OF CURB
PROPOSED ELEVATION
PROPOSED BOTTOM OF CURB
PROP. FLOWUNE
-"� SWALE
DRAINAGE FLOW
DISCHARGE IN CFS
DRAINAGE AREA IN ACRE
s
WT 14 LOT ,5
BLB« � I aaoc .v
O&SO
f NW IW (18'e)
szas' iD az
nM RPRAP
PROP. _' - SOFT, B�F E
1 gRNNU ,W 2 9ioMN PROPFA716
)\ 0.41A86 ACRE
NERA(. COMMERCIAL RESERVE 7-
LOT 11
BL 49
to.
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10
B
i
9190
L
1K
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fX/ST/NG SINGLE FgMILY
RES/DENT/qL DE FA
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-
69, :rat _@ • •
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9
-
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FE
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°
13,111 CENTER
c
ITI SF / se ce
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FINISHED FLOOR
q1
ON 100.20' 0 R +
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9
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VOLUME
531
P G E
1
08
H.
C. M.
R.
SIGNAGE NOTE
ALL SIGNANGE WILL BE
PERMITTED SEPARATED UNDER
DIFFERENT APPLICATION
FLOOD INFORMATION:
TBM : Box cut on top of concrete base of light pole at the Southwest corner
of the subject property: Elevation: 100.00 feet (assumed)
This property does not lie within the 100' year flood plain as per
the flood insurance rate map : 48201C panel :0945J
Date : NOV 6 1996 Zone : X (UNSHADED)
Bearings are based on the plat of Fairmont Park Sect 5 as recorded in Volume 531
Page 108 of Harris County Map Records.
NOTES:
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY
REGULATION OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN
MANAGEMENT PRIOR TO STARTING CONSTRUCTION.
2. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS
COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY
AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHT OF WAY.
EX/ST/NG SINGLE FAWLY I
RES/DENT/gl DEVELOPMENT
i
i
1711
01
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- -- -
_
-
PROPERTY LINE 601 B6'
..-. .' Edge of
-��-'•�'_•_�..
. '
------af1
\ m'v � Q°eu
OR MM
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. ••
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--------- �--gnWf
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-
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250' R.O.W
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.
DRAINAGE CALCULATIONS:
0
GRADING & DRAINAGE PLAN NORTH
SCALE: 1"=40'-O"
QUALITY INN HOTEL SITE
FAIRMONT SHOPPING CENTER
OFFSITE DETENTION
SHOPPING CENTER PARKING DETENTION
TYPE OF USE; COMMERCIAL -HOTEL
TYPE OF USE; COMMERCIAL -SHOPPING CENTER
VOLUME PROVIDED IN OFFSITE RESTRICTOR PIPE CALCULATION:
AREA OF TRACT= 2.763 ACRES
AREA OF TRACT= 1.629 ACRES
DETENTION POND
AREA OF NEW IMPERVIOUS SURFACES= 1.7 ACRES
AREA OF NEW IMPERVIOUS SURFACES= 1.3032 ACRES
_ ((118x112)+(112x110)]x6 7
/ Q = CAx(2GPx(Hp
OPEN/GREEN SPACE= 1.063 ACRE
OPEN/GREEN SPACE= 0.3258 ACRE
= 78,024 CUST. OR D = 0/(2.25 Hx)
DETENTION VOLUME
PROVIDED IN PARIONG
UTILIZING THE RATIONAL METHOD FOR DISCHARGE
UTILIZING THE RATIONAL METHOD FOR DISCHARGE
Q = OUTFALL DISCHARGE (CFS)
Q=c1A
Q=CIA
ADDITIONAL DETENTION REQUIRED = 0.50 CFS/AC (MAX)
FOR HOTEL &SHOPPING CENTER SITE C = 0.8
MAX..'
WATER SURFACE=9995
ACCUMULATED C=0.8
ACCUMULATED C=0.8
= 26,653+46,338
A = ORIFICE AREA (S.F.)
AVG. T.P.=99.50 AVG. T.P.=99.50
e
1=b/(tc+d)
e
I=b/(tc+d)
= 72,991 CU.FT. < 78,024 CU.FT.
G =GRAVITATIONAL FACTOR = 32.20
T.G.=99.20' T.G.=99.20'
WHERE; FOR (2 YR. STORM)
WHERE; FOR (2 YR. STORM)
=> TOTAL DETENTION VOLUME PROVIDED H = HEAD (FEET) = 6 FT
INLET cRovm
b=75.01, d=16.2 ,e=0.8315, Tc=22 Min.
b=75.01, d=16.2 ,e=0.8315, Tc=22 Min.
78,024+31,894+19470= 129,388 CU.FT. Q = 0.5x4.392 = 2.196
INLET
9315
THEN; IP=75.01 /(22+16.2y =3.6 IN/HR
9315
THEN; IP=75.01/(22+16.2y =3.6 IN/HR
> 124,355 CU.FT.
D = 2.196%(2.25x6x)= 0.42 FEET
=> DETENTION VOLUME PROVIDED
IS SUFFICIANT. D = 5.1 INCHES - USE 6 INCHES
Q0 = 0.8 X 3.6 X 2.763=7.95 CFS
Qp = 0.8 X 3.6 X 1.629=4.69 CFS
- NOTE,
and M RI W CB51M0 a
DETENTION CALCULATIONS:
PInE
z
AREA OF TRACT= 2.763 ACRES
AREA OF TRACT= 1.629 ACRES
HOTEL PARKING DETENTION
DETENTION RATE REQUIRED= 0.65 AC.FT./AC.
DETENTION RATE REQUIRED= 0.65 AC.FT./AC.
17, Viz-
M• Ers 6 HIGH BANK MAIM. EAS . W
DETENTION VOLUME REQUIRED= 0.65x2.763
DETENTION VOLUME REQUIRED= 0.65xl.629
0 99.00' a
LDESISICL b S�tFy= 98 I32
= 1.796 AC.FT. = 78,232 CU.FT.
= 1.059 AC.FT. = 46,123 CU.FT.
- - - - - -
DETENTION VOLUME PROVIDED IN PARKING LOT:
DETENTION VOLUME PROVIDED IN PARKING LOT:
„
DETENTION VOLUME
PARKING LOT AREA=57,064 SQ.FT.
PARKING LOT AREA=35,767 SQ.FT.
PROVIDE IN NPARKING
VOLUME IN PARKING= (57,064xO.4)+(57,064xO.35/3)
VOLUME IN PARKING= (35,7670.4)+(35,7670.35/3)
HIGH BANK
WATER SURFACE=97.85 '
= 29,483 CU.FT IN PARKING
= 18,480 CU.FT IN PARKING
9G2
_ ELEV.=97.50
VOLUME IN DRAINAGE PIPES=825 LFx 18"0
VOLUME IN DRAINAGE PIPES=506 LFx 18"0
4- CONCRETE WALL (3000
+268 LFx 24"0
=894 CU.FT.ROTTOM
_ PSI). REINFORCE W/
ELEV.=97.10'
=2,299 CU.FT.
VOLUME IN INLETS= 6 INLETS x(4x4x4)= 96 CU.FT.
6x6-W2.902.9 WWF.
INLET
VOLUME IN INLETS= 7 INLETS x(4x4x4)= 112 CU.FT.
I 112'1
=> TOTAL ONSITE DETENTION PROVIDED
=> TOTAL ONSITE DETENTION PROVIDED
= 19,470 CU.FT.
-_ 31,894 CU.FT.
DETENTION POND CROSSECTION
ADDITIONAL VOLUME REQUIRED= 26,653 CU.FT.
ADDITIONAL VOLUME REQUIRED= 46,338 CU.FT.
5'
CON. PILOT CHANNEL DETAIL
SCALE: N.T.S.
RCP PIPE (RE: CIVIL
_-_----�,�- SITE PLAN FOR
SIZE)
;�N° ••; .•;,;,: ' . ' , FILL WITH CONCRETE
'.'
1 .:�'.. , . •, : �.: :.i % 6"PVC RESTRICTOR
,, /
J
NOTE:
- RESTRICTOR 4'-0" MAX. LENGTH
RESTRICTOR DETAIL
SCALE: N.T.S.
I
GIVE
CONSULTING
1 1 :22 PICHMOND AVE.
SUITE 225
HOL STON, TEXAS 770S2
Pt `. 281 .8713.8727
FA t: 2S1.B70.B72E3
USE OR REPR DUOMON OF THIS DRAWING OR BLUEPRINT
MAY BE AN II 'RINGEMENT OF THE FEDERAL COPYRIGHT
ACT. THIS DF WING IS PROTECTED UNDER THE FEDERAL
COPYRIGHT ACT BY
C VE CONSULTING, INC.
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CIVE PF DJECT #: E06-300-0139
DRAWN BY:
CHECKI D BY: H.D.
APPRO) ED BY: H.D.
DATE: )7-14-06
SCALE: NS NOTED
REV.
D kTE
DESCRIPTION
1
01126
1. FOR CONSTR.
2
0' 05
I. FOR PERMITTING
3
1 0 1271
CITY COMMENTS
4
10! 121
CO. COMMENTS
G !ADING, DRAINAGE
ANI SWQMP SITE PLAN
SHEET
2 I./
t
t
B L �K
I
INGLE FAMILY t
DEVELOPMENT I
9 I
I
I
F A/ R M ON T
V O L U M E 5 3 1
NE
•
P A R K
P G E 1 0 g
SEC T. 5
H. C. M. R.
EXISTING SINGLE FAMILY
RESIDENTIAL DEVELOPMENT
----- — --___ cAs cAs cAs cAs—GAS-Z----------
---------------------- EXIST. GAS LINE
_-- VERIFY SIZE & LOCATION WITH ----'------ ------
-----------------cAs----SPRBPERL�------------- GAS SERVICE PROVIDER
--------
ism ---------
-- ----
-- cAs-- cAs __.__ c,Ls—_
cAs
GAs—aAs—---------------
f
nF _
---cAs-- - ---- --
SIGNAGE NOTE
ALL SIGNANGE WILL BE
PERMITTED SEPARATED UNDER
DIFFERENT APPLICATION
IN
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SANITARY
SAMPLING WELL
WA
SNSWR
"-
WATER
WATM -•xl -
—�—"-WA1ER 'IZ
T'
2" TS&V.
SNSWR
SNSWR WAme-______ WATM
DOMESTIC TAP P,,
---"""---SNSWR ----"""•'-•SNS
�-
WA411mrt 96,$e WAS WATER WA
CONNECTION
�'-D'
PROP n•�g
WATER_
PROPOSED DRI4EWAY
�—. WFL 7�
M
•
S
SNSWR
SN;
EXISTING : - Edge Of Asph.•✓ PROPOSED DRIVEWAY
—� FIRE HYDRANT Edge Of•Asph.
FAlRMON r PARKwA.Y. .' ..
250' RAW PROPOSED IRRIGATION
(Asphalt Pavement) 2" LANDSCAPE
WATER METER W/BOX &
BACKFLOW PREVENTION DEVICE
NORTH
t_l;0W$:l0p4or-
PROPERTY LINE 601
IN 2" - -----WATER WATER-
40 "R SNSWR -
EXISTING 24" SAN. SWR.
SANITARY SEWERS
1.
SANITARY SEWER PIPE TO BE SCH. 40 P.V.C. PIPE MEETING ASTM
SPECIFICATIONS D3034 WITH RUBBER GASKET JOINTS UNLESS
OTHERWISE NOTED.
2.
ALL SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CNP UD
STANDARDS AND SHALL BE SUBJECT TO A STANDARD EXFILTRATION
TEST. TESTS ARE TO BE PERFORMED ON THE TOTAL FOOTAGE OF
SEWER LINE INCLUDED IN THE PROJECT.
3.
SANITARY SEWERS WILL HAVE CLASS "A" BEDDING IN ACCORDANCE
WITH CNP UD.
4.
ALL SANITARY SEWERS CROSSING ABOVE OR BELOW WATER LINES
WITH 6 INCHES TO 9 FEET CLEARANCE SHALL HAVE A 20' JOINT OF
150 P.S.I. AWWA C-900 SDR-18 P.V.C. SANITARY SEWER PIPE
CENTERED ON WATER LINE, EXCEPT WHERE DUCTILE IRON PIPE IS
USED.
5.
SANITARY SEWER MANHOLE RIMS OUTSIDE OF PROPOSED PAVING WILL
BE SET 3"-6" ABOVE THE SURROUNDING LEVEL FINISHED GRADE
AFTER PAVING WITH SLOPED BACKFILL ADDED FOR STORMWATER
DRAINAGE AWAY FROM MANHOLE RIM.
6.
DEFLECTION TEST: DEFLECTION TESTS SHALL BE PERFORMED ON ALL
FLEXIBLE AND SEMI -RIGID SEWER PIPE. THE TEST SHALL BE
CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT
LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5% THE
DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL,
HAVING A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE
PIPE. THE TEST SHALL BE PERFORMED AS PER TEXAS REGISTER
SECTION 317.2 LATEST AMENDMENT AND WITHOUT MECHANICAL
PULLING DEVICES.
7.
INFILTRATION/EXFILTRATION TEST: EITHER OF THE FOLLOWING
INFILTRATION/EXFILTRATION TESTS SHALL BE PERFORMED WITHIN THE
SPECIFIED TOLERANCES ON ALL GRAVITY SEWERS.
WATER TEST: TOTAL LEAKAGE SHALL NOT EXCEED 200 GALLONS
PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT A MINIMUM
TEST HEAD OF 2 FEET.
I
LOW - PRESSURE AIR TEST: PERFORM TEST ACCORDING TO
1
UNI-B-6-90 OR OTHER APPROPRIATE PROCEDURES.
I
WATER MAINS
1.
WATER MAINS/METER CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CNP UD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION AND
MATERIALS AND SPECIFICATION FOR WATER TAPS AND SERVICE LINES
3/4" THROUGH 2", AND FOR LARGE METER AND SPRINKLER
CONNECTIONS WITH LATEST ADDENDA AND AMENDMENTS THERETO.
2.
1 1/2" AND 2" WATER MAIN SHALL BE TYPE "K" HARD COPPER.
1" AND SMALLER SHALL BE TYPE "K" SOFT COPPER.
3.
ALL THE WATER MAINS SHALL HAVE 6" OF BANKSAND ENVELOPE AND
IC!
SHALL BE BACKFILLED TO A MINIMUM COMPACTED DEPTH OF 6"
OVER THE TOP OF THE PIPE TO PROVIDE A COMPACTED
N
ENCASEMENT.
4,
CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL
=
CLEARANCE OF 9' (NINE FEET) BETWEEN OUTSIDE OF WATER LINES
o
AND OUTSIDE OF EDGE OF SANITARY SEWER MANHOLES AND LINES.
Tn
5.
CONTRACTOR SHALL PROVIDE ADEQUATE THRUST BLOCKING TO
WITHSTAND TEST PRESSURE SPECIFIED IN SPECIFICATION FOR WATER
MAIN CONSTRUCTION AND MATERIALS WITH LATEST ADDENDA AND
AMENDMENTS THERETO.
6.
ALL WATER LINES TO BE DISINFECTED IN CONFORMANCE WITH AWWA
C-651.
7.
BACKFLOW PREVENTION DEVICE MUST BE INSTALLED ON IRRIGATION
WATER METER. CONTRACTOR SHALL SUBMIT TEST REPORT TO CITY OF
LA PORTE.
EXISTING 12" W.L.
WATER existing WATER LINE IiTo SM A( 11
24 FL. RS25
—SNSWR SNSWR SNSWR --- -- -�
_V' TS&V.. • : '
DOMESTIC TAP PROPOSED
CONNECTION FIRE HYDRANT
1-10"X6" TAPING
SLEEVE
1-6" GATE VALVE
1-6" FIRE HYDRANT
UTILITIES PLAN
SCALE: 1 "=30'-0"
LEGEND :
WATER LINE
SANITARY SEWER
GIVE
C ONSULTI N G
1 1 222 RICHMOND AVE.
SUITE 225
i-IOUSTON, TEXAS 77082
PH: 281 .870.8727
FAX: 281 .870.8728
USE C REPRODUCTION OF THIS DRAWING OR BLUEPRINT
MAY''.. °_AN INFRINGEMENT OF THE FEDERAL COPYRIGHT
ACT.;IS DRAWING IS PROTECTED UNDER THE FEDERAL
COFYRIGHTACTBY
DIVE CONSULTING, INC.
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CIV c PROJECT #: E06-300-0139
DFb WN BY:
CHI CKED BY: H.D.
APF ROVED BY: H.D.
DA' E: 07-14-06
SCI .LE: AS NOTED
RE).
DATE
DESCRIPTION
1
09 26
I. FOR CONSTR.
2'
01105
I. FOR PERMITTING
3
02 27
1 CITY COMMENTS
4
105/211
CO. COMMENTS
UTILITIES PLAN
SH ET
C=3
I
1
1
B L �K 4 9
I
1
IMILY '
IPMENT
I g
I
1
1
FAIRM0IN T
c
o g,
EUD
V 0 L U M E
SEC T. 5
5 3 1 P G E 1 0 8 H. C. M. . •R.
P A R K
SIGNAGE NOTE
ALL S/GNANGE WILL BE
PERMITTED SEPARATED UNDER
DIFFERENT APPLICATION
6" CONCRETE
PAVEMENT (3000 PSI)
REINFORCE W/#5'S
EJ i
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EXISTING SINGLE FAMILY
RESIDENTIAL DEVELOPMENT
PROPERTY LINE 601.53'
GRASS AREA
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6" CONCRETE
PAVEMENT (3000 PSI)
REINFORCE W/#5'S
1 18" O.C.E.W.
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/#5'S'S
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2" ASPHALTIC
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LINE 6 O1 88
PROPOSED CULVERT
CONCRETE
—_ —_
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OVER 10"
COMPACTED CRUSHED
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CONCRETE — — —
35'-o.
PROPO SEp DRI
�h LIME STONE BASE
OVER 10"
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COMPACTED CRUSHED
LIME STONE BASE
a of
9 Asph. ✓
PROPOSED DRIVEWAY
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FAIR M O N
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P A R K WA y
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250' R.O.w
(Asphalt
Pavement)
NORTH
PAVING PLAN
SCALE: 1"=30'-O"
CONCRETE NOTES :
1. ALL CONCRETE SHALL BE IN ACCORDANCE THE BUILDING CODE REQUIREMENT
CONTAINED IN THE ACI 318-95. ALL CONCRETE SHALL MEET THESE MINIMUM
SPECIFICATION:
PAVING:
CONCRETE STRENGTH: 3500 PSI AT 28 DAYS.
SLUMP: 3-4"
SIZE MAX COARSE AGGREGATE: 1"
2. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL
NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO
CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS.
3. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE
MIXER TRUCK, CRANE, AND BUCKET OR BY PUMPING TO ITS FINAL POINT OF
DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET.
4. TO PREVENT EXCESS AND UNCONTROLLED CRACKING, CONTROL JOINTS SHOULD
BE PROVIDED AT 30' MAX. SPACING IN EACH DIRECTION. CONTROL JOINTS
MAY BE SAWCUT, METAL KEYWAY OR OF REMOVABLE STRIP TYPE. EXPANSION
JOINT SHALL BE PLACED NO MORE THAN 90' MAX. EXPANSION JOINTS SHALL
THEN BE FILLED WITH AN ELASTOMERIC JOINT FILLER MATERIAL. SEE PLAN
FOR EXACT LOCATION OF JOINTS. FOR SIDEWALKS PROVIDE EXPANSION JOINTS
@ 20' O.C., AND CONTROL JOINTS ® 5' O.C. MAX.
5.
PAVING METHODS FOR THIS PROJECT:
5" CONCRETE PAVING REINFORCED WITH #5 BARS ® 18" O.C.E.W. OVER
6 COMPACTED LIME STABILIZED SUBGRADE. (PARKING AREA)
6" CONCRETE PAVING REINFORCED WITH #5 BARS ® 18" O.C.E.W. OVER 6"
COMPACTED LIME STABILIZED SUBGRADE. (DRIVING ISLE)
7" CONCRETE PAVING REINFORCED WITH #5 BARS ® 18" O.C.E.W. OVER 6"
COMPACTED LIME STABILIZED SUBGRADE. (TRASH DUMPSTER AREA)
REINFORCING STEEL NOTES :
1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60.
BARS SHOULD BE NEW, CLEAN AND FREE OF DIRT, RUST OR OIL.
2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN
ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315-80.
UNLESS SHOWN OTHERWISE CONTINUOUS BARS 30 BAR DIAMETERS AT
SPLICES, 12" MIN.
3.
REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE CIVIL
ENGINEER.
4.
PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE
MANUAL OF STANDARD PRACTICE, ACI 315-80, CHAPTER 3. BRICK, ROCK,
OR MASONRY BLOCKS ARE NOT ACCEPTABLE SUPPORTS. CHAIRS AND
BOLSTERS FOR DIRECTLY OVER EARTH, POLY SHEETS SHALL BE EQUIPPED
5. WITH BOTTOM BEARING PLATES.
CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH
THE ACI 318-95 CODE, ARTICLE 7.7.1, EXCEPT WHERE STATED'
SPECIFICALLY OTHERWISE.
LEGEND :
EJ- EXPANSION JOINT
CJ- CONTROL JOINT
LIVE
CONSULTING
1 1 222 RICHMOND AVE.
SLATE 225
'.HOUSTON, TEXAS 770132
PH: 281.670.8727
FAX: 2B 1 .870.672E
USE, R REPRODUCTION OF THIS DRAWING OR BLUEPRINT
MA) 9E AN INFRINGEMENT OF THE FEDERAL COPYRIGHT
ACT PHIS DRAWING IS PROTECTED UNDER THE FEDERAL
COPYRIGHT ACT BY
DIVE CONSULTING, INC.
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CI fE PROJECT #: E06-300-0139
Di AWN BY:
CI IECKED BY: H.D.
Af PROVED BY: H.D.
Di TE: 07-14-06
S( ALE: AS NOTED
RI V.
DATE
DESCRIPTION
09 26
I. FOR CONSTR.
01 05
1. FOR PERMITTING
02 27
CITY COMMENTS
105/211
CO. COMMENTS
PAVING PLAN
S 1EET
C=4