B08_Attach 2_Drawings_LAKE 210462_Katherine Landing WtrSply.pdf

LAKE MEAD

NATIONAL RECREATION AREA

GENERAL NOTE:

ALL DIMENSIONS IN DECIMAL UNITS,

ALL SHEETS.

08/02/2019

AutoCAD SHX Text F:\PROJECT\NPS\Katherine Landing Well\DRAWINGS\CAD\Civil\01_G1 Cover Sheet_KL.dwg

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THIS PROJECT

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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AutoCAD SHX Text Prepared in Accordance with Design

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AutoCAD SHX Text Construction Drawing Not Preceded

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REVISION

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A/E FIRM - A/E CONTRACT NUMBER

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PRIME/ELECTRICAL/MECHINCAL/STRUCTURAL:

AutoCAD SHX Text Las Vegas, Nevada, USA

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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KATHERINE LANDING

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MOHAVE

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ARIZONA

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DESIGN DOCUMENTS

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CONSTRUCTION DRAWINGS

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LAKE-210462

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LAKE MEAD NATIONAL RECREATION AREA

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PACIFIC WEST

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NEVADA/ARIZONA

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AutoCAD SHX Text 210462

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SHORELINE WELLS

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SCALE OF MILES

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SEAL

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THIS PROJECT

SITE SPECIFIC NOTES:

UTILITY NOTES:

EROSION CONTROL NOTES:

CONTACT NUMBERS:

SPILL PREVENTION AND RESPONSE PROCEDURE:

GENERAL NOTES

APPLICABLE CODES:

GENERAL NOTES

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T.PAYNE

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W. MAHONEY

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING PROPOSED WORK WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING PROPOSED WORK WITH CONTRACTING OFFICER, PROVIDING ADEQUATE CONTROLS FOR SITE SAFETY, AND MINIMIZING IMPACTS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INITIATE ACTIVITIES THAT WILL RESTRICT ACCESS OF EMERGENCY VEHICLES. 2. ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE LIMITS OF DISTURBANCE ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT. ALL ORIGINAL GRADES SHALL BE RESTORED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH AND SAFETY OF ALL ITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH AND SAFETY OF ALL ITS EMPLOYEES, SUBCONTRACTORS, VENDORS, AND VISITORS WORKING ON THE PROJECT. 4. THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A SET OF RECORD THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A SET OF RECORD DRAWINGS AND SPECIFICATIONS DURING THE PROGRESSION OF THE PROJECT. RECORD DRAWINGS AND SPECIFICATIONS SHALL BE UPDATED ON A DAILY BASIS AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AT THE COMPLETION OF THE CONSTRUCTION. RECORD DRAWINGS SHALL INCLUDE THE LOCATIONS AND REFERENCED DIMENSIONS OF ALL BURIED AND RELOCATED UTILITIES. 5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES WITHIN THE LIMIT OF THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES WITHIN THE LIMIT OF WORK AREAS INDICATED ON THE PLANS. NO CONSTRUCTION ACTIVITIES OUTSIDE OF THE DEFINED LIMIT OF WORK AREA SHALL BE ALLOWED WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE CONTRACTING OFFICER. 6. THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL WITH FENCING AND/OR CONCRETE MEDIAN BARRIER OR OTHER METHODS APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE THE SITE WITH NIGHT LIGHTING TO PROVIDE A SAFE AND SECURE WORK ENVIRONMENT, AS NECESSARY. 7. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING CONDITIONS ARE NOT THE CONTRACTOR SHALL ENSURE THAT THE EXISTING CONDITIONS ARE NOT OBLITERATED BEFORE CONTROL POINTS ARE LOCATED AND CONSTRUCTION LAYOUT IS ESTABLISHED. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION LAYOUT IN SUFFICIENT DETAIL, THEREBY ENABLING THE CONTRACTOR TO CONSTRUCT THE PROJECT IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS. SURVEY SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTING OFFICER WILL NOT AUTHORIZE CONSTRUCTION ACTIVITIES TO BEGIN UNTIL THE CONTRACTOR SATISFIES THAT ALL GROUND CONTROL HAS BEEN ESTABLISHED, TIED DOWN, AND DULY RECORDED. 8. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ALL WORK PERMITS PRIOR IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ALL WORK PERMITS PRIOR TO CONSTRUCTION BEFORE PROCEEDING WITH ANY WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC. 10. ALL EXCAVATIONS SHALL BE BACKFILLED IN 12 INCH LIFTS, COMPACTED TO 95 ALL EXCAVATIONS SHALL BE BACKFILLED IN 12 INCH LIFTS, COMPACTED TO 95 PERCENT DENSITY, THE PAVEMENT REPAIRED, PROPERLY CURED, MARKED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE WORK AREA BEING REOPENED TO TRAFFIC. 11. OPEN TRENCHES OR EXCAVATIONS:THE CONTRACTOR SHALL NOT BE PERMITTED TO OPEN TRENCHES OR EXCAVATIONS:THE CONTRACTOR SHALL NOT BE PERMITTED TO LEAVE ANY TRENCHES OR OTHER EXCAVATIONS OPEN AT NIGHT OR ON WEEKENDS UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH THE CONTRACTING OFFICER. IF APPROVAL IS GRANTED, THE TRENCH MUST BE PLATED TO ACCOMMODATE TRAFFIC LOADING, AS NECESSARY.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DESIGN AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DESIGN AS NECESSARY OF ALL PERMANENT AND TEMPORARY UTILITY RELOCATIONS, INTERIOR, UNDER GROUND AND OVERHEAD. 2. FIRE HYDRANTS SHALL NOT BE REMOVED FROM SERVICE. FIRE HYDRANTS SHALL NOT BE REMOVED FROM SERVICE. 3. UTILITY SERVICES SHALL BE MAINTAINED TO ALL EXISTING BUILDING FACILITIES. IF UTILITY SERVICES SHALL BE MAINTAINED TO ALL EXISTING BUILDING FACILITIES. IF DISRUPTION OF SERVICE REQUIRED CONTRACTOR REQUIRED TO CONTACT CONTRACTING OFFICER 48 IN ADVANCE. DURATION OF ANY SHUT DOWN SHALL NOT EXCEED 8 HOURS UNLESS APPROVED IN WRITING BY CONTRACTING OFFICER. 4. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL OSHA REGULATIONS.

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1. SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. SEDIMENTATION DEVICES SHALL BE FURNISHED, INSTALLED & MAINTAINED AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PREVENT THE DISCHARGE AND MIGRATION OF SEDIMENT FROM THE SITE. 2. THE LIMIT OF WORK AREA MUST BE STRICTLY ADHERED TO IN ALL AREAS. THE THE LIMIT OF WORK AREA MUST BE STRICTLY ADHERED TO IN ALL AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS THAT ARE OUTSIDE OF THE PROJECT AREAS OF DISTURBANCE THAT ARE IMPACTED BY CONSTRUCTION OPERATIONS AT HIS OWN EXPENSE. SUCH AREAS INCLUDE THOSE WHERE VEHICLES, EQUIPMENT, AND MATERIALS ARE STORED WITH THE PERMISSION OF THE CONTRACTING OFFICER. 3. TEMPORARY TREATMENT OF EXPOSED SURFACES SHALL CONSIST OF STRAW BALES OR TEMPORARY TREATMENT OF EXPOSED SURFACES SHALL CONSIST OF STRAW BALES OR WATTLES, STRAW, FIBER MULCH OR PROTECTIVE COVERS SUCH AS A MAT OR FIBER LINING (BURLAP, JUTE MESH, FIBERGLASS NETTING, EXCELSIOR MATTING). THESE TREATMENTS SHALL BE INCORPORATED INTO THE WORK AS WARRANTED OR AS ORDERED BY THE CONTRACTING OFFICER. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE AND RUNOFF FLOW DURING STORMS AND PERIODS OF RAINFALL THROUGHOUT THE WORK AREA. 5. SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A RAIN EVENT AND MAINTAINED PROMPTLY BY THE CONTRACTOR. 6. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND VACUUM UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND VACUUM OUT CATCH BASINS, PUMPING SYSTEMS AND DISCHARGE STRUCTURES IMPACTED BY SEDIMENTATION. 7. BALED STRAW EROSION CHECKS SHALL BE INSTALLED AT ALL CATCH BASINS AND BALED STRAW EROSION CHECKS SHALL BE INSTALLED AT ALL CATCH BASINS AND INLETS TO TRAP SEDIMENT FROM ENTERING THE SYSTEM. CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE ABUTTING GROUND SURFACES ARE STABILIZED. 8. WHERE BALED STRAW/WATTLE EROSION CHECKS AND SILT FENCES ARE USED, THEY WHERE BALED STRAW/WATTLE EROSION CHECKS AND SILT FENCES ARE USED, THEY SHALL BE REMOVED AT THE END OF WORK AT THAT SITE OR AS DIRECTED BY THE CONTRACTING OFFICER IN ORDER TO PREVENT CLOGGING OF THE INLET. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE/DISPOSE OF EXCESS SILT THAT HAS BEEN DEPOSITED AND/OR TRAPPED BY EROSION CHECKS AND SILT FENCING. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ALL PAVED SURFACES THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ALL PAVED SURFACES IMPACTED BY TRACKED AND DISPERSED SEDIMENT ON A DAILY BASIS. SAND SHALL BE RETAINED FOR REUSE ON SITE. 10. EROSION CONTROL INSPECTIONS SHALL OCCUR WITHIN 24 HOURS OF RAINFALL EVENTS EROSION CONTROL INSPECTIONS SHALL OCCUR WITHIN 24 HOURS OF RAINFALL EVENTS TOTALING 0.25 INCHES OR MORE WITHIN A 24-HOUR PERIOD.

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1. ARIZONA 811: 1-602-659-7500 OR WWW.ARIZONA811.COM ARIZONA 811: 1-602-659-7500 OR WWW.ARIZONA811.COM 2. MOHAVE COUNTY SHERIFF'S OFFICE: 1-928-753-0753 OR 911 MOHAVE COUNTY SHERIFF'S OFFICE: 1-928-753-0753 OR 911 3. UNISOURCE ENERGY SERVICES (ELECTRIC): 1-928-681-4100 UNISOURCE ENERGY SERVICES (ELECTRIC): 1-928-681-4100 4. NATIONAL PARK SERVICE DISPATCHER (24 HOURS) 1-617-242-5659NATIONAL PARK SERVICE DISPATCHER (24 HOURS) 1-617-242-5659

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1. ANY DISCHARGE OF WASTE OIL OR ANY OTHER POLLUTANT TO THE ENVIRONMENT ANY DISCHARGE OF WASTE OIL OR ANY OTHER POLLUTANT TO THE ENVIRONMENT REQUIRES IMMEDIATE NOTIFICATION TO THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY: 1-602-771-2330. 2. ANY INCIDENT OF CONTAMINATION RESULTING FROM THE IMPROPER DISCHARGE OF ANY INCIDENT OF CONTAMINATION RESULTING FROM THE IMPROPER DISCHARGE OF POLLUTANTS TO GROUNDWATER OR THE STORMWATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OTHER PARTIES THAT THE GOVERNMENT DETERMINES TO BE RESPONSIBLE FOR THE CONTAMINATION. PURSUANT TO STATE LAWS AND REGULATIONS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR AND OTHER RESPONSIBLE PARTIES TO REMEDIATE ANY INCIDENTS THAT MAY ADVERSELY IMPACT GROUNDWATER OR SURFACE WATER QUALITY. 3. THE CONTRACTOR SHALL MAINTAIN ON THE SITE APPROPRIATE MATERIALS TO CONTAIN THE CONTRACTOR SHALL MAINTAIN ON THE SITE APPROPRIATE MATERIALS TO CONTAIN AND RECOVER OILS AND OTHER POLLUTANTS TO PREVENT RELEASE INTO THE ENVIRONMENT.

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1. TOPOGRAPHICAL BASE MAPPING PREPARED BY SUNRISE ENGINEERING, LAS VEGAS NV. TOPOGRAPHICAL BASE MAPPING PREPARED BY SUNRISE ENGINEERING, LAS VEGAS NV. IN THE MONTH OF SEPTEMBER 2017. 2. THE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. THE EXACT SIZE, THE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. THE EXACT SIZE, LOCATION, AND TYPE OF EXISTING UTILITIES IN THE AREA IS NEITHER INTENDED NOR IMPLIED. THE CONTRACTOR IS RESPONSIBLE FOR MAKING FIELD INVESTIGATIONS AND OBTAINING INFORMATION FROM UTILITY COMPANIES AND INDIVIDUALS TO DETERMINE EXACT LOCATION AND ELEVATIONS OF ALL SUBSURFACE UTILITIES AND STRUCTURES. CONTRACTOR SHALL NOTIFY APPROPRIATE AUTHORITY. NOTE THAT ARIZONA 811 RESPONSIBLE FOR ELECTRICAL UTILITIES TO TRANSFORMER ONLY. ELECTRICAL AFTER TRANSFORMER TO BARGE IS OWNED BY PARK SERVICE. ALL WATER WATER LINES ARE OWNED BY PARK SERVICE. NOTIFY APPROPRIATE AUTHORITIES BEFORE PROCEEDING WITH WORK (MINIMUM 72 HOURS ADVANCED NOTICE). 3. VERTICAL DATUM ON THIS PROJECT IS NAVD88. VERTICAL DATUM ON THIS PROJECT IS NAVD88. 4. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE AND OUTLINE THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE AND OUTLINE OF CONSTRUCTION METHODOLOGIES FOR CONSTRUCTION OF THE PROPOSED STRUCTURES AND ACTIVITIES/RESTORATION OF THE PROPOSED STAGING AREAS PRIOR TO CONSTRUCTION, FOR APPROVAL BY THE CONTRACTING OFFICER. SEE SPECIFICATION SECTION 01 32 16 FOR SPECIFIC REQUIREMENTS. 5. THE CONTRACTOR SHALL NOT DAMAGE EXISTING VEGETATION OUTSIDE OF THE WORK THE CONTRACTOR SHALL NOT DAMAGE EXISTING VEGETATION OUTSIDE OF THE WORK LIMITS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS CONTAINED IN RELEVANT THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS CONTAINED IN RELEVANT PERMITS, INCLUDING THOSE ISSUED BY THE US ARMY CORPS OF ENGINEERS. 7. REQUIRED EROSION AND SEDIMENTATION CONTROL SHOWN ON THE PLAN IS REQUIRED EROSION AND SEDIMENTATION CONTROL SHOWN ON THE PLAN IS APPROXIMATE. ACTUAL TYPE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL INSTALL PROPOSED EROSION CONTROL DEVICES PRIOR TO CONSTRUCTION ACTIVITY AND SHALL BE RESPONSIBLE FOR THEIR MAINTENANCE, REPOSITIONING AND REMOVAL THROUGH THE DURATION OF CONSTRUCTION. 8. THE REMOVAL AND DISPOSAL OF UNSUITABLE EXCAVATION MATERIALS AND DEBRIS THE REMOVAL AND DISPOSAL OF UNSUITABLE EXCAVATION MATERIALS AND DEBRIS SHALL BE INCIDENTAL TO THE PROJECT. 9. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO WORK OR THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO WORK OR EQUIPMENT BY HIGH WATER OR BY STORMS. THE CONTRACTING OFFICER MAY PROHIBIT THE CARRYING OUT OF WORK AT ANY TIME WHEN IN HIS/HER JUDGMENT HIGH WATERS OR STORM CONDITIONS ARE UNFAVORABLE OR UNSUITABLE, OR AT ANY TIME REGARDLESS OF THE WEATHER WHEN PROPER PRECAUTIONS ARE NOT BEING TAKEN TO SAFEGUARD PREVIOUSLY CONSTRUCTED WORK OR WORK IN PROGRESS. IN CASE OF DAMAGE CAUSED BY FAILURE OF THE CONTRACTOR TO TAKE ADEQUATE PRECAUTIONS, THE CONTRACTOR SHALL REPAIR OR REPLACE EQUIPMENT/WORK DAMAGED AND SHALL MAKE SUCH REPAIRS OR REBUILD PARTS OF THE DAMAGED WORK AS DIRECTED BY THE CONTRACTING OFFICER, AT NO ADDITIONAL COST TO THE GOVERNMENT. 10. THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING PLAN TO THE CONTRACTING THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING PLAN TO THE CONTRACTING OFFICER FOR APPROVAL. AT A MINIMUM, THE STAGING PLAN SHALL IDENTIFY STAGING EROSION CONTROL MEASURES, AND PROPOSED RESTORATION. THE EROSION CONTROL DETAILS SHALL CONTAIN DETAILS FOR REFUELING SITE AND STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL RESTORE THE PROPOSED STAGING AREAS TO PRECONSTRUCTION CONDITIONS AFTER THE WORK IS COMPLETE. THE CONTRACTOR SHALL NOT STORE, HANDLE AND / OR DISPOSE OF HAZARDOUS MATERIALS WITHIN THE WORK AREA OR STAGING AREA. DERIVED WASTE SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS. ALL ROCK, SAND, GRAVEL, FILL OR OTHER FOREIGN SUBSTRATE MATERIAL STORED IN STAGING AREA MUST BE STORED ON TOP OF FILTER FABRIC TO FACILITATE RECOVERY AND PREVENT DEGRADATION OF NATIVE SOILS DURING SITE CLEAN-UP. NO FOREIGN SAND, TOPSOIL, LOAM OR OTHER FOREIGN SUBSTRATE MAY BE ADDED TO STAGING AREA DURING SITE CLEAN-UP AND REGRADING WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. EXISTING PAVEMENT SHALL BE SWEPT CLEAN OR RESTORED TO EXISTING CONDITIONS BY OTHER MEANS TO THE SATISFACTION OF THE CONTRACTING OFFICER. ALL COSTS ASSOCIATED WITH THE PROPOSED STAGING AREAS (INCLUDING EROSION CONTROL, REFUELING SITE, AND RESTORATION) SHALL BE INCIDENTAL TO THE PROJECT. 11. THE REFUELING SITE SHALL ONLY BE USED FOR TRACKED VEHICLES (I.E. EXCAVATORS THE REFUELING SITE SHALL ONLY BE USED FOR TRACKED VEHICLES (I.E. EXCAVATORS AND BULLDOZERS). NO TRUCKS ARE TO BE REFUELED OR STORED IN THE PROJECT OR STAGING AREA. THE FUEL MUST BE TRANSPORTED TO THE SITE DAILY. NO FUEL IS TO BE STORED ON SITE. CARE SHALL BE TAKEN TO PREVENT SPILLS WHILE REFUELING.

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1. INTERNATIONAL MECHANICAL CODE. INTERNATIONAL MECHANICAL CODE. 2. INTERNATIONAL PLUMBING CODE. INTERNATIONAL PLUMBING CODE. 3. 2017 NATIONAL ELECTRICAL CODE NFPA 70.2017 NATIONAL ELECTRICAL CODE NFPA 70.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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129035A

ABBREVIATIONS

DRAWING INDEX, LEGEND,

ABBREVIATIONS, SEQUENCE

OF CONSTRUCTION

DESCRIPTIONEXISTING

LEGEND

PROPOSED

SEQUENCE OF CONSTRUCTION

DRAWING INDEX

SHEET # DWG # TITLE

1 G1 COVER SHEET

2 G2 GENERAL NOTES

3 G3

DRAWING INDEX, LEGEND, ABBREVIATIONS, SEQUENCE OF

CONSTRUCTION

4 G4 EXISTING CONDITIONS

5 M1 PROJECT SITE PLAN

6 M2 BARGE ARRANGMENT

7 M3 UV REACTOR HOUSING AND ARRANGEMENT

8 M4 BARGE DETAILS

9 M5 EXISTING WATER TANK AERATION SYSTEM INSTALLATION

10 M6 WTP BUILDING MECHANICAL DEMOLITION PLAN

11 E1 ELECTRICAL NOTES AND GROUNDING DETAIL

12 E2 ELECTRICAL SITE PLAN

13 E3 ELECTRICAL DEMOLITION

14 E4 PROJECT POWER DISTRIBUTION ONE LINE DIAGRAM

15 E5 BARGE PUMP CONTROL WIRING

16 E6 ONE LINE DIAGRAM FOR TANK AERATION SYSTEM

17 E7 TANK AERATION SYSTEM ELECTRICAL SITE PLAN

18 C1 STAIR REPLACEMENT PLAN AND PROFILE

19 C2 STAIR DETAILS

20 D1 DETAILS - 1

21 D2 DETAILS - 2

22 D3

DETAILS - 3

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T.PAYNE

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W. MAHONEY

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APPROX

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APPROXIMATE

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BM

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BENCHMARK

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BOT

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BOTTOM

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BVCE

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BEGINNING OF VERTICAL CURVE ELEVATION

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BVCS

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BEGINNING OF VERTICAL CURVE STATION

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CFS

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CUBIC FEET PER SECOND

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DIA

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DIAMETER

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EA

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EACH

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ELEV.

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ELEVATION

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EQ.

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EQUIVILENT

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IN

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INCHES

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INV

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INVERT

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MIN

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MINIMUM

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MH

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MANHOLE

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NGVD

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NATIONAL GEODETIC VERTICAL DATUM

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NOT TO SCALE

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ON CENTER

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PERCENT

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PC

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POINT OF CURVATURE

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PI

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POINT OF INTERSECTION

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PT

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POINT OF TANGENCY

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PVC

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POLYVINYL CHLORIDE

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PVI

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POINT OF VERTICAL INTERSECTION

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RCP

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REINFORCED CONCRETE PIPE

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TP

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TEST PIT

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TYP.

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TYPICAL

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VC

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VERTICAL CURVE LENGTH

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GWT

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GROUNDWATER TABLE

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SMH

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SEWER MANHOLE

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FM

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FORCE MAIN

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LEN

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LENGTH

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CLEAN OUT

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GRINDER PUMP

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ELECTRICAL PANEL

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CDF

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CONTROLLED DENSITY FILL

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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EVCS

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END OF VERTICAL CURVE STATION

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SS

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STAINLESS STEEL

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EPDM

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ETHYLENE PROPYLENE DIENE MONOMER (M-CLASS)

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UV

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ULTRA VIOLET

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TDH

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TOTAL DYNAMIC HEAD

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FURNISH AND INSTALL

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REMOVE AND DISPOSE

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FS

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FILTER SOCK

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LOD

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LIMIT OF DISTURBANCE

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FG

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FIBER GLASS

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UTILITY POLE

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EXISTING WATER

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EXISTING FENCE

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OVERHEAD ELECTRIC

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UNDERGROUND COMMUNICATION

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EXISTING BLOCK WALL

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INVERT ELEVATION

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TELEPHONE RISER

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CLEAN OUT

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CATCH BASIN

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WATER VAULT

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WATER VALVE

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WATER MANHOLE

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POWER RISER

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FIRE HYDRANT

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POWER VAULT

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BUILDING

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CO

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FF

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FINISH FLOOR

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GATE POST

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BO

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GATE POST

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GP

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INVERT ELEVATION

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FF

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FINISH FLOOR

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STAGING AREA

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ELECTRIC STRUCTURE

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PROPOSED WATER

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PROPOSED WATER VALVE

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PROPOSED FILTER SOCK EROSION CONTROL

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PROJECT LIMIT OF DISTURBANCE

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PROPOSED ELECTRICAL

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1. DEMOLITION AND CONSTRUCTION OF THE STAIRS DEMOLITION AND CONSTRUCTION OF THE STAIRS a. MAY BE PERFORMED AT ANY TIME DURING THE COURSE OF THIS MAY BE PERFORMED AT ANY TIME DURING THE COURSE OF THIS PROJECT. b. CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE FOOTING FOR NPS CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE FOOTING FOR NPS PERSONNEL ACCESSING THE ROWBOAT AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION. c. ENSURE CIP CONCRETE REMAINS WETTED FOR AT LEAST 72 HOURS ENSURE CIP CONCRETE REMAINS WETTED FOR AT LEAST 72 HOURS AFTER INITIAL CURING. 2. INSTALLATION OF WATER STORAGE TANK AERATION EQUIPMENT INSTALLATION OF WATER STORAGE TANK AERATION EQUIPMENT d. INSTALLATION OF WATER STORAGE TANK AERATION EQUIPMENT IS INSTALLATION OF WATER STORAGE TANK AERATION EQUIPMENT IS UNDERTAKEN FIRST. e. NOTIFY CONTRACTING OFFICER 48 HOURS IN ADVANCE OF ELECTRICAL NOTIFY CONTRACTING OFFICER 48 HOURS IN ADVANCE OF ELECTRICAL POWER OUTAGE AT THE WATER STORAGE TANK. f. COORDINATE ALL WORK WITH CONTRACTING OFFICER AND WATER COORDINATE ALL WORK WITH CONTRACTING OFFICER AND WATER TREATMENT PLANT FOREMAN. 4. INSTALLATION OF ULTRAVIOLET REACTOR: INSTALLATION OF ULTRAVIOLET REACTOR: a. INSTALL NEW THREE POLE GFCI CIRCUIT BREAKER AT EXISTING INSTALL NEW THREE POLE GFCI CIRCUIT BREAKER AT EXISTING ELECTRICAL SERVICE. SCHEDULE ALL ELECTRICAL POWER OUTAGES WITH CONTRACTING OFFICER AND ELECTRIC UTILITY PROVIDER (UNISOURCE ENERGY SERVICE, KINGMAN, AZ 928-681-4800) b. INSTALL UNDERGROUND ELECTRIC CONDUIT TO UV SHELTER VICINITY. INSTALL UNDERGROUND ELECTRIC CONDUIT TO UV SHELTER VICINITY. c. GRADE SITE FOR INSTALLATION OF UV EQUIPMENT SHELTER. GRADE SITE FOR INSTALLATION OF UV EQUIPMENT SHELTER. d. PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER AND WATER PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER AND WATER TREATMENT PLANT FOREMAN PRIOR TO ANY WATER MAIN WORK. e. EXCAVATE AND EXPOSE EXISTING RAW WATER MAIN. CUT MAIN AND EXCAVATE AND EXPOSE EXISTING RAW WATER MAIN. CUT MAIN AND INSTALL LENGTH OF NEW MAIN WITH TEE'S AND VALVE. f. INSTALL VERTICAL PIPE REACHES TO ABOVE FINISH GRADE. PIPE MAY INSTALL VERTICAL PIPE REACHES TO ABOVE FINISH GRADE. PIPE MAY BE CAPPED TEMPORARILY TO MINIMIZE TIME OF WATER OUTAGE TO PLANT. REESTABLISH PUMPING. g. BACKFILL AND COMPACT EXCAVATION IN 12” LIFTS. BACKFILL AND COMPACT EXCAVATION IN 12” LIFTS. LIFTS. h. POUR SHELTER PAD. ENSURE CIP CONCRETE REMAINS WETTED FOR AT POUR SHELTER PAD. ENSURE CIP CONCRETE REMAINS WETTED FOR AT LEAST 72 HOURS AFTER INITIAL CURING. i. INSTALL SHELTER AND WIRE TO ELECTRICAL SERVICE. INSTALL SHELTER AND WIRE TO ELECTRICAL SERVICE. j. INSTALL PLANT PIPING, UV REACTOR, AND FIELD WIRING. TEST FOR INSTALL PLANT PIPING, UV REACTOR, AND FIELD WIRING. TEST FOR LEAKS. WATER FLOW CAN BE ESTABLISHED THROUGH UV REACTOR AT ANY TIME FOLLOWING COMPLETION OF PIPING. k. START UP AND COMMISSION UV REACTOR AS SOON AS POSSIBLE START UP AND COMMISSION UV REACTOR AS SOON AS POSSIBLE FOLLOWING INSTALLATION. 5. BARGE INSTALLATION: BARGE INSTALLATION: a. CONTRACTOR SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS CONTRACTOR SHALL INSTALL NEW BARGE IN A MANNER THAT MAINTAINS FUNCTIONALITY OF EXISTING BARGE UNTIL NEW BARGE AND BARGE EQUIPMENT IS FULLY OPERATIONAL. b. CONTRACTOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR CONTRACTOR IS ADVISED A SUITABLE WORK BOAT IS REQUIRED FOR THIS ACTIVITY. COMPLY WITH ALL STATE AND CORPS REGULATIONS FOR BOATING OPERATIONS UPON LAKE MOHAVE. c. ASSEMBLE BARGE, IF SHIPPED DISASSEMBLED. ASSEMBLE BARGE, IF SHIPPED DISASSEMBLED. d. LAUNCH BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF LAUNCH BARGE FROM EXISTING BOAT RAMP AND FLOAT TO AREA OF INSTALLATION. ANCHOR TEMPORARILY. e. PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER PROVIDE 72 HOUR NOTICE TO CONTRACTING OFFICER, AND WATER TREATMENT PLANT FOREMAN PRIOR TO DISCONNECTING OLD BARGE. f. IMPORTANT: REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT IMPORTANT: REMOVAL OF ELECTRICAL POWER TO BARGE DOES NOT REMOVE VOLTAGES FROM CONTROL WIRING. COORDINATE WITH WATER TREATMENT PLANT FOREMAN TO DE-ENERGIZE PUMP CONTROL PANEL LOCATED AT THE WATER TREATMENT PLANT. g. INSTALL LAND SIDE ELECTRICAL AND PIPING CONNECTIONS. INSTALL LAND SIDE ELECTRICAL AND PIPING CONNECTIONS. h. CONNECT NEW BARGE TO NEW ELECTRICAL AND PIPING CONNECTIONS. CONNECT NEW BARGE TO NEW ELECTRICAL AND PIPING CONNECTIONS. i. FLOAT WATER LINE AND CABLING TO NEW BARGE. FLOAT WATER LINE AND CABLING TO NEW BARGE. j. REMOVE OLD BARGE AND ANCHORS. REMOVE OLD BARGE AND ANCHORS. k. ANCHOR NEW BARGE WITH NEW ANCHOR SYSTEM. ANCHOR NEW BARGE WITH NEW ANCHOR SYSTEM. l. STARTUP AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING STARTUP AND COMMISSION PUMPS AS SOON AS POSSIBLE FOLLOWING INSTALLATION. m. R&D OLD BARGE, ANCHORS, AND WORK BOAT FROM THE WATERS OF R&D OLD BARGE, ANCHORS, AND WORK BOAT FROM THE WATERS OF LAKE MOHAVE.

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CONTROL POINT

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NPT

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NATIONAL PIPE THREAD

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FNPT

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FEMALE NATIONAL PIPE THREAD

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RMC

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RIGID METAL CONDUIT

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HIGH POINT

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LOTO

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LOCKOUT-TAGOUT

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LOW POINT

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UNDERGROUND ELECTRICAL

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UNDERGROUND CONTROL CABLE

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ABANDONED WATER

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HDPE

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HIGH-DENSITY POLYETHYLENE

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DI

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DUCTILE IRON

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CLEAN IN PLACE CONNECTION

L a k e

M o h a v e

EXISTING CONDITIONS

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GP

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FF=737.9'

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IE=731.8'

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IE=732.0'

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IE=732.0'

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BO

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EXISTING RAW WATER INTAKE PUMP BARGE

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EXISTING 8-INCH HDPE RAW WATER MAIN

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EXISTING 2FT WIDE BLOCK STEPS WITH RAIL

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EXISTING CONCRETE PLATFORM

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EXISTING 8-INCH HDPE RAW WATER MAIN CONNECTION POINT

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EXISTING UNPAVED ACCESS DIRT ROAD

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EXISTING ELECTRICAL EQUIPMENT

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EXISTING UTILITY TRANSFORMER

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EXISTING UNPAVED ACCESS DIRT ROAD

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EXISTING ELECTRIC HAND HOLE

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EXISTING ELECTRIC HAND HOLE

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EXISTING ELECTRIC HAND HOLE

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EXISTING WATER TREATMENT PLANT BUILDING

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EXISTING ACCESS GATE

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EXISTING CHAIN LINK FENCE

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EXISTING ACCESS GATE

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EXISTING WASTEWATER PUMP STATION

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EXISTING ACCESS GATE

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EXISTING ELECTRIC HAND HOLE

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EXISTING WATER MANHOLE

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EXISTING ELECTRICAL POWER VAULT

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EXISTING WATER VALVE (TYP.)

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EXISTING CATCH BASIN

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EXISTING FIRE HYDRANT

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EXISTING TELEPHONE RISER

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EXISTING UTILITY TRANSFORMER

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EXISTING DUMPSTER

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EXISTING UNKNOWN FEATURE

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EXISTING WATER TO WTP

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ELECTRICAL DATUM PLANE ELEV.=647.0 PER NEC 552.2(2)

AutoCAD SHX Text N:1537845.6610 E:455095.7560 Z:779.564 CACF_NPS-3in_KL6-1977

AutoCAD SHX Text NOTE: 1. EXISTING UTILITY ALIGNMENTS SHOWN ON THE PLANS ARE FOR EXISTING UTILITY ALIGNMENTS SHOWN ON THE PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY. IT IS ANTICIPATED THAT AT A MINIMUM, THERE ARE ELECTRICAL, COMMUNICATIONS AND WATER UTILITIES WITHIN THE ACCESS ROAD. THIS INFORMATION BASED ON RECORD DRAWINGS LAME 55928 SHEET 34 PROVIDED BY NPS. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY SURVEYORS AND VERIFYING THE PRESENCE OF ALL UTILITIES, AS WELL AS THEIR ALIGNMENT AND DEPTH. NOTE THAT THE UTILITIES ARE LOCATED ON NATIONAL PARK SERVICE PROPERTY AND MAY NOT BE ELIGIBLE FOR ARIZONA 811 LOCATION. 3. NO MECHANICAL EXCAVATION OR GRADING SHALL BE ALLOWED NO MECHANICAL EXCAVATION OR GRADING SHALL BE ALLOWED UNTIL ALL UTILITIES HAVE BEEN LOCATED AND THE DEPTH OF COVER VERIFIED.

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N:1537214.2670 E:454708.3220 Z:691.335 CAC_S.E.I. 101

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N:1537752.2050 E:454847.5020 Z:764.876 REBAR-ALCAP SET RBR_ALCAP

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SEE SECTION DETAIL THIS SHEET

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T.PAYNE

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A. GORETOY/J. ZELL

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W. MAHONEY

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AutoCAD SHX Text 6/7/12 20:25 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\04_G5-EX CONDITIONS.DWG G4

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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SCALE OF FEET

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PROJECT

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NORTH

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APPROXIMATE EXISTING UNDERGROUND UTILITY ARRANGEMENT

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ACCESS ROAD SURFACE

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EXISTING POWER EQUIPMENT

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L A

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O H

A V

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PROJECT SITE PLAN

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NEW RAW WATER INTAKE PUMP BARGE

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NEW 6" EPDM RAW WATER HOSE

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NEW RAW WATER MAIN COUPLING

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UNPAVED ACCESS DIRT ROAD

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NEW STAIRS

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NEW EQUIPMENT ENCLOSURE

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PROJECT STAGING AREA ~900 S.F.

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PROJECT STAGING AREA ~1,300 S.F.

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PROJECT STAGING AREA ~850 S.F.

AutoCAD SHX Text NEW WATER HOSE AND ELECTRICAL HARNESS SUPPORT FLOATS ANCHOR SUPPORT FLOAT MIDPOINT BETWEEN BARGE AND SHORE TO LAKE BED (TYP.)

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LIMIT OF DISTURBANCE

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PROPOSED FILTER SOCK (TYP.)

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LIMIT OF DISTURBANCE

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NEW WATER BYPASS VALVE

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NEW WATER LOOP TO UV REACTOR

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APPROXIMATE LOCATION OF EXISTING WATER MAIN

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TO WTP

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ROAD EDGE

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ROAD EDGE

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ROAD EDGE

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ROAD EDGE

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REFUELING AREA ~500 S.F.

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ALLEN BLOCK RETAINING WALL

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EL 686

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EL 689.5

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EL 686

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NEW REACTOR ENCLOSURE ON CONCRETE SLAB FLOOR EL 685

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NOTE: CONTRACTOR SHALL FLAG OR OTHERWISE DELINEATE ALL STAGING AREAS.

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N:1537214.2670 E:454708.3220 Z:691.335 CAC_S.E.I. 101

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DRAIN TO DAYLIGHT (TYP.)

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WARNING BUOY AND ANCHOR "DANGER NO SWIMMING" (TYPICAL 7 PLACES)

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T.PAYNE

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A. GORETOY/J. ZELL

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W. MAHONEY

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AutoCAD SHX Text 9/28/18 14:21 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\05 & 12_M1 & E1_PROJECT SITE PLAN.DWG M1

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PMIS/PKG NO.

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DRAWING NO.

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OF

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DATE:

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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PROJECT

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NORTH

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PROPOSED BARGE AND STAGING SITE PLAN

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SCALE OF FEET

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NOTES:

BARGE ARRANGMENT

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BARGE LIMIT

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BARGE DECK (DIMENSIONS TBD)

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DUPLEX PUMP CONTROLS CABINET

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SUCTION LINE OPENING (TYP. 2 PLACES)2 PLACES)

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6X4 CROSS

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APCO

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FIBERGLASS ENCLOSURE

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AIR RELEASE VALVE

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6" 150# FLANGED STAINLESS STEEL PIPE (TYP. ALL PLACES)ALL PLACES)

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FIBERGLASS HULL

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SOLID CORE FOAM MATERIAL

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25 HP PUMP DRIVE MOTOR (TYP. 2 PLACES)2 PLACES)

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4" PVC SUCTION LINE

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4" PVC BASKET STRAINER

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4" SECONDARY CHECK VALVE

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4" BALL VALVE

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4" PRIMARY CHECK VALVE

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4" PVC BASKET STRAINER (TYP. 2 PLACES)2 PLACES)

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SUCTION LINE SUPPORT PLUG 4" LINK SEAL

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4" PVC SUCTION LINE

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48" DIA FG STANDOFF SUCTION LINE PROTECTION

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SUCTION LINE SUPPORT PLUG 4" LINK SEAL

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48" DIA FG STANDOFF SUCTION LINE PROTECTION REMOVABLE FOR CLEANING (TYP.)

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LOADING/ANCHORING CLEATS (TYP. BARGE EVERY CORNER)BARGE EVERY CORNER)

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ENCLOSURE DOOR

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TIE IN TO A CONCRETE BLOCK ANCHOR ALL BARGE CORNERS (TYP.)

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OUTLET COUPLING

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APCO

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REMOVABLE FIBERGLASS ACCESS PANEL FULL LENGTH OF THE WALL ON ALL SIDES (TYP.)

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36° WHITE ANCHOR LIGHT

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DUPLEX PUMP CONTROLS CABINET

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FIBERGLASS ENCLOSURE

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REMOVABLE CHAIN FOR ACCESS TO BARGE

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SAFETY CHAIN RAILS ALL BARGE SIDES (TYP.)

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POWER CABLES RISER CONDUITS TO PUMPS CONTROLS CABINET

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QUICK DISCONNECT ELECTRICAL CONNECTORS

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PROTECTIVE COVER FOR ELECTRICAL CABLES

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ELECTRICAL CONNECTORS MOUNTING BRACKET

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ELECTRIC CONDUCTORS CONDUCTORS IN A MARINE CABLE ASSEMBLY

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3/4 ROUND 3"DIA PVC ELECTRIC CABLE AND WATER PIPE GLIDER PLATE

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ANCHOR CABLE

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APPROX. WATER LEVEL

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CHAIN RAIL POST (TYP.)

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SAFETY CHAIN RAILS POST (TYP.)

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STAINLESS STEEL ACCESS LADDER

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6" EPDM RAW WATER HOSE TO SHORE

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6" WATER LINE RETAINER BRACKET

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6" EPDM RAW WATER HOSE

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5 LB ABC EXTINGUISHER MOUNTED TO RAIL POSTS

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LIFE FLOAT RING WITH HEAVING LINE MOUNTED TO RAIL POSTS

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LED HAND LANTERN

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36° WHITE ANCHOR LIGHT

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48" DIA FG STANDOFF SUCTION LINE PROTECTION

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ELECTRICAL CONNECTIONS MIN. 12" ABOVE BARGE DECK

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T.PAYNE

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A. GORETOY/J. ZELL

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W. MAHONEY

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AutoCAD SHX Text 6/7/12 20:25 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\07_M2_PLAN-SECTIONS_BARGE.DWG M2

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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SUB SHEET NO.

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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PROJECT

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NORTH

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FLOOR PLAN

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BARGE SECTION A-A

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BARGE SECTION B-B

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1. BARGE DIMENSIONS AND DECK FITTINGS INCLUDING BOAT LANDING AND SAFETY RAILINGS BARGE DIMENSIONS AND DECK FITTINGS INCLUDING BOAT LANDING AND SAFETY RAILINGS SUBJECT TO FINAL DESIGN BY MANUFACTURER. FINAL DESIGN SHALL MEET ALL APPLICABLE OSHA AND USCG REQUIREMENTS FOR A PERMANENTLY MOORED CRAFT. 2. ALL LIGHTING FIXTURES SHALL BE SUITABLE FOR INSTALLATION IN WET LOCATIONS. ALL LIGHTING FIXTURES SHALL BE SUITABLE FOR INSTALLATION IN WET LOCATIONS. 3. BARGE MANUFACTURER MAY ADJUST EQUIPMENT LOCATIONS AS REQUIRED TO ACHIEVE PROPER BARGE MANUFACTURER MAY ADJUST EQUIPMENT LOCATIONS AS REQUIRED TO ACHIEVE PROPER BALANCE AND STABILITY OF THE BARGE.

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ARRANGEMENT

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6' UV REACTOR

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APCO

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6' UV REACTOR

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FIBERGLASS EQUIPMENT SHELTER

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4" HOUSEKEEPING PAD

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CONC. FLOOR SLAB AT GRADE

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EXISTING 8" WATER MAIN (TYP.)

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6" DOUBLE FLANGE BUTTERFLY VALVE (TYP.)

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C.O. TO GRADE

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AIR RELEASE VALVE

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FIBERGLASS EQUIPMENT SHELTER

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6 INCH DOUBLE FLANGE BUTTERFLY VALVE (TYP.)

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6" DI 45°VERTICAL BEND (TYP. ))

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6" DI 90° VERTICAL BEND (TYP.)

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8" DI LONG RADIUS 45° VERTICAL BEND

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4" HOUSEKEEPING PAD

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UV REACTOR SUPPORT (TYP.)

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AIR RELEASE VALVE

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60"X80" DOUBLE DOOR

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60"X80" DOUBLE DOOR

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EXISTING 8" WATER MAIN (TYP.)

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EXISTING 8" WATER MAIN CONTRACTOR TO FIELD VERIFY (TYP.)

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FLOOR PENETRATION 6" LINK SEAL (TYP.)

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SERVICE PANELS

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LIFTING HOOK (TYP. SHELTER EVERY CORNER)SHELTER EVERY CORNER)

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THROUGH THE WALL SLEEVE FOR 8,000 BTU AC UNIT

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THROUGH THE WALL AC

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TO EXISTING ELECTRICAL PANEL

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SERVICE DISCONNECT

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120V PANEL

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480V PANEL

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BUILDING EAST FACE

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BUILDING WEST FACE

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REACTOR CONTROL PANEL

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3/4" RMC

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1" RMC

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1" RMC ABOVE DOOR

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FLOW SWITCH

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6" DISMANTLING JOINT WITH TIE RODS

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FLOW

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FLOW SWITCH

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1" BALL VALVE C.I.P. CONNECTION (TYP.)

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VALVE BOX

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1" BALL VALVE

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1" BALL VALVE

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MERCURY SPILL CONTROL STATION

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1" RMC ROUTED ABOVE DOOR

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THRUST BLOCK AT ALL BENDS AND CONNECTIONS (TYP)

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THRUST BLOCK AT ALL BENDS (TYP.)

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RESTRAINED JOINT BENDS AS NECESSARY SEE NOTE 4 (TYP.)

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C.O. TO GRADE

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C.O. TO GRADE

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RESTRAINED JOINT BENDS AS NECESSARY SEE NOTE 4 (TYP.)

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C.O. TO GRADE

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8" BYPASS VALVE

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8"X6" DI TEE ROTATED AS REQUIRED AROUND CENTERLINE OF PIPE (TYP.)

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8"X8"X8" DI WYE

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TRANSFORMER

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T.PAYNE

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A. GORETOY

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W. MAHONEY

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AutoCAD SHX Text 6/7/12 20:25 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\08_M3_PLAN-SECTIONS_REACTOR.DWG M3

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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AutoCAD SHX Text 210462

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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AutoCAD SHX Text 129035A

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PROJECT

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NORTH

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FLOOR PLAN

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UV REACTOR SHELTER SECTION A-A

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SCALE OF FEET

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1. FIELD WIRING ONLY IS SHOWN. PREMANUFACTURED SHELTER FIELD WIRING ONLY IS SHOWN. PREMANUFACTURED SHELTER IS SUPPLIED WITH LIGHTING, RECEPTACLES AND HVAC EQUIPMENT/THERMOSTAT. 2. CONTRACTOR TO FURNISH AND INSTALL 2" PVC EXPANSION CONTRACTOR TO FURNISH AND INSTALL 2" PVC EXPANSION COUPLING AND GROUND RODS AT SERVICE DISCONNECT. 3. PRIOR TO SLAB CONSTRUCTION, CONTRACTOR SHALL PRIOR TO SLAB CONSTRUCTION, CONTRACTOR SHALL DETERMINE EXACT ALIGNMENT AND DEPTH OF RAW WATER MAIN BY TEST PITS. 4. WATER MAIN FITTINGS SHOWN ARE TYPICAL. ADJUST AS WATER MAIN FITTINGS SHOWN ARE TYPICAL. ADJUST AS NECESSARY, MAKING CONNECTION TO RAW WATER MAIN USING A MINIMUM OF BENDS TO MINIMIZE HEADLOSS. 5. SHELTER PROVIDER TO ENSURE THAT ALL NEC REQUIRED SHELTER PROVIDER TO ENSURE THAT ALL NEC REQUIRED WORKING CLEARANCES FOR PANELS WITHIN THE SHELTER ARE MAINTAINED CLEAR.

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A

A

A'

SECTION A-A'

N.T.S.

DANGER

SWIMMING

NO

BARGE DETAILS

NOTE: MASS OF ANCHORS

AND CHAIN PER DIRECTION

OF BARGE MANUFACTURER

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3" SS U CHANNEL (TYP.)

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6" SS PIPE

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CAMLOCK FTG. D600 SS SOCKET WELD

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ER347

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6" DIA

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3" SS U CHANNEL

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ER347

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1/4 A TO B 2 PLACES

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ER347

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6" 150# FLANGE

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6" MALE CAMLOCK X 6" FNPT

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6" NPT X 6" NIPPLE SS

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8" X 6" FNPT FLANGE ADAPTOR 150# SS

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8" NEOPRENE GASKET

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6" EPDM RAW WATER HOSE

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MARINE CABLE ASSEMBLY

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CONTROL CABLE

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FOAMED POLYETHYLENE PIPE FLOAT-COLOR ORANGE OR EQ.

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LAKE BED

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ANCHOR TYP. OF 4 EVERY BARGE CORNER

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BARGE

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ANCHOR CHAIN

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LAKE WATER LEVEL

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WATER

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WATER

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WATER

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WATER

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LAKE WATER LEVEL

AutoCAD SHX Text MARINE GRADE STAINLESS STEEL ANCHORING COLLAR CONNECTED TO 2 ANCHORS OPPOSITE DIRECTION 90° TO CABLE DIRECTION (TYP.)

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LAKE BED

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ANCHOR (TYP.)

AutoCAD SHX Text NOTE: 1. ANCHOR WATER LINE FLOAT AND MARINE ANCHOR WATER LINE FLOAT AND MARINE CABLE ASSEMBLY AND CONTROL CABLE FLOAT TO LAKE BED WITH 3/16 MARINE GRADE CHAIN. LOCATE ANCHORING POINT MIDWAY BETWEEN BARGE AND SHORELINE. 2. PROVIDE MINIMUM 30' OF SLACK IN HOSE PROVIDE MINIMUM 30' OF SLACK IN HOSE EVENLY DISTRIBUTED BETWEEN ANCHOR POINTS WHEN BARGE IS ANCHORED IN FINAL LOCATION.

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WATERLINE OR CABLE FLOAT

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3/16 MARINE GRADE CHAIN (TYP.)

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DANGER

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SWIMMING

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WATER LINE HOSE OR CABLES

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3/16 MARINE GRADE CHAIN (TYP.)

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ANCHOR (TYP.)

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LAKE WATER LEVEL

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LAKE BED

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ANCHOR (TYP.)

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3/16 MARINE GRADE CHAIN (TYP.)

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FLOAT COLLAR CAN BUOY WITH EXTERNAL BALLAST

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SIGNAGE ON THE BUOY

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NO

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BLACK BOLD LETTERING

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THICK LINES ORANGE COLOR

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BLACK BOLD LETTERING

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T.PAYNE

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A. GORETOY/J. ZELL

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W. MAHONEY

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AutoCAD SHX Text 6/7/12 20:25 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\08_M4_DETAILS.DWG M4

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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AutoCAD SHX Text 210462

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LAKE MEAD NATIONAL RECREATION AREA

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KATHERINE LANDING

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AutoCAD SHX Text 129035A

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OUTLET COUPLING

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%%UPLAN VIEW

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%%UWELD DETAIL

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%%UELEVATION VIEW

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%%UELEVATION VIEW

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OUTLET SUPPORT AND COUPLING

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FLOAT INSTALLATION DETAIL

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RAW WATER HOSE

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BARGE MOORING DETAIL

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CAMLOCK TO 8" FLANGE ADAPTOR

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WARNING BUOY DETAIL

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ELECTRICAL CABLES

FLOATING

SPRAY

NOZZLE

AERATION BLOWER LOCATION

(DETERMINED BY

MANUFACTURER)

ELECTRICAL

DISCONNECTS

AERATION BLOWER

LOCATION

(DETERMINED BY

MANUFACTURER)

SPRAY NOZZLE UNIT

AND SUPPORT CABLES

ANCHOR

(TYP.)

COLUMN CLAMP

(TYP.)

ANCHOR

(TYP.)

ELECTRICAL CONDUIT

PENETRATION

COLUMN CLAMP

(TYP.)

ELECTRICAL

DISCONNECTS

SUBMERSIBLE

MIXER

EXISTING WATER TANK

AERATION SYSTEM

INSTALLATION

CONCRETE TANK

ROOF SURFACE

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CAST IN PLACE COLUMN & FOOTING (TYP)

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3'-0" SQUARE 1FT DEEP SUMP PIT

AutoCAD SHX Text EQUIPMENT HATCH WITH 4'-0" SQUARE OPENING WITH BILCO TYPE J-4AL ROOF SCUTTLE, (TYP OF 2)

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REFERENCE LINE (NORTH)

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ROOF VENT

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EXTERIOR ACCESS LADDER W/SAFETY CAGE, SEE NOTE 5

AutoCAD SHX Text ACCESS HATCH W/LADDER AND HANDRAIL 4'-0" / OPENING W/BILCO TYPE J-4AL ROOF SCUTTLE (TYP OF 2)

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CAST-IN-PLACE DROP PANEL AND COLUMN (TYP)

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4'-0" ROOF VENT OPENING

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OVERFLOW OUTLET

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CAST IN PLACE CONCRETE WALL

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CAST IN PLACE COLUMN & FOOTING (TYP)

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SCREENED END

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ROOF VENT

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6" MIN OVERHANG ALL AROUND

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STRUCTURAL FILL

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COMPACTED SUBGRATE

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4" FREE DRAINING GRAVEL

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30 MIL PVC MEMBRANE UNDER GRAVEL BASE

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CONCRETE PIPE ENCASEMENT

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WATERSTOP

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SUMP PIT EL 930.5

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OVERFLOW OUTLET

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SLOPE 1.5% MIN

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SLOPE 1.5% MIN

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4'-0" ROOF VENT OPENING

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SCH 40 PIPE NIPPLE 4" FNPT X 10" MATL. 316SS

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CONC TANK ROOF

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SIKAFLEX 1C SL SEALANT (TYP.)

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LINK SEAL LS-300-CS-4

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6" CORE BITDRILL HOLE

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SCH 40 PIPE NIPPLE 1" FNPT X 10" MATL. 316SS

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SIKAFLEX 1C SL SEALANT

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LINK SEAL LS-300-CS-3

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3" CORE BITDRILL HOLE

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RUBBER SEALING BOOT (TYP.)

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RUBBER SEALING BOOT (TYP.)

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T.PAYNE

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A. GORETOY/J. ZELL

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W. MAHONEY

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AutoCAD SHX Text 6/7/12 20:25 AGORETOY F:\PROJECT\NPS\KATHERINE LANDING WELL\DRAWINGS\CAD\CIVIL\09_M5_AERATION TANK.DWG M5

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB…