HomeMy WebLinkAboutSHARP EYES VISION CENTER SITE PLANSIGN PER CITY AND
STATE CODES.
ABOVE
GRADE
0
RESERVED
FOR
HANDICAPPED
O
I I
O
VAN
ACCESSIBLE
RE:. SITE PLAN & FLOOR PLAN
FOR VAN ACCESSIBLE
PARKING LOCATION
1 1/2' DIAMETER GALV. STEEL
PIPE SET IN 12' DIAMETER
CONCRETE PIER 24' DEEP
HANDICAP PARKING
SIGN DETAIL
0
RESERVED
FOR
HANDICAPPED
O
PEDIATRIC CLINIC OF LA PORTE
(CALLED 0.792 ACRE)
H.C.C.F. ,#X295961
SITE PLAN ACCURACY CERTIFICATE:
I, ROBERT M. PREISS, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE
PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE
PLAT.
ftM. PREISS
TX. REGISTRATION NO. 92978
/ I I
18
P/
POOWERWER LINE 1,24' LOT 17 FAIRMONT PARK EAST
PROP. CPE SECTION 12
FN 3/8-I.R. $SET 5/ I.R. POWER POLE F.C. NO. 604004 H.C.M.R.
W CAP '1445' �d1G' W/CAP \ ,
e 'GE O URV \
LOT 16
BLOCK 1
N.T.S. T',pW G109 I �G1,p 90
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L- p C?a \ \afG p9 N 89'52'52" E
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9 x %I \ 20' e'er p OVe � C7 O'4OO� 00
XGeryp� \
\ PROP. UNDERGROUND �- 20' B.L
POWER (B OTHEIRS) NE
XGeyp4
\ G8,$
x
f XGG\8
9 e FG20.0 \ FG20.00 FG19.50 G
O X G21,9 G0,$ x�G�6 X XNG�B FG
GAG I % \
FG19.60 m
� Frl-�-lnrl � "Fr79
RESERVE 3
g 00
k N
k N
(1,909 SF) 10 FG19.30C
1 FF22.50 m
0) .
FG19 45
O I FG22.00 FG22.00
O 2p� 1a$ "Gi86 %�G $6
99 z I ;G0 I X
G1' 7F�
.FG79.00
36.00'
TC21.18 ��
19
2,,g6 G20.68 TC21.08
2246 .., "
FGt .30 FG21.46 �' �"��;�, � 21 1 G20 5 ,..w
CONCRETE I w.;. "� f �^ TC21 OB G20 3
68 B.L. TC2184
22.34 0' G20 9' r`w"': G2(
I G21 34 C21" � �" ����
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FG20.00 TC21.08 20 0
G9$ Ge`96 Gg,86 X
X °•:.', G20a5 x� 20� � 20..�.' • Gt;, . , >T HP20`.3 .n ,
9g
T.B.M.
SET MAG NAIL IN
CONCRETE DRIVE.
ELEVATION 19.79'
G\9$
e /
G�9 I
- - - EX 12" WL - - - - - - - - G'6_9, -
150.00' X G�
S 89-52'52- W 504.07'
G2p' 99
3
f
Gtip �
SANITARY MANHOLE
RIM=20.10'
6"FL(N)=13.94'
24"FL(W)=12.55'
24"FL(E)=12.49'
EX 24" SAN
LEGAL DESCRIPTION:
RESERVE 3 OF FAIRMONT PARK EAST BUSINESS
PARK RESERVES 1, 3, 4, 5, AND 6 A
SUBDIVISION IN HARRIS COUNTY, TEXAS
ACCORDING TO THE MAP OR PLAT THERE OF
RECORDED UNDER FIRM CODE NUMBER 564034
OF THE MAP RECORDS IN THE OFFICE OF THE
COUNTY CLERK OF HARRIS COUNTY, TEXAS
GIN O
Gam( 1a.IJ
?� TC20.2
m
G19.70
TC20.50
ah �g'9P
G20.0
U.E. (F.C.
5640
4 H.C.M.R.)
FG19.00_
m
D3/8"I.R.
m
S 89"52'52" IN 150.00' ,
-
X xSo x
-x .. ..
XSG�`69 XSp�`1't D/TCH xso�ly
PARKING CALCULATIONS'
BUILDING = 1,909 SF
4 PARKS MIN. + 3 PARKS/1000SF
1,909 SF x 3 PARKS/1000SF = 6 PARKS
4 PARKS MIN. + 6 PARKS = 10 PARKS
NO. OF PARKS REQUIRED = 10 PARKS (MIN.)
NO. OF PARKS PROVIDED = 14 PARKS
-EX 24" SAN-
t665 FT. TO FARRINGTON ST.
TXDOT SIGN
m yG
1
EX 24" SAN-
BENCHMARKS
1. THIS RESERVE LIES IN ZONE X (SHADED),
DEFINED BY FEMA AS AREAS OF 0.2% ANNUAL
CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
FOOT OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AND AREAS PROTECTED BY
LEVEES FROM 1% ANNUAL CHANCE FLOOD, AS
SCALED FROM FIRM MAP NUMBER
48201CO940L, COMMUNITY NUMBER 485487
(CITY OF LA PORTE), MAP REVISED JUNE 18,
2007.
2. B.L" INDICATED BUILDING LINE (OR
SET-BACK-UNE), AND "U.E." INDICATES UTILITY /
EASEMENT, ALL SHOWN PER PLAT OF RECORD.
3. ALL ELEVATIONS EXPRESSED HEREON WERE
COLLECTED USING GPS OBSERVATIONS (GEOID99
CONUS) ON DECEMBER 22, 2011, AND ARE
BASED HARRIS COUNTY FLOODPLAIN REFERENCE
MARK NO. 020170. ELEVATION 21.25 USFT,
NAVD88 (2001 ADJUSTMENT). /
SOURCE OF BEARING, DISTANCE, AND
TOPOGRAPHIC INFORMATION SHOWN HEREON
PROVIDED BY: GEOSURV, DEC 22, 2011.
I 1
LOT 15 I LOT 14
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-SET 5/8"I.R.-
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63.64 �GL' 'GEOSURV
l,Gryp9 "G2p9 /
J
�V 6C1 14' UTILITY ESMT.
(F.C. 564034 H.C.M.R.)
�) FLOOD STATEMENT:
THIS TRACT IS IN FLOOD ZONE 'X (SHADED)' AND NOT WITHIN THE 100-YEAR
FLOOD PLAIN ACCORDING TO THE FEMA MAP #48201 CO940L, DATED JUNE 18,
FG20. ME 2007.
XG02p 0.
0 CITY APPROVING AUTHORITY CERTIFICATE:
g,40 �G,9n I x�G,9h THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE
XI I� PLAN AND DEVELOPMENT OF SHARP EYES NEW VISION CENTER IN CONFORMANCE
i I �GOp ( X"el WITH THE ORDINANCES OF THE CITY OF LA PORTE.
ME
f
� BY:
oI0 DI RECTA.- P ING DEPARTMENT
G79.1 O
o O
a ON
�FG20.2 XaG`sM(
-II W
FG18.8 O
OO
O
O
TG18. I cn
ASPHALT
FAIRMONT PARKWAY (250' R.O.W.)
BUILDING
AREA: 1,909 SQUARE FEET
ZONED: GENERAL COMMERCIAL
FG20.5
PLANT MATERIAL:
CREPE MRYTLE, 2" CALIPER (16 TOTAL)
DWARF OLEANDERS, 36" O.C.
Q
(75-80 TOTAL, AT LEAST 5 OR 6
BETWEEN TREES)
eG FAIRMONT PARK EAST BUSINESS
PARK RESERVES 1, 3, 4, 5, & 6
F.C. NO. 564034 H.C.M.R.
-C20.8
>20.3C
O
TC20.60
G20.1
28' U.E. &COMMON
USE ACCESS ESMT.
F.C. 564034 H.C.M.R.)
fC21.00
_/_
a20.50
-SD'-UE.
_ IISF ACCESS
&-O0M)?ON - -
ESMT EX 6" SAN
- (F.C. 564034
H.C.M.R.) - - - -
1J�3/8'F.R. --{
- --EX 12" WL-- -
V/CAP '1445' `g4
150.00'
Gel-
x
- - - -
- e
XGg�O
EX 24" SAN
u
LOCATION MAP (N.T.S.)
KEY MAP: 579-C
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS,
TESTS, APPROVALS, AND ACCEPTANCES REQUIRED TO COMPLETE
CONSTRUCTION OF THIS PROJECT.
2. ALL GRADES AND CONTOURS SHOWN ARE FINAL, TOP OF FINISHED SURFACE
ELEVATIONS.
3. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACE AREAS WITHIN
THE SCOPE OF THIS PROJECT. DRAINAGE SHALL BE DIRECTED AWAY FROM ALL
BUILDING FOUNDATIONS. CONTRACTOR SHOULD TAKE PRECAUTIONS NOT TO
ALLOW PONDING OF WATER AND NOT TO BLOCK DRAINAGE FLOW FOR
ADJACENT PROPERTY.
4. NO ABRUPT CHANGE OF GRADE SHALL OCCUR.
5. ALL DISTURBED AREAS SHALL BE REVEGETATED, BY THE CONTRACTOR, IN
ACCORDANCE WITH PROJECT SPECIFICATIONS, AND LANDSCAPING PLANS.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION
OF ALL UTILITIES AND DRAINAGE STRUCTURES WHETHER SHOWN ON THE
PLANS OR NOT THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES
PRIOR TO CONSTRUCTION TO VERIFY SIZE, GRADE, AND LOCATION. THE
I Vry I RHC.I VR JRHLL rvu 11 I tIG Grvb11VGCK IMMCUIHI CLT Vt HNT
DEVIATIONS FROM PLANS PRIOR TO BEGINNING CONSTRUCTION. ANY DAMAGE
TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR, AT HIS EXPENSE.
7. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF
THIS CONTRACT WHERE NOT SPECIFICALLY COVERED IN THE PROJECT
SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE CITY OF LA PORTE,
& HARRIS COUNTY FOR CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL, OR
BETTER, CONDITION TO ANY DAMAGES DONE TO EXISTING UTILITIES,
FENCES, PAVEMENT, CURBS, OR DRIVEWAYS (NO SEPARATE PAY ITEM).
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL
NECESSARY UTILITY COMPANIES FOR PROVIDING TEMPORARY UTILITY
SERVICES DURING CONSTRUCTION.
10. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS
THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF
DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF THIS PROJECT.
11. ALL EXCAVATION IS UNCLASSIFIED.
12. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE
THAT ALL GRADES ON SITE MEET THE ADA AND TAS
STANDARDS WHICH INCLUDE BUT MAY NOT BE LIMITED TO:
SIDEWALKS AND ACCESSIBLE ROUTES TO BE AT 2% MAX
CROSS SLOPE AND 5% MAX LONGITUDINAL SLOPE
ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2%
SLOPE IN ANY DIRECTION
CURB RAMPS SHALL NOT EXCEED 6" IN VERTICAL
DIFFERENCE AND SLOPE SHALL BE NO MORE THAN 12:1
SANITARY MANHOLE RIM=19.45' 13. CURB ADJACENT TO RAMPS SHALL BE SLOPED TO BE FLUSH WITH RAMP.
I
6"FL(S)=16.02'
-
6"FL(W)=16.03'
_
4"FL(N)=16.15'
4"R(E)=16.07'
LEGEND
EX 44
FND 3/8-I.R..
-
-
W/GAR-'
-
EX 12"
PROPERTY LINE
S 52-52' W, 0.34'
125A
S 89'i2i5F W 405.32' I
X y1?$
EXISTING SPOT ELEVATIONS
z
X TG95.50
PROPOSED TOP OF GRATE ELEVATION
Q
N
X TC95.00
PROPOSED TOP OF CURB ELEVATION
X G95.00
PROPOSED GUTTER ELEVATION
X
X FG95.00
PROPOSED FINISHED NATURAL GROUND
SANITARY MANHOLE
RIM=19.53'
X HP95.00
PROPOSED HIGH POINT ELEVATION
6"FL(N)=14.83'
24"FL(W)=12.44-
X ME
MATCH EXISTING ELEVATION
24"FL(E)=12.43-
GRATEINLET
EX 24
PROPOSED CURB
�►
PROPOSED FLOW ARROW
EXISTING FLOW ARROW
PROPOSED CONCRETE
PROPOSED STORM DRAIN LINE
PROPOSED SANITARY SEWER PIPE
-
PROPOSED STORM SEWER PIPE
-
- EASEMENT
SCALE: 1 "= 20'
DRAINAGE SWALE
0' 20' 40' 60
-
- HIGH POINT
-�
GRADED SLOPE (5H:1V MAX)
14
NO. OF PARKING SPACES
KEYED NOTES
OMATCH EXISTING TOP OF PAVEMENT
OCONTRACTOR TO REFERENCE ASPHALT TO
CONCRETE HEADER DETAIL ON SHEET C5.00
3OCONTRACTOR TO TRANSITION FILL TO
NATURAL GROUND WITH A 10% SLOPE
FOR APPROXIMATELY 18 FEET.
OHANDICAP PARK STALL AND LOADING AREA NOT TO
EXCEED 2% SLOPE IN ANY DIRECTION.
0PROPOSED CULVERT TO BE SIZED BY HARRIS
COUNTY PRECINCT 2.
O CONTRACTOR TO PROVIDE BERM ALONG
PROPERTY LINE AT ELEVATIONS SHOWN TO
PREVENTILIMIT OFFSITE DRAINAGE AND
SHEET FLOW AND MAINTAIN PONDING
ONSITE FOR REQUIRED DETENTION CAPACITY
(SEE SHEET 3 OF 9)
SIDEWALKS ARE NOT REQUIRED PER WAIVER
0
ISSUED BY THE CITY OF LAPORTE ZONING
COMMISSION APPROVED ON 7/25/2012 DURING A
SPECIAL MEETING OF THE ZONING COMMISSION
0NO DUMPSTER PAD IS REQUIRED SINCE NO
DUMPSTER WILL BE UTILIZED AT THIS SITE
OEXTERIOR BUILDING DESIGN ALONG THE EAST,
WEST, & SOUTH SHALL BE 100% MASONRY &
GLASS PRODUCTS
10 NO GAS IS PROPOSED FOR THIS PROJECT
GJ~�' .tp
ROBERT M. PREISS
A. 92978
Lott..- 4 1n1.1cVD
9-26-12
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JOB NO. 40024-M
DATE SEPTEMBER 2012
DESIGNER TFG
CHECKED NCB DRAWN TFG
SHEET 2 of 9
J
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERMYILY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANTS OR/GINAI. SICNATNRF AND
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Project Name: Sharp Eyes New Vision Center
Project No: 40024-00
Prepared By: NCB Date: 8/9/12
Checked By: NCB Date: 8/9/12
Design Frequency: 5 years
100-Year Multiplier. 1.00
10-Year W.S. Elev.: feet
Storm Sewer
Design Calculations
Drainage
Diameter
Manning's
Full Pipe Flow
Drop from
Flowline
Flowline
Drainage
Total
Runoff
Time of
Intensity
Area
Total
Reach
(in)
Roughness
Design
Design
Wetted
Downstream
Elevation
Elevation
Manhole No.
Area
Area
Coefficient
Total
Conc.
I
Flow
Flow
Length
or Rise
Number
Slope
Coefficient
Capacity
Velocity
Area Perimeter
Fall
Manhole
Upstream
Downstream
From to
(acres)
(acres)
C
C w A
(min)
(in/hr)
(Cfs)
(cfs)
(ft)
(ft)
of Barrels
%
"n"
(cls)
(ft/sec)
(sq ft) (ft)
(it)
(ft)
(ft)
(ft)
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®Park 2010
SPECIFICATIONS
CONCRETE : Oars II I at 28 aIthys of design strength of
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®PARK 888-611-PARK
www.prufo-UHA...
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CATCH BASIN MODEL CB - 12• THRU 36"
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REINFORCEMENT Grade 60 reinforced. Steel mbar confo"Nn
to ASTM A615 on required centers ar equal.-
;GTE NONE
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CI �ray5ast Iron eonfonning to ASTM A48-76
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A
_ I _- - -EX 12" WL-
SANITARY MANHOLE
RIM=20.10'
6"FL(N)=13.94'
24"FL(W)=12.55'
24"FL(E)=12.49'
24" SAN-
�10' U.E. (H.C.C.F. #V537219)
LOT 17 / FAIRMONT PARK EAST
SECTION 12
/ F.C. NO. 604004 H.C.M.R.
\ \ /
LOT 16
LOT 15
Project Area =
Required Detention =
0.22 Ac x 0.20 ac-ft/ac
Provided Detention
Vol. in Parking to EL. 20.20'
Vol. in Pipe behind restrictor
Vol. in Swale @ Inlet A4
Total Volume Provided
0.22 acres
= 0.044
Ac-ft
1916.6
CF
= 1,075.7
CF
= 64.4
CF
= 776.5
CF
= 1916.6
CF
I
6" Restrictor Flow To Ditch (Hams County Minimum Restrictor 6")
Q= C x A x sgrt(2gh)
C=0.8
D=0.5ft
A = 0.2 sf
g = 32.2 fps2
h=2.20ft-17.54it 2.66ft
Qproposed 2.05 cfs
Allowable Flow To Ditch (2 YR FLOW)
Qallowed .= 0.0027 x 150 LF Frontage = 0.405 cis
(from Harris Co Express Review Sheet)
Restrictor Sizing
\ F \ \ BLOCK 1 I I D(ft) = Q 5/(2.25x05)
\ \ \ 9�, Q = 0.405 cfs
\ h= 2.66 ft
I\ D = 0.22 it (2.65 in) - too small use 6" minimum
\ \ \ N 89.52'52" E 63.64'
14' UTILITY ESMT.
\ (F.C. 564034 H.C.M.R.)
1
I
I I A4
01.40
I I 1.1
IFFzz.so I
I I CATCH BASIN CB-14 A4
I TG 18.60
I 10"FL 16.36
-EX 24" SAN
N
±665 FT. TO FARRINGTON ST.
EX 24" SAN-
FAIRMONT PARKWAY (250' R.o.w.)
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LOCATION MAP (N.T.S.)
KEY MAP: 579-C
LEGEND
PROPERTY LINE
-
PROJECT LIMITS
GRATEINLET
y
PROPOSED FLOW ARROW
PROPOSED STORM SEWER PIPE
DRAINAGE AREA LIMITS
DRAINAGE AREA
TAC
DRAINAGE ACREAGE
DRAINAGE FLOW (2-YR)
- - EASEMENT
O
O 0 RESERVE 4 RESERVE
0
N
Ld I
m FAIRMONT PARK EAST BUSINESS
0 PARK RESERVES 1, 3, 4, 5, & 6
F.C. NO. 564034 H.C.M.R.
0
O
O
Cf)..
1
_ I
CATCH BASINCB-24 A2
TG 20.00
18"FL 16.18(S) WITH 6" RESTRICTOR <
12-FL 16.18(W) 28' U.E. & COMMON n
10"FL 16.18(N) USE ACCESS ESMT.
(F.C. 564034 H.C.M.R.) :1
SANITARY MANMOLEI
RIM=79.45'
6"FL(S)=16.02'
6"FL(W)=16.03'
$C�0iv11•ON 4"FL(N)=16.15'
IISTF ACCESS ESM4"R(E)=16.0T
- EX 6" SAN EX 4" SAN-
(F.C. 564034 H.C.M.R.)
-- - --EX 12" WL-- - - - - - EX 1
_-T 2" WL-
,.
---X
/X 0�69 <
tL SANITARY MANHOLE
CH BASIN(CB-30) OUT RIM=19.53'
2D.95 6"FL(N)=14.83'
_ 24"FL(W)=12.44'
-L 16.04 24"FL(E)=12.43'
EX 24" SAN EX 24" SAN
HARRIS COUNTY DETENTION NOTES:
O SINCE ALL IMPROVEMENTS ARE WITHIN 150 FEET
OF THE FAIRMONT PARKWAY R.O.W. AND THE
PROPERTY IS LESS THAN 1 ACRE NO DETENTION IS
REQUIRED BY HARRIS COUNTY.
O IF ANY FUTURE IMPROVEMENTS GO BEYOND
THE 150 FT OFFSET DETENTION WILL BE REQUIRED
FOR THE ENTIRE SITE AT THE HARRIS COUNTY
DETENTION RATE.
in- Oro
2' PLUG (CO1
SCALE: 1 "= 20'
0' 20' 40' 60'
2' PLUG (CONCHA""
62 RESTRICTOR DUAL FOR 18' RCP
LOCATED WITHIN CATCH BASIN (CB-24) A2
N.T.S.
- 11.
1
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ROBERT M. PREISS
Q . 92978 .'
9-26-12
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JOBNO. 40024-M
DESIGNER TFQ
CHECKED NCB DRAWN TFG
SH.. 3of9
THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL NARDCOPY MATERIALS BEARING THE CONSULTANT'S
SIr,NAli1RF AND SFAI