Attachment 6 - Picnic Area and Trailhead Plans.pdf
PDF 4 MB Posted
- Attached to
- Renovate Marshall Gulch Picnic Area & Trailhead
- Solicitation number
- 127EAX25R0015
- Issued by
-
Department of Agriculture Forest Service
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FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
RENOVATE MARSHALL GULCH
FROM DOWNTOWN TUCSON
TAKE EAST 22ND STREET FOR 6 MILES
TURN LEFT ON SOUTH KOLB ROAD AND TRAVEL 2.3 MILES
TURN RIGHT ON NORTH SABINO CANYON ROAD AND TRAVEL FOR 0.8 MILES
TURN RIGHT ON EAST TANQUE VERDE ROAD AND TRAVEL FOR 2.6 MILES
TURN LEFT ON EAST CATALINA HWY AND TRAVEL FOR 26 MILES TO THE PROJECT AREA
ROAD NAME WILL CHANGE TO EAST MOUNT LEMMON HWY, NORTH GENERAL HITCHCOCK HWY,
AND THEN NORTH SABINO CANYON ROAD
PICNIC AREA AND TRAILHEAD
RECOMMENDED BY:
FOREST ENGINEER DATE
/24
/23
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ARIZONA STATE
PIMA COUNTY
(R03) SOUTHWEST REGION
CORONADO NATIONAL FOREST
SANTA CATALINA RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
AutoCAD SHX Text C-01
AutoCAD SHX Text
COVERSHEET
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text G-01
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text G-02
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PROJECT SURVEY
AutoCAD SHX Text 4/26/2023
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SITE PLAN - NORTH
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text S-02
AutoCAD SHX Text
SITE PLAN - SOUTH
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text D-01
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PICNIC AREA DETAILS
AutoCAD SHX Text 4/26/2023
AutoCAD SHX Text D-02
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STAIR & TRAIL DETAILS
AutoCAD SHX Text 11/13/2023
AutoCAD SHX Text D-03
AutoCAD SHX Text
CXT VAULT RESTROOM DETAIL
AutoCAD SHX Text 4/26/2023
AutoCAD SHX Text D-04
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CONCRETE SIDEWALK DETAIL
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text D-05
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FEE MACHINE DETAIL
AutoCAD SHX Text 11/21/2023
AutoCAD SHX Text D-06
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RAMP DETAIL
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BOLLARD DETAIL
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STREAM RECONSTRUCTION DETAIL
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SABINO RETAINING WALL DETAIL
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DEMO RETAINING WALL DETAIL
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BOX CULVERT DETAIL
AutoCAD SHX Text 11/21/2023
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
/21
/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
GENERAL NOTES
11/21/2023
G.PORT
G.PORT
E.MONIN
G-01 002 016
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AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THIS TYPE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THIS TYPE OF CONSTRUCTION. 2. CONSTUCTION ON THE SABINO CREEK RETAINING WALL AND MARSHALL CREEK SHALL OCCUR BETWEEN SEPTEMBER 1ST AND MARCH 1ST. CONSTUCTION ON THE SABINO CREEK RETAINING WALL AND MARSHALL CREEK SHALL OCCUR BETWEEN SEPTEMBER 1ST AND MARCH 1ST. 3. THE CONTRACTOR SHALL HAVE A 50-GALLON SPILL KIT (OR TWO 30-GALLON SPILL KITS) LOCATED ON-SITE DURING THE OPERATION OF HEAVY EQUIPMENT. THE CONTRACTOR SHALL HAVE A 50-GALLON SPILL KIT (OR TWO 30-GALLON SPILL KITS) LOCATED ON-SITE DURING THE OPERATION OF HEAVY EQUIPMENT. 4. THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION PERIOD, THIS MAY REQUIRE A DISTRICT ISSUED CAMPING PERMIT AT NO COST. THE CONTRACTOR IS ALLOWED TO CAMP AT THE SITE DURING THE CONSTRUCTION PERIOD, THIS MAY REQUIRE A DISTRICT ISSUED CAMPING PERMIT AT NO COST. 5. UPON COMPLETION OF THE PROJECT, ALL EXCESS SOIL, DEMOLISHED STRUCTURES AND OTHER CONSTRUCTION MATERIALS SHALL BE REMOVED FROM GOVERNMENT LAND UPON COMPLETION OF THE PROJECT, ALL EXCESS SOIL, DEMOLISHED STRUCTURES AND OTHER CONSTRUCTION MATERIALS SHALL BE REMOVED FROM GOVERNMENT LAND AND DISPOSED OF IN ACCORDANCE WITH STATE AND COUNTY STANDARDS. 6. CONSTRUCTION ACCESS AND PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE PROJECT AREA FROM THE PUBLIC. THIS INCLUDES PROVIDING CONSTRUCTION ACCESS AND PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE PROJECT AREA FROM THE PUBLIC. THIS INCLUDES PROVIDING THE NECESSARY SECURITY FOR PROTECTION OF THE CONTRACTOR'S MATERIALS, EQUIPMENT, TOOLS AND WORK UNTIL FINAL ACCEPTANCE BY THE GOVERNMENT. THE CONTRACTOR SHALL ALSO PROVIDE SUFFICIENT SIGNS, BARRIERS, BARRICADES, MARKERS, ETC. TO WARN THE PUBLIC OF HAZARDOUS CONDITIONS AND TO PROTECT THE PUBLIC FROM INJURY. 7. EQUIPMENT AND MATERIAL STORAGE: THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE COR FOR EQUIPMENT AND MATERIAL STORAGE, AND FOR OTHER AREAS EQUIPMENT AND MATERIAL STORAGE: THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE COR FOR EQUIPMENT AND MATERIAL STORAGE, AND FOR OTHER AREAS NEEDED FOR CONSTRUCTION. 8. SANITATION/GARBAGE: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE TOILET FOR CONSTRUCTION PERSONNEL DURING THE CONTRACT PERIOD. NO SANITATION/GARBAGE: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE TOILET FOR CONSTRUCTION PERSONNEL DURING THE CONTRACT PERIOD. NO GARBAGE SERVICE IS AVAILABLE FOR CONTRACTOR USE. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE OF LOOSE GARBAGE AT ALL TIMES. 9. REMOVAL/DEMOLITION WORK: THE COR WILL MARK OR FLAG ALL RECREATION IMPROVEMENTS (E.G. TABLES, GRILLS, ETC.) TO BE SALVAGED. THE CONTRACTOR SHALL REMOVAL/DEMOLITION WORK: THE COR WILL MARK OR FLAG ALL RECREATION IMPROVEMENTS (E.G. TABLES, GRILLS, ETC.) TO BE SALVAGED. THE CONTRACTOR SHALL CAREFULLY REMOVE ALL MARKED OR FLAGGED IMPROVEMENTS AND TRANSPORT THEM TO THE SABINO CANYON STORAGE YARD, LOCATED AT THE SABINO CANYON RECREATION AREA. ALL ITEM DESIGNATED FOR REMOVAL NOT FLAGGED FOR SALVAGED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF NATIONAL FOREST LAND, AT THE CONTRACTOR'S EXPENSE.
AutoCAD SHX Text SEEDING: TWO-STEP HAND BROADCAST FIRST APPLICATION: FIRST APPLICATION (SEED): IN ORDER TO ENSURE THAT THE SEED IS BEING APPLIED AT THE CORRECT RATE AREAS TO BE SEEDED SHALL BE MARKED OFF/FLAGGED AT A MINIMUM OF ONE ACRE INCREMENTS PRIOR TO SEEDING. SEED SHALL BE APPLIED BY HAND OR WITH HAND SEEDERS. SEED WILL BE DISTRIBUTED IN SUCH A WAY AS TO ASSURE ALL SPECIES IN THE SEED MIX ARE EVENLY DISTRIBUTED ACROSS THE AREA, REGARDLESS OF SEED SIZE. LIGHTLY RAKE THE SEED INTO THE SOIL TO A DEPTH OF ¼ INCH USING A CHAIN HARROW OR RAKES. SECOND APPLICATION (MULCH): 2,500 LBS./ACRE OF 100% LONG STRAND WOOD FIBER AND; NON-TOXIC, AND NATURAL AND BIODEGRADABLE PLANT-BASED PSYLLIUM/ALPHA PLANTAGO OR GUAR TACKIFIER. DEPENDING ON PRODUCT APPLY AT A RATE OF 80 LBS. PER ACRE ON SLOPES LESS THAN 3H:1V AND APPLY AT A RATE OF 100 LBS./ACRE ON SLOPES GREATER THAN 3H:1V. NON-TOXIC, 100% ENVIRONMENTALLY SAFE TRACER DYE MATERIAL AT A RATE OF AROUND 200-300 POUNDS PER ACRE TO PROVIDE VISIBLE EVIDENCE OF UNIFORM APPLICATION. ALL HYDROMULCH MIXING SHALL BE PERFORMED IN A CLEAN TANK. THE TANK AND ALL HOSES MUST BE RINSED A MINIMUM OF THREE TIMES, TO REMOVE ANY SEED PRIOR TO ARRIVING AT THE PROJECT SITE. THE CONTRACTING OFFICER OR AUTHORIZED REPRESENTATIVE SHALL INSPECT THE HYDROSEED EQUIPMENT PRIOR TO OPERATIONS AND THE CONTRACTOR SHOULD ASSUME A DEMONSTRATION OF CLEAN WATER RUNNING THROUGH THE TANK/HOSES WILL BE REQUIRED. THE HYDROSEEDER MUST BE EQUIPPED WITH A BUILT-IN CONTINUOUS AGITATION AND RECIRCULATION SYSTEM OF SUFFICIENT OPERATING CAPACITY TO PRODUCE HOMOGENEOUS SLURRY AND A DISCHARGE SYSTEM THAT WILL APPLY SLURRY TO THE DESIGNATED AREAS AT A CONTINUOUS AND UNIFORM RATE. NO FERTILIZERS, MYCORRHIZAE, OR OTHER AMENDMENTS SHALL BE ADDED TO THE HYDROSEED SLURRY. THE CONTRACTOR SHALL SPRAY DESIGNATED AREAS WITH THE SLURRY IN A SWEEPING MOTION AND IN AN ARCHED STREAM UNTIL A UNIFORM COAT IS ACHIEVED, WITH NO SLUMPING OR SHADOWING, AS THE MATERIAL IS SPREAD AT THE REQUIRED RATE. THE HYDROSEED SLURRY SHOULD FLOAT DOWN FROM THE ARCHED STREAM, AS OPPOSED TO BEING SHOT DIRECTLY AT THE GROUND. HYDROSEEDING SHALL NOT OCCUR IF THE GROUND IS FROZEN OR SNOW IS PRESENT.
AutoCAD SHX Text TOPSOIL SALVAGE: REMOVE TOPSOIL BEFORE EXCAVATING ANY AREA. DO NOT STRIP TOPSOIL IN FROZEN, SNOW COVERED, OR SATURATED CONDITIONS. REMOVE THE TOPSOIL IN THE LEAST AMOUNT OF PASSES POSSIBLE UNDER DRY SOIL CONDITIONS. USE EQUIPMENT CAPABLE OF EXCAVATING SMALL, ISOLATED POCKETS OF TOPSOIL. STOCKPILE TOPSOIL IN AN AREA DETERMINED BY THE COR, BUT GENERALLY IMMEDIATELY BEYOND THE ROUNDING LIMITS OF CUT AND EMBANKMENT SLOPES, IMMEDIATELY ADJACENT TO LIMITS OF EXCAVATION, OR IN OTHER APPROVED LOCATIONS. STORE TOPSOIL IN WINDROW OR PILE FORMATION WITH A MAXIMUM HEIGHT OF 3 FEET UNLESS OTHERWISE APPROVED BY THE COR. SEPARATE TOPSOIL FROM OTHER EXCAVATED MATERIAL. DO NOT MIX TOPSOIL WITH SUBSOIL. STOCKPILES SHALL BE STABILIZED WITH EXCELSIOR LOGS/SILT FENCE OR NATURAL FIBER (EXCLUDING STRAW) BLANKETS (DO NOT COVER PILES WITH PLASTIC) IF DETERMINED NECESSARY BY THE COR. FLAG OR INSTALL BARRIERS TO KEEP HEAVY EQUIPMENT/VEHICLES FROM DRIVING ON STOCKPILED TOPSOIL. COORDINATE AT LEAST 2 WEEKS PRIOR TO TOPSOIL SALVAGE WITH COR TO ENSURE THEIR ON-SITE PRESENCE AT THE INITIATION OF SALVAGE ACTIVITIES.
TREE CLEARING: FOR FELLED TREES CREATE A LOG DECK NEARBY, LOCATION TO BE APPROVED BY THE COR. DECK LOGS SHOULD BE CUT INTO 16.5' LENGTHS. STUMP AND TREE DEBRIS SHOULD BE PILED FOR BURNING OR CHIPPED AND HAULED AWAY. TREES TO BE FELLED UNDER THIS CONTRACT SHALL BE MARKED WITH HIGH VISIBILITY RIBBON FOR MACHINE OPERATORS TO CLEARLY IDENTIFY. RESIDUAL TREES SHALL REMAIN FREE FROM DAMAGE. TREES MAY BE USED AS BUMPERS IF THEY ARE WRAPPED WITH PADS OR STRAPPED WITH PIECES OF FELLED TREES.
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
/21
/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
PROJECT SURVEY
4/26/2023
G.PORT
G.PORT
E.MONIN
G-02 003 016
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N: 5711.6
E: 5130.9
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N: 5537.1
E: 5172.3
N: 5507.9
E: 5032.5
N: 5348.5
E: 5144.1
N: 5566.2
E: 5080.9
N: 5480.1
E: 5098.8
N: 5443.4
E: 5103.2
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STAMPS, LOGOS, AND SEALS
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DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
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OFSHEET
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
SITE PLAN - NORTH
11/21/2023
G.PORT
G.PORT
E.MONIN
S-01 004 016
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GRAPHIC SCALE 1"=30'
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AutoCAD SHX Text Sabino Creek
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RETAINING WALL TO REMAIN
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DEMO EXISTING PICNIC AREAS PRIOR TO ROAD CONSTRUCTION
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DEMO EXISTING PICNIC AREA PRIOR TO ROAD CONSTRUCTION
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DEMO EXISTING RESTROOM AND STAIRS PRIOR TO ROAD CONSTRUCTION
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DEMO PICNIC TABLE AREA
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BUILD PICNIC AREA
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BUILD PICNIC AREA
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BUILD RAMP
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BUILD STAIRS
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REMOVE WALL
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REMOVE RETAINING WALL RUBBLE
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RELOCATE TRASH & RECYCLE BINS, FEE TUBE, AND BULLETIN BOARD
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INSTALL RESTROOM
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PICNIC AREA TO REMAIN
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PICNIC AREA TO REMAIN
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REMOVE RETAINING WALL RUBBLE
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INSTALL FEE MACHINE
INSTALL SIDEWALK
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REGION NAME
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
COROANDO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
SITE PLAN - SOUTH
11/21/2023
G.PORT
G.PORT
E.MONIN
S-02 005 016
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GRAPHIC SCALE 1"=30'
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INSTALL RESTROOM
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RELOCATE RESTROOM
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DEMO PICNIC TABLE AREA
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BUILD TRAIL
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BUILD PICNIC AREAS
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DEMO PICNIC TABLE AREA
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DEMO WALL RECONTOUR
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RECONSTRUCT STREAM
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INSTALL BOX CULVERT
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RETAIN WALL AT BRIDGE
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PEDESTRIAN BRIDGE TO REMAIN
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DEMO CONCRETE SIDEWALK, FEE TUBE, BULLETIN BOARD, BACKFILL AND REVEGETATE
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RIPRAP CLASS 4
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REMOVE ARCH PIPE CULVERTS
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PICNIC AREAS TO REMAIN
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PICNIC AREAS TO REMAIN
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PICNIC AREA TO REMAIN
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RELOCATED TRASH BINS
INSTALL SIDEWALK
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DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
PICNIC AREA DEATILS
04/26/2023
G.PORT
G.PORT
E.MONIN
D-01 006 016
DETAIL - PICNIC AREA CONSTRUCTION
NOT TO SCALE
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DETAIL - PEDESTAL GRILL
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EACH SIDE OF PIPE
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1/2" BOLT EXTEND 3"
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WELDED #4 REBAR OR
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FINISH GRADE LINE
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PEDESTAL GRILL PILOT ROCK MODEL NO. A-20/S B2 OR APPROVED EQUAL
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WITH GRILL IN HIGHEST POSITION, SET COOKING SURFACE @ 34" ABOVE GROUND
AutoCAD SHX Text REPRESENTATIVE OF SINGLE GRILL, GROUP GRILL IS LARGER AND WILL REQUIRE LARGER FOUNDATION. INSTALLATION OF BOTH TYPES OF GRILLS SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS
AutoCAD SHX Text POURED CONCRETE ANCHOR 12" x 21" (STANDARD GRILL)24" x 21" (GROUP GRILL)
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AutoCAD SHX Text EXISTING MINOR FEAUTURES AT PICNIC AREAS TO BE REMOVED. STOCKPILE AT LOCATION DESIGNATED BY THE COR.
AutoCAD SHX Text DEMO EXISTING RETAINING WALLS, FOUNDATIONS AND ANCHORS TO 18" BELOW GRADE MIN., BACFILL WITH COMPACTED ENGINEERED SOILS TO MATCH SURROUNDINGS.
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REGRADE DEMOLISHED PICNIC AREA TO MATCH SURROUNDING GRADE.
AutoCAD SHX Text INSTALL 2'-4' DIA. BOULDERS UP TO BELOW GRADE. SOURCE BOULDERS 23 BELOW GRADE. SOURCE BOULDERS ONSITE.
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ACCESSIBLE PEDESTAL GRILL, SPACE 5' FROM PICNIC TABLE, SEE PEDESTAL GRILL DETAIL
AutoCAD SHX Text ACCESSIBLE CONCRETE PICNIC TABLE, OUTDOOR RECREATION INC MODEL NO. 104FSS, OR APPROVED EQUAL
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ANCHOR INTO CONCRETE FOOTINGS PER MANUFACTURER INSTUCTIONS
AutoCAD SHX Text UTILIZE TOP SOIL SALVAGED FROM ROAD REALIGNMENT EXCAVATION TO THE EXTENT POSSIBLE. SEED PER INSTRUCTIONS IN NOTES.
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EXISTING SUBGRADE
EXISTING ASPHALT
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
/24
/23
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RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
STAIR & TRAIL DETAILS
11/21/2023
G.PORT
G.PORT
E.MONIN
D-02 007 016
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PAINT & MATCH RAILS AND POSTS
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HANDRAIL TO MATCH SLOPE STAIRS
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#4 BARS @ 12" O.C. EACH WAY
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7 RISERS @ 6" TREADS @ 12"
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TOSW
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LANDING
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TOP STEPS
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BOT STEPS
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#5 @ EACH NOSING
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1-1/2" SCHED. 40STEEL PIPE HANDRAIL
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4" CONCRETE SIDEWALK
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4'-0" MAX POST SPACING
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STABILIZED CRUSHED GRANITE 4" DEPTH
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COMPACTED SUBGRADE 4" DEPTH
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NATIVE SOIL
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CROWN SURFACE, 3% MAX CROSS SLOPE
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USE SWALES AND WATERBARS TO DRAIN AS NEEDED
USE SWALES AND WATERBARS TO DRAIN AS NEEDED
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
/24
/23
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SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
CXT VAULT RESTROOM
DETAIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-03 008 016
DETAIL - CXT VAULT RESTROOM
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NOTE: THIS DETAIL SHOWS THE MODEL OF THE EXISTING CXT VAULT RESTROOM TO BE RELOCATED. THE ADDITIVE BID ITEM FOR AN ADDITIONAL RESTROOM SHALL USE A MATCHING CXT BUILDING. FOR THE EXISTING RESTROOM TEXTURE, COLOR, AND OTHER FINISHES, CONTACT CXT PRECAST PRODUCTS INC. (800) 695-5766. THE EXISTING RESTROOM ID IS T3131, BUILT 8/25/2010.
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
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/23
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RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
CONCRETE SIDEWALK
DETAIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-04 009 016
DETAIL - CONCRETE SIDEWALK
NOT TO SCALE
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FRONTSIDE
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SIDE OF CXT VAULT RESTROOM
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FRONT OF CXT VAULT RESTROOM
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EXPANSION JOINT
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EXPANSION JOINT
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EXISTING SUBGRADE
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EXISTING SUBGRADE
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CONCRETE
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AGGREGATE BASE
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AGGREGATE BASE
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ASPHALT
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#4 REBAR @ 12" O.C. EACH DIRECTION
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#5 REBAR
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#4 REBAR @ 12" O.C. EACH DIRECTION
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#5 REBAR
CONCRETE
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
/24
/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
FEE MACHINE DETAIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-05 010 016
DETAIL - ELECTRONIC FEE MACHINE
NOT TO SCALE
D-05
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NOTES: 1. THE GOVERNMENT-FURNISHED FEE MACHINE WILL BE DELIVERED TO THE PROJECT SITE. THE GOVERNMENT-FURNISHED FEE MACHINE WILL BE DELIVERED TO THE PROJECT SITE. 2. THE CONTRACTOR SHALL NOTIFY THE COR WHEN READY TO RECEIVE THE MACHINE. THE CONTRACTOR SHALL NOTIFY THE COR WHEN READY TO RECEIVE THE MACHINE.
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
/24
/23
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RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
RAMP DETAILS
11/21/2023
G.PORT
G.PORT
E.MONIN
D-06 011 016
DETAIL - RAMP TO OLD ROAD
NOT TO SCALE
D-06
D-07
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CONCRETE DITCH CROSSING (ORAR COMPLIANT)
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RAMP LENGTH: 62' RAMP SLOPE: 5%
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SECTION F - F
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SEE SECTION DETAIL
INSTALL REMOVABLE BOLLARDS
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
/24
/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
BOLLARD DETAIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-07 012 016
DETAIL - REMOVABLE BOLLARD
NOT TO SCALE
D-07
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E
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
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/23
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4.D W
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
STREAM
RECONSTRUCTION
DEATIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-08 013 016
DETAIL - STREAM RECONSTRUCTION
NOT TO SCALE
D-08
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8' BASE WIDTH
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16' WIDTH AT 2' DEPTH
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TOP WIDTH VARIES 20'-36'
AutoCAD SHX Text PLACE BOULDERS (2'-4' DIA.) IN GROUPS OF 2-3, 24"-36" APART. BURY APPROX. DIA. 12 DIA. BELOW GRADE. SOURCE BOULDERS ONSITE. USE LARGER BOULDERS DOWNSLOPE.
AutoCAD SHX Text 4'
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AutoCAD SHX Text UTILIZE ONSITE STREAMBED MATERIAL TO THE EXTENT POSSIBLE. STONE FROM THE STONE MASONRY WALL MAY BE USED AS DIRECTED BY THE COR.
AutoCAD SHX Text UTILIZE TOP SOIL SALVAGED FROM ROAD REALIGNMENT EXCAVATION TO THE EXTENT POSSIBLE. SEED PER INSTRUCTIONS IN NOTES.
NOTES: 1. CONTRACTOR MUST DIVERT STREAM FLOW AROUND WORK AREA DURING REMOVAL OF THE EXISTING CULVERT AND PARKING CONTRACTOR MUST DIVERT STREAM FLOW AROUND WORK AREA DURING REMOVAL OF THE EXISTING CULVERT AND PARKING LOT RECONTOURING. CONTRACTOR MUST SUBMIT STREAM DIVERSION PLAN AND SOIL EROSION CONTROL PLAN TO THE COR FOR APPROVAL PRIOR TO STARTING CONSTRUCTION. 2. CONTRACTOR SHALL SEED IN TWO PHASES. PHASE 1 IS HAND BROADCAST SEEDING, PHASE 2 IS COVERING GROUND WITH 100% CONTRACTOR SHALL SEED IN TWO PHASES. PHASE 1 IS HAND BROADCAST SEEDING, PHASE 2 IS COVERING GROUND WITH 100% NATURAL FIBER MATTING. COR WILL PROVIDE THE CONTRACTOR THE SEED MIX, APPLICATION RATE, AND A LIST OF POTENTIAL SEED SOURCES.
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
/24
/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
SABINO RETAINING
WALL DETAIL
04/26/2023
G.PORT
G.PORT
E.MONIN
D-09 014 016
DETAIL - RETAINING WALL AT BRIDGE
NOT TO SCALE
D-09
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EXISTING PEDESTRIAN BRIDGE
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RECONSTRUCTED MARSHALL CREEK
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SABINO CREEK
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SAWCUT OR REMOVE STONES TO CREATE A 2:1 SLOPE. GROUT TO PROTECT EDGE.
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RECONTOURED BANK
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SAWCUT OR REMOVE STONES TO CREATE A 2:1 SLOPE. GROUT TO PROTECT EDGE.
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RETAIN GROUTED RIPRAP
AutoCAD SHX Text PLACE 3 BOULDERS (2'-4' DIA.) AT THE TOE OF THE RIGHT BANK OF MARSHALL CREEK NEAR THE WALLS EDGE. BURY BOULDERS APPROX. DIA. 12 DIA.
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REMOVE STONE MASONRY WALL
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REMOVE STONE MASONRY WALL
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GROUTED RIPRAP REMOVED
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GROUTED RIPRAP REMOVED
STONE MASONRY
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
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/23
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
DEMO RETAINING WALL
DETAIL
4/26/2023
G.PORT
G.PORT
E.MONIN
D-10 015 016
DETAIL - DEMO RETAINING WALL / RECONTOURING
NOT TO SCALE
D-10
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AutoCAD SHX Text PLACE BOULDERS (2'-4' DIA.) IN GROUPS OF 2-3, 24"-36" APART. BURY APPROX. DIA 12 DIA BELOW GRADE. SOURCE BOULDERS ONSITE. USE LARGER BOULDERS DOWNSLOPE.
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UTILIZE ONSITE STREAMBED MATERIAL AT THE TOE OF SLOPE TO THE EXTENT POSSIBLE.
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ESTABLISH A SLOPE OF APPROX. 3:1, LEAVE SURFACE ROUGH TO APPEAR NATURAL.
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REMOVE RETAINING WALL TO A MINIMUM OF 18" BELOW NEW GRADE.
AutoCAD SHX Text UTILIZE TOP SOIL SALVAGED FROM EXCAVATIONS TO THE EXTENT POSSIBLE. HAND BROADCAST SEED, AND EITHER HYDROMULCH (2600LBS/ARCE) OR COVER GROUND WITH 100% NATURAL FIBER MATTING. (SEED MIX AND A LIST OF POTENTIAL SEED SOURCES WILL BE PROVIDED BY THE COR).
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EXISTING UNDERLYING MATERIAL COMPOSED OF FILL AND NATIVE SOIL.
REMOVE STONE MASONRY RETAINING WALL AND STOCKPILE STONES AT A LOCATION DESIGNATED BY COR. DISPOSE OF LOOSE CEMENT RUBBLE.
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
/24
/23
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4.D W
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(R03)
SOUTHWEST REGION
RENOVATE
MARSHALL GULCH
PICNIC AREA &
TRAILHEAD
CORONADO NATIONAL
FOREST
SANTA CATALINA RANGER
DISTRICT
BOX CULVERT DEATIL
11/21/2023
G.PORT
G.PORT
E.MONIN
D-11 016 016
DETAIL - MARSHALL CREEK BOX CULVERT
NOT TO SCALE
D-11
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AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL A PRECAST REINFORCED CONCRETE MONOLITHIC BOX CULVERT INCLUDING HEADWALLS, CONTRACTOR SHALL FURNISH AND INSTALL A PRECAST REINFORCED CONCRETE MONOLITHIC BOX CULVERT INCLUDING HEADWALLS, WINGWALLS, AND CUTOFF WALLS. 2. THE CULVERT WILL BE FOR PEDESTRIANS ONLY AND WILL NOT NEED TO SUPPORT VEHICLE TRAFFIC. REFER TO FP-03 SECTION THE CULVERT WILL BE FOR PEDESTRIANS ONLY AND WILL NOT NEED TO SUPPORT VEHICLE TRAFFIC. REFER TO FP-03 SECTION 602 FOR SPECIFICATIONS. 3. THE CULVERT MANUFACTURER IS RESPONSIBLE FOR THE CULVERT DESIGN. THE DIMENSIONS SHOWN SHALL BE USED AS A GUIDE. THE CULVERT MANUFACTURER IS RESPONSIBLE FOR THE CULVERT DESIGN. THE DIMENSIONS SHOWN SHALL BE USED AS A GUIDE. 4. SUBMIT CULVERT DRAWINGS TO THE COR 5 DAYS PRIOR TO ORDERING PRECAST COMPONENTS. SUBMIT CULVERT DRAWINGS TO THE COR 5 DAYS PRIOR TO ORDERING PRECAST COMPONENTS.
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CLASS 4 RIPRAP
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CLASS 4 RIPRAP
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INLET INVERT ELEV: 7,495.0'
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OUTLET INVERT ELEV: 7,494.6'
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CUTOFF WALLS
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FOOTER
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FOOTING
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CLASS 4 RIPRAP
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| Cover |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-Cover |
| G_01 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-G-01 |
| G_02 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-G-02 |
| S_01 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-S-01 |
| S_02 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-S-02 |
| D_01 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-D-01 |
| D_02 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1121-D-02 |
| D_04 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124_D_06-D-06 |
| D_06 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124_D_06-D-06 |
| D_07 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-07 |
| D_08 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-08 |
| D_09 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-09 |
| D_10 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-10 |
| D_11 |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-11 |
| Cover.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-Cover |
| S_02.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-S-02 |
| S_01.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-S-01 |
| S_01.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-S-01 |
| D_03.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-03 |
| D_04.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-04 |
| D_05.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-5 |
| D_05.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-5 |
| D_05.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-5 |
| D_03.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-03 |
| D_02.pdf |
| Sheets and Views |
| MARSHALL_REC_PLAN_GMP_1124-D-02 |
File details come from the government source that posted it. Updated .