HomeMy WebLinkAboutNAPA AUTO PARTS - LA PORTE SITE PLANGRAPHIC SCALE
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10" PVC N=10.63'
8 PVC E=10.98
18" RCP S=10.33'
8" PVC W=10.93'
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CITY APPROVING AUTHORftY CERTIFI
BA&eZl✓ay ��,
This is to certify that the City of La Porte. Texas has approved this site plan and development of+ NMA A90
PARM — LA PORIE in conformance with the Ordinances of the City of La Porte.
R•S •
By. JA...
Dir ctor, loon' g Department
SITE PLAN ACCURACY CERTIFI
1, Brian Nawarc, am registered under the laws of the State of Texas to practice the profession of surveying and
hereby certify that the above site plan is true and correct; and that all bearings, distances, angles, curve radiuses, and
central angles are accurately shown on the site plan. �y//�►j
,�� OFT
qP r Fj Brian Nawaro
y �`6•` Texas Registration No. 6060
((( BRIAN NAWARA
6060 ...
11
WV
019.57
FOCM-AT&T
20.244 # 20 05
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MH
FND 1/2 IR
FND 1/2'IR - GRASS
GRASS P - P
P P--'-.
P 16' ALLEY
FND 1/2' IR W/ CAP c 169.00' GRAVEL
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N 35'0509 E - 0.307 GRA L
2. GM z z WM21.9
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FFF=22.59
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15"05" METAL LID� 49
�19.97
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(85, R.O.W.)
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f ' S 86.57'00" W - 97.09'
`0 21.7 21. M 24.43'
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222 @9S9
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LOT 23
LOT 22
W
C LOT 20 LOT 21 E--4Os
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FND RR SPIKE
LEGEND
B. L. - BUILDING LINE
FND - FOUND
H, C, C. F, - HARRIS COUNTY CLERK'S FILE
H, C. D, R. - HARRIS COUNTY DEED RECORDS
H. C. M, R. - HARRIS COUNTY MAP RECORDS
IP
- IRON PIPE
IR
- IRON ROD
R.O.W.
- RIGHT OF WAY
SQ, FT,
- SQUARE FEET
W/
- WITH
TYP
- TYPICAL
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- DRAINAGE SHEET FLOW
VICINITY MAP KEY MAP: I
NITS 540 X
NOTE:
1.) BEARINGS AND COORDINATES SHOWN HEREON ARE SURFACE, BASED ON THE
TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, (NO. 4204, NAD
83), AS OBTAINED FROM THE CITY OF HOUSTON C.O.R.S. SYSTEM, AND MAY BE
CONVERTED TO GRID BY MULTIPLYING BY THE FOLLOWING COMBINED SCALE FACTOR
OF 0.99988311913.
2.) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD
INSURANCE RATE MAP FOR HARRIS COUNTY, TEXAS AND INCORPORATED AREAS,
COMMUNITY PANEL NO. 48201-C-0945 L EFFECTIVELY DATED JUNE 18, 2007, THIS
PROPERTY LIES IN ZONE "X", AN AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN.
3.) THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDEWALKS.
4.) THIS SITE IS DESIGNATED AS BEING IN THE MAIN STREET OVERLAY DISTRICT
(MSO).
MINORDEVELOPMEIVTSITEP1"
IAV� 91A�
PAR TS ow
LA POR TE
A SUBDIVISION OF 0.4850 ACRES OF LAND
BEING A REPLAT OF LOTS 11-15 AND
LOTS 18 & 19, BLOCK 56, TOWN OF LA PORTE
(VOL. 67, PG. 196; H.C.D.R.)
IN THE JOHNSON HUNTER SURVEY,
ABSTRACT NO. 35,
CITY OF LA PORTE,
HARRIS COUNTY, TEXAS
1 BLOCK 1 RESERVE
NOWNERN
BRENT HECKENDORN
516 W. Main
LaPorte, Texas 77571
PHONE. • (281) 471-3133
N SURVEYORN
TEXAS ENGINEERING AND MAPPING
12810 Century Drive
Stafford, Texas 77477
Brian Nau Tara, R. P. L. S.
PRONE. (281) 491-2525 PAX. (281) 491-2535
JOB NO. 770-6
AUGUST 22. 2008
SWR Mli CONTRACTOR TO COORDINATE NEW SERVICE
SAN
RIM M 8°FL92.' 0 (FIELD VERIFY)P P P P P_
WITH POWER COMPANY. CONTACT MILTON HILL
ar 2s1-425-7313
EXIST ; E� DGE OF GR VEL ROAD GRADING LEGEND
P P P P P P P P P P P P P P
- 8" SAN 8" SA -
�- - SLOPE DIRECTION
DIRECTION OF FLOW
. GRAVEL ROAD x ALIBI_ I X rGRAVEL ROAD GRAVEL ROAD FF - FINISH FLOOR
a FL - FLOW LINE
'3" WTR 3" VTR
f - EDGE OF GRAVEL ROA - - - - - - - - - - - - - - - - - - TC - TOP OF CONCRETE
MEP100.40f - - - ' _ - - - - TP - TOP OF PAVEMENT
- - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------ - - - ---- a --• s---__---------- __---
GAS - - _ - - � TP100.60 �.°� - - - TP100.60 10 GAS •,°
x f0100.60 TG -TOP OF GRATE
- x -x TW - TOP OF WALK
MEP - MATCH EXISTING PAVEMENT S
i
OVERHEAD POWER MNG -MATCH NATURAL GRADE SCALET'=10'
6' CONCRETE COORDINATE WITH MEP PL - PROPERTY LINE
fiN PA /EMENT
a FG - FINISH GRADE
I $ EXTC - EXISTING TOP OF CURB
TC101.30 1G101.30
• 86 0 REVISIONS i
VIOO.80 101.30 1P100.80 AIDE -ADJUST RIM ELEVATION
FG100.80 Pima FGi0D.80
-- a REFER TO MEP DRAWINGS FOR EXACT LOCATION. NO. DATE DESCRIPTION j
20' BUILDING LINE 20' BUILDING LI ALSO RUM TO ONE LINE DIAGRAM. BENCHMARK DATA
-�
TP101.40 FG100.90 __ o / CT X ON TOP OF CURB,
FG/00.90 TP101.40 TBM Of SOUTHEAST CORNER OFSOUTH PROPOSED
I - BUILDING. ASSUMED ELEV=100.00
it GENERAL NOTES
I
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS OF SITE AND SHALL LOCATED
AND STAKE OUT PROPERTY LINES. SETBACKS, EASEMENTS. ETC., AND NOTIFY j
- x x.
I ARCHITECT IF ENCROACHMENT EXISTS.
.2. CONTRACTOR SHALL PROVIDE FOR SITE DRAINAGE DURING CONSTRUCTION SO
. 3. CONTRACTOR SHALL COMPLY. WITH ALL STATE COUNTY AND LOCAL - -
THAT WATER DOES NOT ACCUMULATE OR POND IN THE AREA OF WORK.
i
- REQUIREMENTS.
4. PER THE BOUNDARY SURVEY THIS SITE DOES NOT UE WITHIN THE 100-YEAR
i
Fl.00DPLAIN PER FEMA PANEL 485487 0945L DUNE 18, ROOT ,
5. NO DRAINAGE TO WEST MAIN STREET.
6. PROJECT CONSISTS OF A 6,000 COMMERCIAL RETAIL STORE IN THE MS
OVERLAY DISTRICT.
w 7. PROJECT SITE LIES WITHING THE MAIN STREET DISTRICT MSO ZONING
w $ o ? 8, OWNER OF THIS FACILTIY : r
i o iD co TWO _ ATIGN NAPA AUTO PARTS DIVISION W ;
o 4 HOUMN ®INTRI6T PRO LA PORTS TEXAS 518 W. MAIN STREET
Y ; A m A m CONTACT. BRENT HECKENDORN
b MA
22281-471-3133
s PREMULA
-EXISTING BUILDING (9
" PROPOSED BUILDING f+✓A d !'G.wY� C2 (PROPOSED BLDG9. PARKING LOT F6R000 + EXIST BLDG=5,500)
NON -CONFORMING STRUCTURE 6,000 SQUARE FEET O 4 PARKING STALLS FOR EVERY LOW SF
- = 11,500/1,000 = 11.5
FF101.50 = 11.5 x a = as
EXISTING BUILDING
TYPICAL PARKING STALL PER CITY OF LA PORTE TO BE 1O'xi8' STANDARD &
I
Lv FF 100.53 14'x2o' ACCESSIBLE. �•�j
?� o
i t REQUIRED PARKING STALLS a 48
~ i PARKING STALLS ROVIDED ON EXIST & PROP SITE = 24, THE REMAINDER WILL ^j
BE PROVIDED ON OWNERS LAND ACROSS 5TH STREET.
FEMA NOTE !
L.f 7 - - - : - x .. - z x x 1. THIS LOT IS NOT WITHIN THE 100-YR SPECIAL FLOOD ZONE "X" HAZARD
LOT 20, BLOCK 56, TOWN OF LA FORTIS AREA AS INDICATED BY FEMA PANEL 485487945L DATED JUNE 18, 2007.
LOTS 11-15 BLOCK 56, TOWN OF LA FORTIS $ LOTS 18,19 BLOCK 56, TOWN OF LA PORTS Cry
T g' J0IINSON HUNTER SURVEY, ABSTRACT 35, LA FORTE, JOHNSON HUNTER SURVEY, ABSTRACT 35, LA PORTE,j
JOHNSON HUNTER SURVEY, ABSTRACT 35, LA POR E, O
HARRIS COUNTY, TEXAS ~ HARRIS COUNTY, TEXAS" `�' I IARRIS COUNTY„ TEXAS VOL. 58, PG 460 DRAINAGE NOTE
1 �� [-+ w
to C4 1. CONTRACTOR TO ADJUST GRADES ACCORDINGLY TO FLOW TO TXDOT R.O.W.
i
I TC101.25
TP101.50 FG:0 :, 0
FG1101.15 O
TP100.80 V 1
I oti � I
III I I TPio0.7o .° W
II II II II III II I I e
EXISTING BUILDING
FF 101.00 r-1
_ I -
, PROPOSAL G � I
HANDRAIL o °d
� TC101.25
tT�
l I V1101.50 p� FG101.15
I
IVA
L/
! ° 0' BUILDING LINE x� 0' BUILDING LINE _ F�
t & - MEP700.00 TP100.00 TC101.25
i (2) STEPS PROPOSED 5' SIDEWALK T13101.15 EXISTING SIDEWALK
MEP100.65t
MEP100.00f i
I � TP700.00
E
TBM
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