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o' a L ID GS. L.I at E m \ i3 z��o o ELEVATIONS ARE: IN FEET AND REFER TO N G. V. D F- 19
RELEV L NG,.REFERENCE BENCH MARK IS U.S,G.S. F-1147LOCATED AT
1 Z / A �1 p (� IB' GurrER -_ STATEEHYW. 146 AND WEST BARBOUR' S CUT BLVD. NEAR BAYSHORE MOTEL,
A _ i v , O, /G,4e. 1 el •s eaRs ELEV.
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LI ER.; Q-/66a + EXIST. INLETTo
INLET TD E REMOVEil „vi' p'ToP )9.Bo CO •3 BARSFILL PIPE' Wr/CONC_ v~'ili.1i /' %� �/ r O .ETE
POUREDREIF N NR PLACE STIFF MORTAR MIX i
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.7 � NAME OF DEVELOPER: PORT AUTO TRUCK STOP
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BOARD 1(�/
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TYPE OF DEVELOPMENT: , COMMERCIAL
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�- ; : _ + �_0.70 �a. OWNER: INEFAIR INC.
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1 y • ;� , - GI J 7I
5_ s Vic_ , t.. l¢ TYPE A INL b N
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BUILDER: DMAC CONSTRUCTION CO.- INC.
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b �^pz i OP `` � LEDGEND �
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R OP- ?i POWER POLE P.P.ZONED: ®-I
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n \ O t _
_)_'. �t �C`, I / U . GRQ_ s GUY ANCHOR GUY
_ JOB ADDRESS._ . 904. WEST AR A C. , OVERHEAD ELECTRICAL, ._ __O.. H. E .. _: B BO U R S CUT BO U LEV R D
Cc _
\a 1 • ')li ;'n r. +�^� z ti \ _I .tiO ; LIGHT POLE, Q 1 ..-si F L\CE o ;� A -I(. 9 O - E L P.
ary / - KEY MAP LOCATION: 540-Y
�+ FIRE HYDRANT F.H.9
� O WATER VALVE, W/V
4- MANHOLE MANHOLE M. H �y0 NOTES:
423 ! v L� o / LD L1 E ' ,, ae \ _ EXISTING ELEVATIONS x�
6 L------------ --- -- /-� 1 `.��v 'PROPOSED GRADES P 1. ALL P.V.C. DRAINAGE PIPE SHALL BE ASTM D 2241
SDR 21 BED 1N AND BACKFILL WITH CEMENT T
__._--, � �a // r � � .: cy �'�°.o\F. � t.•r � � TOP OF CURB GRADE.. TC ,
� fir; _. � �G � ,- GUTTER G EMEN S ABALIZED
•i / t3 l.E.-18.90' TER GRADE G SAND TO BOTTOM OF BASE. THIS IS TO CERTIFY THAT THE CITY OF LA PORTS, TEXAS HAS
p Sew „1PAVEMENT GRADE P
t y 2. ADJUST TOPS OF EXISTING INLETS TO BE USED TO APPROVED THIS FI PLAN. AND DEVELOPMENT OF PORT AUTO .
� I � / , �/ ,; / - , , p � � � � :: - - POINT OF CURVE. P. t,. TRUCK STOP FOR FINEFAIR, INC. IN CONFORMANCE WITH THE -LAWS
-02 °° ,, ° G,.Gu.vb ;37cFs - ',4 o.,'=`�',i. / /o °`il-A!' 4' . � EXISTING ":'INLET - ■ NEW TOP ELEVATIONS AS SHOWN.
/ d• (�•34 2 OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF
G.2o.z8 c'.zo.o3 N�� U 0 PROPOSED INLET ❑, LA PORTS.
(� �zo.o� �zo.i o.qa l� -r _ o 1 4�C� 0 3. INSTALL NEW OUTLET PIPE TO EXISTING INLETS AS
_ c.zonf3 /IVGEr o� r �� _ g.2Ag 7'" c WATER LINE
r1Ltr- &.20.(8 r Z� - '2 -.- 4 i _.: _..-,,. -- SHOWN..
I Tc.2).aa-- 1 6 m c.zo:at (.z. ou+W. oS3,a.: / •z - SEWER LINE
, - a- 4. ALL NEW INLETS TO BE TYPE A GRATE INLETS AS
. 1 1/2 LIVE OAK - -
g�b . pl• 9�`"i" s 6o m ?_ 30 /s �,` - PER DETAIL AND .CURB INLETS AS SHOWN.
!o'owrl 40 „ s_ LIGUSTRUM,; RED TOP,, ' CITY OF LA PORTS, PLANNING ATTEST, CITY ENGINEER
E, AND/OR CREPE MYRTLE 5. CONTACTOR TO REMOVE AND REPAIR ALL WASHOUT
r AND` HOLES IN EXISTING PAVEMENT WITH TYPE GS-300
=ptL �jp•'/t1.�. tit. /Z.SS - '
M� /•E•!79' 3925 CEMENT STABALIZED CALCIUM SULPHATE MATERIAL TO BE
Tp tA.Gt TG l9..42 i8 �$
d8.9Z Er REMOVED TO TOP OF SUBGRADE. `/
s9' S 6. NEW GRADE SHALL BE ESTABLISHED WITH CALCIUM C �P y 7- 8?a3 Y' $aa3y RECEIVED
a SULPHATE TYPE GS-300,' & 2 OVERLAY OF HOT MIX P� iNSPECTI NS
. ASPHALT CONCRETE, TEXAS DEPARTMENT OF TRANSPOR- y-�'f 9'i
TATION, ITEM 340, TYPE C (COURSE GRADED SURFACE `�/a�19%
COURSE
FLOOD STATEMENT
• _ - ) TACK COAT OF MC70 SHALL BE APPLIED ,
HAVE EXAMINED THE;FLOOD INSURANCE RATE MAP
PRIOR TO PLACING H.M.A.C. LEGAL DESCRIPTION
7. :'DRAINAGE DESIGN BASED ON 2 YEAR FREQUENCY ..
COMMUNITY PANEL NO.48201c0945J, BATED NOVEMBER 6,_' ' ` ; ' = - ,,
. AND RATIONAL METHOD OF 6 6177 ACR3ES Off; LAND
1996, AND HAVE DETERMINED THAT THE TRACT HEREBY I, H. Carlos Smith, do hereby certify that this plat ,correctly DESIGN.
" esents a`surve made undermysupervision, and that the facts
OUT `OF 'BLOCK 5
SURVEYED LIES WHOLLY WITHIN ZONE X" OR AREAS repr y y t? 8. CONTACTOR SHALL' NOTIFY THE CITY OF LA PORTS
NEBRASKA SYNDICATE;'.
DETERMINED TO B OUTSIDE - • $'--. as found on the round at the .time of the survey are as. shown- -
E OU S DE 500 YEAR FLOODPLAw. �,, , g y DEPARTMENT OF PUBLIC WORK AT 713 471 9650 AT
VOLUME 84,PAGE'
WAR a on. All corners an le oxnts 'and oints of'ourve:'are marked
_ AGE 345•H.CD.R.
WARNING: THIS STATEMENT. IS BASED ON SCALING THE - -r3� a, • " , , here g P P ,
t-, LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION:
1 a,,.._. " JOHN$ON HUNTER SURVEY- A.35
s, •' , ...� on -rods, not less than '30 in le h and that. this. -
LOCATION OF SAID SURVEY- ON THE ABOVE REFERENCED .. with 5/8 it r ngt ,,.:
9. CONTR T
_ 8F AC OR SHALL NOT OPEN OR CLOSE ANY WATER LA PORTS, HARISS COUNTY :TEXAS
MAP. THIS INFORMATION 1S TO BE USED TO DETERMINE plat; complies with the requirements' as specified in the City of La �,
q.. 4•,
r VALVES. THE CITY OF LA PORT DEPARTMENT
FLOOD INSURANCE RATES ONLY AND IS NOINTENDEDs, Porte Development Ordinance.tp 1� Q E OF PUBLIC
T TO -- =
.,.� ,.,.:. : :.. ,. a'.�k .. it ,
IDENTIFY SPECIFIC FLOOD CONDITIONS. y,�
�:" - :: k n _. . WORKS :SHALL LOCATE -AND OPEN ALL WATER LINES:..:
3
1.
wITNEss D AND S AL TH HAY of ;�, cARLOs SMITH 10. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING
+. :.... ?. DATE.. J:.; ..;. :r SCALE
" COMMITTE` AT LEAST 48 HOURS PRIOR TO CONSTRUCTION AND "
/ = m i 99z <SMITH .4
AN SHALL : H.;GARLOS.
r, i . D LL COMPLY IN ALL RESPECTS TO O.S.H.A. SECTION
ass .<
E H.: CARLOS: SMITH _ ; ��. as ANo suavEvoas, INC.
�. ._.... �oD.No...
1926.651 GENERAL EXCAVATION 2 REQUIREMENTS. _
S5IONAL LAND SURVEYOR N:
TEXAS REGISTERED. PROFS Y O. 1228 ,-a
..P.OI BOX 529 .:. 423. N:'1•iIrYY..
-
�� "2 G I 9.ax RTE.TEXAS.775 0529
3 97 / 97. _.- IA PO 72. SHEET.
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A -1 !� _ /.87 may, .20t.Z,, ; + _ 20 �.
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� Iv L NAL FLOODS, �
;- - .. � ,: ,, .__ 1000 WAT / \ + .cg :.,._ / 2 � ' z/ -'-'_ _ .,4,•/MEET ,°�: o< ' '°
a N ._5 -...TREATED OOD POLE 0 ,
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/ TYP. CONNECT TO TIME CLOC IN CONY. TV r9. Q14. 30 T.C.2o..rg />�cE� �� r� • zZsli': t9•to
S RE. E-1 dc.,Y �90 97. S zzF
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o RB 2
ti.O.y . '� 4 RECEIVE
�,- LINSPECTIONs
••r /N /o • oa7�/ ®j,o •4'S � 12�8 p. r
of TC 1 as ga,
6E!��b� TC �� { STATE HIGHWAY 146
i $.53
1 � R.O.Wz VARIES-i'>,?�
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(FEEDER ROAD UNDER CONSTRUCTION) ,9T
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DATE
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s�P/ 97 L05SMITH:.
O.SURVEYGR5`1 ..
...ENGINEERS YIN Joe NDRA
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` af, �. ✓. ... X, ,.., ..423 N. HWX:.. 146 ..:...., .. :-.
P.O. 80 529> / ,.,.
7757,
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