HomeMy WebLinkAboutORLANDO GARZA SITE PLAN'BLOCK
69
LOT
17
LOT
33
BLOCK
52
LOT
32
LOT
32
A•nr*y ftAvs
Z `Ninon
S :Mari
I le
This S10,7dord App/lroa/e on open Ditch rype Streets
Marinzrlr ar WdfA 55-
SAN , aapAah, a L'onrrN. ai�rror
COOCr1/I CurA e'Mioi"tm Disfmcv rwm
Eayv of AvoLvr (cw& or Mod•vo c xowi
6"CdxrNi aI Edpv of Trove%id Rbad.ay
SrA,VDARD OPEN DITCH DRIVEWAY
.PLAAJ
21'.c2.1'r 2"
Iiaw -wy
--1
WHUllzlo vI,>`W
SIN WALL, KWr-K
auTfp TmurL At•L
WALL-5 ft 12°KLP
I•b(E: �iFa1�E C.p I�IHC'GRG�IIENT
aryvn Polcot�ItETE
H SO LOADING
g.I.s 'yATloN
Soutic : accata�c I�j-�[x 10'x 3O'
ccvx:nr,r ran• r.�+..w,r xc. 6A S 61-1 E�A'-21 t�
as aon.,mauY •.weoa na.• r»" • ro so....a.a w.o,
nvrN �oisrw.mw my
I
2," W4.TE;Z Lk
W.V.
FH,
FND 5/8" "G
.R. (801)
OWNERS
PROPERI
3
0
PROPOSED DRIVE
• o
SHLDR. EXE51: �'�r j r' 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL CSTAIN ALL PERMITS AND \ ��
PVFAT. t✓ �9MF �$ PAY ALL FEES AND PRO RATA COST THAT APPLIES TO HIS WORK BEFORE W �,�
p CONSTRUCTION INLET,
MANHOLES.
NCIAJOES ROOF DRAIINNSNING OR IN STREET. bM AND JACK. TIE TO
OUTSIDEDE DOWNSPOUTS CONNECTION E
TO DRAINACZ SYSTEM. CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN S IN ADAMS
O 439 S7oRM DRAIN PIPE ETC.)
LOW POINT SHOULDER 8% ® 7. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
f OF DRIVE EDGE GUTRit GRADES UNLESS 5140 N ORE. 401W OflHi ISE.
3. THIS STORM DRAINAGE SYSTEM 15 DESIGNED FOR A TWO YEAR RAINFALL
�
"'T
}_—
• FREaJENCY USING 3.07 CPS PER ACRE BEFORE DETENTION PIPE IS ADDED.
a0
- VARIABLE A. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE
�
SITE
OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE.
EXIST. 'S(�
�
Q
W POLK
S. LOCATION OF ALL UNDERGROUND UTILITIES AS S40MM ARE BABIED ON ABOVE
DITCH PROP. PIPE . ■ LADCATED IN THE AND INFORMATION
�
RECORD MAPS PRCACUND OVIDED DED BY PRIVATE UTILITY COMPANIES. AND COUNTY
1 ti �6 a LITILITY MAPS, LOCATIONS OF UNDERGROUND UTILITIE3/STRU TURES MAY VARY
�
FROM LOCATION SHOWN HEREON AND ADDITIONAL BURIED UTIL+TIES/3TRUCTURE3
+N•- MAY BE ENCIJUNTEREU. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF
WEST MAIN
STREET
THIS SURVEY, THEREFORE, ALL UNOMSPOUND UTILITIES SHALL BE VERIFIED IN THE
00 FIELD PRIOR TO ANY EXCAVATION. CONFLICTS FOUND DURING VERIFICATION
DRIVEWAY PROFILE (OPEN DITCH) SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. CONTRACTOR AND/OR
OWNER SHALL CALL THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON
NOT TO SCALE t; METROPOLITAN AREA AT 713-223-ASb7 48 HOURS PRIOR TO EXCAVATION OR
B LOC K
68
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D +� > II 151,7E A f2IC] NCI
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d'
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�! 0 25.00
LOT 16
C60' R.0.vv.
PROPOSED
METAL BL7C
FF. 20. 50
cp
s
\�,gfl 1�
SET 1/2"C.1.R, VV EST
,o
n j
Lu i
P�TF-OT OQ SUMt AP-Y
t, TOT -AL- AR-5A OF 51TE 0. t435,�IG. v
2, AF-E,4 5Et2`# Ep �EM�I~2..�1 �Cls))10 5% 0. (08S,�A°
3, V N-wnao 5TO FAGp- �TE'l csl 0,20 AG�`FT� x
.TI OlJ ETC E YDLI1h�! E �'El�CI1CJ=D o. 2C�D, S. �24 ,a%"��) 103, IZGu•�T
13, MTF,0-rl0 I ' ram VO LUMI- f POV(DCC7 0, 0052 Ac/FTCA 35667) 127, 5q Gv. F7'.
6, MAX 1 M u M DE51GI`1 W,&,Tt12 5ue•FgCE. 19 - zo VT"
-7, M4x1MLIM OUTFLOW ALLoWEU a,07ISC,F.S.
6, MA,>0MOtA OUTFLOW pRoVtC�F..p oro7(6 CF15
q, �ZI~STP- IGTo4Z .S(ze
rx� �
PARTIAL SECTION
C•a•
L OT ►7
PfE 1P LIVE OAK - 40 GAl..IPM MIN
LATIN NA16e, VIRBINIANA
1'RD vssw RID TIN• M4OTQiIA - 3 6AL a 5com compis
LA11N NAME, P 10TINIA dL.A 'ate►
LhNDSC�LIPE ,4NALY5ts i✓DfzM
A• �iREET TEES l75LF =• 30=5.83�6T�5?
1-:�• PAW,4W= icr T;Z15E5 10 = 0.60 CI 7mezi)
C. Ta('A L THEE 1Z�Lit�EM6tJT5 = 7 'it2�
1:5- WW-EkT 0>- yt71; �6-9WE FOP- L W-;G'W1A�= tg%
5 ePLOV 119r t 2
1 �aNr�cG,4p
GRADE
4500 I
H2O LI
' CONSTRUCTION.
O� b. ALL STORM StVIERS CONSTRUCTED UNDER CONCRETE PAVEMENT ARE TO BE c!�
'Q BACX?T I LLED WITH STABILIZED SAND UP TO SIJDCaRADE AND ALL STORM SEWERS
NOT UNDER CONCRETE PAVEMENT TO BE BACXFILLED TO 3" ABOVE THE PIPL'
OGI
WITH SAND,
`ct�T e�T O
60 REINFORCEMENT ?�'
ISI CONCRETE
AnIN
SCALE: NONE
6atJC, t7P.I V F.
LOT 3 4 �� t LOT 3 3
40.00
4t' yb 41f) OPOSEE)
11
i-
LOT 1
125.00'
BLOCK
5 3
X V Dti
V) G! N I 7 Y M A P
NO SCALE
LEGEND
EXISTING
PROPOSED
— —
CONTOUR
0�
��•
�•
SPOT ELEV.
x
x
STORM SEWER
---
SAN I TARY SEWER
WATER LINE
---
D
CLEAN OUT
oCo
CURB I N LET
MANHOLE
Q
GATE VALVE
f�
FIRE HYDRANT
op
•P P
POWER PULE
F
L.P.
LIGHT POLE
oL P
■
CATCH BASI N
❑
F/L
FLOW LINE
F/L
T.G.
TOP OF GRATE
T.G.
INV.
INVERT
I NV.
F.F.
FINISH FLOOR
F.F.
T.C.
TOP OF CURB
T.C.
LEGEND:
U.E. - UTILITY EASEMENT
A.E. - UNOBSTRUCTED AERIAL EASEMENT
B.L. - BUILDING LINE
C.1. R. - CAPPED IRON ROD
(ALL AS PER RECORDED PLAT OF SUBDIVISION)
,9' WOOD FENCE
--X CHN. LINK FENCE
TYPE OF DEVELOPMENT: METAL BUILDING AND PARKING LOT 6� ,JAL t3SF-
OWNERS: ORLANDO GARZA
BUILDERS: ORLANDO GARZA
ZONED: Get.. GoMrtct�4L
JOB ADDRESS: _ C 18 N.
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 I S TRUE AND CORRECT; AND THAT ALL BEARING, D I STANCES, ANGLES,
CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
f Nil 17� 48 PARKING o 07 6 I TH 1 S 15 TO CERTIFY THAT THE CITY O . LA PORTE, TEXAS, HAS APPROVED THIS SITE
4, '4'6F o. I i cam, o I PLAN AND DEVELOPMENT OF THE DPL64JI� U41A SrO4ZAGF I11Lf�lNG
5�rnotmg `°`? �� `A.�b I CO F MANGE WITH THE ORDINANCES OF THE CITY OF LA PORTS.
L
v ` ,
wTr� 42 TY OF'L T , EXAS
m WM ` LOT 3 2
QI
THIS PROPERTY LIES IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE
.4 PARKING SPACES 9 101 MAP - COMMUNITY PANEL NO. 485487-0945-J MAP REVISED: 11-6-96
ELEVATIONS ARE BASED ON MEAN SEA LEVEL N,O.A.A, 1992-1978 RELEVELING
—p— — NOTE: ALL UTILITIES SHOWN ARE AS PER CITY OF LA PORTE UTILITY MAPPING
L Al40 \A.�� PROGRAM.
REFERENCE BENCH MARK: LA PORTE CITY SURVEY MARKER # 28 - BRASS CAP WITH
\q PUNCH MARK ON WEST MAIN ST. EAST OF HIGHWAY 146 AND WEST BROADWAY
ELEVATION: 22.38 (1978 ADJ.) NGVD'29
SET 112'1 C. I. R.
LOT NOTE: THIS SURVEY WAS CONDUCTED AT THE OWNERS REQUEST WITHOUT THE BENEFIT
OF A CURRENT TITLE REPORT, THE S4RVEYOR HAS NOT ABSTRACTED THIS PROPERTY
AND SHALL NOT BE HELD LIABLE FOR ANY EASEMENTS AND/OR RESTRICTIONS THAT
LOT 2 Nis- ALL ON -51TE �.-1=�C>�ICAL_ A CURRENT TITLE REPORT WOULD SHOW.
TO LLCg Ti f'ME9 E bl-e -
X,0.�� b� CY4NEIZ M46rC�It-4TE WIT1t LEGAL DESCRIPTION:
TPI- CITY F WaTE f��DI�
puY.� LOTS 34 AND 1 IN BLOCK 53
PLANS FOR:
PAVING GRADING & DRAINAGE
OF TOWN OF LA PORTE
AS RECORDED IN VOL. 38, PG. 57 H.C.M.R.
IN THE JOHNSON HUNTER SURVEY, A-5
�.� o�AI�E Au�A IN ACRES CITY OF LA PORTS, HARRIS COUNTY, TEXAS
TOTAL ACCUMULATED C.F.S.
1
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