Atch_2_Drawings.pdf

PDF 10 MB Posted Jun 20, 2025

Attached to: Padre Island NS Malaquite RV Dump Station Federal contract opportunity
Solicitation number: 140P6325B0010
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Jun 20, 2025

This document is a set of engineering drawings for the Malaquite Campground RV Dumping Station Replacement project at Padre Island National Seashore in Texas. The comprehensive drawing set includes 11 sheets covering existing site plans, proposed site layouts, detailed cross-sections, and technical specifications for replacing the current RV dumping and potable water stations.

Key technical details include replacing existing dumping stations, water access points, and infrastructure with new concrete pads, updated utility connections, signage, and site improvements. The drawings specify precise measurements for concrete islands, utility connections (including 4" PVC sewer and water lines), electrical modifications, and installation requirements. The project involves removing and replacing existing infrastructure while maintaining the current site footprint, with specific attention to details such as drainage, traffic markings, and utility connections. Design elements include concrete grading, expansion joints, signage for potable and non-potable water, and detailed specifications for bollards, water towers, and station enclosures.

View the file

Other files for this federal contract opportunity

Other files attached to Padre Island NS Malaquite RV Dump Station, newest first.
File	Type	Posted
Sol_140P6325B0010.pdf	PDF	Jun 20, 2025
Atch_1_Specifications.pdf	PDF	Jun 20, 2025
Atch_3_Wage_Determination_TX20250085_1_3_25.pdf	PDF	Jun 20, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

NUENCES COUNTY

AutoCAD SHX Text

KLEBERG COUNTY

AutoCAD SHX Text

KLEBERG COUNTY

AutoCAD SHX Text

KENEDY COUNTY

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MALAQUITE

AutoCAD SHX Text

BEACH AREA

AutoCAD SHX Text V.C.

AutoCAD SHX Text

BASIN

AutoCAD SHX Text P

AutoCAD SHX Text

ENTRANCE STATION

AutoCAD SHX Text

BIRD

AutoCAD SHX Text

CORPUS

AutoCAD SHX Text

CHRISTI

AutoCAD SHX Text

HQ.

AutoCAD SHX Text P

AutoCAD SHX Text

PASS

AutoCAD SHX Text

YARBOROUGH

AutoCAD SHX Text

GULF OF MEXICO

AutoCAD SHX Text

BAFFIN

AutoCAD SHX Text

BAY

AutoCAD SHX Text

ZAPATA

AutoCAD SHX Text

FALFURIAS

AutoCAD SHX Text

VICTORIA

AutoCAD SHX Text

PORT

AutoCAD SHX Text

MANSFIELD

AutoCAD SHX Text

RAYMONDVILLE

AutoCAD SHX Text

CORPUS

AutoCAD SHX Text

CHRISTI

AutoCAD SHX Text

KINGSVILLE

AutoCAD SHX Text

BROWNSVILLE

AutoCAD SHX Text

HARLINGEN

AutoCAD SHX Text

EDINBURG

AutoCAD SHX Text McALLEN

AutoCAD SHX Text

LAREDO

AutoCAD SHX Text

BEEVILLE

AutoCAD SHX Text

GEORGE

AutoCAD SHX Text

WEST

AutoCAD SHX Text

MATAMOROS

AutoCAD SHX Text

PADRE

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text N.S.

AutoCAD SHX Text

RIO

AutoCAD SHX Text

GRANDE

AutoCAD SHX Text

GULF

AutoCAD SHX Text

MEXICO

AutoCAD SHX Text

TEXAS

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

MEXICO

AutoCAD SHX Text

RESTROOMS

AutoCAD SHX Text

PRIMITIVE CAMPGROUND

AutoCAD SHX Text

INFORMATION CENTER

AutoCAD SHX Text

CAMPGROUND

AutoCAD SHX Text

RANGER STATION

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

VISITOR CENTER

AutoCAD SHX Text P

AutoCAD SHX Text

HQ.

AutoCAD SHX Text V.C.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

COUNTY LINE

AutoCAD SHX Text

PARK BOUNDARY

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

SCALE OF KILOMETERS

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 1/5/24 12:56 CAWALKER R23 Z:\IMDECADD\PROJECTS\PAIS\PAIS 257911 - REPLACE SEWAGE LAGOON LINERS\DRAWINGS\CDS\PAIS 1-COVER.DWG XREFS: .\PAISBASE.DWG;

AutoCAD SHX Text BASIC DATA: BOUNDARY MAP NS-PI-91,000 5/71; PARK MINI FOLDER 1991; REVISED & REDRAWN 5/97. UPDATED 11/98. SGS.

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

INTERMOUNTAIN REGION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF PROJECT

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

MALAQUITE CAMPGROUND RV DUMPING STATION REPLACEMENT

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

KLEBERG

AutoCAD SHX Text

TEXAS

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text

INTERMOUNTAIN

AutoCAD SHX Text

SOUTHEAST

AutoCAD SHX Text

TEXAS

AutoCAD SHX Text 192457

AutoCAD SHX Text

AutoCAD SHX Text 257507

AutoCAD SHX Text

THIS PROJECT

1 COVER COVER 2. G1 GENERAL NOTES G1 GENERAL NOTES GENERAL NOTES 3. G2 FIELD PHOTOGRAPHS G2 FIELD PHOTOGRAPHS FIELD PHOTOGRAPHS 4. C1 EXISTING SITE PLAN C1 EXISTING SITE PLAN EXISTING SITE PLAN 5. C2 PROPOSED SITE PLAN C2 PROPOSED SITE PLAN C2 PROPOSED SITE PLAN PROPOSED SITE PLAN 6. C3 PROPOSED RV DUMP STATION LAYOUT & DETAILS C3 PROPOSED RV DUMP STATION LAYOUT & DETAILS PROPOSED RV DUMP STATION LAYOUT & DETAILS 7. C4 PROPOSED PAVEMENT GRADING & JOINT DETAILS C4 PROPOSED PAVEMENT GRADING & JOINT DETAILS PROPOSED PAVEMENT GRADING & JOINT DETAILS 8. C5 DUMPING STATION SECTION DETAILS C5 DUMPING STATION SECTION DETAILS DUMPING STATION SECTION DETAILS 9. C6 DUMPING STATION DETAILS C6 DUMPING STATION DETAILS DUMPING STATION DETAILS 10. C7 POTABLE WATER STATION PLAN, SECTION AND PHOTOS C7 POTABLE WATER STATION PLAN, SECTION AND PHOTOS POTABLE WATER STATION PLAN, SECTION AND PHOTOS 11. C8 CIVIL DETAILS - 1C8 CIVIL DETAILS - 1CIVIL DETAILS - 1

GENERAL NOTES

1. IALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE CHANGES ARE

MADE.

2. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

3. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER

UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH

INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS

VIA POTHOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS.

4. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT.

CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR

TICKET.

5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING UTILITIES ACCIDENTALLY DAMAGED DURING CONSTRUCTION.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL

TYPES, I.D. AND O.D. OF PIPES, ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES IMPACTING NEW WORK SUFFICIENTLY IN

ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS.

7. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

8. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY

PROTOCOLS.

9. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

10. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE

UPDATED DAILY.

11. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE DELINEATED IN THIS

PLAN SET.

12. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO PREVENT THE PUBLIC

OR PARK STAFF FROM ENTERING WORK AREAS.

13. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A

TRAFFIC AND PEDESTRIAN CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION.

14. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

15. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES.

RESOURCE PROTECTION NOTES

1. ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE).

2. IF IMPORTED MATERIALS SUCH AS SAND, GRAVEL OR BASE ARE REQUIRED FOR THIS PROJECT, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF THE SOURCE OF THE MATERIALS AND ALL

MATERIALS SHALL BE CLEAN AND WEED FREE.

3. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL SUBMIT A EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL BY THE CONTRACTING OFFICER BEFORE MOBILIZATION TO THE JOB SITE. ONCE INSTALLED, CONTRACTOR SHALL PERFORM WEEKLY QUALITY CHECKS TO ENSURE EROSION AND SEDIMENT CONTROL

STRUCTURES ARE FUNCTIONAL.

4. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION ACTIVITY. NO WORK SHALL OCCUR OUTSIDE THE IMMEDIATE VICINITY OF THE WORK

AREAS SHOWN IN THE PLANS.

5. IF A GENERATOR IS USED ON THIS PROJECT, A FUEL CONTAINMENT SYSTEM SHALL BE UNDERNEATH THE

GENERATOR AT ALL TIMES. PROVIDE A SUBMITTAL FOR THE PROPOSED FUEL CONTAINMENT SYSTEM FOR APPROVAL BY THE CONTRACTING OFFICER BEFORE MOBILIZATION OF A GENERATOR TO THE PROJECT SITE.

6. A PORTABLE SPILL CONTAINMENT POOL/PAD SHALL BE PLACED UNDERNEATH THE FUELING AREA BEFORE REFUELING ANY EQUIPMENT ON SITE. CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THE PROPOSED SPILL CONTAINMENT POOL/PAD FOR APPROVAL BY THE CONTRACTING OFFICER BEFORE MOBILIZING ANY EQUIPMENT TO THE PROJECT SITE. ACCEPTABLE POOLS/PADS: PIG MODEL PAK927, PIG MODEL PAK723, OR

APPROVED EQUAL.

7. FUEL CONTAINMENT IS REQUIRED FOR ALL FUEL CACHES, INCLUDING SMALL VOLUME GASOLINE

CONTAINERS.

8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

WORK RESTRICTIONS

1. WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL

FROM THE CONTRACTING OFFICER.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M. LAFOREST

AutoCAD SHX Text

M. LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257911

AutoCAD SHX Text G1

1/5/24 12:56 CAWALKER R23 Z:\IMDECADD\PROJECTS\PAIS\PAIS 257911 - REPLACE SEWAGE LAGOON LINERS\DRAWINGS\CDS\PAIS 2-G1 NOTES.DWG

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

FIELD PHOTOGRAPHS - 1

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text G2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

DUMPING STATION FACING WEST

AutoCAD SHX Text REMOVE POTABLE FIBERGLASS ENCLOSURE AND WATER REEL. REPLACE WITH POTABLE WATER TOWER

AutoCAD SHX Text

LIGHT PEDESTAL W/BOX "ABANDONED"

AutoCAD SHX Text

CONCRETE ISLAND TO REMAIN. RECOAT WITH YELLOW TRAFFIC MARKING PAINT

AutoCAD SHX Text

EXISTING SIGNAGE TO BE REPLACED

AutoCAD SHX Text

REPLACE EXISTING BOLLARDS. SEE SHEET C8 FOR DETAILS

AutoCAD SHX Text

REDUCED PRESSURE ZONE ASSEMBLY VAULT TO BE REPLACED.

AutoCAD SHX Text

REPLACE DUMPING STATIONS. SEE SHEET C2 THROUGH C6 FOR SITE PLANS

AutoCAD SHX Text

CONCRETE ISLAND TO REMAIN. RECOAT WITH YELLOW TRAFFIC MARKING PAINT

AutoCAD SHX Text

POTABLE WATER ACCESS (FACING SOUTH)

AutoCAD SHX Text

CONCRETE ISLAND TO REMAIN. RECOAT WITH YELLOW TRAFFIC MARKING PAINT

AutoCAD SHX Text REMOVE POTABLE WATER FIBERGLASS ENCLOSURE AND REPLACE WITH WATER TOWER SEE SHEET C7 FOR DETAILS.

AutoCAD SHX Text

REPLACE RPZ ENCLOSURE AND 3/4" BRASS RPZ ASSEMBLIES

AutoCAD SHX Text

POTABLE WATER ENCLOSURE

AutoCAD SHX Text

UTILIZE EXISTING 3/4" PVC FOR WATER SERVICE TO PROPOSED WATER TOWER

AutoCAD SHX Text REMOVE AND DISPOSE OF ENCLOSURE AND HOSE REEL ASSEMBLIES. EXISTING WATER SERVICE TO BE REUSED FOR NEW TOWER.

AutoCAD SHX Text PRIOR TO INSTALLING POTABLE WATER TOWER BACKFILL VAULT TO EXISTING CONCRETE SURFACE WITH FLOWABLE.

AutoCAD SHX Text

EXISTING DUMPING STATION FACING SOUTH

AutoCAD SHX Text

EXISTING BOLLARDS (REMOVE AND REPLACE)

AutoCAD SHX Text

REPLACE EXISTING DUMPING STATION SEE SHEETS C2 THROUGH C6 FOR DETAILS.

AutoCAD SHX Text

REPLACE EXISTING DUMPING STATION SEE SHEET C2 AND C6 FOR DETAILS.

AutoCAD SHX Text

REDUCED PRESSURE ZONE ASSEMBLY

AutoCAD SHX Text REPLACE BOTH REDUCE PRESSURE ZONE ASSEMBLIES. 3/4" WATTS 009M3-QT OR APPROVED EQUAL.

AutoCAD SHX Text

CONNECT TO EXISTING 3/4" SCH. 80 PVC

AutoCAD SHX Text

REPLACE EXISTING FIBERGLASS ENCLOSURE

AutoCAD SHX Text

REPLACE EXISTING BOLLARDS. SEE SHEET C8 FOR DETAILS

AutoCAD SHX Text REMOVE POTABLE FIBERGLASS ENCLOSURE AND WATER REEL. REPLACE WITH POTABLE WATER TOWER

REMOVE POTABLE FIBERGLASS ENCLOSURE AND WATER REEL. REPLACE WITH POTABLE WATER TOWER

GENERAL NOTES:

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EPED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C1

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EXIST. ELECTRICAL BOX (TO REMAIN)

AutoCAD SHX Text

EXISTING 3/4" BALL VALVE SHUT-OFF W/ BOX

AutoCAD SHX Text

EXISTING POTABLE WATER ACCESS

AutoCAD SHX Text

EXISTING RV DUMPING STATIONS

AutoCAD SHX Text

EXISTING 2" WATERLINE MATERIAL UKNOWN

AutoCAD SHX Text

EXISTING 6" VCP SEWERMAIN

AutoCAD SHX Text

EXISTING 4" SEWER SERVICE

AutoCAD SHX Text

EXIST. MH "COVER BURIED"

AutoCAD SHX Text

EXISTING RPZ ASSEMBLIES AND BOX

AutoCAD SHX Text

EXISTING LIGHT POLE BASE (ABANDONED)

AutoCAD SHX Text

EXISTING 4" DOUBLE CLEANOUT

AutoCAD SHX Text

1. CONTOURS AND ELEVATION DATA SHOWN HEREIN WERE PROVIDED CONTOURS AND ELEVATION DATA SHOWN HEREIN WERE PROVIDED FROM USGS 2018 SOUTH TEXAS LIDAR DATA 1.1. PROJECTION AND DATUM: Texas State Planes, South Zone, PROJECTION AND DATUM: Texas State Planes, South Zone, US Foot DATUM NAD83(2011) 2. EXISTING DUMP STATION IS CURRENTLY OPERATIONAL AND EXISTING DUMP STATION IS CURRENTLY OPERATIONAL AND IN-USE. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING UNDERGROUND UTILITIES PRIOR TO DIGGING AND CONSTRUCTION.

AutoCAD SHX Text

EXIST. MH "COVER BURIED"

AutoCAD SHX Text

20410 PARK RD.

AutoCAD SHX Text

EXISTING WATER METER/BOX (TO REMAIN)

EXISTING 1" PVC SERVICE LINE

20410 PARK RD.

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EPED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C2

AutoCAD SHX Text

EXISTING GRAVITY SEWER PIPING

AutoCAD SHX Text

EXIST. MH "COVER BURIED"

AutoCAD SHX Text

KEYNOTES:

AutoCAD SHX Text

1. REMOVE AND DISPOSE EXISTING DOUBLE REMOVE AND DISPOSE EXISTING DOUBLE CLEANOUT AND PIPING UNDER EXISTING DUMPING STATIONS. 2. PROPOSED 4" PVC SCH. 40 WASTE DRAIN PROPOSED 4" PVC SCH. 40 WASTE DRAIN PIPING 3. PROPOSED 4" PVC SCH. 40 DOUBLE PROPOSED 4" PVC SCH. 40 DOUBLE CLEANOUT WITH CAPS. INSTALL A 2'X4.5'X4" THICK CONCRETE PAD AROUND DOUBLE CLEANOUT. TOP OF CONCRETE TO BE FLUSH WITH EXISTING GRADE. 4. COMPLETELY REMOVE EXISTING DUMPING COMPLETELY REMOVE EXISTING DUMPING STATION. INCLUDES, ALL CURBING, PIPING, SIGNAGE, ETC... 5. SAWCUT AND REMOVE EXISTING ASPHALT SAWCUT AND REMOVE EXISTING ASPHALT AT DIMENSIONS SHOWN. HAUL-OFF REMOVED ASPHALT OFFSITE. 6. PROPOSED 25'X36'X6" REINFORCED PROPOSED 25'X36'X6" REINFORCED CONCRETE PAD. SEE SHEET 7 FOR CONSTRUCTION DETAILS. 7. PROPOSED DUMPING STATION. SEE SHEET PROPOSED DUMPING STATION. SEE SHEET C3 THROUGH C6 FOR CONSTRUCTION DETAILS. 8. REPLACE EXISTING WATER SHUT-OFF REPLACE EXISTING WATER SHUT-OFF VALVE BOX, COVER AND 3/4" PVC BALL VALVE. CONNECT PROPOSED VALVE TO EXISTING WATER SERVICE LINE. 9. REMOVE EXISTING POTABLE WATER REMOVE EXISTING POTABLE WATER SUPPLY ASSEMBLY AND ENCLOSURE. INSTALL NEW POTABLE WATER TOWER ON EXISTING CONCRETE CURB ISLAND. RECOAT EXISTING ISLAND WITH "YELLOW" TRAFFIC MARKING PAINT, PRIOR TO INSTALLING PROPOSED WATER FACILITIES. SEE SHEETS C7 AND C8 FOR WATER STATION DETAILS. 10. INSTALL 10"X15" HDPE VALVE BOX AND INSTALL 10"X15" HDPE VALVE BOX AND COVER SET IN CONCRETE ISLAND. SEE SHEET C6 FOR PLUMBING DETAILS 11. REPLACE EXISTING 30" LONG X 18" WIDE REPLACE EXISTING 30" LONG X 18" WIDE RPZ FIBERGLASS ENCLOSURE AND RPZ ASSEMBLIES. REPLACE ENCLOSURE AND RPZ ASSEMBLIES. SEE SHEET C8 FOR DETAILS. 12. DEMOLISH AND REMOVE LIGHT POLE DEMOLISH AND REMOVE LIGHT POLE CONCRETE PAD AND FOOTING. INSTALL EXISTING BOX OVER ELECTRICAL FOR FUTURE ACCESS. ELECTRICAL BOX COVER TO FLUSH WITH FINISHED GRADE. 13. CONNECT TO EXISTING GRAVITY SEWER CONNECT TO EXISTING GRAVITY SEWER WITH A MECHANICAL JOINT 4" RIGID COUPLER 501 ROMAC OR APPROVED EQUAL. 14. REMOVE AND REPLACE BOLLARDS. SEE REMOVE AND REPLACE BOLLARDS. SEE SHEET C8 FOR REPLACEMENT DETAILS. 15. EXISTING 1" METER TO REMAIN EXISTING 1" METER TO REMAIN

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

EXIST. ELECTRICAL BOX (TO REMAIN)

AutoCAD SHX Text

EXISTING WATERMAIN TO REMAIN

EXISTING WATER SERVICE TO REMAIN

EEEE

E E

GENERAL NOTES:

EXISTING ASPHALT

DRIVE TO REMAIN

C C

A A

EXISTING ASPHALT

DRIVE TO REMAIN

NOTE:

DS#2

DS#1

NOTE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

RV DUMP STATION

AutoCAD SHX Text

LAYOUT & DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C3

AutoCAD SHX Text

1. CONSTRUCT DUMP STATION#1 AND DUMP CONSTRUCT DUMP STATION#1 AND DUMP STATION#2 (DS#1 AND DS#2) WITH EQUAL DIMENSIONS. 2. PROPOSED CONCRETE ISLAND DUMP STATIONS PROPOSED CONCRETE ISLAND DUMP STATIONS TO BE COATED WITH "YELLOW" TRAFFIC MARKING PAINT. 3. EXISTING 4" DRAIN LINE FROM EXISTING EXISTING 4" DRAIN LINE FROM EXISTING DUMPING STATION TO BE COMPLETELY REMOVED PRIOR TO PLACEMENT OF NEW PAVEMENT AND CONCRETE.

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

6" DUMPING STATION CURB AND GUTTER

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CURB AND GUTTER EXPANSION JOINT DETAIL

AutoCAD SHX Text

1/2" WIDE EXPANSION JOINT MATERIAL

AutoCAD SHX Text

TOP OF PAVEMENT

AutoCAD SHX Text

2 EA - 7/8" X 24" SMOOTH DOWELS

AutoCAD SHX Text

USE 2 LAYER OF ROOFING FELT TO WRAP BARS AND PLUG END

AutoCAD SHX Text

NO. 4 REBAR (TYP.)

AutoCAD SHX Text

1. ALL REINFORCING BARS TO BE NO. 4 UNLESS ALL REINFORCING BARS TO BE NO. 4 UNLESS OTHERWISE NOTED. 2. ROUND SHARP EDGES WITH A ROUNDING ROUND SHARP EDGES WITH A ROUNDING TOOL, TO A MIN RADIUS OF INCH. 14 INCH. 3. TOP OF CURB PROFILE GRADE TO BE TOP OF CURB PROFILE GRADE TO BE BETWEEN 5" AND 5-3/4" ABOVE EXISTING ADJACENT ASPHALT GRADE.

AutoCAD SHX Text

2 INCH THICK SAND BEDDING

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DUMP STATION CONCRETE ISLAND SECTION

AutoCAD SHX Text

CURB AND GUTTER (TYP.)

AutoCAD SHX Text

SLOPED CONCRETE RV DUMPING STATION COLLECTION AREA.

AutoCAD SHX Text

1/2" THICK EXPANSION JOINT MATERIAL

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text 4" CLASS 4000 CONCRETE (BROOM FINISH TEXTURE) COATED WITH YELLOW TRAFFIC MARKING PAINT

AutoCAD SHX Text

CURB AND GUTTER COATED WITH YELLOW TRAFFIC MARKING PAINT

AutoCAD SHX Text

#4 REBAR @ 12" OC12" OC

AutoCAD SHX Text

SEE SHEET C4 FOR DETAILS

AutoCAD SHX Text

SEE SHEET C4 FOR DETAILS

AutoCAD SHX Text

SEE SHEET C5 FOR DETAILS

AutoCAD SHX Text

1. ADD EXPANSION JOINT BETWEEN EXISTING ASPHALT ADD EXPANSION JOINT BETWEEN EXISTING ASPHALT PROPOSED CONCRETE. 2. INSTALL/REPAIR PER INSTRUCTION FROM C.O. IN INSTALL/REPAIR PER INSTRUCTION FROM C.O. IN DESIGNATED AREAS INSTALL/REPAIR PER INSTRUCTION FROM C.O. IN DESIGNATED AREAS OR LOCATIONS DAMAGED DUE TO CONSTRUCTION. 3. CONCRETE CURB TO BE 4000 PSI CONCRETE. CONCRETE CURB TO BE 4000 PSI CONCRETE. 4. COLOR TO BE DAVIS COLORS: 2 LBS/94 LB SACK COLOR TO BE DAVIS COLORS: 2 LBS/94 LB SACK CEMENT, 5084 COLOR TO BE DAVIS COLORS: 2 LBS/94 LB SACK CEMENT, 5084 HARVEST GOLD (NO SUBSTITUTIONS) - MATCH EXISTING

AutoCAD SHX Text

SEE SHEET C4 FOR DETAILS

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

1" = 3'

EEEE

E E

E EXISTING ASPHALT

DRIVE TO REMAIN

EXISTING ASPHALT

DRIVE TO REMAIN

DS#2

DS#1

CONTROL JOINT

EXPANSION JOINT

PROPOSED CONCRETE TO EXISTING ASPHALT

GENERAL NOTES:

PROPOSED 6" CONCRETE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PAVEMENT GRADING

AutoCAD SHX Text

& JOINT DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C4

AutoCAD SHX Text

AutoCAD SHX Text C4

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONTROL AND EXPANSION JOINTS

AutoCAD SHX Text

SAW CUT OR TROLL CONTROL TO 1/4 OF PAVEMENT THICKNESS

AutoCAD SHX Text

MATCH TOP OF PAVEMENT GRADE TO EXISTING ASPHALT

AutoCAD SHX Text

PROPOSED 6" THICK 4000 PSI CONCRETE PAVEMENT

AutoCAD SHX Text

EXISTING ASPHALT (THICKNESS UNKNOWN)

AutoCAD SHX Text

EXISTING SUBGRADE

AutoCAD SHX Text

PLACE CONCRETE TO EXISTING SAW CUT ASPHALT EDGE

AutoCAD SHX Text

7/8" X 24" SMOOTH DOWELS

AutoCAD SHX Text

USE 2 LAYER OF ROOFING FELT TO WRAP BARS AND PLUG END

AutoCAD SHX Text

PROPOSED 6" THICK 4000 PSI CONCRETE PAVEMENT

AutoCAD SHX Text 12 INCH LIMESTONE BASE OR APPROVED BASE MATERIAL (TXDOT ITEM 247 TYPE A GRADE 1-2)

AutoCAD SHX Text

AutoCAD SHX Text C4

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PROPOSED CONCRETE SECTION

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

1. ALL PROPOSED CONCRETE TO BE 4000 PSI ALL PROPOSED CONCRETE TO BE 4000 PSI CONCRETE 2. PROVIDE EXPANSION JOINTS BETWEEN PROVIDE EXPANSION JOINTS BETWEEN PROPOSED CURB AND GUTTER. 3. REPAIR ALL DAMAGED ASPHALT CAUSED BY REPAIR ALL DAMAGED ASPHALT CAUSED BY CONSTRUCTION OF PROPOSED FACILITIES.

AutoCAD SHX Text

SLOPE PROPOSED CONCRETE TO MATCH EXISTING PAVEMENT CROWN

AutoCAD SHX Text

SLOPE PROPOSED CONCRETE TO MATCH EXISTING PAVEMENT CROSS SECTION

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 3'

AutoCAD SHX Text

CONTROL JOINT (TYP.)

AutoCAD SHX Text

EXPANSION JOINT AROUND CURB AND GUTTER TO PAVEMENT CONNECTION

NORTH SIDE SOUTH SIDE

WEST SIDE EAST SIDE

SIGN A SIGN B

WEST SIDE EAST SIDE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DUMPING STATION

AutoCAD SHX Text

SECTION DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C5

AutoCAD SHX Text

6" CURB AND GUTTER (TYP.) SEE DETAIL SHEET XX

AutoCAD SHX Text

20.3' LF OF 4" SCH. 40 PVC @ 2.0%

AutoCAD SHX Text

4" SCH. 40 90° LONG SWEEP ELBOW

AutoCAD SHX Text

MATCH EXISTING DRAIN PIPE INVERT

AutoCAD SHX Text

4" CAST IRON FOOT OPERATED HATCH. CONNECT TO 4" PVC SCH. 40 THREADED ADAPTER

AutoCAD SHX Text

4" SCH. 40 PVC WYE

AutoCAD SHX Text

6.0' LF OF 4" SCH. 40 PVC @ 2.0%

AutoCAD SHX Text

4" SCH. 40 PVC DOUBLE CLEANOUT

AutoCAD SHX Text

CONNECT TO EXISTING SEWER WITH 4" ROMAC 501 OR APPROVED EQUAL

AutoCAD SHX Text

AutoCAD SHX Text C5

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DUMPING STATION#2 SECTION C-C

AutoCAD SHX Text

AutoCAD SHX Text C5

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DUMPING STATION#1 CROSS SECTION B-B

AutoCAD SHX Text

AutoCAD SHX Text C5

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SEE SHEET C6 FOR PLUMBING DETAILS

AutoCAD SHX Text

1. 10"X15" HDPE VALVE BOX 10"X15" HDPE VALVE BOX AND COVER SET FLUSH WITH CONCRETE SURFACE. 2. DUMPING STATION SIGNAGE DUMPING STATION SIGNAGE SEE SHEET C6 FOR DETAILS 3. 34" TALL X 8" DIAMETER 34" TALL X 8" DIAMETER MARINE GRADE ALUMINUM BOLLARD SOLAR POWERED LED LIGHT. FIRSTLIGHT TECH WLB-102 OR APPROVED EQUAL. 4. 4" 1-GANG SCH. 80 PVC NM 4" 1-GANG SCH. 80 PVC NM BOX & 1" PVC SCH. 80 NM CONDUIT WITH 200LB PULL STRING FOR FUTURE ELECTRICAL SERVICE. 5. DUMPING STATION WATER DUMPING STATION WATER TOWER. SEE SHEET C6 FOR DETAILS 6. CAST-IRON FOOT OPERATED CAST-IRON FOOT OPERATED DUMPING ACCESS 7. 1" PVC SCH. 80 CONDUIT 1" PVC SCH. 80 CONDUIT BODY WITH PULL STRING FOR FUTURE ELECTRICAL SERVICE

AutoCAD SHX Text

KEYNOTES:

SEE SHEET C6 FOR PLUMBING DETAILS

DS#2

DS#1

SIGN A SIGN B

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DUMPING STATION

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C6

AutoCAD SHX Text

ELECTRICAL BOX WITH PULL STRING FOR FUTURE

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DUMPING STATION WATER SERVICE CONNECTION DETAILS

AutoCAD SHX Text

12"X15" HDPE VALVE BOX AND COVER

AutoCAD SHX Text

CONNECT PROPOSED 3/4" PEX TO EXISTING 3/4" SCH. 80 PVC WITH COMPRESSION COUPLING

AutoCAD SHX Text

3/4" BRASS TEE FOR SERVICE TO DS#2

AutoCAD SHX Text

3/4" BRASS TEE BALL VALVE

AutoCAD SHX Text

3/4" CTS PEX PIPING UNDER CONCRETE

AutoCAD SHX Text

3/4" PE X 3/4" FPT BRASS COMPRESSION COUPLING

AutoCAD SHX Text

3/4"X 4" BRASS NIPPLE

AutoCAD SHX Text

3/4" HYDRANT ASSIST ASSEMBLY WITH 3" PVC SCH. 40 BODY. HAK 750 OR APPROVED EQUAL

AutoCAD SHX Text

1" X 24" BRASS THREADED NIPPLE

AutoCAD SHX Text

3/4"X 1" BRASS HYDRANT CONNECTION

AutoCAD SHX Text

4"X8"X16" SOLID CONCRETE BLOCK

AutoCAD SHX Text

1"X6" BRASS NIPPLE & 90° ELBOW

AutoCAD SHX Text

CONNECT TO FACTORY STREET ELBOW WITH 1" X 1/2" BRASS BUSHING

AutoCAD SHX Text

POLYURETHANE SEALANT

AutoCAD SHX Text

12"X15" HDPE VALVE BOX AND COVER

AutoCAD SHX Text

3/4" BRASS 90° ELBOW

AutoCAD SHX Text

3/4" BRASS TEE BALL VALVE

AutoCAD SHX Text

3/4" CTS PEX PIPING UNDER CONCRETE

AutoCAD SHX Text

3/4" PE X 3/4" FPT BRASS COMPRESSION COUPLING

AutoCAD SHX Text

3/4"X 4" BRASS NIPPLE

AutoCAD SHX Text

3/4" HYDRANT ASSIST ASSEMBLY WITH 3" PVC SCH. 40 BODY. HAK 750 OR APPROVED EQUAL

AutoCAD SHX Text

1" X 24" BRASS THREADED NIPPLE

AutoCAD SHX Text

3/4"X 1" BRASS HYDRANT CONNECTION

AutoCAD SHX Text

4"X8"X16" SOLID CONCRETE BLOCK

AutoCAD SHX Text

1"X6" BRASS NIPPLE & 90° ELBOW

AutoCAD SHX Text

CONNECT TO FACTORY STREET ELBOW WITH 1" X 1/2" BRASS BUSHING

AutoCAD SHX Text

POLYURETHANE SEALANT

AutoCAD SHX Text

HEAD SPRING ASSEMBLY

AutoCAD SHX Text

VACCUM BREAKER

AutoCAD SHX Text

2" STEEL PIPE FACTORY PAINTED

AutoCAD SHX Text

HOSE AND NOZZLE ASSEMBLY

AutoCAD SHX Text

THREADED GALV. SERVICE CONNECTIONS

AutoCAD SHX Text WATER TOWER NOTES: 1. PAINT WATER TOWERS ACCORDING PAINT WATER TOWERS ACCORDING TO PROJECT LOCATION: NON-POTABLE STATION - RED POTABLE WATER STATION - BLUE 2. COATINGS FOR WATER TOWER TO COATINGS FOR WATER TOWER TO BE MARINE GRADE EPOXY

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

WATER TOWER ASSEMBLY

AutoCAD SHX Text

1/2"X6" GALVANIZED J-BOLT EMBEDDED IN CONCRETE

AutoCAD SHX Text TRAILERS HOLDING TANK DISPOSAL INSTRUCTION CONNECT YOUR HOSE TO HOLDING TANK PLACE END SECURELY IN DRAIN OPENING WHILE HOLDING COVER OPEN WITH FOOT OPEN TRAILER TANK DRAIN VALVE FLUSH AWAY ANY SPILLAGE ON CONCRETE INTO DRAIN OPEN BLACK WATER VALVE FIRST OPEN GRAY WATER VALVE TO FLUSH PIPE WARNING: USE IS FOR RECREATIONAL VEHICLE SANITARY WASTE ONLY. DUMPING OF NON-RV WASTE IS PROHIBITED.

AutoCAD SHX Text 4" SELF-CLOSING SANITARY FOOT OPERATED GALVANIZED HATCH WITH DUCTILE IRON THREADED BODY.

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

DUCTILE IRON THREADED BODY SET FLUSH WITH TOP OF CONCRETE

AutoCAD SHX Text

CONNECT TO DUCTILE IRON WITH 4" MPT X SLIP SOCKET SCH. 40 PVC FITTING

AutoCAD SHX Text

4" PVC SCH. 40 DRAIN LINE

AutoCAD SHX Text

DANGER UNSAFE WATER POTABLE WATER AVAILABLE AT WATER STATION

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

DUMPING STATION SIGNAGE

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

4" SELF CLOSING FOOT OPERATED COVER

AutoCAD SHX Text

3" STEEL POST (WEATHERED STEEL)

AutoCAD SHX Text

BASE MOUNT

AutoCAD SHX Text NOTE: GOVERNMENT SHALL SUPPLY SIGNS TO GOVERNMENT SHALL SUPPLY SIGNS TO CONTRACTOR FOR INSTALLATION ON POSTS. PRODUCT NAME: CUSTOM 18" X 12" RV DUMP STATION SIGN (BROWN) PRODUCT DETAILS: COLORS = WHITE & BROWN; SHAPE-VERTICAL; 63-MIL THICK ALUMINUM; CHARACTERS & BACKGROUND TO HAVE NON-GLARE FINISH; 3M INKS; ROUNDED CORNERS; PRE-PUNCHED HOLES

AutoCAD SHX Text

4" PVC SCH. 40 COVER ADAPTER WITH SLOTTED FLUSH PLUG OR SLIP ON CAP

AutoCAD SHX Text

4" PVC SCHEDULE 40 DWV PIPE

AutoCAD SHX Text

4" PVC SCHEDULE 40 DWV 45° WYE

AutoCAD SHX Text

4" PVC SCHEDULE 40 LONGSWEEP DWV 45° BEND

AutoCAD SHX Text

4" PVC SEWER SERVICE

AutoCAD SHX Text

4" PVC SCHEDULE 40 LONGSWEEP DWV 45°BEND

AutoCAD SHX Text

ELECTRICAL BOX WITH PULL STRING FOR FUTURE

AutoCAD SHX Text

AutoCAD SHX Text C6

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

4" DOUBLE CLEANOUT

AutoCAD SHX Text DIRECT BURY IN PAVEMENT BASE WITH 95% COMPACTION OR COMPACTED TO SUBGRADE AS DIRECT BY C.O.

AutoCAD SHX Text

PAVEMENT SURFACE

AutoCAD SHX Text

CONNECT TO EXISTING SEWER WITH 4" ROMAC 501 OR APPROVED EQUAL

AutoCAD SHX Text

EXISTING 4" PVC SEWER LINE

2'X4.5'X4" THICK CONCRETE PAD

SOUTH SIDE

NORTH SIDE

D D

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

POTABLE WATER STATION

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C7

AutoCAD SHX Text

AutoCAD SHX Text C7

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

POTABLE WATER STATIONS SECTION D-D

AutoCAD SHX Text

EXISTING POTABLE WATER ACCESS LOCATIONS (FACING EAST)

AutoCAD SHX Text INSTALL 10"X15" HDPE BOX INSIDE EXPOSED VAULT. BACKFILL WITH SAND MATERIAL TO BOTTOM OF EXISTING CONCRETE SLAB.

AutoCAD SHX Text

PLACE 6" CONCRETE SLAB TO SIT FLUSH WITH EXISTING CONCRETE SURFACE.

AutoCAD SHX Text

CONNECT TO EXISTING PVC WATER SERVICE LINE. SEE SHEET C6 FOR PLUMBING DETAILS.

AutoCAD SHX Text

EXISTING ASPHALT TO REMAIN

AutoCAD SHX Text

SEE SHEET C6 FOR WATER TOWER DETAILS.

AutoCAD SHX Text

SEE SHEET C6 FOR WATER TOWER DETAILS.

AutoCAD SHX Text

EXISTING ISLAND TO REMAIN

AutoCAD SHX Text INSTALL 10"X15" HDPE BOX INSIDE EXPOSED VAULT. BACKFILL WITH SAND MATERIAL TO BOTTOM OF EXISTING CONCRETE SLAB.

AutoCAD SHX Text

CONNECT TO EXISTING PVC WATER SERVICE LINE. SEE SHEET C6 FOR PLUMBING DETAILS.

AutoCAD SHX Text PLACE PROPOSED 10" X15" HDPE BOX INTO EXISTING OPEN VAULT. BACKFILL TO 6" BELOW EXISTING CONCRETE WITH SAND MATERIAL AND PLACE PROPOSED CONCRETE FLUSH WITH EXISTING CONCRETE SURFACE.

AutoCAD SHX Text

CONNECT TO EXISTING WATER SERVICE LINE AS SHOWN ABOVE AND SHEET C6.

AutoCAD SHX Text

RECOAT EXISTING CONCRETE ISLAND WITH "YELLOW" TRAFFIC MARKING PAINT.

AutoCAD SHX Text

REMOVE AND DISPOSE OF REEL AND FIBERGLASS ENCLOSURE.

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING 6" BOLLARDS.

AutoCAD SHX Text

REMOVE AND REPLACE "CLEAN WATER" SIGNAGE AND POST.

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING 6" BOLLARDS.

AutoCAD SHX Text

REMOVE AND REPLACE "CLEAN WATER" SIGNAGE AND POST.

AutoCAD SHX Text

REPLACE DUMPING STATIONS. SEE SHEET C2 THROUGH C6 FOR SITE PLANS & DETAILS.

AutoCAD SHX Text

REPLACE EXISTING FIBERGLASS RPZ BOX

AutoCAD SHX Text

REPLACE ENCLOSURES WITH WATER TOWER ASSEMBLIES.

AutoCAD SHX Text

RECOAT EXISTING CONCRETE ISLAND

AutoCAD SHX Text

INSTALL 10"X15" VALVE BOX

AutoCAD SHX Text

INSTALL 10"X15" VALVE BOX

AutoCAD SHX Text

EXISTING POTABLE WATER ACCESS LOCATIONS (FACING EAST)

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

NON-POTABLE

WATER

SIGNAGE

POTABLE

WATER

SIGNAGE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DUMPING STATION

AutoCAD SHX Text

CIVIL DETAILS - 1

AutoCAD SHX Text

AutoCAD SHX Text 192457

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text

M.LAFOREST

AutoCAD SHX Text C.Glime

AutoCAD SHX Text 05/2024

AutoCAD SHX Text

RV DUMPING STATION

AutoCAD SHX Text

PADRE ISLAND NATIONAL SEASHORE

AutoCAD SHX Text 257507

AutoCAD SHX Text C8

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

NON-POTABLE WATER SIGNAGE

AutoCAD SHX Text

3" STEEL POST (WEATHERED STEEL)

AutoCAD SHX Text DIRECT BURY IN PAVEMENT BASE WITH 95% COMPACTION OR COMPACTED TO SUBGRADE AS DIRECT BY C.O.

AutoCAD SHX Text

PAVEMENT SURFACE

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

BOLLARD DETAILS

AutoCAD SHX Text 6" DIA X 6' SCH. 40 WEATHER STEEL BOLLARD. SET BELOW GRADE IN A 12" DIAMETER CONC. FOOTING.

AutoCAD SHX Text

12" EXPANSION JOINT MATERIAL

AutoCAD SHX Text

12" EXPANSION JOINT MATERIAL

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

REDUCE PRESSURE ZONE ENCLOSURE

AutoCAD SHX Text RPZ ENCLOSURE CONSTRUCTED OF DURABLE POLYETHYLENE CONSTRUCTION PROVIDED WITH DOUBLE-LOCKING HASP DESIGN ASSE 1060 CLASS II CLASSIFICATION, FREEZE RETARDANT. MODEL 301 DEKORRA OR APPROVED EQUAL. COLOR: BROWN GRANITE.

AutoCAD SHX Text

EMBEDDED IN CONCRETE FOOTING.

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

POTABLE WATER SIGNAGE

AutoCAD SHX Text

3" STEEL POST (WEATHERED STEEL)

AutoCAD SHX Text DIRECT BURY IN PAVEMENT BASE WITH 95% COMPACTION OR COMPACTED TO SUBGRADE AS DIRECT BY C.O.

AutoCAD SHX Text

PAVEMENT SURFACE

12" EXPANSION JOINT MATERIAL

Sheets and Views

PMIS 257507_Rehab Malaquite RV Dumping Station-COVER

PMIS 257507_Rehab Malaquite RV Dumping Station-G1

PMIS 257507_Rehab Malaquite RV Dumping Station-G2

PMIS 257507_Rehab Malaquite RV Dumping Station-C1

PMIS 257507_Rehab Malaquite RV Dumping Station-C2

PMIS 257507_Rehab Malaquite RV Dumping Station-C3

PMIS 257507_Rehab Malaquite RV Dumping Station-C4

PMIS 257507_Rehab Malaquite RV Dumping Station-C5

PMIS 257507_Rehab Malaquite RV Dumping Station-C6

PMIS 257507_Rehab Malaquite RV Dumping Station-C7

PMIS 257507_Rehab Malaquite RV Dumping Station-C8

File details come from the government source that posted it. Updated Jun 20, 2025.