Section_C_Exhibit_3_Drawings_.pdf

Section C

Exhibit 3 – Drawings Drawings provided in packet have been reduced in size and should not be used for quantity take offs. A full set of 24” x 36” set of drawings can be purchased from Allegra, located at 1300 E.

Malapai, Showlow, Arizona. (928) 537-5252 by requesting Personal Plans under Apache – Sitgreaves National Forests – NFSR 105

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WOODS CANYON NO. 1 ELEV

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AutoCAD SHX Text T11N R13E

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LID?

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GRATE

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FFE=7538.54

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SR-260

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SR-87

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COCONINO COUNTY

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SR-98

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US-89

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SR-89A

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SR-389

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US-160

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SR-264

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SR-64

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SR-64

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SR-66

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US-89

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SR-89A

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SR-89

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SR-89

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US-93

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SR-97

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SR-69

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SR-260

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YAVAPAI COUNTY

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GILA COUNTY

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NAVAJO COUNTY

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MOJAVE COUNTY

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STATE ROUTE 260

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SR87

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SR87

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GILA COUNTY

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NAVAJO COUNTY

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STATE ROUTE 260

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COCONINO COUNTY

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WOODS CANYON LAKE / CAMPGROUND

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FOREST LAKES COMMUNITY

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PAYSON

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HEBER

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OVERGAARD

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TO SHOWLOW

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TO PHOENIX

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AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 NOTES AND DETAILS NOTES AND DETAILS 3-4 DETAILS DETAILS 5-21 PAVING, GRADING, DRAINAGE, PAVING, GRADING, DRAINAGE, MARKING, & SIGNAGE 22-26 PARKING LOT - PAVING, MARKING, & PARKING LOT - PAVING, MARKING, & SIGNAGE 27-30 PARKING LOT - GRADING, CONTROL & PARKING LOT - GRADING, CONTROL & DRAINAGE 31-32 CULVERT PROFILES CULVERT PROFILES 33-34 INTERSECTION PLAN AND PROFILES INTERSECTION PLAN AND PROFILES 35-36 GATE INSTALLATION AND FABRICATION GATE INSTALLATION AND FABRICATION DETAILS 37-41 SWPPP PLAN AND DETAILSSWPPP PLAN AND DETAILS

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%%U SHEET INDEX

AutoCAD SHX Text %%u WOODSON

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ENGINEERING AND SURVEYING, INC.

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124 N. ELDEN ST.

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FLAGSTAFF, AZ 86001

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PHONE: (928) 774-4636 FAX: (928) 774-4646

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DATE

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BLACK MESA DISTRICT RANGER

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USDA FOREST SERVICE APPROVAL

AutoCAD SHX Text CONCEPT APPROVAL THE USDA FOREST SERVICE - APACHE SITGREAVES NATIONAL FOREST APPROVES THESE PLANS FOR CONCEPT ONLY. ALL LIABILITY FOR ERRORS OR OMISSIONS IS THE RESPONSIBILITY OF THE DESIGN ENGINEER.

AutoCAD SHX Text AUTHORIZATION TO CONSTRUCT THE SIGNATURES ABOVE ARE REQUIRED BEFORE THE CONTRACTOR CAN COMMENCE. UNSIGNED, THESE PLANS HAVE NOT BEEN COMPLETED WITH RESPECT TO AGENCY REVIEW AND APPROVAL.

AutoCAD SHX Text ENGINEER WOODSON ENGINEERING AND SURVEYING, INC. 124 N. ELDEN ST. FLAGSTAFF, AZ 86001 (928) 774-4636

AutoCAD SHX Text OWNER USDA FOREST SERVICE APACHE SITGREAVES NF P.O. BOX 640 SPRINGERVILLE, AZ 85938-0640 (928) 333-4301

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FOREST ROAD 105 IMPROVEMENTS

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CONSTRUCTION PLANS

AutoCAD SHX Text A PROPOSED IMPROVEMENT IN THE SOUTH HALF OF SECTION 13, & SE QUARTER OF SECTION 14, & EAST HALF OF SECTION 23, & WEST HALF OF SECTION 24, TOWNSHIP 11 NORTH, RANGE 13 EAST, GILA AND SALT RIVER MERIDIAN, COCONINO COUNTY, ARIZONA

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NOT TO SCALE

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PARKING SPACE COUNT

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PROPOSED SIGN POST

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PROPOSED BOLLARD

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%%UCONTROL POINT:%%U REBAR OR NAIL WITH CAP

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AND P=PINE, J=JUNIPER, D=DECIDUOUS)

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FOUND SECTION CORNER AS NOTED

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EXISTING BOLLARD

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EXISTING TREE (DIAMETER

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EXISTING LIGHT POLE

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EXISTING SIGN POST

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EXISTING UTILITY POLE

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EXISTING GUY ANCHOR

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EXISTING WATER VALVE

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EXISTING WATER METER

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EXISTING WALL

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PROPOSED ROAD CENTERLINE

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PROPOSED MAJOR CONTOUR

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PROPOSED MINOR CONTOUR

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PROPOSED FLOWLINE

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PROPOSED STORM DRAIN

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EXISTING WOOD FENCE

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EXISTING CHAIN LINK FENCE

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EXISTING BARBED WIRE FENCE

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EXISTING STORM DRAIN

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EXISTING FLOWLINE

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EXISTING OVERHEAD ELECTRIC LINE

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EXISTING WATER LINE

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EXISTING MINOR CONTOUR

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EXISTING ROAD CENTERLINE

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EXISTING PROPERTY LINE

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EXISTING STRUCTURE

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EXISTING CONCRETE

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PROPOSED STRUCTURE

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PROPOSED CONCRETE

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PROJ. NO.:

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DATE:

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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646

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WOODSON ENGINEERING AND SURVEYING, INC.

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DRAFTED BY:

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FN:

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FOREST ROAD 105 IMPROVEMENTS

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USDA FOREST SERVICE

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APACHE-SITGREAVES NFS

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AB

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SHEET 01

AutoCAD SHX Text A guide to getting underground facilities located before you digbefore you dig you dig

AutoCAD SHX Text Know what's below. below. . Call before you dig.before you dig.

AutoCAD SHX Text Call 811 or visit www.Arizona811.com

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SCALE: 1" = 500'

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SECTION 13

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SECTION 14

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SECTION 24

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SECTION 23

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FR 300 ROAD

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WOODS CANYON LAKE STORE

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SURVEY CONTROL- LOCAL GROUND COORDINATES

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PARKING LOT CONSTRUCTION PLANS

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PARKING LOT GRADING & DRAINAGE PLANS

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DATE

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FOREST SUPERVISOR

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SEGMENT B

AutoCAD SHX Text NOTE: THE SEGMENTS SHOWN ARE REPRESENTATIVE OF THE COST ESTIMATE BREAKDOWN (ATTACHED SEPARATELY). SEGMENT E - INCLUDES DRAINAGE FEATURES STA 10+00 to 79+00 (CULVERT EXTENSIONS, END SECTIONS, RIP-RAP)

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CROOK CAMPGROUND

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FIRE ROAD

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OLD RIM TRAILHEAD

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ADMINISTRATION

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RV DUMP STATION

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ASPEN CAMPGROUND (NEW DRIVEWAY)

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SPILLWAY CAMPGROUND

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WOODS CANYON CAMPGROUND

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CP #502

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PROPOSED EDGE OF PAVEMENT

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PROPOSED SHOULDER

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PROPOSED GRADING LIMITS (CUT)

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PROPOSED GRADING LIMITS (FILL)

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EXISTING EDGE OF PAVEMENT

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CP #520

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NAVD88

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OR TAG MARKED "CONTROL POINT"

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SWAN

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JEFFREY A.

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EXPIRES 6/30/2019

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STORE

STORE

124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646

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WOODSON ENGINEERING AND SURVEYING, INC.

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SHEET NO.:

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AGENCY NO.:

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PROJECT NO.:

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DATE:

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VERT SCALE:

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HOR SCALE:

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CHECKED BY:

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DRAFTED BY:

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DESIGNED BY:

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ENGINEERING AND SURVEYING, INC.

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WOODSON

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PHONE: (928) 774-4636 FAX: (928) 774-4646

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FLAGSTAFF, AZ 86001

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124 N. ELDEN ST.

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REVISIONS:

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FN:

AutoCAD SHX Text A guide to getting underground

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AutoCAD SHX Text before

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FOREST ROAD 105 IMPROVEMENTS

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USDA FOREST SERVICE

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APACHE-SITGREAVES NFS

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AB/AS

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AB

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JS/AS

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NOTES & DETAIL

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SHEET

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FOREST ROAD 105

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IMPROVEMENTS

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SHEET02.DWG

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AG-8173-S-15-0038

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AGENCY NO.:

AutoCAD SHX Text RIGHT-OF-WAY AND TRAFFIC CONTROL THE CONTRACTOR SHALL PROVIDE ANY NECESSARY TRAFFIC CONTROL DEVICES REQUIRED FOR THE CONTROL OF VEHICLE AND PEDESTRIAN TRAFFIC AFFECTED BY THE CONSTRUCTION. ALL TRAFFIC CONTROL PLANS MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST , LATEST EDITION, USDA FOREST SERVICE, SIGN AND POSTER GUIDELINES FOR THE FOREST SERVICE, EM7100-15 AND BE APPROVED BY THE FOREST ENGINEER OR THE AUTHORIZED REPRESENTATIVE PRIOR TO IMPLEMENTATION.

AutoCAD SHX Text EXISTING SOIL CONDITIONS AND DESIGN GUIDELINES A GEO-TECHNICAL ENGINEERING EXPLORATION OF THE SITE WAS PERFORMED BY SPEEDIE AND ASSOCIATES, IN JUNE 7, 2016 AND JULY 5, 2016. THE REPORT ON THE FINDINGS AND RECOMMENDATIONS SHALL BE USED IN CONJUNCTION WITH THESE PLANS AND SPECIFICATIONS TO CONSTRUCT THE PROJECT.

AutoCAD SHX Text DRAINAGE MAINTENANCE DURING CONSTRUCTION ADEQUATE DRAINAGE OF THE CONSTRUCTION AREA SHALL BE PROVIDED AT ALL TIMES. CONSTRUCTION DRAINS SHALL BE PROVIDED AS NEEDED TO ENABLE WATER TO DRAIN FROM THE CONSTRUCTION AREA RAPIDLY AND WITHOUT DAMAGING THE WORK IN PROGRESS. TO FURTHER PROMOTE GOOD DRAINAGE OF THE SITE, DRAINAGE CHANNELS, CULVERTS, AND STRUCTURES, SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM IN SUCH A WAY THAT, DURING CONSTRUCTION, THEY DO NOT IMPEDE THE FLOW OF WATER FROM THE CONSTRUCTION AREA. DAMAGE TO ADJACENT PROPERTIES OR STRUCTURES OR TO ANY PORTION OF THE WORK CAUSED BY THE CONTRACTOR'S FAILURE TO PROVIDE ADEQUATE DRAINAGE OF THE CONSTRUCTION SITE OR TO ORDER THE WORK SO AS TO MINIMIZE THE POSSIBLE EXTENT OF SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NO EXTENSION OF TIME SHALL BE GRANTED ON ACCOUNT OF THE TIME REQUIRED TO MAKE SUCH REPAIRS.

AutoCAD SHX Text CONSTRUCTION STAKES, LINES AND GRADES THE CONTRACTOR SHALL PROVIDE ALL STAKES NECESSARY TO ESTABLISH CONSTRUCTION LINES AND GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RESTAKING.

AutoCAD SHX Text WOODSON ENGINEERING GENERAL NOTES THE WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION(S) OF THE FOLLOWING SPECIFICATIONS AND THESE PLANS: COCONINO COUNTY PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS, ADHS (ADEQ) ENGINEERING BULLETINS NO. 8 AND 10 (WATER SYSTEMS), ADHS (ADEQ) ENGINEERING BULLETINS NO. 11 AND 12 (SEWAGE WORKS), AWWA STANDARDS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), USDA FOREST SERVICE, SIGN AND POSTER GUIDELINES FOR THE FOREST SERVICE, EM7100-15 AND ADOT STANDARD SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE ABOVE STANDARDS, SPECIFICATIONS, AND DETAILS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETELY AND ACCURATELY INTERPRET THESE PLANS. ALL QUANTITIES SHOWN ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR THE CONTRACTOR'S CONVENIENCE. THEY DO NOT NECESSARILY CORRESPOND TO BID SCHEDULE ITEMS. PAYMENT WILL BE BASED ON BID SCHEDULE ITEMS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR INDEPENDENTLY ESTIMATING QUANTITIES PRIOR TO BIDDING. THE LOCATION OF EXISTING FEATURES INDICATED ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR MAKING COMPLETE AND ACCURATE ON-SITE DETERMINATIONS OF THE LOCATIONS OF ALL UTILITIES, STRUCTURES AND FIELD CONDITIONS, WHICH MAY AFFECT THE PROGRESS OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHAT PERMITS WILL BE REQUIRED FOR THE WORK AND OBTAINING AT HIS OWN EXPENSE ALL PERMITS REQUIRED UNLESS STATED OTHERWISE IN THE CONTRACT. CERTIFICATION OF PRIVATE/NON-BUILDING STRUCTURES MAY BE REQUIRED BY THE COUNTY OR FOREST SERVICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY REQUIRED CERTIFICATIONS. ALL ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS (EXCEPT AS NOTED). THE REGISTRANTS DUTY TO SEAL PROFESSIONAL DOCUMENTS DOES NOT EXTEND TO STANDARD DETAILS OR SPECIFICATIONS THAT HAVE BEEN OFFICIALLY ADOPTED AND PROVIDED BY THE AGENCY THAT HAS JURISDICTION OVER THIS PROJECT. THE STANDARD DETAILS AND SPECIFICATIONS SHOWN WITH THESE DOCUMENTS ARE INCLUDED TO PROVIDE CLEAR AND COMPLETE INFORMATION AND WERE NOT PREPARED BY THE REGISTRANT.

AutoCAD SHX Text THE QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY ESTIMATING THE CONTRACT QUANTITIES. BY SUBMITTING HIS BID, THE CONTRACTOR REPRESENTS THAT THE TOTAL CONTRACT SUM IS ADEQUATE COMPENSATION FOR COMPLETING THE ENTIRE PROJECT AS SHOWN ON THE PLANS.

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APPROXIMATE QUANTITIES

AutoCAD SHX Text WATER SUPPLY THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND PROVIDE ALL NECESSARY WATER FOR HIS CONSTRUCTION OPERATION AT HIS OWN EXPENSE.

AutoCAD SHX Text CLEANUP AND DUST CONTROL THROUGHOUT ALL PHASES OF THE CONSTRUCTION THE CONTRACTOR SHALL KEEP THE WORK AREA, ADJACENT PROPERTIES AND STREETS CLEAN AND FREE FROM RUBBISH, EXCESS MATERIALS, DUST, AND DEBRIS GENERATED BY THE CONSTRUCTION ACTIVITY.

AutoCAD SHX Text GENERAL STRIPING NOTES ALL PAVEMENT STRIPING SHALL CONFORM TO THE APPLICABLE SPECIAL PROVISIONS SPECIFICATIONS FOR PAINT. (ALL PARKING STALL STRIPING SHALL BE 4" WIDE, WHITE PAINT, TREATED FOR REFLECTIVITY.) ALL STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. HANDICAPPED PARKING SHALL , LATEST EDITION. HANDICAPPED PARKING SHALL BE IN CONFORMANCE WITH ARS SECTION 34-405-C.

AutoCAD SHX Text MISCELLANEOUS REMOVALS AND OTHER WORK REMOVALS NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK.

AutoCAD SHX Text FILL CONSTRUCTION SITE PREPARATION, EXCAVATION AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE GEO-TECHNICAL REPORT. IT IS THE INTENT OF THE FOREST SERVICE THAT ALL OF THE MATERIAL NECESSARY TO CONSTRUCT THE FILL WILL BE AVAILABLE ON SITE. HOWEVER, THE BID SCHEDULE ITEM FOR FILL CONSTRUCTION IS INTENDED TO INCLUDE FULL PAYMENT FOR ALL MATERIAL REQUIRED TO BUILD THE PROJECT AND THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE.

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ITEM

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PUBLIC IMPROVEMENTS

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QUANTITY

AutoCAD SHX Text EROSION PROTECTION THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF SOILS AND PREVENTION OF EROSION DURING CONSTRUCTION. WHERE SLOPE STABILIZATION REQUIRES THE ESTABLISHMENT OF PLANTS AND TREES, EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL PLANTS AND TREES ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER AND THE APPROVING AGENCY.

AutoCAD SHX Text NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTE THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATES STORM WATER DISCHARGES FROM CONSTRUCTION SITES UNDER THE NATIONAL STORM WATER PROGRAM. THE PROJECT OWNER AND THE CONSTRUCTION CONTRACTOR SHARE RESPONSIBILITY AND LIABILITY UNDER THIS PROGRAM. ACTIVITIES COVERED UNDER THIS PROGRAM INCLUDE CLEARING, GRADING, AND EXCAVATION. PROJECTS THAT ARE INCLUDED HAVE DISTURBED AREAS WITH MORE THAN 1 ACRES. UNDER NPDES THE CONTRACTOR MUST PREVENT POLLUTANTS FROM THE SITE FROM ENTERING WATERS OF THE US. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION AND RUNOFF FROM A CONSTRUCTION SITE. TO COMPLY WITH REGULATIONS, THE CONTRACTOR MUST FILE A NOTICE OF INTENT TO DISCHARGE (NOI) 2 DAYS BEFORE CONSTRUCTION BEGINS. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE DEVELOPED BY BOTH THE OWNER AND THE CONTRACTOR AS PART OF COMPLIANCE WITH THESE REGULATIONS. THE OWNER AND THE CONTRACTOR MUST ALSO IMPLEMENT THE SWPPP. DURING CONSTRUCTION, BOTH THE OWNER AND THE CONTRACTOR MUST CERTIFY THAT ALL WORK PERFORMED PER NPDES REGULATIONS. AFTER CONSTRUCTION IS COMPLETE, THE OWNER AND THE CONTRACTOR MUST FILE A NOTICE OF TERMINATION. ALL WORK DESCRIBED ABOVE MUST BE PERFORMED IN ACCORDANCE WITH NPDES AND THE NATIONAL STORM WATER PROGRAM REGULATIONS. SEEDING SPECIFICATIONS SHALL BE PROVIDED BY THE FOREST SERVICE, THEREFORE, THE CONTRACTOR SHALL COORDINATE WITH THE FOREST SERVICE.

AutoCAD SHX Text NEITHER THE PROFESSIONAL ACTIVITIES OF THE DESIGN PROFESSIONAL, NOR THE PRESENCE OF THE DESIGN PROFESSIONAL OR HIS OR HER EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE DESIGN PROFESSIONAL AND HIS OR HER PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, THE DESIGN PROFESSIONAL AND THE DESIGN PROFESSIONAL'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSUREDS UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.

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JOBSITE SAFETY

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GENERAL NOTES

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1. APPROVAL OF THESE PLANS BY THE FOREST ENGINEER IS FOR A ONE-YEAR PERIOD, SUBSEQUENT TO THE DATE OF APPROVAL. IF CONSTRUCTION WORK IS NOT STARTED WITHIN THE ONE-YEAR PERIOD OR HAS BEEN DISCONTINUED FOR ANY REASON FOR LONGER THAN THE ONE YEAR, THE PLANS SHALL BE RESUBMITTED FOR REVIEW AND RE-APPROVAL. 2. PLAN REVIEW BY THE FOREST SERVICE DOES NOT EXTEND TO MATERIAL QUANTITIES SHOWN ON THE PLANS. 3. THE FOREST SERVICE SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING DIFFERENT PHASES OF CONSTRUCTION SO THAT THE FEDERAL DISTRICT INSPECTORS MAY BE SCHEDULED. 4. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CURRENT "MAG UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION", STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03) OR OTHER SPECIFICATIONS APPROVED BY THE FOREST ENGINEER AND WITH GENERALLY ACCEPTED GOOD CONSTRUCTION PRACTICE. ALL WORK AND MATERIALS WHICH DO NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 5. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE FOREST ENGINEER OR HIS AUTHORIZED REPRESENTATIVE, IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 6. THE FOREST ENGINEER OR AUTHORIZED REPRESENTATIVE MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN THEIR JUDGMENT, PROGRESS IS UNSATISFACTORY, WORK BEING DONE IS UNAUTHORIZED OR DEFECTIVE, WEATHER CONDITIONS ARE UNSUITABLE, OR THERE IS DANGER TO THE PUBLIC HEALTH OR SAFETY. 7 THE FOREST ENGINEER MAY ORDER ANY OR ALL MATERIALS USED IN THE WORK TO BE TESTED ACCORDING TO THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) AND THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS. THE CONTRACTOR SHALL, AT THEIR EXPENSE, SUPPLY ALL SAMPLES REQUIRED FOR TESTING OR SUPPLY TEST RESULTS BY A CERTIFIED MATERIALS LABORATORY. 8. LOCAL FIRE DEPARTMENT AND FOREST SERVICE AND OTHER EMERGENCY RESPONDERS APPROVAL IS REQUIRED FOR OBSTRUCTION OF ACCESS OR WATER SYSTEM SHUTDOWN - SUBMISSION OF TRAFFIC CONTROL PLANS ARE REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE STREETS AND OF PARTIALLY COMPLETED PORTIONS OF THE WORK UNTIL FINAL ACCEPTANCE OF THE WORK. ANY ROADS REQUIRED TO BE CLOSED FOR THE CONSTRUCTION ACTIVITY SHALL BE REOPENED WITH A REASONABLE TIME OR UPON ORDER OF THE FOREST SERVICE. THE REGULATION AND CONTROL OF THIS TRAFFIC SHALL BE AS DIRECTED BY THE FOREST ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL ACCEPTANCE. TESTING AND EVALUATION MAY CONTINUE UNTIL WRITTEN FINAL ACCEPTANCE OF A COMPLETE WORKABLE UNIT. ANY DEFECTS WHICH APPEAR IN THE WORK WITHIN ONE YEAR FROM THE DATE OF ACCEPTANCE AND WHICH ARE DUE TO IMPROPER WORKMANSHIP OR INFERIOR MATERIALS SUPPLIED SHALL BE CORRECTED BY OR AT THE EXPENSE OF THE OWNER/DEVELOPER OR THE CONTRACTOR. 11. ACCEPTANCE OF COMPLETE PUBLIC IMPROVEMENTS WILL NOT BE GIVEN UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS REMOVED, AND FINAL CLEANUP IS COMPLETE. 12. THE ESTABLISHMENT AND USE OF TEMPORARY CONSTRUCTION YARDS SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE FOREST SERVICE.

AutoCAD SHX Text FOREST SERVICE PAVING NOTES 1. EXACT POINT OF MATCHING TERMINATION AND OVERLAY, IF NECESSARY, SHALL BE DETERMINED IN THE FIELD BY FOREST ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 2. NO JOB WILL BE CONSIDERED COMPLETE UNTIL: A) ALL PAVEMENTS, TRAILS/PATHWAYS, AND DITCHES HAVE BEEN CLEANED OF ALL DIRT AND DEBRIS; B) SURVEY MONUMENTS ARE INSTALLED AND STAMPED. 3. ASPHALT SHALL NOT BE PLACED BEFORE BASE COURSE HAS BEEN APPROVED AND BASE COURSE WILL NOT BE PLACED UNTIL SUBGRADE HAS BEEN APPROVED BY THE FOREST ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 4. EXISTING DRIVEWAYS AND TRAFFIC SIGNS WILL BE MAINTAINED DURING CONSTRUCTION AND RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE FOREST ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 5. A PRIME COAT IS NOT REQUIRED UNLESS SO SPECIFIED IN THE SOILS AND PAVEMENT REPORT AND/OR SHOWN ON THE PLANS.

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EARTHWORK QUANTITIES*

AutoCAD SHX Text Roadway Excavation

AutoCAD SHX Text Embankment (In Place)

AutoCAD SHX Text Waste

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1,923 CY

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1,637 CY

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6,630 CY

AutoCAD SHX Text *ABOVE TABLE SUMMARIZES OVERALL EARTHWORK QUANTITIES FOR THE PROJECT. THEY ARE NOT INTENDED TO BE BID ITEMS.

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SEGMENT A

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BALANCE

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AutoCAD SHX Text Embankment (In Place)

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1,813 CY

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1,405 CY

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SEGMENT B

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1,423 CY

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219 CY

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SEGMENT C

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10,863 CY

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1,630 CY

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PROJECT TOTAL

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288 CY

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272 CY

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214 CY

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4,391 CY

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714 CY

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SEGMENT D

AutoCAD SHX Text Drainage Excavation (Ditches)

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1,569 CY

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894 CY

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4,232 CY

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SEGMENT A (ST 10+00 TO ST 47+00)

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SEGMENT B (ST 47+00 TO ST 79+00)

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SEGMENT C (ST 79+00 TO ST 84+00)

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SEGMENT D (ST 84+00 TO STORE PARKING LOT)

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SEGMENT E (DRAINAGE FEATURES)

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ITEM

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QUANTITY

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SWAN

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JEFFREY A.

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EXPIRES 6/30/2019

2:1

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IF ROCK 34:1

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3:1 (MAX)

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TRAVEL LANE

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CONSTRUCTION

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VARIES

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VARIES

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GRADE TO DRAIN

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EXISTING ASPHALT TRAIL

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EXISTING GRADE

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3:1 (MAX)

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CONSTRUCTION

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PARKING STALL

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PARKING STALL

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IF ROCK 34:1

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CONSTRUCTION

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3:1 (MAX)

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IF ROCK 34:1

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LEFT TURN LANE

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CONSTRUCTION

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TRAVEL LANE

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3:1 (MAX)

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VARIES

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IF ROCK 34:1

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TRAVEL LANE

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CONSTRUCTION

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RIGHT TURN LANE

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(*TRAVEL LANE)

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(*LEFT TURN LANE)

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3:1 (MAX)

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VARIES

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IF ROCK 34:1

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TRAVEL LANE

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CONSTRUCTION

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SIGN (OR SIGNS) PER PLAN

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SIGN POST INSTALLATION DETAIL

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SIGN POSTS SHALL BE GALVANIZED FLANGED STEEL (3 POUNDS PER FOOT)

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"U"-CHANNEL POSTS.

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NEW "U-CHANNEL" POST

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1.5' (MAX)

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2.5' MIN

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AS REQUIRED

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EXTENSION AS NECESSARY

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(LENGTH AS REQUIRED)

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CONNECTING BOLTS

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7' POST SECTION

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EXISTING GROUND

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POST SECTION OR NEW POST

AutoCAD SHX Text 3/8" x 2-1/2" CADMIUM

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PLATED BOLT & NUT WITH

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NYLON WASHER ON SIGN

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BOTTOM OF SIGN

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(7' MIN)

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FACE

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(THERE SHALL BE NO CONCRETE FOOTING)

AutoCAD SHX Text 45°

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NTS

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TYPICAL FS 105 ROADWAY SECTION

AutoCAD SHX Text 5" (A.C.)

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NTS

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TYPICAL PAVEMENT SECTION #1

AutoCAD SHX Text " (A.B.)

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INSTALLED PER SPECIAL PROVISIONS

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SUBGRADE COMPACTED TO 95% (SUBGRADE PREPARATION PER MAG SS 301)

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INSTALLED PER MAG SS 321.

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NTS

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PARKING LOT

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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646

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WOODSON ENGINEERING AND SURVEYING, INC.

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SHEET NO.:

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AGENCY NO.:

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PROJECT NO.:

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DATE:

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VERT SCALE:

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HOR SCALE:

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CHECKED BY:

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DRAFTED BY:

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DESIGNED BY:

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ENGINEERING AND SURVEYING, INC.

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WOODSON

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PHONE: (928) 774-4636 FAX: (928) 774-4646

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FLAGSTAFF, AZ 86001

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124 N. ELDEN ST.

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REVISIONS:

AutoCAD SHX Text

FN:

AutoCAD SHX Text A guide to getting underground

AutoCAD SHX Text facilities located

AutoCAD SHX Text before

AutoCAD SHX Text you dig

AutoCAD SHX Text Know what's

AutoCAD SHX Text below

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call 811 or visit www.Arizona811.com

AutoCAD SHX Text 2/21/17

AutoCAD SHX Text 115534

AutoCAD SHX Text

FOREST ROAD 105 IMPROVEMENTS

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USDA FOREST SERVICE

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APACHE-SITGREAVES NFS

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AB/AS

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AB

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JS/AS

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AutoCAD SHX Text N/A

AutoCAD SHX Text 12/15/15

AutoCAD SHX Text 115534

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DETAILS SHEET

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FOREST ROAD 105

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IMPROVEMENTS

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SHEET03.DWG

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AG-8173-S-15-0038

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AGENCY NO.:

AutoCAD SHX Text 4" (A.C.)

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AutoCAD SHX Text " (A.B.)

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INSTALLED PER SPECIAL PROVISIONS

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SUBGRADE COMPACTED TO 95% (SUBGRADE PREPARATION PER MAG SS 301)

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INSTALLED PER MAG SS 321.

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STA 46+57 TO 67+85 (TYPICAL SECTION #1)

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STA 10+50 TO 38+91 (TYPICAL SECTION #1)

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STA 70+07 TO 80+50 (TYPICAL SECTION #1)

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NTS

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TYPICAL 3 LANE DRIVEWAY

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FS RD 105 STA 23+77 OLD RIM TRAIL HEAD PARKING

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NTS

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TYPICAL WIDENING ON LEFT ROADWAY SECTION

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STA 38+91 TO 46+57

AutoCAD SHX Text Begin Depression

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PLAN

AutoCAD SHX Text Centerline of culvert

AutoCAD SHX Text DRAINAGE ROCK: D50=6" UNLESS OTHERWISE SPECIFIED ON PLANS. THICKNESS IS 12". PLACED PER MAG SS 220.5 AND SPECIAL PROVISIONS.

AutoCAD SHX Text Shoulder of road

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AutoCAD SHX Text Normal Ditch Cross Section

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OVERLAND FLOW

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SECTION B-B

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SEE CULVERT PROFILES FOR INVERT ELEVATION.

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SECTION A-A

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AutoCAD SHX Text Edge of Shoulder

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AutoCAD SHX Text Normal ditch flowline

AutoCAD SHX Text Culvert

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OVERLAND FLOW

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AutoCAD SHX Text B

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AutoCAD SHX Text A

AutoCAD SHX Text 3.5

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AutoCAD SHX Text 2.5

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AutoCAD SHX Text 3.5

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DRAINAGE ROCK: D50=6" UNLESS OTHERWISE SPECIFIED ON PLANS. (TYPICAL)

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AutoCAD SHX Text Finish grade contour relative to elev. of 0.00 at bottom of culvert.

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NTS

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CULVERT INLET EROSION PROTECTION DETAIL

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*SLOPE EXCEPTION FILL SLOPE 2:1 ON LEFT AT STA 85+00 TO 87+50

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NTS

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TYPICAL ROADWAY WITH PERPENDICULAR PARKING SECTION

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LEFT ONLY STA 87+50 TO 88+50

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LEFT AND RIGHT STA 88+50 TO 89+81

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NTS

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TYPICAL WIDENING ON RIGHT ROADWAY SECTION

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STA 67+85 TO 70+07 - RIGHT TURN

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TYPICAL PAVEMENT SECTION #2

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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NTS

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FS 105 RIGHT DAYLIGHT DETAIL

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 6:1

AutoCAD SHX Text 3:1

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NTS

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PAVEMENT EDGE DETAIL

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MAG SD 201 TYPE A MODIFIED

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SEE FS 105 RIGHT DAYLIGHT DETAIL ON THIS SHEET

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*STA 80+50 TO 84+89 - LEFT TURN

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AND TYPICAL 2 LANE DRIVEWAY

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STA 84+89 TO 85+50 (TYPICAL SECTION #1)

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PAVEMENT SECTION #1

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PAVEMENT SECTION #1

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PAVEMENT SECTION #1

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PAVEMENT SECTION #2

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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FS RD 105 STA 43+87 NEW ASPEN CAMPGROUND

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FS 105 STA 19+88 CROOK CAMPGROUND

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FS 105 STA 24+00 FIRE ROAD

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FS 105 STA 31+22 ADMINISTRATION

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FS 105 STA 61+95 WOODS CANYON CAMPGROUND

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FS 105 STA 70+06 SPILLWAY CAMPGROUND

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FS RD 105 STA 75+33 WATER TANK ROAD

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FS 105 STA 84+35 FS RD 105E

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FS 105 STA 85+77 STORE

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2 LANE DRIVEWAYS

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NTS

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TYPICAL 1 LANE (ONE WAY) DRIVEWAY

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FS RD 105 STA 32+81 DUMP OUT DRIVEWAY

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FS RD 105 STA 35+57 DUMP IN DRIVEWAY

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MAG SD 201 TYPE A MODIFIED PER DETAIL ON THIS SHEET

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PAVEMENT SECTION #1

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TYPICAL SIGN POST LOCATION DETAIL (MODIFIED)

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AutoCAD SHX Text NOTE: 1. EXISTING SIGNS PANELS ARE TO BE EXISTING SIGNS PANELS ARE TO BE RELOCATED ON NEW POST PER SIGN POST INSTALLATION DETAIL. 2. NEW SIGNS AND NEW POSTS SHALL BE NEW SIGNS AND NEW POSTS SHALL BE LOCATED PER THIS DETAIL. 3. IF FEATURES (TREES, TERRAIN, SHRUBBERY) IF FEATURES (TREES, TERRAIN, SHRUBBERY) PREVENT THE TYPICAL OFFSET THEN THE SIGN TO BE PLACED NO LESS THAN 2' FROM EDGE OF PAVEMENT OR NOTE 4. 4. SIGNS LESS THAN 24" WIDE SHALL BE SIGNS LESS THAN 24" WIDE SHALL BE INSTALLED ON 1 SIGN POST. 5. SIGNS WIDER THAN 24" SHALL BE SIGNS WIDER THAN 24" SHALL BE INSTALLED ON 2 SIGN POSTS. 6. SIGNS WIDER THAN 48" SHALL BE SIGNS WIDER THAN 48" SHALL BE INSTALLED ON 3 SIGN POSTS.

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END SECTION

AutoCAD SHX Text SECTION A-A NOTES: 1. INLET LENGTH 2' MIN AT ALL LOCATIONS WITH THE INLET LENGTH 2' MIN AT ALL LOCATIONS WITH THE EXCEPTION OF 5' MIN AT SUMP LOCATIONS.

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PAVEMENT SECTION VARIES AT LOCATION. SEE PLANS FOR SECTION TYPE.

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TX7 GEOGRID INSTALLED PER SPECIAL PROVISIONS.

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PAVEMENT SECTION PER STATIONS SHOWN BELOW

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EDGE OF SHOULDER

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STA 85+50 TO 87+50 (TYPICAL SECTION #2)

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NOT LESS THAN 5 FT (OR NOTE 3)

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AT DRIVEWAYS

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SUBGRADE COMPACTED TO 95% (SUBGRADE PREPARATION PER MAG SS 301).

AutoCAD SHX Text NOTES: THE INTENT OF THE TRAIL IS TO CONNECT TO THE EXISTING TRAIL WITHOUT BLOCKING NEW FLOW PATTERNS.

AutoCAD SHX Text N.T.S.

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8% (MAX)

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FINISHED GRADE @ CL OF TRAIL

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SEE TYPICAL SECTION

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MATCH EXISTING TRAIL

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MATCH EX GRADE

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TYPICAL TRAIL CROSS SECTION

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CROSSWALK DETAIL

AutoCAD SHX Text NOTES: 1. PAVEMENT MARKINGS SHALL BE PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH SPECIAL PROVISIONS.

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TRAIL CROSSING

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TRAIL CROSSING

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ROADWAY/ DRIVEWAY

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SWAN

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JEFFREY A.

AutoCAD SHX Text 10518

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EXPIRES 6/30/2019

AutoCAD SHX Text 2" (A.C.)

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NTS

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TYPICAL PAVEMENT SECTION #3

AutoCAD SHX Text " (A.B.)

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INSTALLED PER SPECIAL PROVISIONS

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SUBGRADE COMPACTED TO 95% (SUBGRADE PREPARATION PER MAG SS 301)

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INSTALLED PER MAG SS 321.

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PAVEMENT SECTION #3

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MATCH IMPROVEMENTS

DRAINAGE ROCK: D50=6" UNLESS OTHERWISE SPECIFIED ON PLANS. THICKNESS IS 12". PLACED PER MAG SS 220.5 AND SPECIAL PROVISIONS.

NOTES: 1. CONTRACTOR SHALL CUT A MIN OF 2' OF EXISTING PIPE FOR A CLEAN EDGE ONLY IF EXISTING PIPE IS WARPED TO CONTRACTOR SHALL CUT A MIN OF 2' OF EXISTING PIPE FOR A CLEAN EDGE ONLY IF EXISTING PIPE IS WARPED TO CREATE A POSITIVE EDGE CONNECTION TO NEW PIPE EXTENSION. 2. LENGTH OF NEW PIPE VARIES SEE "CULVERT EXTENSION DIMENSION" TABLE FOR LENGTH AT EACH LOCATION AS SHOWN LENGTH OF NEW PIPE VARIES SEE "CULVERT EXTENSION DIMENSION" TABLE FOR LENGTH AT EACH LOCATION AS SHOWN ON THIS SHEET. 3. MINIMUM EXTENSION LENGTH IS 4' DUE TO CONNECTION BANDS TO TIE INTO EXISTING CULVERTS AND END SECTIONS PER MINIMUM EXTENSION LENGTH IS 4' DUE TO CONNECTION BANDS TO TIE INTO EXISTING CULVERTS AND END SECTIONS PER MANUFACTURERS SPECIFICATIONS. 4. THE CONTRACTOR SHALL CONSTRUCT PER MAG SPECIFICATION SECTIONS 601 & 621.THE CONTRACTOR SHALL CONSTRUCT PER MAG SPECIFICATION SECTIONS 601 & 621.

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C/L OF PIPE

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NEW PIPE (EXTENSION)

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EXISTING PIPE SIZE AND SLOPE VARIES (SEE PROFILE ON SHEETS 31 AND 32)

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PIPE CULVERT EXTENSION (INLET/OUTLET)

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SEE NOTES

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TOE OF SLOPE VARIES

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EX CULVERT TRIM EDGE (APPROXIMATELY)

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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646

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WOODSON ENGINEERING AND SURVEYING, INC.

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SHEET NO.:

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AGENCY NO.:

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PROJECT NO.:

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DATE:

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VERT SCALE:

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HOR SCALE:

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CHECKED BY:

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DRAFTED BY:

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DESIGNED BY:

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ENGINEERING AND SURVEYING, INC.

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WOODSON

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PHONE: (928) 774-4636 FAX: (928) 774-4646

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FLAGSTAFF, AZ 86001

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124 N. ELDEN ST.

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REVISIONS:

AutoCAD SHX Text

FN:

AutoCAD SHX Text A guide to getting underground

AutoCAD SHX Text facilities located

AutoCAD SHX Text before

AutoCAD SHX Text you dig

AutoCAD SHX Text Know what's

AutoCAD SHX Text below

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call 811 or visit www.Arizona811.com

AutoCAD SHX Text 2/21/17

AutoCAD SHX Text 115534

AutoCAD SHX Text

FOREST ROAD 105 IMPROVEMENTS

AutoCAD SHX Text

USDA FOREST SERVICE

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APACHE-SITGREAVES NFS

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AB/AS

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AB

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JS/AS

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AutoCAD SHX Text 12/15/15

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DETAILS SHEET

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FOREST ROAD 105

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IMPROVEMENTS

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SHEET04.DWG

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AG-8173-S-15-0038

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AGENCY NO.:

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* OTHER CONTRACTOR NOTES: 1. OR APPROVED EQUAL OR APPROVED EQUAL PRODUCT. 2. CONTRACTOR TO CONFIRM CONTRACTOR TO CONFIRM EXISTING PIPE SIZE SO THE CORRECT BAND IS USED.

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TABLE: CULVERT INLET/OUTLET LENGTHS

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LOCATION ID

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PIPE ID

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LENGTH (FT)

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END TREATMENT (INLET/OUTLET)

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EROSION PROTECTION REQUIRED

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EX 23+38 (R)

AutoCAD SHX Text 1-24"

AutoCAD SHX Text 9.50

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END SECTION

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EX 23+38 (L)

AutoCAD SHX Text 1-24"

AutoCAD SHX Text 6.00

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END SECTION

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EX 24+13 (R)

AutoCAD SHX Text 1-43"X30"

AutoCAD SHX Text 18.00

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END SECTION

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EX 24+13 (L)

AutoCAD SHX Text 1-43"X30"

AutoCAD SHX Text N/A

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EX 36+94 (R)

AutoCAD SHX Text 1-18"

AutoCAD SHX Text 7.00

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END SECTION

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EX 36+94 (L)

AutoCAD SHX Text 1-18"

AutoCAD SHX Text 9.00

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END SECTION

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EX 45+60 (R)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 6.00

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END SECTION

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EX 45+60 (L)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 12.00

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END SECTION

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EX 56+22 (R)

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 9.50

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INLET AND OUTLET

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EX 56+22 (L)

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 12.00

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INLET AND OUTLET

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NEW 56+29 (R)

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 34.50

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INLET AND OUTLET

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NEW 56+29 (L)

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 32.00

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INLET AND OUTLET

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EX 68+24 (R)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 13.00

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END SECTION

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EX 68+24 (L)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 7.00

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END SECTION

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EX 74+91 (R)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 12.00

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END SECTION

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EX 74+91 (L)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 6.00

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END SECTION

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EX 78+75 (R)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 7.00

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END SECTION

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EX 78+75 (L)

AutoCAD SHX Text 1-16"X20"

AutoCAD SHX Text 11.00

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END SECTION

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CULVERT #1 (INLET/OUTLET) FR105E-ST 10+75.81

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AutoCAD SHX Text 2-70.00

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HEADWALL/END SECTION

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INLET AND OUTLET

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CULVERT #2 (INLET/OUTLET) FR105-ST 85+49.71

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AutoCAD SHX Text 48.00

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END SECTION/END SECTION

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INLET AND OUTLET

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CULVERT #4 (INLET/OUTLET) DUMP IN-ST 10+15.00

AutoCAD SHX Text 1-18"

AutoCAD SHX Text 38.00

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END SECTION/END SECTION

AutoCAD SHX Text NOTES: 1. N/A DENOTES NO EXTENSION AND/OR NO END TREATMENT FOR THIS CULVERT SIDE. N/A DENOTES NO EXTENSION AND/OR NO END TREATMENT FOR THIS CULVERT SIDE. 2. THE CONTRACTOR WILL HAVE TO FIELD VERIFY THE EXISTING CULVERT SIZE TO ENSURE PROPER CULVERT EXTENSION SIZE AND FITTING. THE CONTRACTOR WILL HAVE TO FIELD VERIFY THE EXISTING CULVERT SIZE TO ENSURE PROPER CULVERT EXTENSION SIZE AND FITTING. 3. CONTRACTOR SHALL ADD ADDITIONAL FEET TO CULVERT LENGTH EXTENSION IN TABLE DUE TO CUTTING OF EXISTING CULVERT AS SHOWN IN CONTRACTOR SHALL ADD ADDITIONAL FEET TO CULVERT LENGTH EXTENSION IN TABLE DUE TO CUTTING OF EXISTING CULVERT AS SHOWN IN "PIPE CULVERT EXTENSION" DETAIL AS SHOWN ON THIS SHEET. FOR PURPOSES OF THIS DESIGN APPROXIMATELY 2 FEET OF EXISTING PIPE WAS ASSUMED TO BE CUT OFF AS DESCRIBED IN THE "PIPE CULVERT EXTENSION" DETAIL. CONTRACTOR WILL NEED TO VERIFY THE CUT OFF LENGTH. 4. EQUIVALENT PIPE SIZES WAS USED TO ESTIMATE THE END SECTION TYPE PER MANUFACTURER RECOMMENDATIONS. EQUIVALENT PIPE SIZES WAS USED TO ESTIMATE THE END SECTION TYPE PER MANUFACTURER RECOMMENDATIONS. 5. THE CONTRACTOR SHALL FIELD VERIFY THE END SECTION FOR PROPER FITTING. THE CONTRACTOR SHALL FIELD VERIFY THE END SECTION FOR PROPER FITTING. 6. THE CONTRACTOR SHALL CONSTRUCT PER MAG SPECIFICATION SECTIONS 601 AND 621. THE CONTRACTOR SHALL CONSTRUCT PER MAG SPECIFICATION SECTIONS 601 AND 621. 7. CULVERT EXTENSIONS SHALL BE CORRUGATED METAL PIPE FOR BOTH CIRCULAR AND ARCHES AND SHALL BE 16 GA. HELICAL 2-2/3"X1/2". CULVERT EXTENSIONS SHALL BE CORRUGATED METAL PIPE FOR BOTH CIRCULAR AND ARCHES AND SHALL BE 16 GA. HELICAL 2-2/3"X1/2". 8. 1' MINIMUM COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF AB OR TOP OF SUBGRADE. (1'+13" SECTION=2.1') 1' MINIMUM COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF AB OR TOP OF SUBGRADE. (1'+13" SECTION=2.1') 9. CULVERT INLET EROSION PROTECTION DETAIL ON SHEET 4. CULVERT INLET EROSION PROTECTION DETAIL ON SHEET 4. 10. CULVERT OUTLET PROTECTION DETAIL ON SHEET 3.CULVERT OUTLET PROTECTION DETAIL ON SHEET 3.

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CULVERT OUTLET EROSION PROTECTION DIMENSIONS

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LOCATION ID

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PIPE ID

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MAX INSIDE WIDTH CULVERT (D) (FT)

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AutoCAD SHX Text Wa (FT)

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D50 (INCHES)

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THICKNESS (INCHES)

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EX 56+22

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 3.00

AutoCAD SHX Text 5.50

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COMBINED OUTLET 15.00

AutoCAD SHX Text 6.00

AutoCAD SHX Text 12.00

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NEW 56+29

AutoCAD SHX Text 1-36"

AutoCAD SHX Text 3.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.00

AutoCAD SHX Text 12.00

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CULVERT #1 FR105E-ST 10+75.81

AutoCAD SHX Text 2-24"

AutoCAD SHX Text 2.00

AutoCAD SHX Text 33.00

AutoCAD SHX Text 28.00

AutoCAD SHX Text 12.00

AutoCAD SHX Text 24.00

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CULVERT #2 FR105-ST 85+49.71

AutoCAD SHX Text 1-24"

AutoCAD SHX Text 2.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 8.00

AutoCAD SHX Text 6.00

AutoCAD SHX Text 12.00

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NOT TO SCALE

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CULVERT FLOW

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SECTION A-A

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CULVERT OUTLET PROTECTION DETAIL

AutoCAD SHX Text DRAINAGE ROCK NOTE: RIP-RAP MAY BE OMITTED WHERE CHANNEL IS EXCAVATED IN ROCK ALSO SEE SPECIAL PROVISIONS. NOTIFY ENGINEER IF ROCK IS ENCOUNTERED FOR DETERMINATION WHETHER RIP-RAP MAY BE OMITTED.

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CULVERT FLOW

AutoCAD SHX Text DRAINAGE ROCK: MEDIAN SIZE (D50) OF RIPRAP. SEE TABLE ON THIS SHEET FOR D50 SIZES AND THICKNESS AT EACH LOCATION. PLACED PER MAG 220.5 AND SPECIAL PROVISIONS.

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AutoCAD SHX Text NOTES: 1. CONTRACTOR NEEDS TO FIELD VERIFY ACTUAL LENGTH CONTRACTOR NEEDS TO FIELD VERIFY ACTUAL LENGTH OF La TO MEET FIELD CONDITIONS SO DAYLIGHT TO EXISTING GROUND IS MET.

AutoCAD SHX Text DRAINAGE ROCK: RIPRAP AS SHOWN IN TABLE: CULVERT TABLE: CULVERT INLET/OUTLET LENGTHS ON THIS SHEET ON THIS SHEET AND PER SPECIAL PROVISION

AutoCAD SHX Text FILTER FABRIC "TREVIRA 011/140" OR APPROVED EQUAL SEE SPECIAL PROVISIONS. NOTE: TURN ENDS DOWN 1 FOOT IN ANCHOR TRENCH AND SECURE BY COMPACTING BACKFILL AROUND LOOSE ENDS PRIOR TO PLACING RIP-RAP.

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NON-DRAINAGE ROCK (TYPICAL) D50=6" MIN (PER SPECIAL PROVISIONS)

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NOT TO SCALE

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OBJECT MARKER DETAIL FOM2-2V

AutoCAD SHX Text NOTES: 1. TYPE 2 OBJECT MARKER PER MUTCD TYPE 2 OBJECT MARKER PER MUTCD CHAPTER 2C MODIFIED AS SHOWN PER THE SIGN AND POSTER GUIDELINES FOR FOREST SERVICE 2. ALTERNATING RETROREFLECTIVE YELLOW ALTERNATING RETROREFLECTIVE YELLOW AND BLOCK STRIPES. 3. REFER TO SPECIAL PROVISIONS FOR REFER TO SPECIAL PROVISIONS FOR RETROREFLECTIVE SHEETING REQUIREMENTS.

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YELLOW

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BLACK

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AutoCAD SHX Text THIS DETAIL SHALL BE REQUIRED WHEN NEW OR EXISTING PIPE INSTALLATIONS WILL BE SUBJECT TO DAMAGE ANYTIME IN THE FUTURE

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DUE TO LACK OF PROPER COVER, AS DETERMINED BY THE ENGINEER.

AutoCAD SHX Text FOR ALL SITUATIONS WHERE SIDE FORMS ARE USED, TRENCH WALLS SHALL BE OVER-EXCAVATED TO ALLOW SUFFICIENT ROOM

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TO OPERATE PROPER MECHANICAL COMPACTION EQUIPMENT.

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MINIMUM COVER SHALL BE MAINTAINED.

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LONGITUDINAL SECTION

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SECTION B-B

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NOTES:

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PIPE O.D.

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ANY TYPE

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ABC

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SEE NOTE 6

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SIZE OF PIPE AS

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SHOWN ON PLANS

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SIDE FORMS

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AS NEEDED.

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SEE NOTE 2.

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D 4" MIN.

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4 8" MAX.

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TRENCH PREPARATION PER MAG STD DETAIL 200 AND PER SPECIAL PROVISIONS.

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CONCRETE TO BE CLASS 'A' PER MAG SECT. 725.

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SPRING LINE

AutoCAD SHX Text WOOD, METAL OR GYPSUM BOARD FORMS SHOULD BE USED TO FORM THE SIDES OF THE ENCASEMENT WHEN THE TRENCH EXCAVATION IS NOT A NEAT LINE. GYPSUM BOARD FORMS MAY BE LEFT IN THE GROUND BELOW THE TOP OF THE ENCASEMENT.

AutoCAD SHX Text ANY CONCRETE OVERAGE FROM THAT SHOWN ON THIS DETAIL IS CONSIDERED INCIDENTAL TO THE CULVERT CONCRETE ENCASEMENT.

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AB INSTALLED PER SPECIAL PROVISIONS

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6" MIN COVER

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D 4" MIN.

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4 8" MAX.

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PIPE CULVERT ENCASEMENT DETAIL

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AutoCAD SHX Text B

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TYPICAL SECTION

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SWAN

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JEFFREY A.

AutoCAD SHX Text 10518

EXPIRES 6/30/2019

EX 1-18" CMP

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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646

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WOODSON ENGINEERING AND SURVEYING, INC.

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SHEET NO.:

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AGENCY NO.:

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PROJECT NO.:

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DATE:

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VERT SCALE:

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HOR SCALE:

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CHECKED BY:

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DRAFTED BY:

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DESIGNED BY:

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ENGINEERING AND SURVEYING, INC.

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WOODSON

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PHONE: (928) 774-4636 FAX: (928) 774-4646

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FLAGSTAFF, AZ 86001

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124 N. ELDEN ST.

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REVISIONS:

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FN:

AutoCAD SHX Text A guide to getting underground

AutoCAD SHX Text facilities located

AutoCAD SHX Text before

AutoCAD SHX Text you dig

AutoCAD SHX Text Know what's

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AutoCAD SHX Text Call

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call 811 or visit www.Arizona811.com

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FOREST ROAD 105 IMPROVEMENTS USDA FOREST SERVICE APACHE-SITGREAVES NFS

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FOREST ROAD 105 IMPROVEMENTS

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GENERAL NOTES

AutoCAD SHX Text FIELD TOPOGRAPHY INFORMATION USED TO PREPARE THIS DRAWING WAS OBTAINED BY WOODSON ENGINEERING & SURVEY, INC. IN NOVEMBER 2015. GRADING LIMITS SHOWN REFLECT THE EARTHWORK REQUIRED FOR THE ROADWAY PRISM ONLY. SEE TYPICAL ROADWAY SECTION DETAIL ON SHEET 3. ALL ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS (EXCEPT AS NOTED). THE INFORMATION ON THESE CONSTRUCTION PLANS CONCERNING THE TYPE, SIZE, AND LOCATION OF UTILITIES HAS BEEN SHOWN BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, IN PLACE, UNLESS OTHERWISE NOTED OR SPECIFIED.

AutoCAD SHX Text 115534

AutoCAD SHX Text 02/21/17

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AG-8173-S-15-0038

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AutoCAD SHX Text 11/23/15

AutoCAD SHX Text 1"=2'

AutoCAD SHX Text 1"=20'

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JS/AS

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AB

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AS/AB

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