Red_Rock_Merged_Set_Stamped_1.29.25.pdf

PDF 32 MB Posted Mar 20, 2025

Attached to: Master Agreement AZ|CTR076073
Contract number: CTR076073
Issued by: Arizona

About this file

Written by GovTribe AI · Sep 25, 2025

This document is a comprehensive set of engineering and architectural plans for the Red Rock State Park Water and Wastewater Infrastructure Upgrades project in Sedona, Arizona. The project involves the Arizona Department of Administration, Arizona State Parks & Trails, and is being executed by Valentine Environmental Engineers, LLC, with architectural design by Deutsch Architecture Group. The project is located in Yavapai County and spans multiple volumes of technical drawings covering civil, mechanical, structural, and electrical systems.

The project scope includes renovating existing restroom facilities and upgrading water and wastewater infrastructure at Red Rock State Park. The work is divided into a base bid and additive alternate items. The base bid involves renovating the park's main picnic area restroom and installing a new drinking water fountain. The additive alternate items include replacing a 1-1/2 inch transmission waterline, constructing a new CXT restroom near the visitor center and amphitheater, installing utility connections, replacing a potable water storage tank level gauge, and replacing a segment of the inlet sewer line to the visitor center septic tank. The total project involves multiple system upgrades across approximately 26 technical drawing sheets, with work focusing on improving infrastructure and accessibility at the state park facility.

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

RED ROCK STATE PARK

WATER AND WASTEWATER

INFRASTRUCTURE UPGRADES

ARIZONA DEPARTMENT OF ADMINISTRATION

ARIZONA STATE PARKS & TRAILS

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SEDONA, AZ 86336

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VICINITY MAP

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NOT TO SCALE

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VOLUME 3 OF 3

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RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

AutoCAD SHX Text GENERAL 1. G0.0 COVER SHEET, VICINITY MAP, AND SHEET INDEX G0.0 COVER SHEET, VICINITY MAP, AND SHEET INDEX COVER SHEET, VICINITY MAP, AND SHEET INDEX 2. G1.0 CONSTRUCTION NOTES G1.0 CONSTRUCTION NOTES CONSTRUCTION NOTES 3. G2.0 ABBREVIATIONS AND LEGEND G2.0 ABBREVIATIONS AND LEGEND ABBREVIATIONS AND LEGEND 4. G3.0 WATER SYSTEM UPGRADES PROCESS FLOW DIAGRAM G3.0 WATER SYSTEM UPGRADES PROCESS FLOW DIAGRAM WATER SYSTEM UPGRADES PROCESS FLOW DIAGRAM CIVIL 5. C1.0 RESULTS OF SURVEY C1.0 RESULTS OF SURVEY RESULTS OF SURVEY 6. C2.0 OVERALL PARK SITE PLAN C2.0 OVERALL PARK SITE PLAN OVERALL PARK SITE PLAN 7. C3.0 OVERALL WATERLINE REPLACEMENT PLAN AND PROFILE - ADD ALT C3.0 OVERALL WATERLINE REPLACEMENT PLAN AND PROFILE - ADD ALT OVERALL WATERLINE REPLACEMENT PLAN AND PROFILE - ADD ALT 8. C4.0 WATERLINE REPLACEMENT PLAN AND PROFILE I: STA 0+00 TO STA 5+00 - ADD ALT C4.0 WATERLINE REPLACEMENT PLAN AND PROFILE I: STA 0+00 TO STA 5+00 - ADD ALT WATERLINE REPLACEMENT PLAN AND PROFILE I: STA 0+00 TO STA 5+00 - ADD ALT 9. C5.0 WATERLINE REPLACEMENT PLAN AND PROFILE II: STA 5+00 TO STA 11+04.23 - ADD ALT C5.0 WATERLINE REPLACEMENT PLAN AND PROFILE II: STA 5+00 TO STA 11+04.23 - ADD ALT WATERLINE REPLACEMENT PLAN AND PROFILE II: STA 5+00 TO STA 11+04.23 - ADD ALT 10. C6.0 WATERLINE TIE-IN CONNECTION DETAILS - ADD ALT C6.0 WATERLINE TIE-IN CONNECTION DETAILS - ADD ALT WATERLINE TIE-IN CONNECTION DETAILS - ADD ALT - ADD ALT 11. C7.0 PRECISE GRADING PLAN C7.0 PRECISE GRADING PLAN PRECISE GRADING PLAN 12. C8.0 EROSION AND SEDIMENT CONTROL PLAN C8.0 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN DEMOLITION 13. D1.0 WATERLINE SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT D1.0 WATERLINE SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT WATERLINE SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT 14. D2.0 AMPHITHEATER UPGRADES SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT D2.0 AMPHITHEATER UPGRADES SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT AMPHITHEATER UPGRADES SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT - ADD ALT MECHANICAL 15. M1.0 AMPHITHEATER RESTROOM PLAN - ADD ALT M1.0 AMPHITHEATER RESTROOM PLAN - ADD ALT AMPHITHEATER RESTROOM PLAN - ADD ALT 16. M1.1 PROPANE TANK CONNECTION PLAN - ADD ALT M1.1 PROPANE TANK CONNECTION PLAN - ADD ALT PROPANE TANK CONNECTION PLAN - ADD ALT 17. M1.2 AMPHITHEATER RESTROOM HOOKUP CONNECTIONS - ADD ALT M1.2 AMPHITHEATER RESTROOM HOOKUP CONNECTIONS - ADD ALT AMPHITHEATER RESTROOM HOOKUP CONNECTIONS - ADD ALT 18. M1.3 AMPHITHEATER RESTROOM FOUNDATION DETAIL SECTION - ADD ALT M1.3 AMPHITHEATER RESTROOM FOUNDATION DETAIL SECTION - ADD ALT AMPHITHEATER RESTROOM FOUNDATION DETAIL SECTION - ADD ALT 19. M2.0 SEPTIC SYSTEM SITE PLAN - ADD ALT M2.0 SEPTIC SYSTEM SITE PLAN - ADD ALT SEPTIC SYSTEM SITE PLAN - ADD ALT 20. M3.0 NORTHERN POTABLE WATER STORAGE TANK UPGRADES - ADD ALT M3.0 NORTHERN POTABLE WATER STORAGE TANK UPGRADES - ADD ALT NORTHERN POTABLE WATER STORAGE TANK UPGRADES - ADD ALT 21. M4.0 DETAILS I - ADD ALT M4.0 DETAILS I - ADD ALT DETAILS I - ADD ALT 22. M5.0 DETAILS II - ADD ALT M5.0 DETAILS II - ADD ALT DETAILS II - ADD ALT STRUCTURAL 23. S1.1 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 24. S1.2 AMPITHEATER RESTROOM - FOUNDATION PLAN AND DETAILS S1.2 AMPITHEATER RESTROOM - FOUNDATION PLAN AND DETAILS AMPITHEATER RESTROOM - FOUNDATION PLAN AND DETAILS ELECTRICAL AND INSTRUMENTATION 25. E1.1 ELECTRICAL SPECIFICATIONS AND LEGEND E1.1 ELECTRICAL SPECIFICATIONS AND LEGEND ELECTRICAL SPECIFICATIONS AND LEGEND 26. E1.2 BATHROOM SINGLE LINE DIAGRAM E1.2 BATHROOM SINGLE LINE DIAGRAM BATHROOM SINGLE LINE DIAGRAM 27. E1.3 BATHROOM SINGLE LINE DIAGRAM E1.3 BATHROOM SINGLE LINE DIAGRAM BATHROOM SINGLE LINE DIAGRAM 28. E1.4 NEW BATHROOM PLAN E1.4 NEW BATHROOM PLAN NEW BATHROOM PLAN 29. E1.5 EXISTING BATHROOM PLAN E1.5 EXISTING BATHROOM PLAN EXISTING BATHROOM PLAN

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SHEET INDEX

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SHEET

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SEDONA, ARIZONA

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LOCATION MAP

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DRAWING

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DESCRIPTION

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APRIL 2024

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YUMA

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LAKE HAVASU

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CITY

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PRESCOTT

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COLORADO

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TUCSON

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PAYSON

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PHOENIX

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FLAGSTAFF

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SEDONA

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RIVER

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MARICOPA

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PROJECT

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RED ROCK STATE PARK

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VALENTINE

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4050 RED ROCK LOOP RD

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YAVAPAI COUNTY, ARIZONA

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PART OF THE EAST 1/2 OF SECTION 33 & WEST 1/2 OF SECTION 34,

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PROJECT SITE

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TOWNSHIP 17 NORTH, RANGE 5 EAST, GILA AND SALT RIVER MERIDIAN

AutoCAD SHX Text PROJECT NO. PCS-22-126 GOVERNOR: KATIE HOBBS AGENCY DIRECTOR: ELIZABETH ALVARADO-THORSON

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AGENCY

AutoCAD SHX Text STATE OF ARIZONA ARIZONA DEPARTMENT OF ADMINISTRATION GENERAL SERVICES DEPARTMENT 1400 W WASHINGTON STREET, SUITE B-200 PHOENIX, AZ 85007 PHONE: (480) 318-5646 CONTACT: ARIEL BONELL

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OWNER

AutoCAD SHX Text ARIZONA STATE PARKS AND TRAILS 1110 W. WASHINGTON STREET, SUITE 100 PHOENIX, AZ 85007 (877) 697-2757

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BENCHMARK

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GPS BASE POINT

AutoCAD SHX Text ARIZONA STATE PLAN - NORTH ZONE N: 1,386,816.499 E. 726,208.832 ELEV: 3908.00(NAVD88) LAT: N.34°48'42.49890" LONG: W.111°49'45.65748"

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ALL ELEVATIONS ARE ON NAVD88 DATUM ESTABLISHED BY GPS STATIC SESSION.

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ENGINEER

AutoCAD SHX Text VALENTINE ENVIRONMENTAL ENGINEERS 15845 SOUTH 46TH STREET, SUITE 144 PHOENIX, AZ. 85048 PHONE: (480) 283-8991 FAX: (480) 283-0082

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APRIL 2024

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SHEET OF

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GENERAL

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AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES COVER SHEET, VICINITY MAP AND SHEET INDEX

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SR-89A

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SR-179

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SEDONA

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AutoCAD SHX Text DEFERRED SUBMITTAL CXT RESTROOM MECHANICAL, ELECTRICAL, AND PLUMBING (MEP) PLANS AND CALCULATIONS ARE WITHIN THE SCOPE OF THE MANUFACTURER. MANUFACTURER TO PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS AND CALCULATIONS ONCE UNDER CONTRACT. SPECIAL INSPECTIONS REQUIRED: 1. PRECAST CXT BUILDING PRECAST CXT BUILDING 2. CONCRETE CONSTRUCTION CONCRETE CONSTRUCTION 3. POST-INSTALLED ANCHORSPOST-INSTALLED ANCHORS

AutoCAD SHX Text PROJECT SUMMARY: THIS WORK INCLUDES POTABLE WATER AND WASTEWATER IMPROVEMENTS AT THE RED ROCK STATE PARK. THE WORK IS SEPARATED INTO A BASE BID AND ADDITIVE ALTERNATES. THE BASE BID SHALL INCLUDE RENOVATIONS TO THE PARK'S MAIN PICNIC AREA RESTROOM AND INSTALLATION OF A NEW DRINKING WATER FOUNTAIN. FROM THE DESIGN PLANS, THIS CORRESPONDS TO SHEETS E1.3 AND E1.5, AND ENTIRE ARCHITECT DESIGN SET FOR THE RESTROOM RENOVATIONS TITLED “RED RED ROCK STATE PARK RESTROOM RENOVATIONS" COMPRISED OF 27 SHEETS. COMPRISED OF 27 SHEETS. THE ADDITIVE ALTERNATE ITEMS WILL INCLUDE THE REPLACEMENT OF THE PARK'S 1-1/2 INCH TRANSMISSION WATERLINE SERVING THE ENTRANCE GUARD BUILDING, INCLUDING ISOLATION VALVES AND VALVE MARKERS. A NEW CXT RESTROOM WITH SURROUNDING SIDEWALK WILL BE CONSTRUCTED NEAR THE VISITOR CENTER AND AMPHITHEATER WITH A NEW SEWER DISCHARGE LINE AND UTILITY CONNECTIONS. THE POTABLE WATER STORAGE TANK LEVEL GAUGE WILL BE REPLACED. A SHORT SEGMENT OF INLET SEWER LINE TO THE VISITOR CENTER SEPTIC TANK WILL ALSO BE REPLACED. FROM THE DESIGN PLANS, THIS CORRESPONDS TO ALL SHEETS IN SET TITLED “RED ROCK STATE PARK W&WW INFRASTRUCTURE RED ROCK STATE PARK W&WW INFRASTRUCTURE UPGRADES” COMPRISED OF 26 SHEETS, EXCEPT FOR SHEET E1.3 AND E1.5.COMPRISED OF 26 SHEETS, EXCEPT FOR SHEET E1.3 AND E1.5.

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202012 Approved PCS

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

RED ROCK STATE PARK

WATER AND WASTEWATER

INFRASTRUCTURE UPGRADES

ARIZONA DEPARTMENT OF ADMINISTRATION

ARIZONA STATE PARKS & TRAILS

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202012 Approved PCS

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082 blaguardia Stamp

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082 oobtera Stamp

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

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ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-24Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2424

AutoCAD SHX Text This plan document set is the sole property of VALENTINE ENVIRONMENTAL ENGINEERS, LLC. No modifications to these plans, other than adding "as-built" information, are permitted by anyone other than authorized VEE employees.

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TAV

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RED ROCK STATE PARK PROJECT

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FINAL SUBMITTAL

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RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

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TERESA ANN

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VALENTINE

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ARIZONA STATE PARKS & TRAILS

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STATUTORY REVIEW COMMENTS

AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES OVERALL PLAN & PROFILE - ADD ALT

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OVERALL DISTRIBUTION WATERLINE PROFILE: STA 0+00 TO 11+04.23 - ADD ALT

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HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"=10'

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HORIZONTAL SCALE:

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OVERALL DISTRIBUTION WATERLINE PROFILE: STA 0+00 TO STA 11+04.23 - ADD ALT

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1-1/2 INCH PVC WATERLINE FROM BOOSTER PUMPS TO ENTRANCE GUARD BUILDING

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PICNIC AREA RESTROOMS, SEE UPGRADES ON SHEET M2.0

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EXISTING ENTRANCE GUARD BUILDING

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ELEVATION

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EXISTING GRADE

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EXISTING GRADE

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EXISTING EDGE OF PAVEMENT

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EXISTING PICNIC AREA

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EXISTING RANGER RV

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EXISTING PROPANE TANK

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EXISTING 3-INCH WATERLINE FROM NORTHERN POTABLE WATER STORAGE TANK

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CONNECT TO EXISTING LINE AT ENTRANCE GUARD BUILDING, SEE SHEET C6.0 AND NOTE 2

AutoCAD SHX Text NOTES: (*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE NDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. 1. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING ON SITE AND THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING ON SITE AND TO BE AWARE OF THE ENERGIZED OVERHEAD/UNDERGROUND ELECTRICAL LINES. THE CONTRACTOR SHALL CONTACT APS 3 DAYS PRIOR TO WORKING AROUND OR NEAR APS ELECTRICAL FACILITIES. 2. EXISTING PIPING AND CONNECTIONS ARE ASSUMED AS AS-BUILTS FOR THIS EXISTING PIPING AND CONNECTIONS ARE ASSUMED AS AS-BUILTS FOR THIS AREA WERE NOT AVAILABLE. 3. IF DISTURBANCE OF EXISTING THRUST BLOCKS OCCUR DURING IF DISTURBANCE OF EXISTING THRUST BLOCKS OCCUR DURING CONSTRUCTION, CONTRACTOR TO RELOCATE THRUST BLOCK FROM EXISTING LINE TO NEW LINE.

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EXISTING 30-INCH CMP (X3) WITH HEADWALL

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1 " WATERLINE12" WATERLINE WATERLINE

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1 " 45 BEND12" 45° BEND

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1 " 45 BEND12" 45° BEND

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PAVEMENT REPLACEMENT

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1 " 22.5 BEND12" 22.5° BEND

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1 " 22.5 BEND12" 22.5° BEND

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1 " GATE VALVE12" GATE VALVE

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1 " GATE VALVE12" GATE VALVE

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CONNECT TO EXISTING 1 " WELL 12" WELL TRANSMISSION LINE

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PAVEMENT REPLACEMENT

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PAVEMENT REPLACEMENT (MIN WIDTH IN ACCORDANCE WITH MAG SECTION 701)

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1 " WATERLINE12" WATERLINE WATERLINE

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CUT AND CAP EXISTING 3-INCH WATERLINE

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CUT AND CAP EXISTING 3-INCH WATERLINE

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PAVEMENT REPLACEMENT (MIN WIDTH IN ACCORDANCE WITH MAG SECTION 701)

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

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Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

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APRIL 2024

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ARIZONA DEPARTMENT OF ADMINISTRATION

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TAV

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RED ROCK STATE PARK PROJECT

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FINAL SUBMITTAL

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RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

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TERESA ANN

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ARIZONA STATE PARKS & TRAILS

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STATUTORY REVIEW COMMENTS

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ENTRANCE GUARD BOOTH WATERLINE TIE-IN CONNECTION DETAIL II - ADD ALT

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CONNECT TO EXISTING LINE AT ENTRANCE GUARD BUILDING, SEE SHEET C5.0 AND NOTE 2

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1-1/2 INCH PVC WATERLINE FROM BOOSTER PUMPS TO ENTRANCE GUARD BUILDING

AutoCAD SHX Text NOTES: (*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR NDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. 1. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING ON SITE AND TO BE AWARE OF THE ENERGIZED OVERHEAD/UNDERGROUND ELECTRICAL LINES. THE CONTRACTOR SHALL CONTACT APS 3 DAYS PRIOR TO WORKING AROUND OR NEAR APS ELECTRICAL FACILITIES. 2. EXISTING PIPING AND CONNECTIONS ARE ASSUMED AS EXISTING PIPING AND CONNECTIONS ARE ASSUMED AS AS-BUILTS FOR THIS AREA WERE NOT AVAILABLE. 3. IF DISTURBANCE OF EXISTING THRUST BLOCKS OCCUR IF DISTURBANCE OF EXISTING THRUST BLOCKS OCCUR DURING CONSTRUCTION, CONTRACTOR TO RELOCATE THRUST BLOCK FROM EXISTING LINE TO NEW LINE.

AutoCAD SHX Text PROVIDE 3"x1-1/2" REDUCER (MJxMJ) 1 EA1 EAEA

AutoCAD SHX Text SAWCUT, REMOVE AND REPLACE PAVEMENT - SY - SY SY AND CURBING IN ACCORDANCE WITH DETAIL 3 ON SHEET M4.0.

AutoCAD SHX Text PROVIDE 1-1/2" WATERMAIN. PROVIDE DR - LF - LF LF 17 PVC I.P.S. PRESSURE RATE ASTM D2241 THAT MEETS OR EXCEEDS THE REQUIREMENTS OF ASTM D1784 CELL CLASS 12454. PROVIDE J.M. EAGLE OR EQUAL. SUBMIT FOR APPROVAL. PIPE TRENCHING, BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WTIH DETAIL 2 ON SHEET M3.0.

AutoCAD SHX Text PROVIDE 1 " BURIED GATE VALVE (MJxMJ) 2 EA 12" BURIED GATE VALVE (MJxMJ) 2 EA 2 EA EA WITH VALVE BOX AND COVER IN ACCORDANCE WITH MAG STD DETAIL 391-1.

AutoCAD SHX Text

PROVIDE 1" WATER SUPPLY PIPING 20 LF20 LFLF

AutoCAD SHX Text PROVIDE 1" 45° ELBOW (MJxMJ)2 EAEA

AutoCAD SHX Text

PAVEMENT REPLACEMENT (MIN WIDTH IN ACCORDANCE WITH MAG SECTION 701)

AutoCAD SHX Text

PAVEMENT REPLACEMENT (MIN WIDTH IN ACCORDANCE WITH MAG SECTION 701)

AutoCAD SHX Text EXISTING NON-FUNCTIONING 1-1/2 INCH PVC PIPING FROM BOOSTER PUMPS TO ENTRANCE GUARD BUILDING, SEE NOTE 2

AutoCAD SHX Text

PROVIDE CONCRETE THRUST BLOCK, SEE 3 EA 3 EA EA DETAIL 6 ON SHEET M4.0.

AutoCAD SHX Text PROVIDE 1-1/2" 45° ELBOW (PJxPJ), SUBMIT5 EA EA FOR APPROVAL oobtera Stamp

CIVIL

SCALE: 1" = 6'

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

I oobtera Stamp

X2GAS

2GAS

CIVIL

SCALE: 1" = 6'

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

PROVIDE FILTER SOCK IN ACCORDANCE WITH THE

MARICOPA COUNTY STORMWATER QUALITY AND

MANAGEMENT DISCHARGE CONTROL REGULATION

PROVIDE STABILIZED CONSTRUCTION ACCESS IN

ACCORDANCE WITH THE MARICOPA COUNTY STORMWATER

QUALITY AND MANAGEMENT DISCHARGE CONTROL

REGULATION

12'-0" MIN.

8' -2

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

EEMAX #EMT-4 HWT

AutoCAD SHX Text

EEMAX #EMT-4 HWT

AutoCAD SHX Text

AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES EROSION AND SEDIMENT CONTROL PLAN

AutoCAD SHX Text C8.0

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NO.

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DATE

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REVISIONS

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REMARKS

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CKD

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DWN

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DES

AutoCAD SHX Text DATE:%%u %%u

AutoCAD SHX Text CAD FILE:%%u %%u

AutoCAD SHX Text

APRIL 2024

AutoCAD SHX Text

SHEET OF

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ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Blue Stake Center

AutoCAD SHX Text Two working days before you dig

AutoCAD SHX Text Outside Maricopa County

AutoCAD SHX Text Inside Maricopa County

AutoCAD SHX Text

CALL FOR THE BLUE STAKES

AutoCAD SHX Text 1-800-782-5348

AutoCAD SHX Text 263-1100

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-24Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2424

AutoCAD SHX Text

TAV

AutoCAD SHX Text

RED ROCK STATE PARK PROJECT

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text

RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

AutoCAD SHX Text

TERESA ANN

AutoCAD SHX Text

VALENTINE

AutoCAD SHX Text 32324

AutoCAD SHX Text

ARIZONA STATE PARKS & TRAILS

AutoCAD SHX Text

AutoCAD SHX Text 9/24/24

AutoCAD SHX Text

STATUTORY REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 1" = 6'-0"

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EROSION AND SEDIMENT CONTROL PLAN

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CONSTRUCTION NOTES

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EXISTING CONCRETE CURBING

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EXISTING AMPITHEATER

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EXISTING EDGE OF AMPITHEATER CONCRETE PAD

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EXISTING AMPITHEATER STRUCTURE

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EXISTING ARCH TENT

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EXISTING RAMADA

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EXISTING EDGE OF CONCRETE PATH

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EXISTING CONCRETE PATH

AutoCAD SHX Text 2" RESTROOM WASTE LINE TO CONNECT TO VISITOR CENTER SEPTIC SYSTEM, SEE CONTINUATION ON SHEET M2.0

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EXISTING DIRT PATH

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EXISTING DIRT PATH

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AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

EXISTING CONCRETE CURBING (PROTECT IN PLACE)

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EXISTING EDGE OF DIRT PATH

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EXISTING EDGE OF DIRT PATH

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EDGE OF RESTROOM SIDEWALK

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WATER HEATER

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AutoCAD SHX Text STANDARD NOTES FOR EROSION CONTROL: INCLUDE EROSION AND SEDIMENT CONTROL NOTES ON ALL PLANS. ADDITIONAL NOTES ARE REQUIRED TO DIRECT THE CONTRACTORS AND CREW ON SITE SPECIFIC CONDITIONS. 1. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THIS PLAN MAY NOT COVER ALL THE SITUATIONS OR PHASES THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS IN GENERAL. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STORM RUN-OFF FROM LEAVING THE SITE. SEDIMENT ROLLS AND SILT FENCES SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM. TEMPORARY EROSION CONTROL DEVICES SHOWN ON GRADING PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. 2. EROSION CONTROL FACILITIES SHALL BE EROSION CONTROL FACILITIES SHALL BE MAINTAINED DAILY. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE DISCHARGE OF SILT FREE STORM WATER INTO EXISTING AND PROPOSED STORM DRAIN FACILITIES. DESIGN OF THESE FACILITIES MUST BE APPROVED AND UPDATED EACH YEAR BY THE ENGINEER (OCTOBER 15 TO APRIL 15). 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER QUALITY MEASURES & IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND/OR PROJECT STOP ORDER. 4. THE SITE SHALL BE MAINTAINED SO AS TO THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 5. CONSTRUCTION EGRESS SHALL BE EQUIPPED WITH CONSTRUCTION EGRESS SHALL BE EQUIPPED WITH A TRUCK WASHING STATION. ALL TRUCKS SHALL WASH TIRES AND UNDERSIDE OF VEHICLES AS APPROPRIATE WHEN LEAVING THE SITE. ANY MUD THAT IS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THE SAME DAY AS REQUIRED BY THE CITY ENGINEER. 6. DURING THE RAINY SEASON, ALL PAVED AREAS DURING THE RAINY SEASON, ALL PAVED AREAS ARE TO BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE IS TO BE MAINTAINED SO AS TO MINIMIZE SEDIMENT RUNOFF TO ANY STORM DRAIN SYSTEM. 7. DURING PERIODS WHEN STORMS ARE FORECAST: DURING PERIODS WHEN STORMS ARE FORECAST: A. EXCAVATE SOILS SHOULD NO BE PLACED IN EXCAVATE SOILS SHOULD NO BE PLACED IN STREETS OR ON PAVED AREAS. B. ANY EXCAVATED SOILS SHOULD BE REMOVED FROM ANY EXCAVATED SOILS SHOULD BE REMOVED FROM THE SITE BY END OF THE DAY. C. WHERE STOCKPILING IS NECESSARY, USE A WHERE STOCKPILING IS NECESSARY, USE A TARPAULIN OR SURROUND THE STOCKPILED MATERIAL D. WITH FIBER ROLLS, GRAVEL SEDIMENT BARRIER, WITH FIBER ROLLS, GRAVEL SEDIMENT BARRIER, SILT FENCE, OR OTHER RUNOFF CONTROLS. E. USE INLET CONTROLS AS NEEDED (E.G. BLOCK & USE INLET CONTROLS AS NEEDED (E.G. BLOCK & GRAVEL SEDIMENT BARRIER) FOR STORM DRAIN ADJACENT TO THE PROJECT SITE OR STOCKPILED SOIL.

oobtera Stamp

X X

X X X X X X

X X

XXXXXX

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

DEMOLITION

SCALE: AS NOTED

1 CONTRACTOR TO INSTALL TEMPORARY SITE PROTECTION

FENCE TO EXTENTS SHOWN. FENCE SHALL BE 6' HIGH

MINIMUM, CHAIN LINK WITH PRIVACY MESH, WITH LOCKABLE

SECURED ACCESS GATE. CONSTRUCTION SIGNAGE TO

CONFORM W/ ARIZONA STATE PARKS REQUIREMENTS.

2 CONTRACTOR TO TRENCH, LAY PIPE, BACKFILL, COMPACT,

ETC. IN ACCORDANCE WITH DESIGN PLAN SHEETS C3.0-C5.0,

WITHIN TEMPORARY FENCING. NEW WATERLINE SHALL BE

STUBBED UP AS CLOSE AS POSSIBLE TO NEW CONNECTION

POINTS UNTIL READY TO TIE OVER TO THE NEW SYSTEM.

PIPE SHALL BE PERFORMANCE TESTED AND THE RESULTS

SHALL BE ACCEPTED PRIOR TO TIE IN AND BRINGING THE

PIPE ONLINE.

4 ONCE NEW WATERLINE, FITTINGS, VALVES AND

APPURTENANCES ARE INSTALLED, ASPHALT/CURBING IS

REPLACED, AND PIPE PERFORMANCE TESTING HAS BEEN

PERFORMED AND ACCEPTED, CONTRACTOR CAN TIE OVER

TO CONNECT TO EXISTING SYSTEM.

3 FOR PIPE PLACEMENT WITHIN THE ENTRANCE ROAD AND

MAIN TRAFFIC AREA, PROPER NOTICE SHALL BE GIVEN TO

THE PARK AND ITS OPERATIONS. ROAD CLOSURES SHALL

NOT EXCEED 8 HOURS AND, IF POSSIBLE, BE DONE DURING

PARK CLOSURE, LOW TRAFFIC TIMES, OR A PLANNED ROAD

CLOSURE. COORDINATION WITH THE PARK ON PREFERRED

ACCESS ROAD CLOSURE TIME AND DURATION SHOULD BE

PERFORMED. FOR PIPE PLACEMENT AT THE ENTRANCE/EXIT

TO THE PARK NEAR THE ENTRANCE STATION, CONTRACTOR

TO COORDINATE WITH PARK MANAGER ON TRAFFIC

MANAGEMENT TIMES IN ORDER TO ALLOW CARS ENTERING

AND EXITING THE PARK TO ALTERNATE ON THE PARK EXIT

ROUTE.

5 CONTRACTOR TO CUT AND CAP EXISTING 1-1/2" WATERLINE

AT LOCATIONS SHOWN.

6 NEW WATERLINE SHOULD NOW BE IN SERVICE FROM MAIN

RESTROOM TO ENTRANCE STATION. EXISTING

NON-FUNCTIONING WATERLINE CAN BE ABANDONED IN

PLACE.

7 TEMPORARY SITE FENCING CAN BE REMOVED.

AutoCAD SHX Text

AutoCAD SHX Text E

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NO.

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DATE

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REVISIONS

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REMARKS

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CKD

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DWN

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DES

AutoCAD SHX Text DATE:%%u %%u

AutoCAD SHX Text CAD FILE:%%u %%u

AutoCAD SHX Text

APRIL 2024

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-24Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2424

AutoCAD SHX Text

TAV

AutoCAD SHX Text

RED ROCK STATE PARK PROJECT

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text

RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

AutoCAD SHX Text

TERESA ANN

AutoCAD SHX Text

VALENTINE

AutoCAD SHX Text 32324

AutoCAD SHX Text

ARIZONA STATE PARKS & TRAILS

AutoCAD SHX Text

AutoCAD SHX Text 9/24/24

AutoCAD SHX Text

STATUTORY REVIEW COMMENTS

AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES WATERLINE SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT

AutoCAD SHX Text D1.0

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

WATERLINE SEQUENCE OF CONSTRUCTION SITE PLAN - ADD ALT

AutoCAD SHX Text

DEMOLITION NOTES

AutoCAD SHX Text SEQUENCE OF APPLICABLE RELOCATION(S), DEMOLITION(S) AND RECONNECTION(S) FOR RED ROCK STATE PARK WATER AND WASTEWATER SYSTEM:

AutoCAD SHX Text NOTES: (*) INDICATES DIMENSION, ELEVATION OR COORDINATES ARE TO BE FIELD MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BEGINNING WORK. (**) INDICATES DIMENSION, ELEVATION OR COORDINATES WILL VARY DEPENDENT UPON MEASUREMENTS OF MANUFACTURER-SUPPLIED EQUIPMENT.

oobtera Stamp

X X

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

DEMOLITION

SCALE: AS NOTED

8 CONTRACTOR TO INSTALL TEMPORARY SITE PROTECTION

FENCE TO EXTENTS SHOWN. FENCE SHALL BE 6' HIGH

MINIMUM, CHAIN LINK WITH PRIVACY MESH, WITH LOCKABLE

SECURED ACCESS GATE. CONSTRUCTION SIGNAGE TO

CONFORM W/ ARIZONA STATE PARKS REQUIREMENTS.

9 CONTRACTOR TO TRENCH, LAY PIPE, BACKFILL, COMPACT,

ETC. IN ACCORDANCE WITH DESIGN PLAN SHEETS C3.0-C5.0,

WITHIN TEMPORARY FENCING. NEW RESTROOM INLET

WATERLINE AND SEPTIC TANK INLET SEWERLINE SHALL BE

STUBBED UP AS CLOSE AS POSSIBLE TO NEW CONNECTION

POINTS UNTIL READY TO TIE OVER TO THE NEW SYSTEMS.

PIPES SHALL BE PERFORMANCE TESTED AND THE RESULTS

SHALL BE ACCEPTED PRIOR TO TIE IN AND BRINGING THE

PIPES ONLINE.

10 ONCE NEW WATERLINE AND SEWERLINE, FITTINGS, VALVES

AND APPURTENANCES ARE INSTALLED AND PIPE

PERFORMANCE TESTING HAS BEEN PERFORMED AND

ACCEPTED, CONTRACTOR CAN TIE INTO EXISTING SYSTEMS.

CONTRACTOR SHALL GIVE PROPER NOTICE TO THE PARK

AND ITS OPERATIONS. WATERLINE AND SEWER LINE

SHUTDOWNS SHALL NOT EXCEED 8 HOURS AND, IF

POSSIBLE, BE DONE DURING PARK CLOSURE, LOW TRAFFIC

TIMES, OR A PLANNED SHUT-OFF. CONTRACTOR TO

COORDINATE WITH PARK MANAGER ON FOOT-TRAFFIC

TIMES IN ORDER TO ALLOW GUESTS TO MOVE AROUND THE

AREA TO THE REMAINDER OF THE PARK.

11 TEMPORARY SITE FENCING CAN BE REMOVED.

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

EEMAX #EMT-4 HWT

AutoCAD SHX Text

EEMAX #EMT-4 HWT

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NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

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REMARKS

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CKD

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DWN

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DES

AutoCAD SHX Text DATE:%%u %%u

AutoCAD SHX Text CAD FILE:%%u %%u

AutoCAD SHX Text

APRIL 2024

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-24Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2424

AutoCAD SHX Text

TAV

AutoCAD SHX Text

RED ROCK STATE PARK PROJECT

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text

RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

AutoCAD SHX Text

TERESA ANN

AutoCAD SHX Text

VALENTINE

AutoCAD SHX Text 32324

AutoCAD SHX Text

ARIZONA STATE PARKS & TRAILS

AutoCAD SHX Text

AutoCAD SHX Text 9/24/24

AutoCAD SHX Text

STATUTORY REVIEW COMMENTS

AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES AMPHITHEATER UPGRADES TEMPORARY FENCING SITE PLAN - ADD ALT

AutoCAD SHX Text D2.0

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

AMPHITHEATER UPGRADES TEMPORARY FENCING SITE PLAN - ADD ALT

AutoCAD SHX Text

DEMOLITION NOTES

AutoCAD SHX Text SEQUENCE OF APPLICABLE RELOCATION(S), DEMOLITION(S) AND RECONNECTION(S) FOR RED ROCK STATE PARK WATER AND WASTEWATER SYSTEM:

AutoCAD SHX Text

PROPANE TANK

AutoCAD SHX Text

CXT RESTROOM

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EXISTING SEWER LIE FROM VISITOR CENTER, SEE NOTE 2

AutoCAD SHX Text

EXISTING 4,000 GALLON BURIED SEPTIC TANK

AutoCAD SHX Text

EXISTING SEPTIC TANK OUTLET SEWER LINE, SEE NOTE 2

AutoCAD SHX Text

EXISTING SEPTIC TANK INLET SEWER LINE, SEE NOTE 2

AutoCAD SHX Text

EXISTING SEPTIC TANK CLEANOUTS (TYP)

oobtera Stamp

2GAS

MECHANICAL

SCALE: 1" = 6'

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

2G1

PROVIDE BACKFLOW PREVENTER AND ENCLOSURE IN ACCORDANCE WITH DETAIL 2 ON SHEET M4.0.

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

FG6XL

AutoCAD SHX Text

EEMAX #EMT-4 HWT

AutoCAD SHX Text

EEMAX #EMT-4 HWT

AutoCAD SHX Text

AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES ENLARGED AMPHITHEATER RESTROOM PLAN - ADD ALT

AutoCAD SHX Text M1.0

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

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REVISIONS

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REMARKS

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CKD

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DWN

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DES

AutoCAD SHX Text DATE:%%u %%u

AutoCAD SHX Text CAD FILE:%%u %%u

AutoCAD SHX Text

APRIL 2024

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Blue Stake Center

AutoCAD SHX Text Two working days before you dig

AutoCAD SHX Text Outside Maricopa County

AutoCAD SHX Text Inside Maricopa County

AutoCAD SHX Text

CALL FOR THE BLUE STAKES

AutoCAD SHX Text 1-800-782-5348

AutoCAD SHX Text 263-1100

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-25Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2525

AutoCAD SHX Text

TAV

AutoCAD SHX Text

RED ROCK STATE PARK PROJECT

AutoCAD SHX Text

FINAL SUBMITTAL

AutoCAD SHX Text

RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

AutoCAD SHX Text

TERESA ANN

AutoCAD SHX Text

VALENTINE

AutoCAD SHX Text 32324

AutoCAD SHX Text

ARIZONA STATE PARKS & TRAILS

AutoCAD SHX Text

AutoCAD SHX Text 9/24/24

AutoCAD SHX Text

STATUTORY REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 10/3/24

AutoCAD SHX Text

STATUTORY REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 10/3/24

AutoCAD SHX Text

ADDENDUM 1

AutoCAD SHX Text

AutoCAD SHX Text 1/10/25

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ADDENDUM 2

AutoCAD SHX Text

AutoCAD SHX Text 1" = 6'-0"

AutoCAD SHX Text

ENLARGED AMPITHEATER RESTROOM PLAN - ADD ALT

AutoCAD SHX Text PROVIDE TAOS MODEL CXT PRECAST RESTROOM BUILDING, MANUFACTURER TO SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS FOR APPROVAL.

AutoCAD SHX Text

PROVIDE 2'' SEWER LINE PER MAG STANDARD SPEC 745.

AutoCAD SHX Text

PROVIDE 2'' PVC WATERMAIN IN ACCORDANCE WITH MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text

EXISTING CONCRETE CURBING

AutoCAD SHX Text

EXISTING AMPITHEATER

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EXISTING EDGE OF AMPITHEATER CONCRETE PAD

AutoCAD SHX Text

EXISTING AMPITHEATER STRUCTURE

AutoCAD SHX Text

EXISTING 6-INCH POTABLE WATERLINE

AutoCAD SHX Text

EXISTING ARCH TENT

AutoCAD SHX Text

EXISTING RAMADA

AutoCAD SHX Text

EXISTING EDGE OF CONCRETE PATH

AutoCAD SHX Text

EXISTING CONCRETE PATH

AutoCAD SHX Text 2" RESTROOM WASTE LINE TO CONNECT TO VISITOR CENTER SEPTIC SYSTEM, SEE CONTINUATION ON SHEET M2.0

AutoCAD SHX Text

EXISTING DIRT PATH

AutoCAD SHX Text

EXISTING DIRT PATH

AutoCAD SHX Text

PROVIDE 2'' 45° ELBOW PER MAG STANDARDSPECIFICATION 610.

AutoCAD SHX Text

EXISTING 6-INCH POTABLE WATERLINE TO RESIDENCES

AutoCAD SHX Text PROVIDE 6''x6"x6" TEE PER MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text PROVIDE 6''x4" REDUCER PER MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

CONNECT TO RESTROOM WASTE

AutoCAD SHX Text PROVIDE CONCRETE SIDEWALK IN ACCORDANCE WITH MAG STD DETAIL 230, SEE DETAIL 9 ON SHEET M5.0.

AutoCAD SHX Text

PROVIDE CONCRETE LANDING, SEE STRUCTURAL SHEETS.

AutoCAD SHX Text

DEMOLISH AND RELOCATE EXISTING RIP RAP AS NEEDED FOR NEW RESTROOM.

AutoCAD SHX Text

EXISTING CONCRETE CURBING (PROTECT IN PLACE)

AutoCAD SHX Text

EXISTING EDGE OF DIRT PATH

AutoCAD SHX Text

EXISTING EDGE OF DIRT PATH

AutoCAD SHX Text

EXISTING 6-INCH POTABLE WATERLINE FROM SOUTHERN BOOSTER PUMPS

AutoCAD SHX Text

EL. = 3906.83 (*)

AutoCAD SHX Text

EL. = 3905.83 (*)

AutoCAD SHX Text

EL. = 3906.83 (*)

AutoCAD SHX Text

EL. = 3905.83 (*)

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CORNER OF RESTROOM CONCRETE PAD

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EDGE OF RESTROOM FOUNDATION

AutoCAD SHX Text

EL. = 3906.83 (*)

AutoCAD SHX Text

EL. = 3906.83 (*)

AutoCAD SHX Text

CONNECT TO EXISTING 6-INCH WATERLINE

AutoCAD SHX Text

PROVIDE KING COVE HEATER MODEL KCV1210.

AutoCAD SHX Text

PROVIDE 2'' POLYETHYLENE PLASTIC GAS LINE

AutoCAD SHX Text PROVIDE 4''x2" REDUCER PER MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text

PROVIDE 2'' 45° ELBOW PER MAG STANDARDSPECIFICATION 745.

AutoCAD SHX Text

WATER HEATER

AutoCAD SHX Text

PROVIDE CONCRETE FOUNDATION FOR PROPANE TANK, SEE STRUCTURAL SHEETS.

AutoCAD SHX Text PROVIDE 24" O.D., 5'-8" L 120-GALLON PROPANE TANK. MUST CONFORM TO THE LATEST EDITION OF ASME RULES FOR CONSTRUCTION OF PRESSURE VESSELS, SECTION VIII, DIVISION 1, COMPLY WITH NFPA 58. RATED AT 250 PSIG FROM -20° F TO 125°F. ALL VESSELS REGISTERED WITH NATIONAL BOARD. ALL STANDARD VESSELS UL LISTED (UL 644 - CONTAINER ASSEMBLIES FOR LP-GAS). STANDARD VESSELS AVAILABLE WITH CRN (CANADIAN REGISTRATION NUMBER). VESSELS ARE EITHER POWDER COATED WITH TGIC POLYESTER OR PRIMED WITH LIQUID EPOXY AND COATED WITH LIQUID URETHANE TOP COAT.

AutoCAD SHX Text PROVIDE SEWER CLEANOUT W/ RISER TO GRADE IN ACCORDANCE WITH MAG STANDARD DETAIL 441, SEE DETAIL 10 ON SHEET M5.0.

AutoCAD SHX Text

PROVIDE 2" BALL VALVE

AutoCAD SHX Text PROVIDE 6' CHAIN LINK FENCE AND GATE PER MAG STD DTL 160 WITH 3'-0" (*) WIDE PERSON GATE.

AutoCAD SHX Text 10'-0" (*)

AutoCAD SHX Text 13'-8" (*)

AutoCAD SHX Text

EL. = 3909.08 (*)

AutoCAD SHX Text

EL. = 3909.08 (*)

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AutoCAD SHX Text PROPANE TANK GAS PIPING - PRESSURE LESS THAN 1.5 PSIG PRESSURE LESS THAN 1.5 PSIG - FITTINGS FACTOR 1.5-EQUIVALENT PIPE LENGTH = PIPE FITTINGS FACTOR 1.5-EQUIVALENT PIPE LENGTH = PIPE LENGTH + 50% - PRESSURE DROP 0.5 INCHES WATER COLUMN PRESSURE DROP 0.5 INCHES WATER COLUMN - ENERGY CONTENT IN PROPANE GAS 2520 BTU/CU-FT ENERGY CONTENT IN PROPANE GAS 2520 BTU/CU-FT - ONE (1) MBH IS EQUIVALENT TO 1,000 BTU'S PER ONE (1) MBH IS EQUIVALENT TO 1,000 BTU'S PER HOUR - 1 CFH=2.54 MBH 1 CFH=2.54 MBH WATER HEATER STATE WATER HEATERS PROLINE MODEL# GS6-75-CRRS 74-GALLONS BTU RATING = 75,100 BTU/HR LENGTH OF PIPE = 40-FEET PIPE SIZE = 2-INCH PER IFGC TABLE 402.4(35)

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AutoCAD SHX Text PROVIDE ABOVE GRADE HOSE BIBB IN ACCORDANCE IN ACCORDANCE WITH DETAIL 7 ON SHEET M4.0.

AutoCAD SHX Text PROVIDE VALVE BOX, SEE MAG STD DETAIL 321, SEE DETAIL 321, SEE DETAIL 8 ON SHEET M5.0.

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AutoCAD SHX Text PROVIDE 2''x2"x2" TEE PER MAG STANDARD SPECIFICATION 745.

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AutoCAD SHX Text PROVIDE BACKFLOW PREVENTER AND ENCLOSURE IN ACCORDANCE WITH DETAIL 8 ON SHEET M4.0.

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2GAS

MECHANICAL

SCALE: 1" = 6'

Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082

2G1

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FG6XL

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FG6XL

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EEMAX #EMT-4 HWT

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EEMAX #EMT-4 HWT

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AutoCAD SHX Text RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES ENLARGED AMPHITHEATER RESTROOM PLAN - ADD ALT

AutoCAD SHX Text M1.0

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NO.

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DATE

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REVISIONS

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REMARKS

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CKD

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DWN

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DES

AutoCAD SHX Text DATE:%%u %%u

AutoCAD SHX Text CAD FILE:%%u %%u

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APRIL 2024

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SHEET OF

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ARIZONA DEPARTMENT OF ADMINISTRATION

AutoCAD SHX Text Blue Stake Center

AutoCAD SHX Text Two working days before you dig

AutoCAD SHX Text Outside Maricopa County

AutoCAD SHX Text Inside Maricopa County

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CALL FOR THE BLUE STAKES

AutoCAD SHX Text 1-800-782-5348

AutoCAD SHX Text 263-1100

AutoCAD SHX Text Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-24Copyright, VALENTINE ENVIRONMENTAL ENGINEERS, LLC. 2002-2424

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TAV

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RED ROCK STATE PARK PROJECT

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FINAL SUBMITTAL

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RED ROCK STATE PARK WATER AND WASTEWATER INFRASTRUCTURE UPGRADES - VOLUME 3 OF 3

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TERESA ANN

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VALENTINE

AutoCAD SHX Text 32324

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ARIZONA STATE PARKS & TRAILS

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AutoCAD SHX Text 9/24/24

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STATUTORY REVIEW COMMENTS

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AutoCAD SHX Text 10/3/24

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STATUTORY REVIEW COMMENTS

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AutoCAD SHX Text 10/3/24

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ADDENDUM 1

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AutoCAD SHX Text 1" = 6'-0"

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ENLARGED AMPITHEATER RESTROOM PLAN - ADD ALT

AutoCAD SHX Text PROVIDE TAOS MODEL CXT PRECAST RESTROOM BUILDING, MANUFACTURER TO SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS FOR APPROVAL.

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PROVIDE 2'' SEWER LINE PER MAG STANDARD SPEC 745.

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PROVIDE 2'' PVC WATERMAIN IN ACCORDANCE WITH MAG STANDARD SPECIFICATION 610.

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CONSTRUCTION NOTES

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EXISTING CONCRETE CURBING

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EXISTING AMPITHEATER

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EXISTING EDGE OF AMPITHEATER CONCRETE PAD

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EXISTING AMPITHEATER STRUCTURE

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EXISTING 6-INCH POTABLE WATERLINE

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EXISTING ARCH TENT

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EXISTING RAMADA

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EXISTING EDGE OF CONCRETE PATH

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EXISTING CONCRETE PATH

AutoCAD SHX Text 2" RESTROOM WASTE LINE TO CONNECT TO VISITOR CENTER SEPTIC SYSTEM, SEE CONTINUATION ON SHEET M2.0

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EXISTING DIRT PATH

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EXISTING DIRT PATH

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PROVIDE 2'' 45° ELBOW PER MAG STANDARDSPECIFICATION 610.

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EXISTING 6-INCH POTABLE WATERLINE TO RESIDENCES

AutoCAD SHX Text PROVIDE 6''x6"x6" TEE PER MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text PROVIDE 6''x4" REDUCER PER MAG STANDARD SPECIFICATION 610.

AutoCAD SHX Text 5'-0"

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CONNECT TO RESTROOM WASTE

AutoCAD SHX Text PROVIDE CONCRETE SIDEWALK IN ACCORDANCE WITH MAG STD DETAIL 230, SEE DETAIL 9 ON SHEET M5.0.

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PROVIDE CONCRETE LANDING, SEE STRUCTURAL SHEETS.

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DEMOLISH AND RELOCATE EXISTING RIP RAP AS NEEDED FOR NEW RESTROOM.

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EXISTING CONCRETE CURBING (PROTECT IN PLACE)

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EXISTING EDGE OF DIRT PATH

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EXISTING EDGE OF DIRT PATH

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EXISTING 6-INCH POTABLE WATERLINE FROM SOUTHERN BOOSTER PUMPS

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EL. = 3906.83 (*)

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EL. = 3905.83 (*)

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EL. = 3906.83 (*)

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EL. = 3905.83 (*)

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CORNER OF RESTROOM CONCRETE PAD

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EDGE OF RESTROOM FOUNDATION

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EL. = 3906.83 (*)

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EL. = 3906.83 (*)

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CONNECT TO EXISTING…

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File details come from the government source that posted it. Updated Sep 25, 2025.