C04 Attachment 4-Drawings Palisades.pdf

PDF 4 MB Posted Aug 12, 2026

Attached to: GAOA Palisades Lagoon Liner & Sprinkler System Replacement, Coronado National Forest
Solicitation number: 1240LT26Q0094
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Aug 12, 2026

This is a set of construction design drawings for the Palisades Lagoon Liner and Effluent Sprinkler System Replacement project located at Palisades Visitors Center in the Coronado National Forest, Santa Catalina Ranger District, Arizona, approximately 24 miles on Catalina Highway from Tucson.

The project involves complete demolition and replacement of an existing wastewater treatment lagoon system and irrigation infrastructure. Key work includes: removal of the existing lagoon liner (consisting of polypropylene and PVC layers), concrete outlet baffle, and all related plumbing and support structures; installation of a new dual-layer geomembrane liner system (45-mil RPP or 60-mil HDPE primary with 60-mil HDPE secondary) with 8-ounce non-woven geotextile; replacement of the lagoon pump house with new plumbing including pump, valves, flow switch, and foot valve; installation of new 2-inch PVC effluent distribution piping and full-circle impact sprinkler heads; construction of a leak detection pit with SDR 35 pipe; installation of 1-inch drain lines to daylight with screens and drain rock; removal of two Ponderosa pine trees and clearing vegetation 8 feet from the lagoon perimeter; and temporary wastewater collection system setup during construction. The design includes typical details for pipe supports, berm vents, valve boxes, drain configurations, and road reconditioning with surfacing and riprap installation at culvert outlets. All work must comply with ADEQ regulations, OSHA standards, and 2023 National Electrical Code requirements, with contractor responsibility for utility location verification, wastewater disposal, and temporary electrical service extension.

View the file

Other files

File	Type	Posted
C05 Amend 02 EngineeringReport-Palisades.pdf	PDF	Sep 9, 2026
C05 Amendment 02 Palisades Lagoon.pdf	PDF	Sep 9, 2026
C05 Attachment 3 - Amended Specs.pdf	PDF	Sep 3, 2026
C05 Amendment 01 Palisades.pdf	PDF	Sep 3, 2026
C04 Attachment 2- SOI Palisades.xlsx	XLSX spreadsheet	Aug 12, 2026
C04 Attachment 3-Specs Palisades.pdf	PDF	Aug 12, 2026
C04 Attachment 5-DBA WD AZ20260006 051826.pdf	PDF	Aug 12, 2026
C04 Attachment 1-Solicitation Palisades.pdf	PDF	Aug 12, 2026

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United States Department of Agriculture Forest Service

PALISADES LAGOON LINER

FROM THE CORONADO SUPERVISORS OFFICE, TRAVEL NORTH ON NORTH STONE AVE FOR 1.1 MILES, MAKE A RIGHT ON E. GRANT TRAVEL FOR 7 MILES, MAKE A LEFT ON E. TANQUE VERDE RD AND TRAVEL FOR 3.2 MILE, MAKE A LEFT ON CATALINA HIGHWAY AND TRAVEL FOR 24 MILES TO THE

DESTINATION.

AND EFFLUENT SPRINKLER SYSTEM REPLACEMENT

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \C

W G;

ARIZONA

PIMA COUNTY

(R03) SOUTHWESTERN REGION

CORONADO NATIONAL FOREST

SANTA CATALINA RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 1/21/2026

C-01 EXISTING SITE PLAN 1/21/2026

C-02 DEMOLITION PLAN 1/21/2026

C-03 LAGOON PUMP HOUSE DEMO PLUMBING 1/21/2026

C-04 TEMPORARY

WASTEWATER COLLECTION SYSTEM 1/21/2026

C-05 PROPOSED SITE PLAN 1/21/2026

C-06 LAGOON DETAILS 1/21/2026

C-07 LAGOON DETAILS 1/21/2026

C-08 PUMP HOUSE DETAILS 1/21/2026

C-09 TYPICALS 1/21/2026

C-10 TYPICALS 1/21/2026

C-11 ROAD TYPICAL DETAILS 1/21/2026

C-12 EXISTING ELECTRICAL DIAGRAM 1/21/2026

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

PALISADES VISITORS CENTER,

24 MILES ON CATALINA HIGHWAY

TUCSON, AZ

W W W W

W W

E E

S S

X X

EXISTING LAGOON

LAGOON PUMP HOUSE

ADOT MAINTENANCE YARD

EXISTING SPRINKLER

IRRIGATION SYSTEM

TRAILER PADS- 4

SHERIFF

MODULAR UNIT

SHERIFF

MODULAR UNIT

PALISADES

CABIN RENTAL

PALISADES APARTMENT-

4 UNITS

cp_1 N: 515165.1430 E: 1070912.1428

ELEV: 7949.60

cp_2 N: 515267.6380

E: 1070879.2678

ELEV: 7952.68

cp_3 N: 514025.0280 E: 1071009.1548

ELEV: 7862.25

OVERHEAD POWER LINE

APPROX. LOCATION

PALISADES

VISITORS CENTER

EXISTING VAULT TOILET

AND PARKING

SERVICE ACCESS

ROAD ENTRY

OVERHEAD POWER LINE

APPROX. LOCATION

ESTIMATED HEIGHT CLEARANCE

15 FEET

ABANDONED

DUMP STATION

6+60

2+ 50 3+

4+00

EXISTING ACCESS ROAD

W W

WWWW

W W

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

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SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

EXISTING SITE PLAN

01/21/2026

CAT

C-01 002 13

LEGEND

SP# SPRINKLER HEAD

MANHOLE

EXISTING WATERLINE

EXISTING SEWER LINE

Feet 0 120 240

GENERAL GRADING AND UTILITY NOTES

1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXITING UTILITIES PRIOR TO ANY CONSTRUCTION. CALL ARIZONA 811

(BLUE STAKE) PRIOR TO ANY EXCAVATION.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL, AND SUPPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE

CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL GIVE THE FOREST SERVICE 48 HOURS NOTICE PRIOR TO

HAULING WATER FROM THE ADMINISTRATIVE OFFICE.

3. GRADING SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH ELEVATION AS SHOWN ON THE DRAWINGS.

4. GRADING SHALL MINIMIZE DISTURBANCE TO SURROUNDING AREAS AND VEGETATION. DISTURBED AREAS OUTSIDE OF THE IMPROVEMENTS

SHALL BE RETURNED TO A LIKE CONDITION WITH APPROVED MATERIALS.

5. ALL RUBBISH, UNUSED MATERIALS, CONCRETE FORMS, AND OTHER LIKE MATERIAL SHALL BE REMOVED FROM THE JOBSITE. ALL EXCESS

EXCAVATION MATERIAL SHALL BE HAULED OFF FOREST SERVICE LAND AT CONTRACTOR'S EXPENSE.

6. CONSTRUCTION IN THE VICINITY OF OVERHEAD POWER LINES SHALL BE IN ACCORDANCE WITH THE ARIZONA REVISED STATUTES, OVERHEAD

POWER LINE SAFETY (40-360.42, 40-360.43).

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE

WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED DURING THE COURSE OF CONSTRUCTION. ALL REPAIR, REPLACEMENT OR CLEANUP

SHALL BE DONE TO THE SATISFACTION OF THE FOREST SERVICE AT CONTRACTOR'S EXPENSE.

8. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS.

9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

10. EXISTING UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING

UTILITIES PRIOR TO ANY CONSTRUCTION, AND ASSUMES FULL RESPONSIBILITY FOR ANY DAMAGE AND/OR REPAIR.

11. ADOT FACILITIES ARE NOT CONNECTED TO THE LAGOON

12. LOCATION OF MANHOLES, AS SHOWN, ARE APPROXIMATE LOCATIONS.

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REMOVE AND REPLACE

LEAK DETECTION PIT AND PIPE

CUT EXISTING ABOVE GRADE COMPONENTS

JUST BELOW GRADE. PLACE PLUG OVER CUT

PIPES. REMOVE THE SUPPORTS OR CUT BELOW GRADE.

THE EXISTING IRRIGATION SYSTEM WILL BE ABANDONED IN PLACE.

DURING INSTALLATION OF NEW SYSTEM, IF EXISTING PIPES ARE CROSSED,

BOTH CUT ENDS SHALL BE PLUGGED TO SEAL THE OPENINGS.

154'

EXISTING PUMPHOUSE

REMOVE PUMPHOUSE PLUMBING

SEE C-03 FOR MORE DETAILS

SP 1

SP 2

SP 3

SP 4

SP 5

SP 6

SP 7

SP 8

SP 9

SP 10

EXISTING LAGOON FENCE LINE

REMOVE EXISTING SYSTEM LINER

SEE DETAIL A

EXISTING EFFLUENT DISPOSAL

AREA FENCE LINE

REMOVE CONCRETE

OUTLET BAFFLE

REMOVE EXISTING 3" DIAMETER

PONDEROSA PINE

REMOVE EXISTING

6" DIAMETER PONDEROSA PINE

8' VEGETATION

REMOVAL AND CLEARING PERIMETER

EXISTING GATE ENTRANCE

EXISTING PEDESTRIAN GATE

ENTRANCE

REMOVE CONCRETE

SUPPLY PIPE SUPPORTS

AND PROVIDE

TEMPORARY SUPPORTS

REMOVE ALL SPRINKLER

HEADS (TYP)

EXISTING POWER POLE WITH

AVAILABLE DUPLEX RECEPTACLE

EXISTING DRAINLINE

SHALL BE CAPPED

EXISTING DRAINLINE

SHALL BE CAPPED

REMOVE All DEAD BRANCHES

EXTENDED OVER THE FENCE

THROUGHOUT THE INTERIOR

PERIMETER OF THE FENCE

5+50

6+00

6+506+60

W W W W W W

W W

POLYPROPYLENE LINER - 36 MIL

GEOCOMPOSITE

PVC LINER - 30 MIL

COMPACTED SUBGRADE

DETAIL A

EXISTING COMPONENTS OF LAGOON LINER SYSTEM

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

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S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

DEMOLITION PLAN

01/21/2026

CAT

C-02 003 13

NOTES:

1. REMOVE TWO TREES LOCATED INSIDE THE LAGOON FENCE LINE.

2. REMOVE AND CLEAR ALL VEGETATION 8' FROM THE EDGE OF THE

LAGOON LINER.

3. CONTRACTOR RESPONSIBLE FOR MARKING THE LOCATION OF THE

EXISTING SUPPLY PIPE CONCRETE SUPPORTS TO RE-LOCATE THE

NEW SUPPORT AND ASSOCIATED "PADDING" AREAS.

4. CONTRACTOR SHALL DISPOSE OF LIQUIDS, SOLIDS & SLUDGE FROM

EXISTING LAGOON IN ACCORDANCE WITH ADEQ REQUIREMENTS.

5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

LEGEND

SP# SPRINKLER HEAD

MANHOLE

PONDEROSA PINE

Feet 0 40 80

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WSE

6 8

REMOVE AND DISPOSE, PIPE SUPPORT

IF NECESSARY

REMOVE AND DISPOSE, PLUMBING TO IRRIGATION SYSTEM

REMOVE AND DISPOSE, PIPE AND SEAL HOLE AT PUMP HOUSE.

PIPE DOES NOT CONNECT TO ANY EXISTING EQUIPMENT INSIDE THE PUMPHOUSE.

2" PVC, SCH 80, PUMP SUCTION LINE, THIS REMAINS IN PLACE. EXISTING PIPE TO REMAIN

BELOW THE EXISTING 2-INCH TEE.

REMOVE AND DISPOSE, 2" UNION AND ASSOCIATED PIPE CONNECTED TO THE UNION.

REMOVE AND DISPOSE, CHECK VALVE

REMOVE AND DISPOSE, 2" BALL VALVE (REMOVE EVERYTHING ABOVE GRADE)

REMOVE AND DISPOSE, FLOW SWITCH AND DISCONNECT THE ELECTRICAL WIRES

REMOVE AND DISPOSE, PUMP

REMOVE AND DISPOSE ALL EXISTING PLUMBING

EXISTING PUMP STAND. IF EXISTING CAN BE RE-USED, RE-SECURE,. OTHERWISE, REMOVE

AND DISPOSE.

FROM LAGOON

SUCTION SIDE OF PLUMBING

SUCTION SIDE OF PLUMBING EXISTING PUMP HOUSE EXISTING 5HP CENTRIFUGAL

PUMP WITH 2" INLET/ OUTLET

EXISTING ELECTRICAL CONNECTION

DISCHARGE PLUMBING WITH FLOW SWITCH

GENERAL NOTES:

1. REMOVE AND DISPOSE OF ALL OTHER MISCELLANEOUS PUMP HOUSE

PLUMBING COMPONENTS NOT SHOWN ON DRAWING AND PREP FOR

INSTALLATION OF NEW PUMP HOUSE PLUMBING

2. CONTRACTOR SHOULD SUBMIT PLUMBING PLAN TO C.O. FOR REVIEW

AND APPROVAL PRIOR TO ANY PLUMBING INSTALLATION.

3. CONTRACTOR SHALL UTILIZE THE SAME PENETRATIONS,

4. EXISTING ITEMS SUCH AS THE PUMP PAD AND THE PIPE SUPPORT

MAY REMAIN IF NEEDED FOR THE NEW EQUIPMENT OR PLUMBING.

ELECTRICAL PANEL WITH

MANUAL START AND RESET BUTTONS

11 DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

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S\ W

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SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

LAGOON PUMP HOUSE

DEMO DETAILS

01/21/2026

CAT

C-03 004 13

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S S

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X X

MANHOLE "A"

INVERT IN: 7887.05

INVERT OUT: 7882.31

LID ELEV: 7890.11

MANHOLE "B"

INVERT IN: 7876.31

INVERT OUT: 7876.57

LID ELEV: 7881.02

MANHOLE "C"

INVERT IN: 7875.11

INVERT OUT: 7874.96

LID ELEV: 7877.65

8" SEWER LINE, C.I.

110 LF

8" SEW

ER LINE

191 L.F, 7.07%

8" SEWER LINE

162 L.F, 4.1%

8" SEWER LINE

112 L.F, 0.2%

8" SEWER LINE

166 L.F, 7.78%

BEGIN ACCESS ROAD

RECONDITIONING AND SURFACING

STA 00+00

SEE C-11

LOCATION OF EXISTING CMP.

CLEAN CULVERT AND PROVIDE FILL

ON EXPOSED OUTLET SIDE OF CMP.

SEE C-11 FOR DETAILS

6+50

6+60

2+ 50 3+

4+00

END ACCESS ROAD

RECONDITIONING AND SURFACING

STA 06+54

SEE C-11

TEMPORARY ELECTRICAL LINE

FROM POWER POLE AT LAGOON TO

TEMPORARY WASTEWATER COLLECTION TANKS

LOCATION FOR

TEMPORARY WASTEWATER COLLECTION TANKS.

CONTRACTOR SHALL STAKE OUT FOR APPROVAL BY COR

RECONSTRUCT, CLEAR AND GRADE AREA

OF 18' WIDE X 58' LENGTH REMOVE EXISTING

12" Ø PINE

LOCATION OF EXISTING CMP

INSTALL RIP RAP AT OUTLET

SEE C-11 FOR DETAILS

W W

W W W

W W

W W W W

EXISTING WATERLINE

2' -6

2'-1"

TYPICAL MANHOLE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

TEMPORARY

WASTEWATER

COLLECTION SYSTEM

01/21/2026

CAT

C-04 005 13

Feet 0 40 80

GENERAL NOTES:

1. ELECTRIC SERVICE AVAILABLE AT LAGOON PUMPHOUSE.

2. CONTRACTOR RESPONSIBLE FOR EXTENDING ELECTRICAL SERVICE TO TEMPORARY WASTEWATER COLLECTION SYSTEM.

3. THE CURRENT WASTEWATER OPERATION FLOWS ARE ALL GRAVITY, FROM ALL THE BUILDINGS ON THE ADMINISTRATIVE SITE, TO

THE LAGOON.

4. MANHOLES "A", "B", AND "C" ARE AVAILABLE TO START THE DIVERSION TO THE TEMPORARY WASTEWATER COLLECTION SYSTEM.

5. THE SELECTED DIVERSION MANHOLE SHALL BE TEMPORARILY PLUGGED.

6. THE MANHOLES ARE 4'-0" DIAMETER, TYPICAL.

7. REQUEST DETAILED INFORMATION ON SELECTED DIVERSION MANHOLE TO OBTAIN INVERT INFORMATION.

8. LOCATION OF MANHOLES, AS SHOWN, ARE APPROXIMATE LOCATIONS.

9. FURNISH, DESIGN, AND INSTALL COMPLETE TEMPORARY ABOVE GRADE WASTEWATER COLLECTION SYSTEM TO COLLECT

WASTEWATER FLOW FROM ADMIN SITE.

10. CONTRACTOR RESPONSIBLE FOR MANAGING AND OPERATING THE COLLECTION PUMP SYSTEM.

11. CONTRACTOR RESPONSIBLE FOR PROPER DISPOSAL OF WASTEWATER CONTENTS IN THE COLLECTION TANKS WHEN TANKS ARE

NEAR CAPACITY THROUGHOUT THE CONTRACT.

12. CONTRACTOR RESPONSIBLE FOR PLACING SECONDARY CONTAINMENT UNDER MAIN COLLECTION TANKS FOR ACCIDENTAL

OVERFLOW AND/OR LEAK.

LEGEND

SP# SPRINKLER HEAD

MANHOLE

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E: 1071009.1548

ELEV: 7862.25

X X

XXXXXXXXXXXXXXXXX

X X

INSTALL NEW

LEAK DETECTION PIT AND SDR 35 PIPE

SEE DETAIL ON C-07

INSTALL NEW 2" PVC , SCH 40, EFFLUENT DISTRIBUTION

SYSTEM, INCLUDING ALL NECESSARY APPURTENANCES

SEE C-09

154'

19.50'

INSTALL NEW PLUMBING COMPONENTS

(NON-COLLAPSIBLE HOSE, ADAPTERS,

DETACHABLE FOOT VALVE, ETC) ON EXISTING 2"

PUMP SUCTION LINE

SEE C-07

EXISTING PUMPHOUSE

INSTALL NEW PLUMBING INCL,

PUMP, VALVES, UNION, ETC.

SEE C-08

25'

50'

75'

50'

SP 1

SP 2

SP 3

SP 4

SP 5

SP 6

SP 7

SP 8

SP 9

SP 10

INSTALL NEW LAGOON CONCRETE

OUTLET BAFFLE AND PIPE

SUPPORT

SEE C-06

INSTALL NEW LINER SYSTEM,

INCLUDING 8-OZ NON-

WOVEN GEOTEXTILE AND

GEOMEMBRANE

SEE C-06

INSTALL NEW 1" DIAMETER, DRAINLINE WITH

STOP & WASTE CURB STOPS, VALVE BOXES,

SCREEN WITH CLAMPS AND DRAIN ROCK AT END OF LINES

SEE C-09

INSTALL NEW LAGOON CONCRETE

PIPE SUPPORTS

SEE C-06

INSTALL NEW FULL CIRCLE IMPACT

SPRINKLER HEADS WITH RISERS,

INCLUDING ALL NECESSARY FITTINGS.

DAYLIGHT DRAIN

SEE C-09

1" SCH 40 PVC

DRAIN TO DAYLIGHT

SEE C-09

127.99'

7.43'

LINER

N: 514014.6448

E: 1070979.5298

ELEV: 7862.25

LINER

N: 513997.8745 E: 1071001.4217

ELEV: 7855.75

LINER

N: 514034.8419 E: 1071132.1996

ELEV: 7862.25

LINER

N: 513837.1982

E: 1071003.0603

ELEV: 7862.25

LINER

N: 513859.0870 E: 1071019.8073

ELEV: 7855.05

LINER

N: 513874.1895

E: 1071133.8113

ELEV: 7855.05

LINER

N: 513857.4192 E: 1071155.7033

ELEV: 7862.25

LINER

N: 513868.7036 E: 1071076.5357

ELEV: 7854.75

LINER

N: 514012.9770

E: 1071115.4257

ELEV: 7855.75

INSTALL NEW BERM VENTS

THROUGHOUT, TYPICALLY

50' APART

SEE C-10

EXISTING SPRINKLER SYSTEM

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

PROPOSED SITE PLAN

01/21/2026

CAT

C-05 006 13

Feet 0 40 80

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES

PRIOR TO CONSTRUCT.

2. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE

WHEN REQUIRING FOREST SERVICE APPROVAL OF LAYOUT OR

OTHER SERVICES.

3. CONTRACTOR SHALL STAKE PROPOSED LOCATION OF IRRIGATION

LINES FOR C.O.R. APPROVAL PRIOR TO INSTALLATION.

4. MINOR DEVIATIONS FROM THE PROPOSED LAYOUT MAY BE

PERMITTED PROVIDED COVERAGE REMAINS THE SAME.

A C-06

LEGEND

SP# SPRINKLER HEAD

MANHOLE

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8.00'

3.50'

WSE

3' FREEBOARD

3:1 3:1

5' MIN (TYP)

EXISTING

FENCE EXISTING

FENCE

MEET EXISTING

GRADE

OUTLET PIPE

BOTTOM OF LAGOON

GRADE TO DAYLIGHT

GRADE TO DRAIN

GRADE TO MEET EXST. GRADE

3:1

PRIMARY GEOMEMBRANE - 45-MIL RPP OR 60-MIL

COMPACTED SUBGRADE

DEPTH GAUGE TO BE REPLACED AT FIRST

SUPPORT FACING NORTH TO BE READ FROM GATE

CONCRETE STRUCTURES SHALL RECEIVE

COAL TAR COATING

8" OZ. NON-GEOTEXTILE

SECONDARY GEOMEMBRANE - 60 MIL HDPE

8 OZ. NON-GEOTEXTILE

COMPACTED FILL

1'1'

9" S.Q.

1.50' S.Q

3/16"X1"

SS STAP

1/2"X6"

SS BOLT

DEPTH GAUGE TO BE

REPLACED AT FIRST

SUPPORT FACING

NORTH TO BE READ

FROM GATE

8" D.I.P.

3,000 PSI, CLASS "S", CONC PER

PIMA COUNTY CTY STD

SPECIFICATIONS.

STAFF GAUGE

STAFF GAUGE SHALL BE WATERPROOF AND UV RESISTANCE WITH

PROTECTIVE COATING FOR USE IN LAGOONS. INSTALL FACING

THE DIRECTION OF THE GATE FOR READING.

PLACEMENT SHALL CLEARLY INDICATE THE FOLLOWING ELEVATIONS:

1. FREEBOARD VOLUME

2. MAXIMUM OPERATING LEVEL

3. EMERGENCY LEVEL.

INSTALLATION SHALL FOLLOW MANUFACTURER'S RECOMMENDATION.

RECOMMENDED MODEL FROM OUTDOORNUMBERS.COM, MODEL FOR

AN APPROVED EQUAL.

AFTER GAUGE IS SECURE, UTILIZE REFLECTIVE TAPE TO MARK THE

ELEVATIONS ABOVE. SEE SECTION 03 30 00 PART 3, 3.3.

3' SQ GEOMEMBRANE OVER

3' SQ 8-OZ NON-WOVEN

GEOTEXTILE UNDER EACH

CONCRETE SUPPORT

PRIMARY GEOMEMBRANE - 45-MIL RPP OR 60-MIL

8" OZ. NON-GEOTEXTILE

SECONDARY GEOMEMBRANE - 60 MIL HDPE

8" OZ. NON-GEOTEXTILE

6.00'

1.00'

0.50' 1.

8" D.I.P.

#3 @ 8" O.C.

E.A. WAY

3,000 PSI, CLASS "S",

CONC PER

PIMA COUNTY CTY

STD SPECIFICATIONS.

3" COVER

6'X8' GEOMEMBRANE OVER 8-OZ

NON-WOVEN GEOTEXTILE UNDER

CONCRETE BAFFLE8" (TYP)

PRIMARY GEOMEMBRANE - 45-MIL RPP

OR 60-MIL

8" OZ. NON-GEOTEXTILE

SECONDARY GEOMEMBRANE -

60 MIL HDPE

8" OZ. NON-GEOTEXTILE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

LAGOON DETAILS

01/21/2026

CAT

C-06 007 13

TYPICAL LAGOON SECTION - NTSA

LAGOON PIPE SUPPORT - NTSB

OUTLET BAFFLE - NTSC

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SDR 35 W/ REMOVAL OR THREADED CAP

PIPE BOOT WITH 45 MIL RPP THROUGH LENGTH

AND SEAL ALONG EDGES ALONG SIDES

2.00'

4.00'

1.5' 1.50'

END PIPE + 2" ABOVE BOTTOM OF PIT

WITH PERFORATED END SECTION

3/4" GRAVEL FILLED

1:1

0.5%

PRIMARY GEOMEMBRANE

8 OZ NON-WOVEN GEOTEXTILE

SECONDARY GEOMEMBRANE

8 OZ NON-WOVEN GEOTEXTILE

WSE

3:1

1.00'ANCHOR TRENCH

BACKFILL W/ NATIVE MATERIAL

GEOMEMBRANE LINER

2" BOOT

3' FREEBOARD

3.00'

2" PUMP SUCTION LINE

TO LAGOON PUMPHOUSE

COMPACTED SUBGRADE

TO 95% (TYP)

PROVIDE AND ATTACH A ROPE TO FLOAT VALVE

HOSE SECTION TO ALLOW BRINGING THE FLOAT

VALVE OUT OF LAGOON FOR MAINTENANCE AND

WINTERIZATION

PROVIDE 3" SS CAMLOCK AND

GROOVE ENDS FOR QUICK DISCONNECT

INSTALL APPROPRIATE ADAPTER

COUPLING TO CONNECT 2" HDPE TO 3"

SUCTION HOSE (NON-COLLAPSIBLE) PROVIDE AND INSTALL A FLOAT AND 3"

45-DEGREE FOOT VALVE BY SUREFLO OR AN

APPROVED EQUAL. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

22' 25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

LAGOON DETAILS

01/21/2026

CAT

C-07 008 13

LEAK DETECTION PIT - NTSD

TYPICAL SECTION - NTSE

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WSE

INSTALL NEW SUPPORT PIPE SIZE APPROPRIATELY AND PROPERLY SECURE TO FLOOR, SEE SHEET C-10

SEAL ALL BUILDING PENETRATIONS AFTER PIPE CONNECTIONS ARE COMPLETED

REDUCER (IF NEEDED)

2" PVC, SCH 80, PUMP SUCTION LINE

2" UNION

CHECK VALVE

2" BALL VALVE

INSTALL NEW FLOW SWITCH MATCHING EXISTING AND RECONNECT TO ELECTRICAL CONNECTIONS.

CHECK FOR PROPER OPERATION. FLOW SWITCH: MCDONNELL FLOW SWITCH, FS4-8 OR APPROVED

EQUAL.

INSTALL 45° FOOT VALVE

INSTALL CAMLOCK AND GROOVE FITTING

INSTALL 3" SUCTION HOSE (NON-COLLAPSIBLE)

INSTALL FLOAT AS RECOMMENDED BY 45-DEG FOOT VALVE MANUFACTURER.

INSTALL A ROPE TO PULL FOOT VALVE OUT OF LAGOON

INSTALL NEW PUMP PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT TO CO FOR REVIEW AND

APPROVAL PRIOR TO ORDERING

INSTALL SUPPLY PIPE AS SIZED ACCORDING TO MANUFACTURER'S RECOMMENDATION

REPLACE OR SALVAGE PUMP SUPPORT PAD. PROPERLY SECURE THE NEW PUMP TO PAD AND PUMP

SUPPORT PAD TO FLOOR

6" NIPPLE WITH NECESSARY ADAPTERS TO SECURELY ATTACH FUNNEL CAP WITH THREADED LID OR

LOCKABLE LID, ULINE LARGE PLASTIC FUNNELS OR AN APPROVED EQUAL.

FROM LAGOON

TO IRRIGATION SYSTEM

EXISTING PUMP HOUSE

PUMP SUPPORT PAD

INSTALL ADAPTER TO CONNECT

2" PVC TO 3" NON- COLLAPSIBLE PIPE

ELECTRICAL PANEL WITH

MANUAL START AND RESET

BUTTONS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

PUMP HOUSE DETAILS

01/21/2026

CAT

C-08

009 13PUMP HOUSE - NTSF

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C.I. VALVE BOX

1" BALL VALVE

2" SCH 40 PVC PIPE

PLAN

IRRIGATION LINE

UNION

5'-0"5'-0"

NOT TO SCALE

DRAIN VALVE

I.D. TAPE

NOT TO SCALE

TYPICAL TRENCH

IRRIGATION LINE

ALL UTILITY LINES

SHALL BE BACKFILLED

WITH BEDDING MATERIAL

MOUND 3" MIN

DEPTH SHALL FOLLOW

PIMA COUNTY STANDARDS

OR 24" MIN

1" DRAIN PIPE SLOPE

TO DAYLIGHT

INSTALL INSECT SCREENS ON THE

ATMOSPHERIC OUTLET OF

DAYLIGHT DRAINS WITH ONE 304

STAINLESS STEEL HOSE CLAMP

PROVIDE AND PLACE 1 CUBIC

FOOT OF GRAVEL UNDER EACH

OF THE DRAINLINE OUTLETS

TRANSITION FROM PVC TO GSP, 10

FEET FROM ATMOSPHERIC

OUTLET OF DAYLIGHT DRAIN

1" GSP

2" SLIP X 1" FEMALE SOCKET

2" SCH 40 PVC PIPE

PROFILE

IRRIGATION LINE

5'-0"5'-0"

NOT TO SCALE

SPRINKLER HEAD

INSTALL L ANGLE TO

SUPPORT 1" GSP

INSTALL SPRINKLER HEAD WITH

DIELECTRIC UNION TO GSP, 12"

BRASS FEMALE NPT X 34" FEMALE

NTP GI

GALV. STRAPS TO ANGLE SUPPORT

WITH BOLTS AND WASHERS

COMPACTED SELECT

BACKFILL (MINUS 6") TO

95% OF MAXIMUM

DENSITY

CURB BOX DETAIL

NOT TO SCALE

VALVE NOTES:

1" VALVE SHALL BE STOP & WASTE

BALL VALVE BC-11-444SW-NL BY FORD

METER BOX OR APPROVED EQUAL.

CONTRACTOR SHALL PROVIDE A MINIMUM

OF 2 KEYS TO OPERATE THE VALVES.

4" WASHED STONE

VALVE

COVER MARKED "SEWER"

CAST IRON CURB BOX,

ARCH BASE, EA1-30-40-18R

SEWER BY FORD METER

BOX OR APPROVED EQUAL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

TYPICALS

01/21/2026

CAT

C-09 010 13

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CAST IRON SADDLE

2" RISER PIPE

STEEL YOKE

W/ STAINLESS

STEEL BOLTS

STAKED LOCKNUT

ADJUSTABLE NIPPLE

SPECIAL REDUCER

AS NOTED

PIPE FLANGE

NOTES:

1. VERTICAL ADJUSTMENT OBTAINED BY TURNING LOCKOUT NIPPLE

2. "GRINNEL" ADJUSTABLE PIPE SADDLE SUPPORT OR OTHER

APPROVED

3. HORIZONTAL CONCRETE SURFACES SHALL BE FORMED WITH 11

CHAMFER

PIPE SUPPORT ( @ PUMP BLDG)

NOT TO SCALE

MEMBRANE LINER

WELD ALL 4 SIDES

1-3/8" Ø HOLE CUT IN LINER

CENTER VENT OVER HOLE

VENT PERIMETER

3" Ø HOLE

IN LINER

LINER MATERIAL

BERM VENT DETAIL

NOT TO SCALE

HALF SECTION O 1.5" DIAMETER

BY 7" LONG SCHEDULE 40 PVC PIPE

2" WIDE SPLICE

ALL AROUND

LINER MATERIAL

TOP OF BERM

SECTION A-A

NOT TO SCALE

2" 2"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

TYPICALS

01/21/2026

CAT

C-10 011 13

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ROADWAY WIDTH

14' MAX 5'5'

CLEARING WDITH

22'

SURFACE COURSE

3" COMPACTED IN PLACE EXISTING GRADE

14'

1' MIN COVER OVER

EXISTING CMP

3' MIN

1' -6

APPROX. 1.8 CY

OF CLASS 1 RIP RAP

EXISTING CMP

ROAD TYPICAL SECTION

NOT TO SCALE

RIP RAP INSTALL PLAN VIEW

NOT TO SCALE

RIP RAP INSTALL PROFILE VIEW

NOT TO SCALE

1' MIN

TOP CUT SLOPE

1:1

3:1

3:1 ROADBED

1:1 3:1

1:1

PICTORIAL VIEW

DITCH

BLOCK

SLOPE

VARIES

OVERTOP AT

DITCH BLOCK

CENTERLINE

DITCH

CULVERT

[EXISTING]

1:1 CUT

SLOPE

DITCH BLOCK WALL

[WITH PLACED

CLASS 1 [2] RIPRAP]

1:1

PLACED

CLASS 1 RIPRAP

TOP DITCH

BLOCK

DITCH BLOCK

WALL

8' MIN. TO 25'

MAX.

GRADE AND SHAPE BACKSLOPE

TO DITCH CENTERLINE

DITCH

DITCH3:1

ROAD

BED

SLOPE BOTTOM

TO INLET; MATCH

CULVERT SLOPE

FLOW FLOW

FLOW

TRAVELED

WAY

FLO

[EXISTING SIDE SLOPE]

1:1 CUT SLOPE

ROAD

BED

ROAD

BED

TYPICAL DITCH BLOCK PLAN VIEW

NOT TO SCALE

TYPICAL DITCH RELIEF

NOT TO SCALE

PIPE

18" 6"

TOP DITCH BLOCK 6"

BELOW EDGE OF ROAD

TYPICAL DITCH BLOCK PROFILE VIEW

NOT TO SCALE

APPROX. 1.8 CY

OF CLASS 1 RIP RAP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

ROAD TYPICAL DETAILS

01/21/2026

CAT

C-11 012 13

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EDGE SHOULDER

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NORMAL DITCH LINE

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

8' MIN.-25' MAX.

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FLOW

AutoCAD SHX Text

8' MIN.-25' MAX.

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 1/2

6 0 8:

:\W

S\ W

\10

0% \L

SOUTHWESTERN REGION

PALISADES

LAGOON LINER

AND EFFLUENT

SPRINK. SYSTEM

REPLACEMENT

CORONADO NATIONAL

FOREST

SANTA CATALINA RANGER

DISTRICT

EXISTING ELECTRICAL

PANEL DIAGRAM

01/21/2026

CAT

C-12 013 13

ELECTRICAL SPECIFICATIONS AND GENERAL NOTES

1. PERFORM WORK IN ACCORDANCE WITH THE 2023 EDITION NATIONAL ELECTRICAL CODE (NEC), AND

OTHER ORDINANCES HAVING JURISDICTION.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE ELECTRIC UTILITY

COMPANY. COMPANY TO DETERMINE DETAILS OF POWER REQUIREMENTS.

3. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THE WORK

AS SHOWN AND SPECIFIED. EQUIPMENT REQUIRING ADJUSTMENTS ON CALIBRATIONS FOR PROPER OPERATION SHALL BE SET BY THE CONTRACTOR, AS SPECIFIED, AS DIRECTED BY THE FOREST SERVICE

OR AS REQUIRED FOR PROPER OPERATION.

4. THE LAYOUT OF THE CONTRACT, DRAWINGS IS DIAGRAMMATIC. IT IS NOT THE INTENT OF THESE PLANS

AND/OR SPECIFICATIONS TO SHOW EVERY DETAIL OF CONSTRUCTION.

5. CONTRACTOR SHALL ASSESS THE EXISTING ELECTRICAL AND FURNISH AND INSTALL ELECTRICAL LINE

EXTENSION TO THE TEMPORARY WASTEWATER COLLECTION SYSTEM LOCATION. PROVIDE ALL

REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.

6. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING BID TO VERIFY ALL EXISTING

CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR SPECIFIED.

7. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO DETERMINE ADEQUATE WIRES AND

PROTECTION TO EXTEND TEMPORARY ELECTRICAL SERVICE FROM PUMPHOUSE.

8. KEEP TEMPORARY UTILITIES PROTECTED FROM CONSTRUCTION TRAFFIC THROUGH OUT THE

PROJECT.

9. ALL REQUIRED SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH THE FOREST SERVICE IN ADVANCE

OF THE SHUTDOWN.

10. WORK PERFORMED SHALL BE DONE BY A LICENSED AND/OR QUALIFIED ELECTRICIAN IN THE STATE OF ARIZONA AND ALL SYSTEMS SHALL BE TESTED IN PRESENCE OF FOREST SERVICE TO DEMONSTRATE THAT EQUIPMENT IS WORKING PROPERLY. DEFECTS SHALL BE RECTIFIED AT NO COST TO THE FOREST

SERVICE.

11. ELECTRICAL EQUIPMENT DEVICES AND MATERIAL SHALL BE NEW, UL LISTED FOR THE INTENDED USE

AND SHALL MEET APPLICABLE NEMA, ANSI, AND ASTM STANDARDS.

12. PROVIDE TEMPORARY DIRECT BURIAL CABLE FOR PUMP SUPPLY.

13. ALL CONDUCTORS SHALL BE IN APPROVED RACEWAY.

14. DO NOT USE PERFORATED STRAP IRON, PLUMBER'S TAPE OR TIE WIRE AS A RACEWAY OR DEVICE

SUPPORT.

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Sheets and Views

CAD Cover Sheet-G-01 COVER SHEET-Rev

LAGOON DEMOLITION NEW TEMPLATE-PLOT

OLE1

LAGOON DEMOLITION NEW TEMPLATE-PLOT (3)

OLE1

LAGOON DEMOLITION NEW TEMPLATE-PLOT (2)

OLE1

LAGOON PLANS NEW TEMPLATE-PLOT (12)

OLE1

LAGOON PLANS NEW TEMPLATE-PLOT

LAGOON PLANS NEW TEMPLATE-PLOT (6)

OLE1

LAGOON PLANS NEW TEMPLATE-PLOT (8)

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LAGOON PLANS NEW TEMPLATE-PLOT (7)

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LAGOON PLANS NEW TEMPLATE-PLOT (5)

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LAGOON PLANS NEW TEMPLATE-PLOT (9)

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LAGOON PLANS NEW TEMPLATE-PLOT (10)

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LAGOON PLANS NEW TEMPLATE-PLOT (11)

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LAGOON PLANS NEW TEMPLATE-PLOT.pdf

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PLOT

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File details come from the government source that posted it. Updated Aug 12, 2026.