HomeMy WebLinkAboutOFFICE WAREHOUSE SITE PLANLOT 3 LOT 2 LOT 1
16' PUBLIC ALLEY
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LOTS 29 & 30
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OVERHEAD POWE
W/ R.R. SPIKE O�^D
ELEV 21.12' (1978 ADJ) } `215
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NORTH TH BROADWAY AVENUE
(100' R.O.W.)
_ I — r8" WATER LINE
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LOT 3 I LOT 2
LOT 1
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PBYO CITY
STRUCTURE
ORNEWAY SHALL BE
4' REINFORCED CONCRETE
5 SACK, 3000 PSI WITH /4 (1/27 BARS
AT 2r O.C.E.W.
APPROACH SHALL BE
60 REINFORCED CONCRETE 5 SACK, 3000 PSI
WITH /4 (1/27 BARS AT 24' O.C.EW
TRIED TO THE IX. RE —BARS IN THE STREET
VARIES 10' M'n.
1/2' PREMOLDED EXPANSION JOINT RADIUS 3' MIN.
R.O.W.
/ 5' MAX.
FLOW UNE
i 1/2' SAW CUT IXISTWG PAVEM
�— CONC. PAVOUAW
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TYPICAL DRIVEWAY DETAIL
TYPICAL
OV�Y?�F S
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oil.
ry00�`04 !y/.190r
2>p0
GRADE 60 REINFORCEMENT (e
4500 PSI CONCRETE
H2O LOADING
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6"� .
N
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i—
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PARTIAL SECTION
LANnS64PE LE6vE00
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CR 3011C�:QTFR51 LgT111,11 NAME
(N6nmIA 6AL•gR4
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A . t�lKli�15T T{LEF-s 1-75 LF 5,83 5,6.Y 6 `.GEES
0 r'AV4'IW. Lvr 1'?-EE9 & SPS 10 = 0.60 1 1par
C.-rML.W-F- Mg1IP&PSr AtC�7 = 7TIl?EzS
P. 51,005 , Ja2. LAt-30�C' OuFf5A -jX 5 = 31r, ir7HIu6S
LOT 16
�x
1'
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LEGEND
—1
EXISTI[�G
PROPOSED
' — Z,
CONTOUR
by
SPOT ELEV.
6�
x
x
STORM SEWER
SANITARY SEWER
WATER LINE
C
CLEAN OUT
OC.O.
CURB INLET
'l==r�
MANHOLE
•
GATE VALVE
O
FIRE HYDRANT
•P•P•
POWER POLE
oP•P•
OAP*
LIGHT POLE
oLP•
■
CATCH BASIN
❑
F/L
FLOW LINE
F/L
T.Q.
TOP OF GRATE
T.G.
IRV.
INVERT
INV.
F.F.
FINISH FLOOR
F.F.
T.D.
�
TOP OF CURB
T.C.
J
LEGEND:
U.E. — Utility Easement
A.E. — Unobstructed Aerial Easement
B.L. — Building Line
(AIL as per recorded plat of subdivision)
DRAINAGE AREA IN ACRES
TOTAL ACCUMULATED C.F.S.
STORM DRAINAGE NOTES
1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND
PAY ALL FEES AND PRO RATA COST THAT APPLIES TO HIS WORK BEFORE
CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION
TO DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN
STORM DRAIN PIPE, ETC.)
2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
GUTTER GRADES UNLESS SHOWN ORE NOTED OTHERWISE.
3. THIS STORM DRAINAGE SYSTEM IS DESIGNED FOR A THREE YEAR RAINFALL
FREQUENCY USING 2.500 CFS PER ACRE.
4. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE
OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE.
5. LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN ARE BASED ON ABOVE
GROUND STRUCTURES LOCATED IN THE FIELD AND SOME INFORMATION FROM
RECORD MAPS PROVIDED BY PRIVATE UTILITY COMPANIES, CITY, AND COUNTY
UTILITY MAPS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY
FROM LOCATION SHOWN HEREON AND ADDITIONAL BURIED UTILITIES�STRUCTURES
MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING TH PROCESS OF
THIS SURVEY; THEREFORE, ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE
FIELD PRIOR TO ANY EXCAVATION. CONFLICTS FOUND DURING VERIFICATION
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. CONTRACTOR AND OR
OWNER SHALL CALL THE UTILITY COORDINATING COMMITTEE FOR THE HOIjSTON
METROPOLITAN AREA AT 713-223-4567, 48 HOURS PRIOR TO EXCAVATION OR
CONSTRUCTION.
6. ALL STORM SEWERS CONSTRUCTED UNDER CONCRETE PAVEMENT ARE TO BE
BACKFILLED WITH STABILIZED SAND UP TO SUBGRADE AND ALL STORM SEWERS
NOT UNDER CONCRETE PAVEMENT TO BE BACKFILLED TO 3" ABOVE THE PIPE
WITH SAND.
NOTE: DRIVEWAY IS TOO CLOSE BUT OK PER THE DIRECTOR.
NOTE: PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST COORDINATE WITH THE
CITY OF LA PORTE REGARDING REQUIRED PARKING DEVELOPMENT.
TYPE OF DEVELOPMENT: OFFICE WAREHOUSE
OWNERS: FRED & LINDA WESTERGREN
BUILDERS: UNKNOWN
ZONED: GENERAL COMMERCIAL
JOB ADDRESS: 531 NORTH BROADWAY
I, CHARLES E. BATES, 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 BEARING, DISTANCES, ANGLES,
CURVE RADII AN)D/)CENT,jtAL ANjaLES ARE ACCURATELY SHOWN ON THE PLAT.
THIS IS TO CERTIFY HAT THE CITY OF LA PORTE, TEXAS, HAS APPROVED THIS SITE
P IN CO ONCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
THIS PROPERTY LIES IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE
MAP - COMMUNITY PANEL NO. 4 8 2 0 1 C 9 4 5 J MAP REVISED: 11-06-96
REF. BENCHMARK CITY OF LA PORTE BM #29
CARRAGE BOLT W/ PUNCH MK AT INTERSECTION
OF MAIN ST. AND BROADWAY
ELEV = 19.07 (1978 ADJ) NGS '29
LEGAL DESCRIPTIONS
LOTS 31 & 329 OF BLOCK 108
TOWN OF LA PORTE
VOL. 1 PAGE 53 H.C.M.11
JOHNSON HUNTER SURVEY, A-36
HARRIS COUNTY, ' LA PORTE, TEXAS.
Lj
DTMn
Date
02-27-02
Scale
1 "=10'
Owner
FRED & LINDA
WESTERGREN
Job No.
2001643
Sheet,
Cm 1
OC -8-�09