01 Statement of Work Specifications.pdf

PDF 6 MB Posted Aug 15, 2022

Attached to: GAOA Renovate Laguna Campground Gates, Laguna CG, Bobcat CG, Coral Canyon CG, Cleveland National Forest, California
Solicitation number: 127EAW22Q0029
Issued by: Department of Agriculture Forest Service

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Other files

File	Type	Posted
03 Vicinity Map Gates 2021.pdf	PDF	Aug 15, 2022
07 Schedule of items.pdf	PDF	Aug 15, 2022
06 Davis-Bacon Act WD - CA20210001.pdf	PDF	Aug 15, 2022
04 Corral Canyon and Bobcat Meadows Gates Map.pdf	PDF	Aug 15, 2022
02 Laguna CG Gates Map.pdf	PDF	Aug 15, 2022
05 Fire Plan Noble Canyon_Penny Pines.pdf	PDF	Aug 15, 2022
09 RFI Form.docx	DOCX document	Aug 15, 2022
127EAW22Q0029 sol- combined.docx	DOCX document	Aug 15, 2022

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SHEET OF

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CALIFORNIA CLEVELAND NATIONAL FOREST

United States Department of Agriculture

Forest Service

GAOA-Renovate Laguna Campground Gates at Laguna CG, Bobcat CG, Corral Canyon CG

(R05) PACIFIC SOUTHWEST

CLEVELAND NATIONAL FOREST

SAN DIEGO COUNTY

CALIFORNIA

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PREPARED BY:

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PROPOSED GATE LOCATIONS

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APPROVED BY:

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RECOMMENDED BY:

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q0 1.5 3 4.5 60.75 Miles

Legend

_̂ Proposed Gate Locations

Vicinity Map Proposed Gate Locations

1- 16' Single Swing Gates 1- 24' Double Swing Gate

3-14' Single Swing Lightweight Gates

1- 24' Double Swing Lightweight Gate q0 0.3 0.6 0.9 1.20.15 Miles

Legend

_̂ Proposed Gate Locations

Corral Canyon and Bobcat Meadows Campground Proposed Gate Locations

NEW PROPOSED 24'

LIGHTWEIGHT DOUBLE

SWING ROADWAY GATE

NEW PROPOSED 14' LIGHTWEIGHT

SINGLE SWING ROADWAY GATE

REMOVE EXISTING GATE AND

DISPOSE

INSTALL NEW PROPOSED 14'

LIGHTWEIGHT SINGLE SWING

ROADWAY GATE

REMOVE EXISTING GATE AND

DISPOSE

INSTALL NEW PROPOSED 14'

LIGHTWEIGHT SINGLE SWING

ROADWAY GATE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

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DATE

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OFSHEET

United States Department of Agriculture Forest Service

PACIFIC SOUTHWEST

(R05)

DESCANSO RANGER STATION

CLEVELAND NATIONAL

FOREST

LAGUNA

CAMPGROUND

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DENSE BRUSH

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MEADOW LOOP

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SUNNY LOOP

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ROADSIDE LOOP

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SOUTH END

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LAGUNA CAMPGROUND

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SUNRISE HIGHWAY

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SENSITIVE AREA

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SENSITIVE AREA

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SENSITIVE AREA

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SENSITIVE AREA

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SENSITIVE AREA

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HILLSIDE LOOP

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SHADY LOOP

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CHOKE CHERRY

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DAY USE

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HOST SITE

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EXISTING SHOWER BUILDING

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EXISTING VAULT BUILDING

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EXISTING HALF RAIL FENCE, TO REMAIN

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EXISTING HALF RAIL FENCE, TO REMAIN

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DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

SCOPE OF CONTRACT

The purpose of this contract is to provide six (6) new gates at three (3) different campgrounds. The gates are in Eastern San Diego County on the Descanso Ranger District. The final product will provide the ability to close entrances and loops of the campgrounds. Locations are shown on the project map.

Work shall be performed in accordance with the attached CSI Specifications.

This contract provides for the equipment, labor, material, and services necessary to perform work ordered by the Government for the installation of gates, in compliance with the terms, specifications, drawings and provisions of this contract. Locations of work as described on attached spreadsheet.

PROJECT LOCATION

The three campgrounds are Laguna CG, Corral Canyon CG, and Bobcat Meadows CG. A general vicinity map is included with this solicitation. Cleveland National Forest maps are also available to assist in locating the individual roads and can be purchased at the Descanso Ranger District Office. The office is open between the hours of 8:00 am and 4:30 pm, Monday through Friday. The office is located at 3348 Alpine Blvd, Alpine, CA. 91901

Directions to site from San Diego All three sites originate from Interstate 8 East of Alpine.

Corral Canyon and Bobcat Meadows Campgrounds:

Take the Buckman Springs exit and turn right (south) heading to Corral Canyon Rd. Turn right on Corral Canyon heading west up the mountain on a chip sealed road to the intersection of Corral Canyon Rd. and Los Pinos Rd.

Continue straight to Corral Canyon CG. Turn left to Bobcat Meadow CG.

Laguna Campground:

Take Sunrise Highway (S1) exit and turn left (north) onto Sunrise Highway proceed up the mountain approximately 13 miles. Turn left into the campground.

The Government will provide a pre-bid site meeting to the site. The Forest Service highly recommends that bidders attend pre-bid conference meeting on site prior to bidding to ensure complete knowledge of site conditions and the difficulty of operations. For additional information regarding the site meeting, contact Foster Kuramata at (858)674-

PERIOD OF PERFORMANCE

Projected start date: June 28, 2021.

Time for completion: 90 calendar days from the issuance of the “Notice to Proceed”.

REQUIREMENTS

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities to perform the Statement of Work/Specifications referenced below.

The Contractor shall minimize mechanical activity during rainy periods and the CO may shut down the operation if excessive soil disturbance and/or erosion problems occur.

The Contractor shall repair all associated damage on established roads, adjacent vegetation or other improvements caused by their operations or equipment prior to partial or final payment.

The Contractor shall provide technical submittals for all materials that may be furnished on this project for Forest Service review and approval prior to installation.

The Contractor shall dispose of all project related trash and debris off of Forest lands prior to final payment.

The Contractor is responsible for contacting the Forest dispatch center to obtain the fire predicted Project Activity Level (PAL) each day and restrict their work accordingly.

The Contractor shall adhere to the pertinent requirements addressed in the Fire Plan. Fire Plan restrictions may require work to cease at 1:00 pm or not be initiated at all on a high fire activity (PAL) day.

The Contractor is responsible for traffic control and equipment staging requirements in work areas when working on National Forest System Lands.

The Contractor shall provide clean equipment for the project prior to driving on Forest and between project areas to prevent the introduction of invasive weeds to the Forest.

SPECIFICATIONS

The following standard Forest Service specifications are included as a part of this contract:

151 Mobilization

ATTACHMENTS AND DRAWINGS

16’ Single Swing Gate 24’ Double Swing Gate 14’ Lightweight Single Swing Gate 24’ Lightweight Double Swing Gate Fire Plan

MAPS

Vicinity Map Corral Canyon CG, Bobcat Meadow CG Gate Map Laguna CG Gate Map

DESCANSO RANGER DISTRICT

01 71 13 Mobilization for All Work Items to 3 Campgrounds JOB LSQ 3

02 41 00 Removal and Disposal of Existing Gates JOB EA 2

32 30 00 16' Single Swing Steel Gate JOB EA 1 32 30 00 24' Double Swing Steel Gate JOB EA 1 32 30 00 14' Lightweight Single Swing Steel Gates JOB EA 3 32 30 00 24' Lightweight Double Swing Steel Gates JOB EA 1

TOTAL

SCHEDULE OF ITEMS- GATES 2021

BASE BID

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CALIFORNIA CLEVELAND NATIONAL FOREST

16' SINGLE GATE PLAN

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DRAWING INDEX

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TITLE SHEET AND LOCATION MAP

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LEGEND AND NOTES

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CNF GATE CONTRACT 2021

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GENERAL

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PROPOSED GATE LOCATIONS

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GATE DETAILS A-B

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AutoCAD SHX Text NOTES: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE US FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE TO CLARIFY SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. ALL SECTIONS MENTIONED BELOW REFER TO THE WILDOMAR FIRE 2017 GATES INSTALL CSI SPECIFICATIONS INCLUDED IN THIS CONTRACT. THE SITE WILL BE OPEN TO THE PUBLIC DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING CONSTRUCTION TRAFFIC AND EMERGENCY TRAFFIC SHALL HAVE ACCESS TO THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH COUNTY REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. PROJECT LIMITS ARE DEFINED AS TOP OF CUT TO TOE OF FILL. CALTRANS BEST MANAGEMENT PRACTICES, WM-8 CONCRETE WASTE MANAGEMENT, PROCEDURES SHALL BE FOLLOWED FOR ALL CONSTRUCTION ACTIVITIES WHERE SLURRIES CONTAINING PORTLAND CEMENT CONCRETE ARE GENERATED, SUCH AS AND WHERE CONCRETE TRUCKS AND OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON SITE. CONCRETE WASHOUT SHALL BE LINED WITH 12 MIL POLYETHYLENE AND BERMED. CONCRETE WASHOUT LOCATION SHALL BE DESIGNATED BY THE CO. CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT LEAST 5 BUSINESS DAYS PRIOR TO START OF WORK. ALL WATER IS CONSIDERED INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR SHALL SECURE THEIR OWN WATER SOURCE FOR USE ON THIS PROJECT. CONTRACTOR'S SOURCE SHALL BE FREE OF ALL DELETERIOUS MATERIALS. NO TELEPHONE WILL BE AVAILABLE FOR CONTRACTOR USE. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO ENSURE THAT NO DISCHARGE OR OTHER SUCH POLLUTANTS INTO THE STREAM SHALL TAKE PLACE AS A RESULT OF CONTRACTORS WORK ACTIVITIES. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SECTION 31 10 00, SITE CLEARING. ALL BRUSH AND STUMPS WITHIN PROJECT LIMITS THAT INTERFERE WITH CONSTRUCTION ACTIVITIES MAY BE REMOVED WITH APPROVAL OF CONTRACTING OFFICER. CONSTRUCTION SLASH SHALL BE REMOVED AND DISPOSED OF OFF NATIONAL FOREST LAND AT A SUITABLE DISPOSAL SITE. CONTRACTOR SHALL FURNISH A SIGNED COPY OF THE DISPOSAL AGREEMENT. CARE SHALL BE TAKEN TO AVOID DAMAGING ALL LIVE TREES. STEEL GATE TO BE INSTALLED ON THE AT LONG CANYON ROAD SHALL HAVE AT LEAST A 14' WIDE ROADWAY CLEARANCE. THE STEEL GATE SHALL STRATEGICALLY BE INSTALLED IN SUCH A LOCATION SO VEHICLES AND OFF ROAD MOTORIZED VEHICLES ARE UNABLE TO BYPASS AROUND THE GATE. FINAL GATE LOCATION SHALL BE DETERMINED BY THE CONTRACTING OFFICER. SIGNS AND REFLECTORS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. WORK HOURS AND DAYS ARE LIMITED TO MONDAY THRU FRIDAY 8:00AM TO 4:30PM PST, EXCLUDING ALL FEDERAL HOLIDAYS.

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3 EACH HORIZONTAL GATE

MEMBERS ARE 2.5" DIAMETER

SCHEDULE 40 STEEL PIPE BY 16'-0"

LONG, TYP., WELDED TO

VERTICAL MEMBERS AND GATE

HINGE PIPE.

GATE HINGE PIPE IS 8" DIAMETER

SCHEDULE 40 STEEL PIPE BY 3'-6"

3/8" THICK STEEL STOCK TOP CAP

WELDED TO POST.

6 EACH VERTICAL MEMBERS ARE 2.5"

DIAMETER SCHEDULE 40 STEEL PIPE,

CRIMPED DOWN TO 1" AT BOTH ENDS,

TYP., WELDED TO HORIZONTAL

MEMBERS

LOCKING PLATE, 3 INCH x 5 1/4 INCH x 1 INCH THICK STOCK STEEL

WELDED TO GATE

1/2 INCH DIAMETER HOLE, CENTERED

45 DEGREE ANGLE CUT, 1/4" WELD

ALL AROUND, TYP.

1/2 INCH THICK, 10 INCH DIAMETER

COLLAR

VERTICAL MEMBER ARE 2.5"

DIAMETER SCHEDULE 40 STEEL

PIPE 3'-0" LONG, TYP., WELDED TO

HORIZONTAL MEMBERS

1/2 INCH THICK, 10 INCH DIAMETER.

3.5'

1. ALL JOINTS TO BE 1/4 INCH FILLET

WELD ALL AROUND.

NOTES:

2. FINISH IS TO BE POWDER COATED,

1/4" FILLET WELD ALL AROUND

LOCK TEE 1/2" STEEL PLATE

DOUBLE LOCK BAR 7/8" STEEL BAR

1.75"

0.5"3"

1" DIAMETER HOLE

1.75"

0.5"

7/8" DIAMETER

0.5" DIAMETER

1.5"

WELD 5/16" STEEL CHAIN, 12" LENGTH, (1 EACH) TO INSIDE OF LOCK

POST, CENTERED; AND (1 EACH) TO INSIDE OF LOCK OPEN POST, CENTERED;

AND OTHER END WELDED TO LOCK TEE (1 EACH CHAIN FOR EACH POST).

0.5"

PER SPECIFICATION, COLOR DARK

BROWN. NO POWDER COAT ON

BOTTOM 2'-6" OF GATE HINGE POST,

LOCK POST AND LOCK OPEN POST.

3. ALL EXPOSED CUTS ARE TO BE

GROUND SMOOTH.

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GATE DETAIL

1/2" = 1'- 0"A

LOCK TEE DETAIL

1/4" = 1'- 0"B

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LOCK POST

3" x 5 1/4" x 1"

LOCKING PLATE

3" x 5 1/4" x 1" LOCKING

PLATE WITH 1 9/16" DIAMETER

HOLE CUT FOR LOCK ASSEMBLY

VERTICAL MEMBER OF

GATE, 2.5" SCH 40 STEEL

8" DIAMETER ACCESS HOLE

FOR LOCK ACCESS

2.5" SCH 40 VERTICAL GATE MEMBER

8" DIAMETER ACCESS HOLE

3/16" FLAT PLATE WELDED TO INSIDE

LOCK POST AND LOCK OPEN POST TO

STOP KEY DROP/LOSS

1-9/16" HOLE, HOLE DIAMETER SHALL BE

ALTERED TO ACCOMMODATE TWO PAD LOCKS.

3/8" LOCK POST CAP

CUT SLOT FOR LOCKING PLATE.

CUT SLOT FOR LOCKING PLATE

LOCK AND LOCK OPEN POST CAP IS 8" DIA x

3/16" STEEL PLATE WELDED INTO PLACE

8" DIAMETER ACCESS HOLE

SEE DETAIL "C"

FINISHED GRADE

#8 REBAR 18" LONG THROUGH

LOCK POST WITH 5"

PROTRUDING EACH SIDE

LOCK AND LOCK OPEN POST IS

8" Ø SCHEDULE 40 STEEL PIPE

BY MIN. 7' LONG. PIPE

LENGTH SHALL BE ADJUSTED

TO FIT GROUND CONDITIONS.

MIN 7'-0"

3'-0"

2'-0"

3" MIN. CLEARANCE

3" MIN. CLEARANCE, TYP.

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LOCK POST DETAIL

1/2" = 1'- 0"D

LOCK POST DETAIL

NOT TO SCALEC

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8" Ø GATE HINGE PIPE

6" Ø GATE POST

FLAT STOCK 5/8" THICK, 1" WIDE X 3" LONG SHIMS, BEND AND WELD TO

CONTOUR OF GATE HINGE POST (8 REQUIRED), 4 EACH POST, TOP AND

BOTTOM

WELD 4 EACH SHIMS ~ 1" BELOW TOP OF GATE HINGE POST. WELD 4 EACH

SHIMS ~1" ABOVE 1/2" X 10" O.D. STEEL COLLAR, ON GATE HINGE POST.

1 EACH 1/2" x 10" STEEL COLLAR WELDED TO HINGE PIPE (BOTTOM)

8" SCHEDULE 40 GATE HINGE PIPE

6" SCHEDULE 80 GATE HINGE POST

1 EACH 1/2" x 10" STEEL COLLAR WELDED TO

GATE POST 42" FROM TOP OF GATE POST

3/16" x 6" GUSSET, TYPICAL

3/8" HINGE PIPE CAP

1/2" Ø HOLE FOR POWDER COAT HANGER

PLAN VIEW

ELEVATION VIEW

GATE HINGE PIPE IS 8"

SCHEDULE 40 STEEL PIPE

BY 3' - 6" LONG

10'-0"

1/2" x 10" O.D. STEEL COLLAR

GATE HINGE PIPE CAP IS 8" Ø

x 3/8" STEEL PLATE WELDED

INTO PLACE

GATE HINGE POST GATE HINGE PIPE

CUT HOLES FOR REBAR

SHIM, SEE DETAIL E

GATE POST IS 6" SCHEDULE 80 STEEL PIPE MIN. 10' - 0" LONG. PIPE

LENGTH SHALL BE ADJUSTED TO FIT GROUND CONDITIONS.

18"

3"-6"

3'-6 12"

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GATE HINGE POST & HINGE PIPE DETAILS

NOT TO SCALEF

GATE HINGE POST SHIM DETAIL

NOT TO SCALEE

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MUTCD OBJECT MARKER, OM2-2V, CENTERED,

ONE ON EACH SIDE OF POST, TYP.

BARRICADE MARKER (B-M-R-R) THIS SIDE,

(B-M-L-R) FAR SIDE

CL FINISHED GRADE

8" I.D. LOCK POST

16'-9" MIN.

NOTES:

1. TOP AND BOTTOM 12" OF GATE HINGE PIPE AND RIDING SURFACES TO BE

LIBERALLY COATED WITH LITHIUM BASED MOLYBDENUM DISULFIDE TYPE

GREASE.

2. BARRICADE AND OBJECT MARKERS TO BE INSTALLED IN ACCORDANCE

WITH MUTCD USING APPROVED PRODUCTS.

3. AS STAKED BY COR WITH CONSIDERATION FOR DIRECTION OF SWING

AND SIDE OF ROAD PLACEMENT, THE LOCK POST AND LOCK OPEN POST

FINAL LOCATIONS SHALL BE MEASURED AND VERIFIED BY CONTRACTOR

TO ENSURE PROPER ALIGNMENT OF LATCH. BOTH LOCK POST AND LOCK

OPEN POST SHALL BE INSTALLED AS SHOWN ON DRAWING. FIELD CUTTING

OF LATCH AND POWDER COAT WILL NOT BE ALLOWED.

4. ALL REBAR AND PIPE EMBEDDED IN CONCRETE SHALL HAVE A 3 INCH

MINIMUM COVER.

5. CONCRETE SHALL BE MINIMUM 3000 PSI AND SHALL BE INSTALLED IN

ACCORDANCE WITH SPECIFICATION SECTION 03 30 00, CAST IN PLACE

CONCRETE.

6. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE

CONCRETE PLACEMENT, TO PROVIDE 3 INCH MINIMUM COVER.

7. CONTRACTOR SHALL ALLOW CONCRETE TO SET A MINIMUM OF 7 DAYS

BEFORE HANGING GATE ON GATE POST.

8. CONTRACTOR SHALL DRILL HOLES IN GATE TO ATTACH GOVERNMENT

PROVIDED SIGNS. CONTRACTOR SHALL PROVIDE AND INSTALL

ANTI-VANDAL HARDWARE TO ATTACH SIGNS.

2'-0" 4'-0"

4'-0" 2'-0"

E4'-0""

16'-9" MIN.

GATE POST

EXCAVATE 3'-6"

DIAMETER x 6'-0"

DEEP

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE

CUT IN POST, PROTRUDING EQUALLY EACH SIDE OF

POST, TYP., TIE IN PLACE WITH WIRE.

8" I.D. GATE HINGE PIPE OVER 6" I.D. GATE POST

LOCK OPEN POST

LOCK POST

2' -6

60" LONG #4 REBAR, TYP.

1'-0" TYP.

3'-6" 1'-0"

0'-10"

60" LONG #4 REBAR, TYP.

3'-0" TYP.

EXCAVATE 2'-0"

DIAMETER x 3'-3"

DEEP

EXCAVATE 2'-0"

DIAMETER x 3'-3"

DEEP

1'-0" PAST SWING OF GATE

10" DIAMETER COLLAR RIDING SURFACES

HINGE PIPE CAP (3/8" THICK) AND GATE POST

RIDING SURFACE

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE

CUT IN POST, PROTRUDING EQUALLY EACH SIDE OF

POST, TYP., TIE IN PLACE WITH WIRE.

2'-0"

1" CLEARANCE

3" MINIMUM CLEARANCE

1/2" DIAMETER HOLE

R11-2 SIGN

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PROJECT NUMBER

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CALIFORNIA CLEVELAND NATIONAL FOREST

24' DOUBLE SWING GATE PLAN

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INTERSTATE HIGHWAYS

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U.S. HIGHWAYS

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DRAWING INDEX

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CNF GATE CONTRACT 2021

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GENERAL

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PROPOSED GATE LOCATIONS

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GATE DETAILS A-B

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GATE DETAIL H

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AutoCAD SHX Text NOTES: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE US FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE TO CLARIFY SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. ALL SECTIONS MENTIONED BELOW REFER TO THE HOLY FIRE BAER 2018 DOUBLE SWING GATE INSTALL CSI SPECIFICATIONS INCLUDED IN THIS CONTRACT. THE SITE WILL BE OPEN TO THE PUBLIC DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING CONSTRUCTION TRAFFIC AND EMERGENCY TRAFFIC SHALL HAVE ACCESS TO THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH COUNTY REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. PROJECT LIMITS ARE DEFINED AS TOP OF CUT TO TOE OF FILL. CALTRANS BEST MANAGEMENT PRACTICES, WM-8 CONCRETE WASTE MANAGEMENT, PROCEDURES SHALL BE FOLLOWED FOR ALL CONSTRUCTION ACTIVITIES WHERE SLURRIES CONTAINING PORTLAND CEMENT CONCRETE ARE GENERATED, SUCH AS AND WHERE CONCRETE TRUCKS AND OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON SITE. CONCRETE WASHOUT SHALL BE LINED WITH 12 MIL POLYETHYLENE AND BERMED. CONCRETE WASHOUT LOCATION SHALL BE DESIGNATED BY THE CO. CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT LEAST 5 BUSINESS DAYS PRIOR TO START OF WORK. ALL WATER IS CONSIDERED INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR SHALL SECURE THEIR OWN WATER SOURCE FOR USE ON THIS PROJECT. CONTRACTOR'S SOURCE SHALL BE FREE OF ALL DELETERIOUS MATERIALS. NO TELEPHONE WILL BE AVAILABLE FOR CONTRACTOR USE. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO ENSURE THAT NO DISCHARGE OR OTHER SUCH POLLUTANTS INTO THE STREAM SHALL TAKE PLACE AS A RESULT OF CONTRACTORS WORK ACTIVITIES. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SECTION 31 10 00, SITE CLEARING. ALL BRUSH AND STUMPS WITHIN PROJECT LIMITS THAT INTERFERE WITH CONSTRUCTION ACTIVITIES MAY BE REMOVED WITH APPROVAL OF CONTRACTING OFFICER. CONSTRUCTION SLASH SHALL BE REMOVED AND DISPOSED OF OFF NATIONAL FOREST LAND AT A SUITABLE DISPOSAL SITE. CONTRACTOR SHALL FURNISH A SIGNED COPY OF THE DISPOSAL AGREEMENT. CARE SHALL BE TAKEN TO AVOID DAMAGING ALL LIVE TREES. STEEL GATE TO BE INSTALLED ON THE AT NORTH MAIN DIVIDE ROAD SHALL HAVE AT LEAST A 24' WIDE ROADWAY CLEARANCE. THE STEEL GATE SHALL STRATEGICALLY BE INSTALLED IN SUCH A LOCATION SO VEHICLES AND OFF ROAD MOTORIZED VEHICLES ARE UNABLE TO BYPASS AROUND THE GATE. FINAL GATE LOCATION SHALL BE DETERMINED BY THE CONTRACTING OFFICER. SIGNS AND REFLECTORS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND SHALL BE INSTALLED ON BOTH SIDES OF THE GATE. WORK HOURS AND DAYS ARE LIMITED TO MONDAY THRU FRIDAY 8:00AM TO 4:30PM PST, EXCLUDING ALL FEDERAL HOLIDAYS.

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3 EACH HORIZONTAL GATE MEMBERS

ARE 2.5" DIAMETER SCHEDULE 40 STEEL

PIPE (ASTM A36) BY 12'-0" LONG, TYP.,

WELDED TO VERTICAL MEMBERS AND

GATE HINGE PIPE.

GATE HINGE PIPE IS 8" DIAMETER SCHEDULE

40 STEEL PIPE (ASTM A36). PROVIDE 8"

DIAMETER BY 3/8" THICK STEEL STOCK TOP

CAP WELDED TO POST WITH FULL

PENETRATION WELDS, GROUND FLUSH.

4 EACH VERTICAL MEMBERS ARE 2.5"

DIAMETER SCHEDULE 40 STEEL PIPE (ASTM

A36), CRIMPED DOWN TO 1" AT BOTH ENDS,

TYP., WELDED TO HORIZONTAL MEMBERS

WITH 14" FILLETS WELDS ALL AROUND.

EQUALLY SPACED VERTICAL MEMBERS.

LOCKING PLATE, 3 INCH x 5 1/4 INCH x 1

INCH THICK STOCK STEEL WELDED TO

GATE.

2 INCH DIAMETER HOLE, CENTERED.

45 DEGREE ANGLE CUT, 1/4" WELD ALL

AROUND, TYP. GRIND FLUSH.

1/2 INCH THICK, 10 INCH DIAMETER COLLAR, WITH

4" FILLETS WELD, ALL AROUND.

VERTICAL MEMBER IS 2.5" DIAMETER

SCHEDULE 40 STEEL PIPE (ASTM A36) 3'-0"

LONG, TYP., WELDED TO HORIZONTAL

MEMBERS.

3'3'-6"

NOTES:

41. ALL JOINTS TO BE INCH FILLET WELD ALL AROUND.

2. FINISH IS TO BE POWDER COATED, PER SPECIFICATION, COLOR DARK BROWN. NO

POWDER COAT ON BOTTOM 2'-6" OF GATE HINGE POST, LOCK POST AND LOCK OPEN

POST.

3. ALL EXPOSED CUTS ARE TO BE GROUND SMOOTH.

12'

1/4" FILLET WELD ALL AROUND

LOCK TEE 1/2" STEEL PLATE

DOUBLE LOCK BAR 7/8" STEEL BAR

1.75"

0.5" 4"

1" DIAMETER HOLE

1.75"

0.5"

7/8" DIAMETER

0.5" DIAMETER

1.5"

0.5"

WELD 5

16" STEEL CHAIN, 12" LENGTH,

(1 EACH) TO ONE GATE, ALLOW

LOCK TEE TO BE IN LOCKING

POSITION ; AND (1 EACH) TO INSIDE

OF LOCK OPEN POST, CENTERED;

AND OTHER END WELDED TO LOCK

TEE (1 EACH CHAIN FOR EACH

POST).

0.5"

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LOCK TEE DETAIL

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GATE DETAILA NOT TO SCALE

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LOCK OPEN POST CAP IS 8" DIA x

3/16" STEEL PLATE WELDED INTO

PLACE

8" DIAMETER ACCESS HOLE

SEE DETAIL "D"

FINISHED GRADE

#8 REBAR 18" LONG THROUGH

POST WITH 5"

PROTRUDING EACH SIDE

LOCK OPEN POST IS 8" Ø SCHEDULE 40 STEEL

PIPE (ASTM A36) BY MIN. 7' LONG. PIPE

LENGTH SHALL BE ADJUSTED

TO FIT GROUND CONDITIONS.

3'-0"

2'-0"

3" MIN. CLEARANCE

3" MIN. CLEARANCE, TYP.

COMPACTED NATIVE SOIL

LOCK POST

LOCKOPEN POST

3" x 5 1/4" x 1" LOCKING

PLATE WITH 1 9/16" DIAMETER

HOLE CUT FOR LOCK ASSEMBLY

VERTICAL MEMBER OF

GATE, 2.5" SCH 40 STEEL

8" DIAMETER ACCESS HOLE

FOR LOCK ACCESS

2.5" SCH 40 VERTICAL GATE MEMBER

8" DIAMETER ACCESS HOLE

3/16" FLAT PLATE WELDED TO INSIDE

LOCK OPEN POST TO

STOP KEY DROP/LOSS

ADJUST TO ALLOW LOCKING WITH

OTHER LOCKING PLATE AND LOCK

OPEN POST, 6" min.

1-9/16" HOLE

3/8" LOCK POST CAP

CUT SLOT FOR LOCKING PLATE.

CUT SLOT FOR LOCKING PLATE

8" Ø GATE HINGE PIPE

6" Ø GATE POST

FLAT STOCK 5/8" THICK, 1" WIDE X 3" LONG

SHIMS, BEND AND WELD TO CONTOUR OF GATE

HINGE POST (8 REQUIRED), 4 EACH POST, TOP

AND BOTTOM

WELD 4 EACH SHIMS ~ 1" BELOW TOP OF GATE

HINGE POST. WELD 4 EACH SHIMS ~1" ABOVE

1/2" X 10" O.D. STEEL COLLAR, ON GATE HINGE

POST.

1 EACH 1/2" x 10" STEEL COLLAR WELDED TO

HINGE PIPE (BOTTOM)

8" SCHEDULE 40 GATE HINGE PIPE

6" SCHEDULE 80 GATE HINGE POST

1 EACH 1/2" x 10" STEEL COLLAR

WELDED TO GATE POST 42" FROM

TOP OF GATE POST

3/8" x 6" GUSSET, TYPICAL

3/8" HINGE PIPE CAP

1/2" Ø HOLE FOR POWDER COAT HANGER

PLAN VIEW

ELEVATION VIEW

GATE HINGE PIPE IS 8"

SCHEDULE 40 STEEL PIPE

BY 3' - 6" LONG

GATE HINGE PIPE CAP IS 8" Ø

x 3/8" STEEL PLATE WELDED

INTO PLACE

GATE HINGE POST

GATE HINGE PIPE

CUT HOLES FOR REBAR

SHIM, SEE DETAIL F

GATE POST IS 6" SCHEDULE 80

STEEL PIPE MIN. 7' - 0" LONG. PIPE

LENGTH SHALL BE ADJUSTED TO

FIT GROUND CONDITIONS.

3"-6"

3'-6 1/2"

18"

2" x 10" O.D.

STEEL COLLAR

2" x 10" O.D. STEEL COLLAR

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LOCK POST DETAIL

NOT TO SCALED

GATE HINGE POST SHIM DETAIL

NOT TO SCALEF

GATE HINGE POST & HINGE PIPE DETAILS

NOT TO SCALEG

LOCK POST DETAIL

NOT TO SCALEE

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MUTCD OBJECT MARKER, OM2-2V, CENTERED, ONE ON EACH SIDE OF POST, TYP.

BARRICADE MARKER, STRIPES SLOPE

DOWNWARD TOWARD THE CENTER

FINISHED GRADE

8" I.D. LOCK OPEN POST

2'-0"

S W I

N G

A T

2'-6"

Gate Span

GATE POST

EXCAVATE 3'-0" DIAMETER x 3'-3" DEEP

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE CUT IN POST,

PROTRUDING EQUALLY EACH SIDE OF POST, TYP., TIE IN PLACE WITH WIRE.

8" I.D. GATE HINGE PIPE OVER 6" I.D. GATE POST

LOCK OPEN POST

40" LONG #4 REBAR, TYP.

18" TYP.

3'-0"

1'-0"

0'-10"

40" LONG #4 REBAR,

TYP., 20" EACH SIDE

EXCAVATE 2'-0" DIAMETER x 3'-3" DEEP

1'-0" PAST SWING OF GATE

10" DIAMETER COLLAR RIDING SURFACES

HINGE PIPE CAP (3/8" THICK) AND GATE POST RIDING SURFACE

INSTALL 18 INCH LONG #8 REBAR THROUGH HOLE CUT IN POST, PROTRUDING

EQUALLY EACH SIDE OF POST, TYP., TIE IN PLACE WITH WIRE.

2'-0"

3" MINIMUM CLEARANCE

2" DIAMETER HOLE

3' TYP.

3" MINIMUM CLEARANCE

ADJUST GAP TO ALIGN

HOLES ON LOCKING PLATES

R11-2 SIGN

1. TOP AND BOTTOM 12" OF GATE HINGE PIPE AND RIDING SURFACES TO BE LIBERALLY COATED WITH LITHIUM BASED MOLYBDENUM DISULFIDE TYPE GREASE.

2. BARRICADE AND OBJECT MARKERS TO BE INSTALLED IN ACCORDANCE WITH MUTCD USING APPROVED PRODUCTS.

3. AS STAKED BY COR WITH CONSIDERATION FOR DIRECTION OF SWING AND SIDE OF ROAD PLACEMENT, THE LOCK POST AND LOCK OPEN POST FINAL LOCATIONS SHALL BE MEASURED AND VERIFIED BY CONTRACTOR TO ENSURE PROPER ALIGNMENT OF LATCH. BOTH LOCK POST AND LOCK OPEN POST SHALL BE INSTALLED AS SHOWN ON DRAWING. FIELD CUTTING OF LATCH AND POWDER COAT WILL NOT BE ALLOWED.

4. ALL REBAR AND PIPE EMBEDDED IN CONCRETE SHALL HAVE A 3 INCH MINIMUM COVER.

5. CONCRETE SHALL BE MINIMUM 3000 PSI AND SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 03 30 00, CAST IN PLACE CONCRETE.

6. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE PLACEMENT, TO PROVIDE 3 INCH MINIMUM COVER.

7. CONTRACTOR SHALL ALLOW CONCRETE TO SET A MINIMUM OF 7 DAYS BEFORE HANGING GATE ON GATE POST.

8. CONTRACTOR SHALL PROVIDE AND INSTALL SIGNS USING ANTI-VANDAL HARDWARE.

9. INSTALL LOCK POST TWO EACH, OFFSET MIN. 4' FROM SHOULDER OF ROAD.

NOTES:

MUTCD OBJECT MARKER, OM2-2V, CENTERED,

ONE ON EACH SIDE OF POST, TYP.

12'-0" 12'-0"

3" x 5 1/4" x 1"

LOCKING PLATE

VERTICAL MEMBER OF

GATE, 2.5" SCH 40 STEEL

3" x 5 1/4" x 1"

LOCKING PLATE

0.5" MAXIMUM CLEARANCE

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CNF GATE CONTRACT 2021

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AutoCAD SHX Text NOTES: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE US FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE TO CLARIFY SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. ALL SECTIONS MENTIONED BELOW REFER TO THE HOLY FIRE BAER 2018 DOUBLE SWING GATE INSTALL CSI SPECIFICATIONS INCLUDED IN THIS CONTRACT. THE SITE WILL BE OPEN TO THE PUBLIC DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING CONSTRUCTION TRAFFIC AND EMERGENCY TRAFFIC SHALL HAVE ACCESS TO THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH COUNTY REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. PROJECT LIMITS ARE DEFINED AS TOP OF CUT TO TOE OF FILL. CALTRANS BEST MANAGEMENT PRACTICES, WM-8 CONCRETE WASTE MANAGEMENT, PROCEDURES SHALL BE FOLLOWED FOR ALL CONSTRUCTION ACTIVITIES WHERE SLURRIES CONTAINING PORTLAND CEMENT CONCRETE ARE GENERATED, SUCH AS AND WHERE CONCRETE TRUCKS AND OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON SITE. CONCRETE WASHOUT SHALL BE LINED WITH 12 MIL POLYETHYLENE AND BERMED. CONCRETE WASHOUT LOCATION SHALL BE DESIGNATED BY THE CO. CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT LEAST 5 BUSINESS DAYS PRIOR TO START OF WORK. ALL WATER IS CONSIDERED INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR SHALL SECURE THEIR OWN WATER SOURCE FOR USE ON THIS PROJECT. CONTRACTOR'S SOURCE SHALL BE FREE OF ALL DELETERIOUS MATERIALS. NO TELEPHONE WILL BE AVAILABLE FOR CONTRACTOR USE. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO ENSURE THAT NO DISCHARGE OR OTHER SUCH POLLUTANTS INTO THE STREAM SHALL TAKE PLACE AS A RESULT OF CONTRACTORS WORK ACTIVITIES. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SECTION 31 10 00, SITE CLEARING. ALL BRUSH AND STUMPS WITHIN PROJECT LIMITS THAT INTERFERE WITH CONSTRUCTION ACTIVITIES MAY BE REMOVED WITH APPROVAL OF CONTRACTING OFFICER. CONSTRUCTION SLASH SHALL BE REMOVED AND DISPOSED OF OFF NATIONAL FOREST LAND AT A SUITABLE DISPOSAL SITE. CONTRACTOR SHALL FURNISH A SIGNED COPY OF THE DISPOSAL AGREEMENT. CARE SHALL BE TAKEN TO AVOID DAMAGING ALL LIVE TREES. STEEL GATE TO BE INSTALLED ON THE AT NORTH MAIN DIVIDE ROAD SHALL HAVE AT LEAST A 24' WIDE ROADWAY CLEARANCE. THE STEEL GATE SHALL STRATEGICALLY BE INSTALLED IN SUCH A LOCATION SO VEHICLES AND OFF ROAD MOTORIZED VEHICLES ARE UNABLE TO BYPASS AROUND THE GATE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 15, 2022.