jsa associates, inc. j. schwarz...all liquid waste materials will be collected and stored in sealed...

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ENTERPRISE BLVD

CONSTRUCTIONENTRANCE

EXISTING PARKING LOTSITE FOR NEW GYM

EXISTING GREEN GYM

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SEDIMENT LOGS / SILT FENCE

PROPERTY LINE

EXISTING PAVEMENT

SITE DESCRIPTION* PROJECT LIMITS: 0.95 ± ACRES* PROJECT DESCRIPTION: PROJECT INCLUDES INSTALLATION OF GYMNASIUM, UTILITIES AND SITE PAVING* SITE MAP(S): SEE TITLE SHEET AND PLANS* MAJOR SOIL DISTURBING ACTIVITIES (CHECK ALL THAT APPLY) CLEARING AND GRUBBING EXCAVATION/BORROW GRADING AND SHAPING FILLING CUTTING AND FILLING OTHER (DESCRIBE):* TOTAL PROJECT AREA: 0.95 ± ACRES* TOTAL AREA TO BE DISTURBED: 0.95 ± ACRES* EXISTING VEGETATIVE COVER (%) : 5% GRASS, 95% IMPERVIOUS (EXISTING PARKING LOT)* SOIL PROPERTIES: SAND AND SHELLNAME OF RECEIVING WATER BODY/BODIES: ARANSAS BAY

ORDER OF CONSTRUCTION ACTIVITIES(STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTERTHE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.INITIATION OF FINAL OR TEMPORARY STABILIZATION MAY EXCEED THE 14-DAY LIMIT IF EARTH DISTURBING ACTIVITIESWILL BE RESUMED WITHIN 21 DAYS.)SPECIAL SEQUENCING REQUIREMENTS* INSTALL STABILIZED CONSTRUCTION ENTRANCE(S) IF REQUIRED.* INSTALL PERIMETER PROTECTION WHERE RUNOFF SHEETS FROM THE SITE.* INSTALL CHANNEL AND DITCH BOTTOM PROTECTION.* CLEARING AND GRUBBING.* REMOVE AND STORE TOPSOIL.* STABILIZE DISTURBED AREAS.* INSTALL UTILITIES, STORM SEWERS, PAVING.* INSTALL INLET AND CULVERT PROTECTION AFTER COMPLETING STORM DRAINAGE AND OTHER UTILITY INSTALLATIONS IF REQUIRED.* COMPLETE FINAL GRADING.* COMPLETE FINAL PAVING AND SEALING OF CONCRETE.* COMPLETE VERTICAL CONSTRUCTION.* RESEED AREAS DISTURBED BY REMOVAL ACTIVITIES.

EROSION AND SEDIMENT CONTROLS(CHECK ALL THAT APPLY)* STABILIZATION PRACTICES (SEE DETAIL PLAN SHEETS) TEMPORARY OR PERMANENT SEEDING SODDING PLANTING MULCHING (STRAW OR CELLULOSE FIBER) EROSION CONTROL BLANKETS OR MATS VEGETATION BUFFER STRIPS ROUGHENED SURFACE (E.G. TRACKING) GABIONS-GABION MATTRESS OTHER

* STRUCTURAL TEMPORARY EROSION AND SEDIMENT CONTROLS SILT FENCE STRAW BALE CHECK TEMPORARY BERM SEDIMTENT LOGS STRAW WATTLES OR ROLLS DIVERSION CHANNELS/SWALES CHANNEL LINERS (TRM) STONE RIP RAP SHEET ROCK CHECK DAMS SEDIMENT TRAPS/BASINS INLET PROTECTION OUTLET PROTECTION SURFACE INLET PROTECTION CURB INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCES OTHER

* WETLAND AVOIDANCEWILL CONSTRUCTION AND/OR EROSION AND SEDIMENT CONTROLS IMPINGE ON REGULATED WETLANDS? YES NO IF YES, THE STRUCTURAL AND EROSION AND SEDIMENT CONTROLS HAVE BEEN INCLUDEDIN THE TOTAL PROJECT WETLAND IMPACTS AND HAVE BEEN INCLUDED IN THE 404 PERMIT PROCESS WITH THEUSACE.

* STORM WATER MANAGEMENTSTORM WATER MANAGEMENT WILL BE HANDLED BY TEMPORARY CONTROLS OUTLINED IN SECTION 3 ABOVE, ANDANY PERMANENT CONTROLS NEEDED TO MEET PERMANENT STORM WATER MANAGEMENT NEEDS IN THE POSTCONSTRUCTION PERIOD. PERMANENT CONTROLS WILL BE SHOWN ON THE PLANS AND NOTED AS PERMANENT.

* OTHER STORM WATER CONTROLS** WASTE DISPOSALALL LIQUID WASTE MATERIALS WILL BE COLLECTED AND STORED IN SEALED METAL CONTAINERS APPROVED BY THEPROJECT ENGINEER. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE APPROVEDCONTAINERS. CONTAINERS WILL BE SERVICED AS NECESSARY, AND THE TRASH WILL BE HAULED TO AN APPROVEDDISPOSAL SITE OR LICENSED LANDFILL. ALL ONSITE PERSONNEL WILL BE INSTRUCTED IN THE PROPER PROCEDURESFOR WASTE DISPOSAL, AND NOTICES STATING PROPER PRACTICES WILL BE POSTED IN THE FIELD OFFICE. THEGENERAL CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR THE CONDUCT OF WORK ON THE SITE WILL BERESPONSIBLE FOR SEEING WASTE DISPOSAL PROCEDURES ARE FOLLOWED.** HAZARDOUS WASTEALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN A MANNER SPECIFIED BY LOCAL OR STATEREGULATIONS OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES, AND THEINDIVIDUAL DESIGNATED AS THE CONTRACTOR'S ON-SITE REPRESENTATIVE WILL BE RESPONSIBLE FOR SEEING THATTHESE PRACTICES ARE FOLLOWED.** SANITARY WASTEPORTABLE SANITARY FACILITIES WILL BE PROVIDED ON ALL CONSTRUCTION SITES. SANITARY WASTE WILL BECOLLECTED FROM THE PORTABLE UNITS IN A TIMELY MANNER BY A LICENSED WASTE MANAGEMENT CONTRACTOROR AS REQUIRED BY ANY LOCAL REGULATIONS.

MAINTENANCE AND INSPECTION* MAINTENANCE AND INSPECTION PRACTICES** INSPECTIONS WILL BE CONDUCTED AT LEAST ONE TIME PER WEEK AND AFTER A STORM EVENT OF 0.50 INCHESOR GREATER.** ALL CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. NECESSARY REPAIRS WILL BE INITIATEDWITHIN 24 HOURS OF THE SITE INSPECTION REPORT.** SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FOR TEARS IN ORDER TO ENSURE THE FABRIC ISSECURELY ATTACHED TO THE POSTS AND THAT THE POSTS ARE WELL ANCHORED. SEDIMENT BUILDUP WILL BEREMOVED FROM THE SILT FENCE WHEN IT REACHES 1/3 OF THE HEIGHT OF THE SILT FENCE.** SEDIMENT BASINS AND TRAPS WILL BE CHECKED. SEDIMENT WILL BE REMOVED WHEN DEPTH REACHESAPPROXIMATELY 50 PERCENT OF THE STRUCTURE'S CAPACITY, AND AT THE CONCLUSION OF THE CONSTRUCTION.

HEIGHT OF THE DAM.** ALL SEEDED AREAS WILL BE CHECKED FOR BARE SPOTS, WASHOUTS, AND VIGOROUS GROWTH FREE OFSIGNIFICANT WEED INFESTATIONS.

NON-STORM WATER DISCHARGESTHE FOLLOWING NON-STORM WATER DISCHARGES ARE ANTICIPATED DURING THE COURSE OF THIS PROJECT(CHECK ALL THAT APPLY). DISCHARGES FROM WATER LINE FLUSHING. PAVEMENT WASH-WATER, WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED. UNCONTAMINATED GROUND WATER ASSOCIATED WITH DEWATERING ACTIVITIES.

MATERIALS INVENTORYTHE FOLLOWING MATERIALS OR SUBSTANCES ARE EXPECTED TO BE PRESENT ON THE SITE DURING THE

CONCRETE AND PORTLAND CEMENT DETERGENTS PAINTS METALS BITUMINOUS MATERIALS PETROLEUM BASED PRODUCTS CLEANING SOLVENTS WOOD CURE TEXTURE CHEMICAL FERTILIZERS OTHER

* PRODUCT SPECIFIC PRACTICES** PETROLEUM PRODUCTSALL ON-SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TOREDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERSWHICH ARE CLEARLY LABELED.** FERTILIZERSFERTILIZERS WILL BE APPLIED ONLY IN THE AMOUNTS SPECIFIED BY THE ENGINEER. ONCE APPLIED, FERTILIZERS WILLBE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TO STORM WATER. FERTILIZERS WILL BE STORED IN ANENCLOSED AREA. THE CONTENTS OF PARTIALLY USED FERTILIZER BAGS WILL BE TRANSFERRED TO SEALABLECONTAINERS TO AVOID SPILLS.** PAINTSALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. THE EXCESS WILL BEDISPOSED OF ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND ANY APPLICABLE STATE AND LOCALREGULATIONS.** CONCRETE TRUCKSCONTRACTORS WILL PROVIDE DESIGNATED TRUCK WASHOUT AREAS ON THE SITE. THESE AREAS MUST BE SELFCONTAINED AND NOT CONNECTED TO ANY STORM WATER OUTLET OF THE SITE. UPON COMPLETION OFCONSTRUCTION WASHOUT AREAS WILL BE PROPERLY STABILIZED.

* SPILL CONTROL PRACTICESIN ADDITION TO THE PREVIOUS HOUSEKEEPING AND MANAGEMENT PRACTICES, THE FOLLOWING PRACTICES WILLBE FOLLOWED FOR SPILL PREVENTION AND CLEANUP IF NEEDED.** FOR ALL HAZARDOUS MATERIALS STORED ON SITE, THE MANUFACTURER'S RECOMMENDED METHODS FORSPILL CLEAN UP WILL BE CLEARLY POSTED. SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THELOCATIONS OF THE INFORMATION AND CLEANUP SUPPLIES.** APPROPRIATE CLEANUP MATERIALS AND EQUIPMENT WILL BE MAINTAINED BY THE CONTRACTOR IN THEMATERIALS STORAGE AREA ON-SITE. AS APPROPRIATE, EQUIPMENT AND MATERIALS MAY INCLUDE ITEMS SUCH ASBOOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METALTRASH CONTAINERS SPECIFICALLY FOR CLEAN UP PURPOSES.** ALL SPILLS WILL BE CLEANED IMMEDIATELY AFTER DISCOVERY AND THE MATERIALS DISPOSED OF PROPERLY.** THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVECLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.** AFTER A SPILL A REPORT WILL BE PREPARED DESCRIBING THE SPILL, WHAT CAUSED IT, AND THE CLEANUPMEASURES TAKEN. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPEOF SPILL FROM REOCCURRING, AS WELL AS CLEAN UP INSTRUCTIONS IN THE EVENT OF REOCCURRENCES.** THE CONTRACTOR'S SITE SUPERINTENDENT, RESPONSIBLE FOR DAY-TO-DAY OPERATIONS, WILL BE THE SPILLPREVENTION AND CLEANUP COORDINATOR. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE SITESUPERINTENDENT HAS HAD APPROPRIATE TRAINING FOR HAZARDOUS MATERIALS HANDLING, SPILL MANAGEMENT,AND CLEANUP.

* SPILL RESPONSETHE PRIMARY OBJECTIVE IN RESPONDING TO A SPILL IS TO QUICKLY CONTAIN THE MATERIAL(S) AND PREVENT ORMINIMIZE MIGRATION INTO STORM WATER RUNOFF AND CONVEYANCE SYSTEMS. IF THE RELEASE HAS IMPACTEDON-SITE STORM WATER, IT IS CRITICAL TO CONTAIN THE RELEASED MATERIALS ON-SITE AND PREVENT THEIR RELEASEINTO RECEIVING WATERS. IF A SPILL OF POLLUTANTS THREATENS STORM WATER OR SURFACE WATER AT THE SITE,THE SPILL RESPONSE PROCEDURES OUTLINED BELOW MUST BE IMPLEMENTED IN A TIMELY MANNER TO PREVENT THERELEASE OF POLLUTANTS.** THE CONTRACTOR'S SITE SUPERINTENDENT WILL BE NOTIFIED IMMEDIATELY WHEN A SPILL OR THE THREAT OF ASPILL IS OBSERVED. THE SUPERINTENDENT WILL ASSESS THE SITUATION AND DETERMINE THE APPROPRIATERESPONSE.** IF SPILLS REPRESENT AN IMMINENT THREAT OF ESCAPING EROSION AND SEDIMENT CONTROLS AND ENTERINGRECEIVING WATERS, PERSONNEL WILL BE DIRECTED TO RESPOND IMMEDIATELY TO CONTAIN THE RELEASE ANDNOTIFY THE SUPERINTENDENT AFTER THE SITUATION HAS BEEN STABILIZED.** SPILL KITS CONTAINING APPROPRIATE MATERIALS AND EQUIPMENT FOR SPILL RESPONSE AND CLEANUP WILLBE MAINTAINED BY THE CONTRACTOR AT THE SITE.** IF OIL SHEEN IS OBSERVED ON SURFACE WATER (E.G. SETTLING PONDS, DETENTION PONDS, SWALES), ACTIONWILL BE TAKEN IMMEDIATELY TO REMOVE THE MATERIAL CAUSING THE SHEEN. THE CONTRACTOR WILL USEAPPROPRIATE MATERIALS TO CONTAIN AND ABSORB THE SPILL. THE SOURCE OF THE OIL SHEEN WILL ALSO BEIDENTIFIED AND REMOVED OR REPAIRED AS NECESSARY TO PREVENT FURTHER RELEASES.** IF A SPILL OCCURS THE SUPERINTENDENT OR THE SUPERINTENDENT'S DESIGNEE WILL BE RESPONSIBLE FORCOMPLETING THE SPILL REPORTING FORM AND FOR REPORTING THE SPILL.** PERSONNEL WITH PRIMARY RESPONSIBILITY FOR SPILL RESPONSE AND CLEAN UP WILL RECEIVE TRAINING BYTHE CONTRACTOR'S SITE SUPERINTENDENT OR DESIGNEE. THE TRAINING MUST INCLUDE IDENTIFYING THELOCATION OF THE SPILL KITS AND OTHER SPILL RESPONSE EQUIPMENT AND THE USE OF SPILL RESPONSE MATERIALS.** SPILL RESPONSE EQUIPMENT WILL BE INSPECTED AND MAINTAINED AS NECESSARY TO REPLACE ANYMATERIALS USED IN SPILL RESPONSE ACTIVITIES.

SPILL NOTIFICATIONIN THE EVENT OF A SPILL, THE CONTRACTOR'S SITE SUPERINTENDENT WILL MAKE THE APPROPRIATE NOTIFICATION(S),CONSISTENT WITH THE FOLLOWING PROCEDURES:* A REPORTABLE SPILL IS A QUANTITY OF 25 GALLONS OR MORE OR ANY SPILL OF OIL WHICH: 1) VIOLATES

EMULSION MUST BE REPORTED IMMEDIATELY TO THE NATIONAL RESPONSE CENTER .* ANY SPILL OF OIL OR HAZARDOUS SUBSTANCE TO WATERS OF THE STATE MUST BE REPORTED IMMEDIATELY.

CONSTRUCTION CHANGESWHEN CHANGES ARE MADE TO THE CONSTRUCTION PROJECT THAT WILL REQUIRE ALTERATIONS IN THETEMPORARY EROSION CONTROLS OF THE SITE, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL BEAMENDED TO PROVIDE APPROPRIATE PROTECTION TO DISTURBED AREAS, ALL STORM WATER STRUCTURES, ANDADJACENT WATERS.

SPILL PREVENTION* MATERIAL MANAGEMENT** HOUSEKEEPING*** ONLY NEEDED PRODUCTS WILL BE STORED ON-SITE BY THE CONTRACTOR.*** EXCEPT FOR BULK MATERIALS THE CONTRACTOR WILL STORE ALL MATERIALS UNDER COVER AND INAPPROPRIATE CONTAINERS.*** PRODUCTS MUST BE STORED IN ORIGINAL CONTAINERS AND LABELED.*** MATERIAL MIXING WILL BE CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.*** WHEN POSSIBLE, ALL PRODUCTS WILL BE COMPLETELY USED BEFORE PROPERLY DISPOSING OF THECONTAINER OFF SITE.*** THE MANUFACTURER'S DIRECTIONS FOR DISPOSAL OF MATERIALS AND CONTAINERS WILL BE FOLLOWED.*** THE CONTRACTOR'S SITE SUPERINTENDENT WILL INSPECT MATERIALS STORAGE AREAS REGULARLY TO ENSUREPROPER USE AND DISPOSAL.*** DUST GENERATED WILL BE CONTROLLED IN AN ENVIRONMENTALLY SAFE MANNER.*** VEGETATION AREAS NOT ESSENTIAL TO THE CONSTRUCTION PROJECT WILL BE PRESERVED AND MAINTAINEDAS NOTED ON THE PLANS.

** HAZARDOUS MATERIALS*** PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THE CONTAINER IS NOT RESEALABLE.*** ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED IN A SAFE PLACE TO RELAYIMPORTANT PRODUCT INFORMATION.*** IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S LABEL DIRECTIONS FOR DISPOSAL WILL BEFOLLOWED.*** MAINTENANCE AND REPAIR OF ALL EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES, HYDRAULICSYSTEM DRAIN DOWN, DE-GREASING OPERATIONS, FUEL TANK DRAIN DOWN AND REMOVAL, AND OTHERACTIVITIES WHICH MAY RESULT IN THE ACCIDENTAL RELEASE OF CONTAMINANTS WILL BE CONDUCTED ON ANIMPERVIOUS SURFACE AND UNDER COVER DURING WET WEATHER TO PREVENT THE RELEASE OF CONTAMINANTSONTO THE GROUND.*** WHEEL WASH WATER WILL BE COLLECTED AND ALLOWED TO SETTLE OUT SUSPENDED SOLIDS PRIOR TODISCHARGE. WHEEL WASH WATER WILL NOT BE DISCHARGED DIRECTLY INTO ANY STORM WATER SYSTEM ORSTORM WATER TREATMENT SYSTEM.*** POTENTIAL PH-MODIFYING MATERIALS SUCH AS: BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEWCONCRETE WASHINGS, CONCRETE PUMPING, AND MIXER WASHOUT WATERS WILL BE COLLECTED ON SITE ANDMANAGED TO PREVENT CONTAMINATION OF STORM WATER RUNOFF.

NOTE: INSTALL SEDIMENT LOGS 1' INSIDE PROPERTY LINE.

1030 20

1"=20'GRAPHIC SCALE

0 20 40

CURB INLET / AREA INLET PROTECTION

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Date: O

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ber 24, 2018

J. SCHWARZ &

ASSOCIATES, INC.

Professional Engineering Solutions

JSA

F-8138

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CONSTRUCTION ENTRANCE SWPPP NOTES1. STONE SIZE - TWO-INCH STONE SHALL BE USED, OR RECYCLED CONCRETE EQUIVALENT.2. LENGTH - THE CONSTRUCTION ENTRANCE SHALL BE AS REQUIRED TO STABILIZE HIGH TRAFFICAREAS BUT NOT LESS THAN 50 FT. (EXCEPT ON SINGLE RESIDENCE FOR WHERE A 30-FT. MINIMUMLENGTH APPLIES).3. THICKNESS - THE STONE LAYER SHALL BE AT LEAST 8 IN. THICK.4. WIDTH - THE ENTRANCE SHALL BE AT LEAST 10 FT. WIDE, BUT NOT LESS THAN THE FULL WIDTHAT POINTS WHERE INGRESS OR EGRESS OCCURS.5. BEDDING - A GEOTEXTILE SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE.IT SHALL HAVE A GRAB TENSILE STRENGTH OF AT LEAST 200 LB. AND A MULLEN BURST STRENGTH OF ATLEAST 190 LB.6. CULVERT - A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED TOPREVENT SURFACE WATER FLOWING ACROSS THE ENTRANCE FROM BEING DIRECTED OUT ONTO PAVEDSURFACES.7. MAINTENANCE - TOP DRESSING OF ADDITIONAL STONE SHALL BE APPLIED AS CONDITIONS DEMAND.MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY SURFACE WHERE RUNOFF ISNOT CHECKED BY SEDIMENT CONTROLS SHALL BE REMOVED IMMEDIATELY. REMOVAL SHALL BEACCOMPLISHED BY SCRAPING OR SWEEPING.8. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM VEHICLES ANDPREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE CONSTRUCTION SITE SHALL BERESTRICTED FROM MUDDY AREAS.

50' Min.

10' Min.

SILT FENCE SWPPP NOTES:1. SILT FENCE SHALL BE CONSTRUCTED PRIOR TO START OF MAIN CONSTRUCTION.2. ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTSIN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE AREDISSIPATED ALONG ITS LENGTH.3. TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL BE CONSTRUCTED UPSLOPESO THAT THE ENDS ARE AT A HIGHER ELEVATION.4. SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.5. VEGETATION SHALL BE PRESERVED FOR 5 FT. UPSLOPE FROM THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE REESTABLISHEDWITHIN 7 DAYS FROM THE INSTALLATION OF THE SILT FENCE.6. THE SILT FENCE SHALL BE A MINIMUM OF 16 IN. ABOVE THE NATURAL GROUND SURFACE.7. THE SILT FENCE SHALL BE PLACED IN A TRENCH A MINIMUM OF 6 IN. DEEP.8. THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE DOWNSLOPE SIDE OF THE GEOTEXTILE AND SO THAT THE 8 IN. OFCLOTH ARE BELOW THE GROUND SURFACE. EXCESS MATERIAL SHALL LAY ON THE BOTTOM OF THE 6-IN. DEEP TRENCH. THE TRENCHSHALL BE BACKFILLED AND COMPACTED.9. SEAMS BETWEEN SECTIONS OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF EACH SECTION WRAPPEDTOGETHER BEFORE DRIVING INTO THE GROUND.10. MAINTENANCE - SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF OVERTOPSTHE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWINGSHALL BE PERFORMED, AS APPROPRIATE: 1) THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, 2) ACCUMULATED SEDIMENT SHALLBE REMOVED, OR 3) OTHER PRACTICES SHALL BE INSTALLED.11. FABRIC SHALL MEET REQUIREMENT BELOW.

Values90 lb. minimum190 psi minimum0.3 gal/min/ft maximum

90% minimumUltraviolet Radiation StabilityEquivalent Opening Size

Grab Tensile Strength

Slurry Flow RateMullen Burst Strength

Fabric Properties

40-80

Test Method

ASTM-G-26US Std. Sieve CW-02215

ASTM D 3786ASTM D 1682

ROAD

CULVERTAS REQUIRED

N.T.S.CONSTRUCTION ENTRANCE SWPPP

5' MIN.

SILT FENCE SHALLBE PLACED NO CLOSERTHAN 5' FROM TOE OF SLOPE

SILT FENCE SWPPPN.T.S.

SILT FENCE SHALL BE PLACEDON CONTOUR - CARE SHOULDBE TAKEN NOT TO PLACE FENCEACROSS CONTOUR ELEVATIONS

EL. 102

EL. 101

EL. 100

16" MIN.6"

TPOST OR WOOD STAKES-10' MAX. SPACING

N.T.S.SEDIMENT LOGS

AREA INLET PROTECTION SWPPPN.T.S.

CURB INLET PROTECTION SWPPPN.T.S.

AREA INLET PROTECTION SWPPP NOTES1. STEEL T POSTS THAT SUPPORT THE SILT FENCE SHALL BE INSTALLED AT EACH CORNER AND IN BETWEENCORNERS IF THE DISTANCE IS GREATER THAN 6' BETWEEN CORNER POSTS.2. USE SILT FENCE DETAIL FOR INSTALLATION OF THE SILT FENCE AROUND PERIMETER OF AREA INLET.3. THE AREA INLET GRATE SHALL BE LIFTED OUT, WRAPPED WITH FILTER FABRIC, AND RE-INSTALLED.4. IN VEHICULAR TRAFFIC AREAS, THE AREA INLET GRATE SHALL BE LIFTED OUT AND WIRE FENCE MATERIAL SHALL BE PLACED UNDERTHE INLET WITH FILTER FABRIC BETWEEN THE GRATE AND THE WIRE FENCE. THE WIRE FENCE SHALLTHEN BE ATTACHED TO THE GRATE.5. ACCUMULATED SILT SHALL BE REMOVED WHEN THE FILTER FABRIC OVER THE GRATE COMPLETELYCOVERS THE GRATE AREA, AND THE SILT AROUND THE SILT FENCE REACHES A HEIGHT OF 6".6. AREA INLET PROTECTION SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED.

CURB INLET PROTECTION SWPPP NOTES1. WHERE MINIMUM CLEARANCES CAUSE TRAFFIC TO DRIVE IN THE GUTTER, USE 1"X4" LUMBERSECURED WITH CONCRETE NAILS 3' O.C. NAILED INTO THE CONCRETE. IF PEDESTRIAN TRAFFIC ONLY,THE USE OF 20 POUND GRAVEL BAGS TO SECURE MATERIAL IS PERMITTED.2. AS SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN IN DETAIL. FABRIC MUST BE SECUREDTO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION.3. DAILY INSPECTION SHALL BE MADE AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTHREACHES 2".4. THE PERFORMANCE OF THE INLET PROTECTION SHALL BE MONITORED DURING EACH RAINFALL EVENTAND PROTECTION SHALL BE IMMEDIATELY REMOVED IF THE STORMWATER BEGINS TO OVERTOP THE CURB.5. INLET PROTECTION SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED.

2 1/2" CLEAR OPENING

1"X4" LUMBER SECUREDTO CONCRETE

1"X4" LUMBER SECUREDTO CONCRETE

NON VEHICULAR TRAFFIC AREAS

FILTER FABRIC

AREA INLET GRATE

WELDED WIRE FABRIC

VEHICULAR TRAFFIC AREAS

SILT FENCE

T POSTS

FILTERFABRIC

FILTER FABRIC

2X4 WWF

FILTER FABRIC

2X4 WWF

CUT 2 1/2" OPENING INFILTER FABRIC FROM TOPOF INLET OPENING

2'EXTEND 2' BEYOND

ENDS OF INLET OPENING

9" SEDIMENT LOG

WOOD STAKE(10' SPACING)

STAKE THROUGH NETTING ONLY

NATURAL GROUND

FLOW

SEDIMENT LOGS SWPPP NOTES:1. Sediment logs shall be constructed prior to start of main construction.2. All sediment logs shall be placed as close to the contour as possible so that water will not concentrate at low pointsin the fence and so that small swales or depressions which may carry small concentrated flows to the silt fence aredissipated along its length.3. To prevent water ponded by the sediment logs from flowing around the ends, each end shall be constructed upslopeso that the ends are at a higher elevation.4. Sediment logs shall be placed on the flattest area available.5. Vegetation shall be preserved for 5 ft. upslope from the sediment logs. If vegetation is removed, it shall be reestablishedwithin 7 days from the installation of the sediment logs.6. The sediment logs shall be a minimum of 9 in. above the natural ground surface.7. The sediment logs shall be placed with the stakes on the downslope side of the logs.8. Seams between sections of the logs shall be overlapped with the end stakes of each section wrappedtogether before driving into the ground.10. Maintenance - Sediment logs shall allow runoff to pass only as diffuse flow through the logs. If runoff overtopsthe logs, flows under or around the ends, or in any other way becomes a concentrated flow, one of the followingshall be performed, as appropriate: 1) The layout of the sediment logs shall be changed, 2) Accumulated sediment shallbe removed, or 3) Other practices shall be installed.

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AutoCAD SHX TextSILT FENCE ELEVATION

AutoCAD SHX TextSILT FENCE PLAN





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ENTERPRISE BLVD

EXISTING GREEN GYM

SITE BENCHMARKSET MAG NAIL INSIDEWALKELEV = +9.36

X=2599091.6006Y=13204101.7065

X=2599138.4180Y=13204094.0399

X=2598904.1191Y=13204124.5739

X=2598972.3588Y=13204099.0745

X=2598974.7702Y=13203989.8302

X=2599094.0120Y=13203992.4602

X=2599140.4438Y=13204002.1843

X=2599185.7181Y=13204193.8502

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NEW WHITE GYM

SEE ARCHITECTURAL PLANSFOR DETAILS ON PLAZA

6.0'

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NOTES:1. COORDINATES ARE PROVIDED TO ASSIST CONTRACTOR IN LAYING OUT CONSTRUCTION ON SITE.2. CONTRACTOR SHALL VERIFY IN FIELD POINTS IN ORDER TO INSURE SITE LAYOUT IS CORRECT. MINOR CHANGES MAY BE REQUIRED TO

MAINTAIN SITE CONTINUITY.3. NO BOUNDARY DETERMINATIONS SHALL BE MADE FROM POINTS PROVIDED.4. THE DISTANCE BETWEEN ANY TWO POINTS ON THIS SITE CAN BE CALCULATED USING THE FOLLOWING FORMULA:

DISTANCE = (X - X ) + (Y - Y )

5. SITE LAYOUT SHALL BE BY A REGISTERED PROFESSIONAL LAND SURVEYOR. A CAD DRAWING OF THE SITE WILL BE PROVIDED TOCONTRACTOR TO ALLOW FOR MORE DETAILED LAYOUT. ALL LAYOUT POINTS ARE NOT LISTED ON DRAWING FOR CLARITY PURPOSES.

6. COORDINATES ARE NAD83, TEXAS STATE PLANE SOUTH CENTRAL

1 12 22 2

7. SITE BENCHMARK IS NAVD 1988 DATUM

4" WIDE STRIPING - 2' ON CENTER@ 45° ANGLE TO SIDE STRIPES

4" WIDE PARKING SPACE STRIPE (YELLOW OR WHITE)

34" X 39" HANDICAP SYMBOL PAINTED ON PAVEMENT

NOTES: PAVEMENT MARKING SPECIFICATION

PROJECT/SITE CONDITIONSA. ENVIRONMENTAL REQUIREMENTS1. Apply marking paint in dry weather when pavement and atmospherictemperatures are fifty (50) degrees F. or above (or mfg. Specification) andare anticipated to remain above fifty (50) degrees F. for four (4) hours aftercompleting application.

MATERIALSA. Marking paint:1. Brand - Sherwin Williams OR approved equal2. Type - acrylic, alkyd, or chlorinated rubber striping paint3. Colors: white, yellow, blue or as selected.

EQUIPMENTCommercial compressed air or airless spray striping machine capable ofapplying an even coating at the manufacturer's recommended thicknessin an even width across the stripe.

EXAMINATIONA. Inspect existing pavement surfaces for conditions and defects that willadversely affect quality of work, and which cannot be put into anacceptable condition through normal preparatory work as specified.

B. Do not place marking over unsound pavements. If these conditions exist,notify Owner/Architect/Engineer.C. Starting installation constitutes contractor's acceptance of surface assuitable for installation.D. Verify that new pavement is complete, has been accepted byOWNER, and cured a minimum of fourteen (14) days if possible.

PREPARATIONA. Provide qualified technician to supervise equipment and application ofmarking. Layout markings using guide lines, templates and forms. Stencilsand templates shall be professionally made to industry standards. "Freehand" painting of arrows, symbols, or wording shall not be allowed.B. Thoroughly clean surfaces free of dirt, sand, gravel, oil and otherforeign matter.C. Protect adjacent curbs, walks, fences, and other items fromreceiving paint.D. Verify that any new pavement coating has been accepted byOWNER and has cured a minimum of twenty four (24) hoursunder good drying conditions.

APPLICATIONA. Apply marking paint at a rate of one (1) gallon per three to four hundred(300-400) lineal feet of four (4) inch wide stripes. (Or to mfg. specification)B. Apply stripes straight and even in accordance with schedules.C. Apply stripes and other markings in widths and colors detailedin schedule.

PROTECTIONBarricade marked areas during installation and until the marking paint isdried and ready for traffic.

J. SCHWARZ &

ASSOCIATES, INC.


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PROPOSED 24" NYLOPLASTDRAIN BASIN H20 LOAD RATINGTOP=8.4INV=6.6

INSTALL 41' x 15" ADS N-12WT IB INSTALL 38'± 15" ADS N-12 WT IB

TIE TO EXISTING GRATEINLET TOP=7.3±

INV= 3.6±INV 15"=5.0

PROPOSED 24" NYLOPLAST DRAIN BASIN W/ PEDESTRIAN GRATE

TIE IN 4" PVC BUILDINGDOWNSPOUT INV= 6.22±

TOP=8.0INV=5.6

INSTALL 35'± x6" ADS N-12 WT IBTIE IN 6" PVC BUILDING

DOWNSPOUT INV= 6.22±

PROPOSED 24" NYLOPLAST DRAINBASIN W/ PEDESTRIAN GRATE

TOP=8.0INV=6.38


TOP=8.0INV=6.15


TOP=8.0INV=5.92

TIE-IN FOR NEW GAS SERVICE.SEE MEP SHEETS FOR DETAILS,COORDINATE CONNECTION TOGAS LINE WITH CITY OF ROCKPORT

MG

PROPOSED POTABLE WATERMETER - COORDINATE CONNECTIONTO EXISTING 6" WATERLINE WITH THECITY OF ROCKPORT

VENTED SLEEVE FOR GAS LINEUNDER FUTURE HALLWAY

PROPOSED LOCATION OF GAS METER.SEE MEP PLAN SHEETS FOR CONTINUATION

AND DETAILS.

PROPOSED 70± x 2 12"DOMESTIC WATERLINE

CONNECT TO BUILDING DOMESTICWATER. SEE MEP PLANS FOR

CONTINUATION AND DETAILS.

CONNECT TO EXISTING8" SANITARY SEWER LINE.CONTACT CITY OF ROCKPORTTO COORDINATEINSTALLATION OF TAP

CONNECT TO BUILDINGSANITARY SEWER AT INV=5.22±. SEE MEPPLANS FOR CONTINUATION AND DETAILS

INSTALL 39 LF± OF 6"PVC SANITARY SEWERPIPE

INSTALL 38'± x 6" ADS N-12 WT IBTIE IN 6" PVC BUILDING

DOWNSPOUT INV=6.22±

PROPOSED 24" NYLOPLAST DRAINBASIN H20 LOAD RATING.

TIE IN 4" PVC BUILDINGDOWNSPOUT INV=6.22±

TOP=8.5INV=5.0

INSTALL 58'±x 15"ADS N-12 WT IB

EXISTING 24" RCP

EXISTING 1 14" STEEL GAS LINE

INSTALL 44'± x 15" ADS N-12WT IB

INSTALL 41'± x 15" ADS N-12WT IB

INSTALL 40'± 15" ADS N-12 WT IBTIE TO EXISTING GRATE

INLET TOP=6.25±INV= 2.25±

INV 15"=4.25±

NEW WHITE GYMCAUTION!!PROTECT GAS LINE DURINGINSTALLATION OF LIGHTPEDESTAL

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J. SCHWARZ &

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AutoCAD SHX Text4"

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ENTERPRISE BLVD

EXISTING GREEN GYMFF = +9.72

FF = +9.72

ST

ST ST ST ST

WL WL WL WL

GAS GAS GAS GAS

TW=9.25

TW=9.0

TW=9.0

TW=9.6

TW=8.9

TW=8.9

MATCH EX. SIDEWALKTW=7.6±

TW=9.15FL=8.65

SITE BENCHMARKSET MAG NAIL INSIDEWALKELEV = +9.36

ST

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THIS WORK IS NOT WITHIN THE SCOPE OF THIS PROJECTAND WILL BE PERFORMED UNDER A SEPARATE CONTRACT.

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PROPOSED SURFACE IS 6" LOWERTHAN EXISTING SIDEWALK, WITH THEEXCEPTION OF THE EXISTING ACCESSIBLERAMP THAT IS FLUSH

8.0 8.08.0

PROPOSED 104 LF x4" ROLL CURB TIED TOCONCRETE SIDEWALK

FUTURE PARKING LOT (BY OTHERS)

TC=7.7

PROPOSEDACCESSIBLE

RAMP

MATCH EXISTINGSIDEWALK GRADE

MATCH EXISTINGSIDEWALK GRADE

MAX SLOPE=8.3%DOWN TO FLUSHWITH PAVEMENT

MATCH EX. TC

MATCH EX. TC

TC=7.5

MATCH EXISTING PAVEMENTELEVATION

PROPOSED ASPHALT PAVEMENT.TRANSITION GRADING FROM

EXISTING PAVEMENT TO LIPOF NEW 6" L-CURB

NEW WHITE GYM

FL=8.4

TW=9.2±FL=8.7±

MATCH EXISTING

9.3

TW=8.2FL=7.7

9.1

9.2

9.1

9.2

TW=9.0

INSTALL EROSION PROTECTIONAS NEEDED SO WATER FROM

CURB RUNS OVER EX. CITY SIDEWALK

6' TIED CONCRETESIDEWALK WITH 6" L-CURB

6' CONCRETESIDEWALK

MATCHEXISTING

10' CONCRETESIDEWALK

9.4

9.4

9.0

9.2 9.09.09.1

S=5% MAX

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1030 20

1"=20'GRAPHIC SCALE

0 20 40

TW=8.1

FL=6.0

8.3

LEGEND

FF=8.80 PROPOSED FINISH FLOOR OF BUILDING

PROPOSED GROUND ELEVATION

PROPOSED FLOWLINE

TOP OF WALK ELEVATION

EXISTING ELEVATION

PROPOSED ASPHALT PAVEMENT

TC=7.5 PROPOSED TOP OF CURB

PAVEMENT NOTES:

1. PAVEMENT GRADES SHOWN ON PLANS ARE FOR FINISH ELEVATION OF PAVEMENT. 2. SITE GRADING SHALL BE COMPLETE PRIOR TO INSTALLATION OF ANY CONCRETE PAVING. CONTRACTOR

SHALL NOTIFY OWNER OF GRADING COMPLETION TWO DAYS PRIOR TO SCHEDULING ANY CONCRETE POURS.3. HANDICAP PARKING SPACES AND ADJACENT WALKWAYS SHALL NOT EXCEED 2% IN ANY DIRECTION.




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6

TYPICAL SEWER TAP (SINGLE SERVICE)CITY OF ROCKPORTARANSAS COUNTY, TEXAS REVISED: 05/01/06

EFFECTIVE DATE: 08/15/95N.T.S.

4" WYE

4" BEND WHEN REQUIRED

*D" PVC PIPESEWER PIPE

NOTES

2. SERVICE LINES WITH LESS THAN 48" OF COVERSHALL BE LAID AT MINIMUM GRADE TO THE PROPERTY LINE

4" PVC WYE / BEND

4" PVC PIPE

4" PVC 45° BEND

*D"x*D"x4" PVC WYE

D" PVC PIPE4" PVC PLUG

PLAN VIEW

*D= DIAMETER OF SANITARY SEWER MAIN

4" SDR 264" PLUG (REMOVABLE)

4" THREADED PLUG4" CLEANOUT

4" SCH 40 PVC AS REQUIREDTO SET CLEANOUT ATFINISHED GRADE

1. CONTRACTOR TO ESTABLISH LOCATION AND SERVICESPRIOR TO CONSTRUCTION TO VERIFY ADEQUATE DEPTHOF SEWER MAIN

4" x 45° BEND

SANITARY SEWER NOTES1. STANDARDS: ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH

REQUIREMENTS AS SPECIFIED BY THE CITY OF ROCKPORT STANDARDS ANDAS REQUIRED BY THE ENGINEER'S GENERAL REQUIREMENTS AND TECHNICALSPECIFICATIONS.

2. PVC PIPE: ALL PVC SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SDR-26 PVCPIPE. INFILTRATION SHALL NOT EXCEED 50 GALLONS / INCH DIAMETER / MILE / 24 HOURS.

3. SERVICES: INDIVIDUAL LOT SERVICES SHALL BE RECONNECTED AS DIRECTED BY CITY OFROCKPORT REPRESENTATIVE OR ENGINEER.

4. TIE-IN:A. GRAVITY SANITARY SEWER:

THE CONTRACTOR SHALL NOTIFY CITY OF ROCKPORT UTILITY OFFICIALS ATLEAST 24 HOURS PRIOR TO EXCAVATING WITHIN 20 FEET OF ANY EXISTINGWATER OR SEWER LINE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOKEEP THE OFFICE INFORMED AT LEAST ONCE EACH DAY OF HIS ACTIVITIESWHILE WORKING WITHIN SAID 20 FEET. ACTUAL CONNECTION TO EXISTINGMANHOLE MUST BE OBSERVED BY A REPRESENTATIVE OF THE CITY OF ROCKPORTUTILITIES. CONTACT NO. (361) 790-1160.

B. FORCE MAIN:

1. CONTRACTOR SHALL NOTIFY CITY OF ROCKPORT UTILITY OFFICIALS 48HOURS BEFORE TAKING ANY SANITARY SEWER FORCE MAIN OFF LINE AND ACITY OF ROCKPORT UTILITY OFFICIAL SHALL BE PRESENT FOR ANY WORKINVOLVING EXISTING OPERATIONAL SANITARY SEWER FORCE MAIN.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO PUBLICHEALTH HAZARD IS CREATED BY THE DRAINING AND/OR REMOVAL OF THEEXISTING SANITARY SEWER FORCE MAIN.

5. GENERAL NOTES:A. CONTRACTOR TO FIELD LOCATE & DETERMINE DEPTH OF EXISTING SEWER LINES ON

PROPOSED LINE SEGMENTS PRIOR TO LAYING RESPECTIVE SEWER LINESB. SEWER LINES SHALL BE REPAIRED BY THE CITY AT THE EXPENSE OF THE CONTRACTOR.

C. SANITARY SEWER SERVICES SHALL BE EXTENDED TO THE RIGHT-OF-WAY LINE AS SHOWNON THE PLANS.

D. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFYPRIOR TO COMMENCING CONSTRUCTION.

E. CONTRACTOR SHALL MEET ALL E.P.A. AND T.C.E.Q. STORM WATER REGULATIONS.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL THROUGHOUT THE DURATION OF THE CONTRACT IN ACCORDANCE WITH"TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", TRAFFIC CONTROL PLANSAND BC SHEETS. THIS WORK WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDEREDSUBSIDIARY TO THE VARIOUS BID ITEMS.

G. ALL WEATHER ACCESS TO LOCAL RESIDENTS SHALL BE MAINTAINED THROUGHOUTCONSTRUCTION.

H. REMOVAL, TEMPORARY RELOCATION AND REPLACEMENT OF EXISTING SIGNS AND MAILBOXES SHALL BE CONSIDERED SUBSIDIARY TO THE APPROPRIATE BID ITEMS.

CITY OF ROCKPORTARANSAS COUNTY, TEXAS REVISED: 05/01/06

EFFECTIVE DATE: 08/15/95

COMPACTED TO 4" THICKNESS440 lb./sy.4" HMAC TYPE D OR HM COLD LAIDMETHOD 1

METHOD 2

AT 0.15 GAL/S.Y.PRIME COAT MC-70METHOD 2

AT 0.05 GAL/S.Y.TACK COAT RC-2METHOD 1

PAVEMENT REPAIR DETAIL

TRENCHWIDTH OF

SEE EMBEDMENT DETAILCOMPACTED TRENCH BACKFILL

DENSITY A.A.S.H.O. T-99STANDARD PROCTOR BASE COMPACTED TO 95%8" STATE GRADE 1 LIMESTONE

ASPHALTIC CONCRETE1 1/2" HOT MIX COLD LAID

9"9"9"9"

1'-4

"

8" PIPE 6' MAX.MEASUREMENT

WIDTH USED FOR PAVEMENT REPAIR

SHOWN. SHALL HAVE SAME MINIMUM COVER AS LINES RUNNING PARALLEL TO STREETNOTE:

MINIMUM COVERTYPICAL STREET CROSSING

PAVED SURFACE

TOP OF WATER MAIN 36"

30"

30"

30"30

"

50'VARIES50'

N.T.S

N.T.SWATER TRENCH DETAILCITY OF ROCKPORT

ARANSAS COUNTY, TEXAS REVISED: 05/01/06EFFECTIVE DATE: 08/15/95

N.T.S.

FINAL BACKFILL

O.D. PIPE12"

HAND TAMPEDHAUNCHING

MECHANICALLYTAMPED TO90% STANDARDPROCTOR DENSITY

INITIAL BACKFILL

18"18"

TENCH WIDTHSEE TABLE

SPRING LINEOF PIPE

TRENCHES OVER 5' INDEPTH MAY BE WIDENEDUP TO 36" TO ALLOWFOR SAFETY EQUIPMENT

NEATLY MOUNDED IN NON-PAVED AREAS

MECHANICALLY TAMPEDTO DENSITY OF SURROUNDING SOIL

EXCAVATED MATERIALCOARSE-GRAINED SOILWITH FINES (LESS THAN50% PASSING 200 SEIVE)P.I. MAX 15LL MAX 35

4681012151821242730364248

42

5460

4842

36

3636

363030241818

54

6672

5460

424848

3642

303036

30

NOMINALPIPE SIZE WIDTH-INCHES

MINIMUM TRENCHWIDTH-INCHES

MINIMUM TRENCH

TABLE 1ALLOWABLE TRENCH WIDTH

#12 COPPERTRACER WIRE

ENCASE PIPE IN SANDWHEN EXCAVATEDMATERIAL IS NOT SANDY

WATER MAIN

30" M

IN.

1'-0"

1" POLYETHYLENE

PLASTIC METER BOXWITH CAST IRON

MARKER STAKE 6'' MIN.ABOVE FINISHED GRADE

SET METER BOXFLUSH WITHFINISHED GRADE

FORD BRONZEDOUBLE STRAP

CORP STOPFORD F 1100 POLYETHYLENE PIPE SHALL BE YARDLEY

OR DRISCO SDR 9 CONFORMINGTO A.S.T.M. D-2737

WRAP IN 8- MIL

R.O.W.

POLYETHYLENE

1"x 3/4" FORDANGLE METER

48" M

AX.

TYPICAL HOUSE SERVICE DETAIL

ELEVATION (SINGLE)N.T.S.

CITY OF ROCKPORTARANSAS COUNTY, TEXAS REVISED: 05/08/09

EFFECTIVE DATE: 08/15/95

1"

READER LID

N.T.S.

#MB11PFL

STOP BA43342W

TAPPING SADDLE#202B

1" POLYETHYLENE

ANGLE METER1" x 3/4" FORD

60' OR LESSN.T.S.

1" POLYETHYLENE

BRASS TEE1" x 1" x 1"

#T444444

STOP BA43342W

BRANCH VALVE ASSEMBLY

BOX (SEE RIGHT)TO TYPICAL METER

NOTES:1. CONTRACTOR SHALL DEMONSTRATE

AVAILABLE PRESSURE AT METER PRIORTO ACCEPTANCE BY THE CITY.

2. LONG SERVICES SHALL BE BORED 24" TO36" BELOW EXISTING GROUND

3. DOUBLE SERVICES GREATER THAN 60' INLENGTH SHALL INCLUDE 1 1/2" CORP STOPAT MAIN AND 1 1/2" POLYETHYLENE

D.I. 45° BEND

DR. 18PVC PIPE

D.I. 45° BEND

DR. 18PVCPIPE

DR. 18PVC PIPE

D.I. 45° BENDDR. 18PVC PIPE

DR. 18PVC PIPE

D.I. 45° BEND

EXISTINGPIPE

EXISTINGPIPE

MJ WITHRETAINER

MJ WITHRETAINER

WATERLINE ADJUSTMENT DETAILSCITY OF ROCKPORTARANSAS COUNTY, TEXAS REVISED: 05/01/06


4" TO 12"

NOTES:

1. ALL D.I. FITTINGS, VALVES ANDBENDS TO BE MECHANICALJOINT TYPE WITH FORDUNIFLANGE RESTRAINTS.UFR-1500 CA

2. UNDER 4" = SDR 9 HDPE PIPE3. OVER 12" = DR 25 PVC PIPE4. SEE SPEC 2G27

WATER NOTES

1. STANDARDS: ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH REQUIREMENTSAS SPECIFIED BY THE PLANS AND SPECIFICATIONS

2. D.I. PIPE:

3. D.I. PIPE WRAP:

4. P.V.C. PIPE:

5. D.I. FITTINGS:

6. THRUST BLOCKING:

7. VALVES:

8. VALVE BOXES:

9. PRESSURE TESTING:

10. TIE-IN:

11. STERILIZATION:

12. TRACE WIRE:

13. TAPPING SLEEVES:

PIPE SHALL BE CLASS 200 DUCTILE IRON PIPE CONFORMING TO U.S.A.STANDARDS 121.5. CAST IRON PIPE SHALL BE LINED WITH ENAMELED CEMENTMORTAR STANDARD THICKNESS AS SPECIFIED IN ANSI STANDARD A21-4.85

ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE DOUBLE CONTINUOUSWRAPPED WITH 8 MIL. POLYEHTYLENE.

3" MAINS AND SMALLER SHALL BE HDPE SDR-9 CTS ANSI/AWWA C901-02AND ASTM D-2737 OR APPROVED EQUAL. 4" MAINS AND LARGER SHALL BEDR 18, CLASS 150, MEETING THE REQUIREMENTS OF AWWA C900 PIPE.MAINS 14" AND LARGER SHALL BE DR 25, CLASS 165, MEETING THEREQUIREMENTS OF AWWA C905. JOINTS FOR PIPE 4" AND LARGER SHALLBE THE ELASTEMERIC GASKET TYPE MEETING THE REQUIREMENTS OF ASTMF-477.

ALL FITTINGS 6" AND LARGER WILL BE CLASS 250 DUCTILE IRON MECHANICALJOINT TYPE (MORTAR LINED) AND INCLUDE FORD UNIFLANGE RESTRAINTSCONFORMING TO ANSI 21-53 / AWWA C-153 (LATEST EDITION).

CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND FIREHYDRANTS UNLESS SHOWN OTHERWISE AND PROVIDE BEARING AREASUFFICIENT THAT THE FITTINGS WILL NOT MOVE DURING TESTING PRESSURES.

SEE DETAIL THIS SHEET

SEE DETAIL THIS SHEET

SECTION 2G12 IN THE SPECS DETAILS TESTING PROCEDURE ANDALLOWABLE LEAKAGE

CONTRACTOR SHALL NOTIFY THE OFFICE OF THE UTILITY DIRECTOR 361-790-1160 AT LEAST 24 HOURS PRIOR TO EXCAVATION WITHIN 20 FEET OF ANYEXISTING WATER OR SEWER LINE. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO KEEP THE OFFICE INFORMED AT LEAST ONCE EACH DAYOF HIS ACTIVITIES WHILE WORKING IN SAID 20 FEET. THE ACTUALCONNECTION MUST BE MADE IN THE PRESENCE OF A CITY OF ROCKPORTUTILITY DEPARTMENT REPRESENTATIVE.

CONTRACTOR SHALL STERILIZE AND TEST ALL WATER LINES INACCORDANCE WITH TCEQ REGULATIONS.

CONTRACTOR SHALL INSTALL #12 COPPER W.P. DETECTOR WIRE WITH ALLMAIN LINES. THE WIRE SHALL BE BROUGHT UP AT EACH FIRE HYDRANT ANDWRAPPED AROUND TWICE. ALL JOINTS SHALL BE SOLDERED AND WRAPPEDIN PVC COATING.

TAPPING SLEEVES SHALL BE JCM MODEL 439 MJ END TAPPING SLEEVE ORAPPROVED EQUAL.

BACKFILL AND EMBEDMENT DETAILCITY OF ROCKPORTARANSAS COUNTY, TEXAS REVISED: 05/01/06


MATCH BOTTOM FACE OF EXISTING

OR PROPOSED PAVEMENT)(IN AREAS WITH EXISTING

18" MAX.

12" Ø PIPE AND SMALLER12" MIN.

OR PROPOSED SUBGRADE

15" Ø PIPE AND LARGER

36" MAX.24" MIN.

EXCAVATION, PLACED IN MAXIMUM

TAMPED TO 90% STD. PROCTOR DENSITY.8" LOOSE LAYERS AND MECHANICALLY

SUITABLE MATERIAL FROM TRENCH

EXCAVATION, MECHANICALLY TAMPEDSUITABLE MATERIAL FROM TRENCH

SEE 2B3, SPECIFICATIONSEXCAVATION, MECHANICALLY TAMPED.

SUITABLE MATERIAL FROM TRENCH

BACKFILLINITIAL

O.D.PIPE

O.D.PIPE

TRENCHVARIES

12"

18"

FINAL BACKFILL

(IN NON-PAVED AREAS)NEATLY MOUNDED

3"

J. SCHWARZ &

ASSOCIATES, INC.


JSA

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CEMENT STABILIZED SAND1 1/ 2 SACKS TYPE 1

PORTLAND CEMENT / CYOF SAND MIN.

MATERIAL FROM TRENCHEXCAVATION COMPACTEDTO MATCH SURROUNDINGNATURAL GROUND

8"

CEMENT STABILIZED SAND1 1/ 2 SACKS TYPE 1PORTLAND CEMENT / CYOF SAND MIN.

UNDISTURBED NATURALGROUND

TOP TRENCH WITH TO 4" MAXHEIGHT ABOVE NATURAL GROUND-DO NOT BLOCK DRAINAGE

SAW CUT ROADSURFACE AND BASE 4" MIN.

1'1'

PIPEDIAMETER

6" M

IN.

MATCH EXISTINGROAD SURFACEMATERIALS AND

THICKNESS

3'-6

" MIN

.

MATCH EXISTINGROAD BASE

MATERIALS ANDTHICKNESS

RCPSTORMSEWER

TRENCH UNDER EXISTING PAVEMENT TRENCH IN UNDISTURBED NATURAL GROUND

TRENCH IS SYMMETRICABOUT MIRROR LINE

TYPICAL RCP STORM SEWER BEDDING NOT TO SCALE

TOPSOIL TO BE PROVIDED EQUALOR BETTER THAN EXISTING. MATCHEXISTING TOPSOIL DEPTH

N.T.S.

4" ROLL CURB DETAIL

#4 X 3'-0" DOWELS

REINFORCING BARSNO. 4 CONTINUOUS

2'-0"

R=12

"

1/2" MORTAR TOPPING

#4 X 3'-0" DOWELS

10"

6"

3"

3"3"

3"

ASPHALT PARKING LOT SECTIONN.T.S.

2" HOT MIX ASPHALT

6" CRUSHED CONCRETE ORLIMESTONE BASE

12" COMPACTED SUBGRADETO 95% STD. PROCTOR DENSITY

TIED SIDEWALK W/4" ROLL CURBN.T.S.

8"

18"

#3 BAR BEND

NOTE:ALL EXPOSED EDGES ON CURB AND GUTTER AND SIDEWALK TO BE EDGEDWITH 1/2" EDGING TOOL.

TIED SIDEWALK WIDTH VARIES

12"

6"

4"

4" ROLL CURB, SEEDETAIL FOR JOINTINGAND REINFORCING

#3 BAR @ 24" O.C.

SEE TYPICAL SIDEWALK DETAILS FORJOINTING AND REINFORCING

COMPACT SUBGRADETO 95% STANDARDPROCTOR DENSITY

#4 BAR

#4 BARS

TIED SIDEWALK WITH 6" L- CURB SECTIONN.T.S.

TIED SIDEWALK WIDTH VARIES

6"

12"

8"

18"

#3 BAR BEND

NOTE:ALL EXPOSED EDGES ON CURB AND GUTTER AND SIDEWALK TO BE EDGEDWITH 1/2" EDGING TOOL.

4"

6" L OR S CURBSEE DETAIL FOR JOINTINGAND REINFORCING

#3 BAR @ 24" O.C.

SEE TYPICAL SIDEWALK DETAILS FORJOINTING AND REINFORCING COMPACT SUBGRADE

TO 95% STANDARDPROCTOR DENSITY

#4 BAR

#4 BARS

at expansion joints.1/2" x 3' Dowels

SIDEWALK DETAIL

with #3 bars at 18" o.c. both waysNOTE: Sidewalks to be reinforced

3000 psi ConcreteSidewalk

Transverse Marking

Min. Slope 1/4":1'

4' O.C. Max

CONCRETE SHALL BE 3000 PSI, 5" SLUMP MAX.

TRANSVERSE MARKINGS OR PLANES OF WEAKNESS SHALL BE PROVIDEDIN CURB AND GUTTER AS SHOWN IN DETAIL DRAWING.

EXPANSION JOINT SHALL BE PROVIDED AT NOT MORE THAN 40' INTERVALSBY USE OF 3/4" REDWOOD EXPANSION JOINTS.

THREE 1/2" Ø x 3.0" DOWELS SHALL BE PROVIDED AT EACH JOINT ANDEXTENDING 18" EITHER SIDE OF JOINT. DOWELS SHALL BE WRAPPEDIN ROOFING FELT OR TREATED PAPER TO PREVENT BOND ON ONE END.

ALTERNATE TO NOTES 3 & 4: 3/4" REDWOOD EXPANSION JOINT SHALLBE PROVIDED AT 39'-0" CENTERS (MAXIMUM). REINFORCEMENT SHALLCONSIST OF THE EXTENSION OF MAIN REINFORCEMENT 12" ACROSS THEJOINT, THE 12" PORTION FELT WRAPPED.

CONCRETE GENERAL NOTES FOR CURBS:

1.

2.

3.

4.

4-A.

1 1/

2"

13 5/8"7 3/8"

4 1/2"

3"

12"

2'-0"

4"

6"

3"3"

3" 3"

3"7"

#4 BARS CONTINUOUS

1/2" MORTAR TOPPING

6" L- CURB SECTIONN.T.S.

LAY DOWNCURB SECTION

EMBANKMENT1. FURNISH, PLACE, AND COMPACT MATERIALS FOR CONSTRUCTION OF PARKING LOT WHERE ADDITIONAL MATERIAL IS REQUIRED.2. FURNISH APPROVED MATERIAL CAPABLE OF FORMING A STABLE EMBANKMENT FOR THE PARKING LOT OF SIMILAR PI AND LL AS THEEXISTING SITE MATERIAL.3. SCARIFY AND LOOSEN THE UNPAVED SURFACE AREAS, EXCEPT ROCK, TO A DEPTH OF AT LEAST 6 IN., UNLESS OTHERWISE SHOWN ON THE PLANS.BENCH SLOPES BEFORE PLACING MATERIAL. BEGIN PLACEMENT OF MATERIAL AT THE TOE OF SLOPES. DO NOT PLACE TREES, STUMPS, ROOTS,VEGETATION, OR OTHER OBJECTIONABLE MATERIAL IN THE EMBANKMENT. SIMULTANEOUSLY RECOMPACT SCARIFIED MATERIAL WITH THE PLACEDEMBANKMENT MATERIAL. DO NOT EXCEED THE LAYER DEPTH OF 8”4. CONSTRUCT EMBANKMENTS TO THE GRADE AND SECTIONS SHOWN ON THE PLANS. CONSTRUCT THE EMBANKMENT IN LAYERS APPROXIMATELYPARALLEL TO THE FINISHED GRADE FOR THE FULL WIDTH OF THE INDIVIDUAL PARKING CROSS SECTIONS, UNLESS OTHERWISE SHOWN ON THE PLANS.ENSURE THAT EACH SECTION OF THE EMBANKMENT CONFORMS TO THE DETAILED SECTIONS OR SLOPES. MAINTAIN THE FINISHED SECTION, DENSITY,AND GRADE UNTIL THE PROJECT IS ACCEPTED.5. CONSTRUCT EMBANKMENTS IN SUCCESSIVE LAYERS, EVENLY DISTRIBUTING MATERIALS IN LENGTHS SUITED FOR SPRINKLING AND ROLLING. MOVE THEMATERIAL DUMPED IN PILES OR WINDROWS BY BLADING OR BY SIMILAR METHODS AND INCORPORATE IT INTO UNIFORM LAYERS. FEATHEREDGE OR MIXABUTTING LAYERS OF DISSIMILAR MATERIAL FOR AT LEAST 100 FT. TO ENSURE THERE ARE NO ABRUPT CHANGES IN THE MATERIAL. BREAK DOWN CLODSOR LUMPS OF MATERIAL AND MIX EMBANKMENT UNTIL A UNIFORM MATERIAL IS ATTAINED.6. COMPACTION METHODS. BEGIN ROLLING LONGITUDINALLY AT THE SIDES AND PROCEED TOWARD THE CENTER, OVERLAPPING ON SUCCESSIVETRIPS BY AT LEAST 1/2 THE WIDTH OF THE ROLLER. ON SUPER ELEVATED CURVES, BEGIN ROLLING AT THE LOWER SIDE AND PROGRESS TOWARD THE HIGHSIDE. ALTERNATE ROLLER TRIPS TO ATTAIN SLIGHTLY DIFFERENT LENGTHS.7. COMPACT EACH LAYER TO THE REQUIRED DENSITY USING APPROPRIATE

jsa associates, inc. j. schwarz...all liquid waste materials will be collected and stored in sealed...

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