HomeMy WebLinkAboutFIRE TRAINING FACILITY TRUCK BAY & STORAGE FACILITY RESTROOM1,9 6a
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TYPICAL WALL DETAIL "B"
2" WATER METER
PROVIDED BY CLP
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PROVIDED BY CLP
PROP. 4" SAN. SWR.
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ATER FAUCET
ACCUUM BREAKER
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BENCH MARK
ff/0 LA �-UNIL �iUKVLY MAr, ANLA '16, FU. 1, HIZ-Ui.
T.B.M. "X" ON NORTH RIM OF MANHOLE @ SOUTHWEST CORNER
23RD STREET AND "C" STREET, ELEVATION 20.63. (1978 DATUM)
CONSTRUCTION NOTES:
1.) CONCRETE SHALL BE CLASS "A",
3000 PSI CONC. @ 28 DAYS
2.) CONTRACTOR SHALL BE RESPONSIBLE TO
PROVIDE CONSTRUCTION WATER. CITY OF
LA PORTE CONSTRUCTION WATER METERS
ONLY SHALL BE USED TO OBTAIN CONST—
RUCTION WATER. METERS MAY BE
OBTAINED AT LA PORTE CITY HALL.
3.) CITY OF LA PORTE PLANNING DEPARTMENT
SHALL BE NOTIFIED 48 HOURS PRIOR TO
CONSTRUCTION.
4.) ANY EXCESS SOIL SHALL BE SPREAD ON SITE.
5.) CONTRACTOR SHALL CONTACT THE UTILITY
COORDINATING COMMITTEE FOR THE
HOUSTON METROPOLITAN AREA 48 HOURS
PRIOR TO CONSTRUCTION @ 223-4567.
6.) LIME STABILIZED SUBGRADE (6%), THE
USE OF DEHYDRATED LIME IS NOT ACCEPT—
ABLE FOR SUBGRADE STABILIZATION BY CLP.
7.) SUBGRADE SHALL BE PROOF ROLLED PRIOR
TO STABILIZATION. ALL SOFT AREAS SHALL
BE EXCAVATED TO SUITABLE SOIL, THEN
BACKFILLED AND COMPACTED WITH LIFTS
NO GREATER THAN 8" BY CLP.
8.) CONSTRUCTION STAKING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
9.) CONCRETE SHALL HAVE A BROOM FINISH
UNLESS OTHERWISE NOTED.
10.) GRADE BEAMS SHALL BE INSTALLED WITH
3" CARTON FORMS IF USING A DRILL FOOTING
DESIGN.
11.) CAST IRON TRENCH DRAIN SHALL BE A
NEENAH #R-4999—DX (TYPE P GRATE
OR APPROVED EQUAL.
12.) BUILDING TO HAVE A 12' EAVE HEIGHT
WITH A 1 TO 12 SLOPE.
13.) THE COVERD AREA STRUCTURAL MEMBERS
Z—PURLINS AND SUPPORTS SHALL BE PAINTED
WITH A TWO PART EPDXY PAINT.
14.) REMOVE A MINNIMUM TOP 6" OF EXISTING
SOIL / FILL SHALL BE SELECT FILL WITH A
PLASTIC INDEX RANGING FROM 7 TO 20
AND COMPACTED TO A 95% MAXIMUM DRY
DENSITY BY CLP.
15.) SANITARY SEWER UNDER PAVEMENT SHALL
BE CEMENT SAND BACKFILL UP TO BOTTOM
OF CONCRETE BY CLP.
16.) A/C UNIT FOR RESTROOMS WILL BE A 2 TON
UNIT W/ A COMPRESSOR UNIT ON THE EAST
SIDE OF THE STRUCTURE AND HAVE AN
EVAPORATOR AND AN AIR MOVER INSTALLED
HORIZONTALLY ABOVE THE REST ROOMS
WITH FLEXIBLE DUCT FOR EACH RESTROOM.
17.) CEILING FANS SHALL BE 56" MOISTURE RESISTANT
W/ A 265 RPM MOTOR (DAYTON #4C771 OR
EQUAL). SWITCHES ARE TO BE INSTALLED INSIDE
STRUCTURE NEAR AN ENTRY DOOR.
18.) INSIDE LIGHTING SHALL BE T96T12HO SHEILDED
FIXTURES W/ APPERTURES (120 VOLT) OR EQUAL.
19.) OUTSIDE LIGHTING UNDER CANOPY SHALL BE
T96T12HO SHEILDED FIXTURES NON APERTURES
(120 VOLT) OR EQUAL.
20.) FLOOR DRAINS IN RESTROOMS SHALL BE EQUIPPED
WITH TRAP PRIMERS.
21.) PROVIDE VACCUUM BREAKERS ON ALL HOSE BIBS.
22.) PROVIDE EXIT LIGHTS WITH BATTERY BACK UP.
LIGHTING AT ALL EXIT DOORS.
23.) ANY PENETRATIONS THROUGH THE FIRE RATED WALL
SHALL BE SEALED OFF WITH APPROVED FIRE RATED
CAULKING.
24.) SCORE SIDEWALKS AT 4' INTERVALS
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CATY (O"T LA PORTE.
FIRE TRA7NiNG FACILITY
DRAWNBY:SPARKS DESIGN: MCPHAIL JAPPROVED: FRED FILE NO.: 95-2201 4;
SCALE: I"= 5' DATE: 5/96 TOPO: H-12 ISHEET 3 OF4