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O . I 40' FLOOD STATEMENT
OWNER/ DEVELOPMENT: La PORTE RETAIL LLC Z I THIS TRACT IS IN FLOOD ZONE "X" AND NOT WITHIN THE 100 YEAR FLOOD PLAIN
Cfl � I ACCORDING TO THE FEMA MAP /48201CO945 L. DATED JUNE 18, 2007.
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I EXISTING PAVEMENT CENTER
CONCRETE I
CITY APPROVING AUTHORITY CERTIFICATE
EXISTING
I F-THIS Is roCERTIFY THAT THE CITY OF to PO TEXAS HAS APPROVED
(n DRIVE
PORTE, ROVED THIS SITE
J PLAN AND DEVELOPMENT OF ICE SOLUTIONS IN CONFORMANCE WITH THE ORDINANCES
0 0 U� Q _ — OF THE CITY OF La PORTS
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PROPOSED Q 8Y.
Legal Description: POWER POLE T EE X RECTOR, NING DEPARTMENT
30 POWER COORDINATE PROPoSED I
LTS 1 T11RU 31 BLK 1110 EXACT LOCATION IN FIELD MACH NE L T1 I w
LA PORTS Q , CLR. ON I E AC INS TO BE S ON
i CTRM EXISTING I ~ r—
ACOC EPA .�
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UTILITY CONSTRUCTION NOTES X + E i TING to C R QU RE ENTPLAN ACCURACY CERTIFICATE 1
w� STUCCO SIDING I AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE '
1. WATER AND SEWER TAPS SHALL BE PER REQUIREMENTS OF THE CITY OF La PORTS. y I ROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE
WATER TM AND METER TO BE INSTALLED BY CITY. SERVICE LINE TO PROPERTY LINE
AND CORRECT, AND THAT ALL BEARINGS DISTANCES ANGLES CURVE RADIUSES AND CENTRAL ANGLES EXISTING PAVEMENT s.o' I
TO BE INSTALLED BY CONTRACTOR. I EXISTING I ARE ACCURATELY SHOWN ON THE PLAT.
2. SANITARY SEWER BACKFILL AND BEDDING PER DETAIL THIS SHEET. DRIVE rn C' SAWCUT
3. SPECIAL BACKFILL FOR SANITARY TRENCHES UNDER PROPOSED PAVEMENT SHALL BE s s
2 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 4 SHRUBS MIN. 5 GAL. 4 c TC EX STI G I KE CHEN I
P EM NT EL
4. GUIDELINES SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
SHALL BE OBSERVED BY THE CONTRACTOR. TEXAS REGISTRATION NO. 79711I
5. WATER LINES AND SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE I 2 PROP. TREES
2" CAL. MINIMUM ,
WITH THE CITY OF La PORTS STANDARDS. AS CURRENTLY AMENDED. �, I
& MINIMUM HORIZONTAL (OUT TO OUT) CLEARANCE BETWEEN SANTTARY SEWER AND _
WATERLINES IS 9 FEET, UNLESS OTHERWISE INDICATED. PROP. 2" PVC PIPE 9'0 EXISTING CONCRETE
7. SANITARY SEWERS WITHIN THE PROJECT SHALL BE PRIVATELY OWNED, OPERATED, AND TO SEWER SYSTEM PAVEMENT I
MAINTAINED BY OWNERS.
& ALL SPOIL MATERIAL SHALL BE REMOVED FROM SITE UNLESS OTHERWISE DIRECTED BY
OWNER OR ENGINEER I I —
9. ALL WATER LINES TO HAVE A MINIMUM OF 4 FEET OF COVER BELOW EXISTING I
NATURAL GROUND AND/OR PROPOSED PAVEMENT. a 150' N
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10. ALL WATERLINE SERVICE PIPE SHALL BE PVC, AWWA C900. w _ _ Z
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11. ALL CONCRETE CONSTRUCTION SHALL. BE IN ACCORDANCE WITH LATEST EDITION OF z I to
ACI-318. J U I
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12 ALL CONCRETE FOR UTILITY CONSTRUCTION SHALL HAVE A 28 DAY MINIMUM 3 W 70' STRUCTURE CENTER
COMPRESSIVE STRENGTH OF 3000 PSI.
13. SANITARY SEWER PIPE MATERIAL IS PVC (SDR 26). ASTM D-3034. m 70'
o + I
14. ALL SDR/DR PVC PIPES ARE TO HAVE RUBBER GASKETED BELL -AND -SPIGOT TYPE N J EXISTING
JOINT ENDS, ASTM F477. ALL DR PVC PIPE USED IS TO HAVE CIP SIZE ODS. 6 E X I STING TREE EX. SAN.
DRIVE SAWCUT OR -BAR 150 MH
15. CONTRACTOR SHALL CONTACT THE CITY OF La PORTE AT (281) 471-5020 AT LEAST UNDER DRIVEWAY I/R
48 HOURS PRIOR TO COMMENCING CONSTRUCTION. I 3- EXISTING WATER METERS I
IS. CEMENT STABILIZED SAND FOR SANITARY SEWER BEDDING SHALL PRODUCE A MINIMUM 266' PROP. 1 " WATER METER W/
UNCONFINED COMPRESSIVE STRENGTH OF ONE HUNDRED POUNDS PER SQUARE INCH I I 1" CPVC WATER LINE BACK FLOW PREETER
(100 PSI) IN FORTY-EIGHT (48) HOURS WHEN COMPACTED TO NINEIY-FIVE PERCENT FOR BUILDING METER BY i
95X) STANDARD PROCTOR DENSITY (ASTM D 698) WITHOUT ADDITIONAL MOISTURE rn EX. SAN. CITY OF LaPorte, FEES BY _
MH CONTRACTOR. EXISTING 8" SANITARY LIN --'- -- � W
CONTROL CURED (ASTM 'C 31, TEEM 9). AND TESTED IN ACCORDANCE WITH ASTM C 31. � ~
- SANITARY LINE --V —_ I
EXISTING 8" SANIT ----- '"'""�- MH
.- -�_ ._----- I I 1 \ I EX. SAN.
EX. SAN.
NOT P AVED)
. �__- _`R E E T ( EXISTING 6" WATER LINE —
EX. SAN. .�-�. S � PROJECT BENCHMARK: DF a
MMM� FLOODPLAIN REFERENCE MARK NUMBER 060020 IS AN HCFCD
(6 0 ' R , Q . W.) PROP. 1" TAP ON ALUM DISC STAMPED F 216 BM-03 ON BRIDGE AT FAIRMONT CI-
EXIST. 6" WATER PARKWAY AND F216-00-00 LOCATED ON DOWNSTREAM CONCRETE
LINE TAP CITY WALK ON S. SIDE OF THE EASTBOUND ROAD AND IN THE CENTER '
POINT OF OF LaPorte, FEES OF THE BRIDGE IN KEYMAP 58OF IN THE GALVESTON BAY
CONNECTION FOR WATERSHED NEAR STREAM F 216-00-00
PROP. 4" SAN. SWR. BY CONTRACTOR. ELEVATION = 12.97 NAVD 1988, 2001 ADJ.
SERVICE TO EXISTING l
SANITARY LINE. F.I.R.M.
ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM RATE
NOTE: MAP NUMBER 48201CO945 L, REVISED JUNE 18, 2007 THE
SUBJECT TRACT LIES IN FLOOD ZONE X, AREAS OF 0.2X ANNUAL
THE BUILDING IS SUBJECT TO EXTERIOR BUILDING DESIGN STANDARDS OF 10OX CHANCE FLOOD; AREAS OF 1 X FOOT OR WITH AVERAGE DEPTHS
MASONRY OR GLASS PRODUCTS APPROVED 8Y THE CITY ON ALL 4 SIDES. OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%
ANNUAL CHANCE FLOOD.
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