HomeMy WebLinkAboutWATERMILL EXPRESS SITE PLANSEX. FN
8" WTR.
EXISTING 3/4"
WATER METER
EX. DRI VEWAY W EX. )RI �EWAY
EAST - 100' EAST - 100'
20' FRONT YARD SETBACK LINE PROP. 1" WTR.
METER POPE
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WEST - 100' 2
PROP. 1 1Ij
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CONNECT 1 1/2" FORCE MAIN LATERAL _ _EAST - 91.17
INTO EXISTING 4" SANITARY SEWR
LATERAL. CONTRACTOR SHALL FIELD
Q I VERIFIED THE EX. LATERAL LOCATION
AND DEPTH PRIOR TO ANY
EXCAVATIONS.
GRASS AREA
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SANITARY SEWER EASEMENT Y
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JOHNSON HUNTER SURVEY, A-35
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10' REAR YARD SETBACK LINE
WEST - 291.17'
— — — — —EX 18 " SA N. S WR. — — — — — — — — — — — — — — — — —
W. FAIRMONT PARKWAY
(100' R.O.W.)
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EAST - 392
EX. SIGN
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TRACT 3
BLOCK 1107 AND 1108
JOHNSON HUNTER SURVEY, A-35
3.2145 Ace
WEST - 3
WEST (SOUTH) "K" STREET
FLOOD STATEMENT
THIS TRACT IS IN FLOOD ZONE "X" AND NOT WITHIN THE 100--YEAR FLOOD
PLAIN ACCORDING TO THE FEMA MAP 48201 CO945L DATED JUNE 18, 2007.
OWNER: DEVELOPER:
1900 STRAWBERRY COPR. WATERMILL EXPRESS LLC
1955 W. TC JESTER BLVD. 3616 CONFLANS RD. CITY APPROVING AUTHORITY CERTIFICATE
HOUSTON, TEXAS 77008 IRVING, TEXAS 75061 THIS IS TO CERTIFIY THAT THE CITY OF LA PORTE, TEXAS HAS
PH: (713) 866-8111 PH: (972) 399-0583 APPROVED THIS SITE PLAN AND DEVELOPMENT OF WATERMILL EXPRESS
IN CON ORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
BY:
DIRECTOR, kANNING DEPARTMENT
30' 15' 0' 30'
GRAPHIC SCALE IN FEET
SCALE: 1" = 30'
VICINITY MAP
N.T.S.
PROJECT DATA:
LEGAL DESCRIPTION ........................ JOHNSON HUNTER SURVEY A-35, LA PORT, TX.
LOTS 9-23, TRS 1-THRU 8 & WEST PT.
TRS 24 THRU 32, BLOCK 1107 & ADJ. ST & ALLEY
HCAD# 024-187-007-0001
PROPOSED ADDRESS ........................ 303 1 /2 W. FAIRMONT PARKWAY - LA PORTE, TX
ZONING ............................................ GENERAL COMMERCIAL (GC)
DEVELOPMENT TYPE ....................... WATER VENDING
PARKING:
EXISTING PARKING = 158 SPACES
THE INFORMATION SHOWN ON THIS SITE PLAN
ARE FROM RECORD DRAWINGS. THE ENGINEER
IS NOT RESPONSIBLE FOR THE ACCURACY OF
THE INFORMATION SHOWN ON THIS DRAWING.
CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES
AND CONTACT ALL UTILITY COMPANIES 48 HRS
PRIOR TO ANY EXCAVATION. 1-800-DIG TESS
SITE PLAN ACCURACY CERTIFICATE
I, TUAN P. LAM, AM REGISTERED UNDER THE LAWS OF THE STATE OF
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY
CERTICIFY THAT ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT
ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
ANGLES ARE ACCURATELY SHOWN PER THE PLAT PREPARED BY H.
CARLOS SMITH ENGINEERS AND SURVEYORS, INC. IN 2003.
TUAN LAM, P.E. # 86968
TEXAS REGISTERED ENGINEER
THE SEAL APPEARING OWTHIS DOCUMENT WAS AUTHORIZED BY
TUAN P. LAM, P.E. 86968 ON 05/_16t12. ALTERATION OF A
SEALED DOCUMENT WITHOUT THE PROPER NOTIFICATION TO THE
RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS
ENGINEERING PRACTICE ACT.
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SITE PLAN
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