Attachment 2 Drawings.pdf

PDF 24 MB Posted Apr 19, 2021

Attached to: BRUNEAU FIRE STATION PHASE 2 Federal contract opportunity
Solicitation number: 140L0621R0009
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation for the Bruneau Fire Station Phase 2 project. The solicitation number is 140L0621R0009 and is being issued by the Bureau of Land Management within the Department of the Interior for construction services related to the second phase of the Bruneau Fire Station. Responses are due in accordance with the standard solicitation timeline and terms. The attached drawings appendix provides additional technical specifications for offerors to consider when developing their proposals for the project.

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Other files for this federal contract opportunity

Other files attached to BRUNEAU FIRE STATION PHASE 2, newest first.
File	Type	Posted
Sol_140L0621R0009_Amd_0001.pdf	PDF	May 5, 2021
Attachment 7 Contractor QA_0001.pdf	PDF	May 5, 2021
Attachment 8 Construction Details for Utility Shed_0001.pdf	PDF	May 5, 2021
Attachemnt 6 Site Visit Sign in Rooster_0001.pdf	PDF	May 5, 2021
Attachment 3 Geotechnical Report.pdf	PDF	Apr 19, 2021
Attachment 1 Specifications.pdf	PDF	Apr 19, 2021
Attachment 5 Pricing Worksheet.pdf	PDF	Apr 19, 2021
Attachment 4 DOL Wage Determination.pdf	PDF	Apr 19, 2021
Sol_140L0621R0009.pdf	PDF	Apr 19, 2021

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U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PHASE 2 - BRUNEAU FIRE STATION

PROJECT LOCATION SITE ACCESS

DESIGNERS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

PROJECT VICINITY

PROJECT VICINITY - BRUNEAU, IDAHO

PROJECT LOCATION

PROJECT

LOCATION

OWYHEE HWY

HOT CREEK RD

MOUNTAIN HOME

MOUNTAIN HOME AFB

HAMMETT

BRUNEAU

GENERAL

G001 COVER SHEET

G002 SHEET INDEX

CIVIL

C001 CIVIL NOTES

C002 CIVIL NOTES & LEGEND

C101 MASTER IMPROVEMENT PLAN

C102 MASTER UTILITY PLAN

C103 FIRE STATION SITE IMPROVEMENTS

C104 RV SITE IMPROVEMENTS

C105 FIRE STATION SITE GRADING

C106 RV SITE GRADING

C201 RENIECKE ROAD PLAN AND PROFILE

C301 FIRE STATION SECTIONS

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

LANDSCAPE

L101 OVERALL LANDSCAPE IMPROVEMENTS

L102 CREW QUARTERS LANDSCAPE IMPROVEMENTS

L103 IRRIGATION IMPROVEMENTS

L104 IRRIGATION IMPROVEMENTS

L501 LANDSCAPE DETAILS

ARCHITECTURAL

GI-003 ABBREVIATIONS AND SYMBOLS LEGEND

GI-101 FIRE STATION LIFE SAFETY PLAN

GI-501 FIRE STATION ASSEMBLY TYPES

GI-701 ACCESSIBILITY COMPLIANCE

GI-702 ACCESSIBILITY COMPLIANCE

AE101 FIRE STATION FLOOR PLAN - OVERALL

AE102 FIRE STATION ENLARGED PLAN - AREA A

AE103 FIRE STATION ENLARGED PLAN - AREA B

AE104 FIRE STATION FLOOR PLAN - MEZZANINE

AE111 FIRE STATION DIMENSIONED FLOOR PLAN - OVERALL

AE112 FIRE STATION DIMENSIONED FLOOR PLAN - AREA A

AE113 FIRE STATION DIMENSIONED FLOOR PLAN - AREA B

AE114 FIRE STATION DIMENSIONED FLOOR PLAN - MEZZANINE

AE121 FIRE STATION ROOF PLAN

AE151 FIRE STATION REFLECTED CEILING PLAN - OVERALL

AE152 FIRE STATION REFLECTED CEILING PLAN - MEZZANINE

AE201 FIRE STATION BUILDING ELEVATIONS

AE202 FIRE STATION BUILDING ELEVATIONS

AE251 FIRE STATION INTERIOR ELEVATIONS

AE252 FIRE STATION INTERIOR ELEVATIONS

AE301 FIRE STATION BUILDING SECTIONS

AE351 FIRE STATION WALL SECTIONS

AE501 FIRE STATION DETAILS

AE502 FIRE STATION DETAILS

AE601 FIRE STATION DOOR AND WINDOW TYPES AND SCHEDULES

AE610 FIRE STATION DOOR AND WINDOW DETAILS

AF101 FIRE STATION FINISH FLOOR PLAN

AF102 FIRE STATION FINISH FLOOR PLAN - MEZZANINE

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 STRUCTURAL ABBREVIATIONS & LEGEND

S101 FIRE STATION FOUNDATION PLAN

S501 TYPICAL STRUCTURAL DETAILS

S502 FIRE STATION DETAILS

S503 FIRE STATION DETAILS

MECHANICAL

M001 MECHANICAL LEGEND

M101 HVAC PLAN - FIRE STATION

M102 HVAC PLAN - FIRE STATION

M103 HVAC PLAN

M104 HVAC ZONES & DIAGRAMS

M301 FIRE STATION HVAC SECTION

M302 FIRE STATION HVAC SECTION

M501 DETAILS

M502 DETAILS

M601 HVAC SCHEDULES - FIRE STATION

M602 SEQUENCE OF OPERATIONS

M603 CONTROL WIRING DIAGRAMS

PLUMBING

P102 FIRE STATION PLUMBING AND UTILITY LAYOUT

P103 FIRE STATION PLUMBING AND UTILITY LAYOUT

P104 FIRE STATION SANITARY SEWER SYSTEM

P105 FIRE STATION PLUMBING ISOMETRIC

P106 SANITARY SEWER ISOMETRIC VIEW

P501 PIPING AND INSTRUMENTATION DIAGRAM

P601 PLUMBING FIXTURE SCHEDULE & MISC SCHEDULES

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS, LEGEND, AND GENERAL NOTES

E002 ELECTRICAL SINGLE LINE DIAGRAM

E101 SITE LAYOUT

E102 FIRE STATION POWER PLAN

E103 FIRE STATION POWER PLAN

E104 FIRE STATION LIGHTING PLAN

E105 FIRE STATION LIGHTING PLAN

E106 FIRE STATION SPECIAL SYSTEMS PLAN

E107 FIRE STATION TELECOM PLAN

E108 FIRE STATION TELECOM PLAN

E201 ELECTRICAL COMMUNICATION ELEVATIONS

E401 ELECTRICAL POWER PLAN - FIRE STATION MEZZANINE

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E601 ELECTRICAL PANEL AND LIGHTING SCHEDULES

E602 ELECTRICAL PANEL AND LIGHTING SCHEDULES

Ben L Carter Digitally signed by Ben L Carter Date: 2021.02.05 07:54:25 -07'00'

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE

SHOWN USING GOVERNMENT PROVIDED SURVEYED INFORMATION AND THE LOCATION, DEPTH

AND ACCURACY OF SURFICIAL INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL

UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES

SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC

SURVEY.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL BENCHMARKS AND OTHER

DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO OF ANY

CONFLICTS.

CIVIL NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO

PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS

OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO

EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION

ACTIVITIES.

5. CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT

REMOVAL, IF NECESSARY.

6. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING

CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH OWYHEE COUNTY, INCLUDING ALL

REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

7. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO

EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL

CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

9. AT A MINIMUM, THE MATERIALS USED FOR A PUBLIC WATER SYSTEM MUST MEET IDAPA 58.01.08.

9.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

9.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST

MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN ACCORDANCE WITH

THE MINIMUM REQUIREMENTS OUTLINED IN IDAPA 58.01.08.

9.3. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE

REQUIREMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.

10. ALL ROADWAYS SHALL BE CONSTRUCTED TO CONFORM WITH THE STATE OR LOCAL AUTHORITY

HAVING JURISDICTION. THIS INCLUDES ALL TESTING AND INSPECTION REQUIREMENTS TO

ENSURE THE ROADWAY WILL BE BUILD AND ACCEPTED BY THE LOCAL MOST AUTHORITY.

11. TRACE WIRE FOR ALL BURIED UTILITY MAINS SHALL BE PROVIDED OR APPROVED EQUAL.

SUBSURFACE DISPOSAL (SEPTIC) NOTES:

1. GROUNDWATER WAS NOT ENCOUNTERED AT THE SITE DURING THE EXTENSIVE SUBSURFACE

INVESTIGATION. TANKS AND DRAINFIELDS SHOULD BE PLACED ACCORDINGLY.

2. DRAINFIELDS TO BE INSTALLED IN ACCORDANCE WITH MOST RECENT TECHNICAL GUIDANCE

MANUAL FOR INDIVIDUAL AND SUBSURFACE SEWAGE DISPOSAL SYSTEMS.

3. DRAINFIELD TRENCHES OR BEDS SHALL NOT BE INSTALLED IN DRAINAGE WAYS, AT SLOPE

BASES, IN CONCAVE SLOPES OR DEPRESSIONS.

4. DRAINFIELD TRENCHES OR BEDS SHALL BE CONSTRUCTED TO PREVENT PONDING WATER OVER

THE DRAINFIELD AND TO ALLOW FOR SURFACE DRAINAGE.

5. EXCEPT AS SPECIFIED HEREIN, THE SYSTEM MUST MEET THE DIMENSIONAL AND CONSTRUCTION

REQUIREMENTS OF A STANDARD DRAINFIELD.

CODE COMPLIANCE:

1. ALL WORK SHALL CONFORM TO THE FOLLOWING:

1.1. THE RULES FOR INDIVIDUAL/SUBSURFACE SEWAGE DISPOSAL RULES, IDAPA 58.01.03.

1.1.1. THE MOST RECENT STANDARDS OF THE TECHNICAL GUIDANCE MANUAL FOR INDIVIDUAL

AND SUBSURFACE SEWAGE DISPOSAL SYSTEMS.

2. IDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS.

3. OWYHEE COUNTY CODE

4. OWYHEE COUNTY MANUAL FOR HIGHWAY STANDARDS.

EROSION AND SEDIMENT CONTROL NOTES (CONTINUED)

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN

EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE

PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT

DEPOSITION OF THE OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY

VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE

CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL

AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND

ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST

CONTROL PLAN.

FOUNDATION NOTES:

1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4,000 PSI. NOTE THAT

THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE CONDITIONS, PER THE SOILS ENGINEER OR BUILDING OFFICIAL. FOR SPECIAL EXPOSURES, REFER TO TABLES

FOUND IN IBC SECTION 1904.

2. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. BY ARCHITECTURAL

SPECIFICATIONS.

3. ALL UNDERGROUND STRUCTURES SHALL BE APPROPRIATELY WATERPROOFED PER IBC SECTION 1807.

4. ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE GEOTECHNICAL ENGINEER'S

GUIDELINES OR A MINIMUM OF THE UPPER 12” OF SOILS BEING SCARIFIED, MOISTURE

CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST

95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698.

5. PREPARE ALL SUBGRADE SOILS PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS, PRIOR TO

PLACEMENT OF FILLS SOILS, FOUNDATION REINFORCEMENT, OR CONCRETE.

6. FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL/STRUCTURAL DRAWINGS.

STRUCTURAL ENGINEER HAS NOT ASSUMED ANY LIABILITY WITH RESPECT TO THESE

DIMENSIONS. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH THE

ARCHITECTURAL/STRUCTURAL DRAWINGS.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM C-150

TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AGGREGATE

SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONCRETE CONTRACTOR SHALL DAMPEN SAND UNDERLAYMENT PRIOR TO CONCRETE

PLACEMENT TO ASSIST UNIFORM CONCRETE CURING.

7. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

8. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

9. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302.

10. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE

SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

11. WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 2' MAXIMUM DEPTH.

12. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING

CONCRETE IN BEAMS, SPANDRELS, OR SLABS SUPPORTED THEREON.

13. HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED.

14. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME

SIZE BAR.

15. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT

SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES

FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF

ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE

DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF

AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED

SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 6 FEET.

16. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

17. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB IS

PLACED.

ROADWAY NOTES:

1. THE CONTRACTOR SHALL NOTIFY THE DIGLINE CALL SYSTEM, 48 HOURS PRIOR TO BEGINNING

EXCAVATION. DIGLINE CALL CENTER: 1-800-342-1585.

2. THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO LOCAL AND

THROUGH TRAFFIC. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH M.U.T.C.D. AND IS THE

RESPONSIBILITY OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL NOT WASTE ANY EXCESS EXCAVATION UNTIL ALL PLANNED EMBANKMENTS

AND BACKFILLS ARE COMPLETED.

4. PRIME COAT SHALL BE APPLIED TO THE SUBGRADE IMMEDIATELY AFTER FINAL COMPACTION AND

SHAPING TO RETAIN MOISTURE FOR PROPER CHEMICAL REACTION OF THE SOIL ADDITIVE.

5. BITUMINOUS SURFACING ON AGGREGATE BASE WHICH IS TO BE RELAID SHALL BE SCARIFIED AND INCORPORATED INTO THE AGGREGATE BASE MATERIAL. IN ALL OTHER RESPECTS, THE MATERIAL TO

BE RELAID SHALL MEET THE SPECIFICATIONS FOR "AGGREGATE BASE".

6. SURFACING OF RETURNS, UNLESS OTHERWISE SHOWN ON THE PLANS, SHALL BE OF THE SAME MATERIAL (BASE AND SURFACE) AS THAT OF THE ABUTTING SHOULDER OF THE MAINLINE. BASE AND

SURFACE THICKNESS SHALL BE THE THICKNESS SHOWN ON PLANS.

7. PRIOR TO FINAL ACCEPTANCE, ALL EXPOSED CURB SURFACES SHALL BE CLEANED OF ALL

DISCOLORATION SUCH AS ASPHALT STAIN, TIRE MARKS, OR OTHER DISFIGUREMENT.

8. EXCESS ASPHALT AT JOINTS AND CRACKS IN EXISTING PAVEMENT SHALL BE REMOVED FLUSH TO TOP

OF PAVING IN A MANNER APPROVED BY THE ENGINEER.

GENERAL NOTES

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION

CONFERENCE WITH THE CONTRACTING OFFICER PRIOR TO START OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR

COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL

OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.

3. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD

CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER (CO).

UNTIMELY NOTIFICATION SHALL NULLIFY ANY CONTRACTOR'S CLAIM FOR ADDITIONAL

COMPENSATION.

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE

CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE

OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND OR

OVERHEAD UTILITIES. CALL DIG-LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE CO

OF ANY POTENTIAL CONFLICTS.

5. CONTRACTORS SHALL NOTIFY THE CO WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE

WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR

PRIOR NOTICE.

6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS

OF THE GOVERNMENT. AT THE REQUEST OF THE CO, CONTRACTORS SHALL FURNISH PROOF

THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS

SET FORTH.

7. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A)

BACKFILLING; (B) PLACING OF AGGREGATE BASE; AND (C) PLACING OF CONCRETE.

8. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE APPROVAL FROM

THE CO IN WRITING PRIOR TO CONSTRUCTION.

9. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

10. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS

PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT

INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

11. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON

COMPLETION OF WORK.

12. THE CONTRACTOR SHALL REPAVE OR RE-GRAVEL TO EXISTING GRADE ANY EXISTING PAVED OR

GRAVELED STREETS DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE AMERICANS WITH DISABILITIES ACT

ACCESSIBLE GUIDELINES (ADAAG) REQUIREMENTS.

14. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE

DESIGNER.

15. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF

THE GOVERNMENT AND DESIGNER.

16. NO DEVIATIONS FROM CIVIL OR STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN

APPROVAL OF THE GOVERNMENT AND DESIGNER.

17. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF

PLANNING PURPOSES.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL

PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR REVIEW BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL OBTAIN A COPY

OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA OR WITH THE LOCAL

IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CGP DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS

REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO

PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS,

FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING

OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR

ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND,

GRAVEL, ROCK, OR DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL

BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY,

OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR

MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH

MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE

CONTRACTOR.

2021.02.05 '00'07- 08:36:08

LEGEND

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING GRAVEL ROADWAY

PROPOSED GRAVEL ROADWAY

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

PROPOSED SPOT ELEVATION

CONTROL POINTS

EDGE OF GRAVEL

EXISTING WELL

EXISTING EDGE OF GRAVEL ROAD

EXISTING UNDER GROUND COMMUNICATION

PROPOSED LIGHT POLE

PROPOSED PARKING STOP

PROPOSED SIGN

PROPOSED GAS

PROPOSED STORM DRAIN

PROPOSED UNDER GROUND COMMUNICATION

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED UNDER GROUND POWER

SWALE FLOW LINE

GAS

UGC

UGP

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED OTHERWISE.

ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT CONTRACTOR'S OPTION UNLESS THE GRADE IS

SPECIFICALLY NOTED OTHERWISE.

2. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A-706, UNLESS SPECIFICALLY NOTED OTHERWISE. OTHER GRADES, IF ALLOWED, SHALL HAVE A MAXIMUM CARBON EQUIVALENT OF 0.55% PER ANSI/AWS D1.4-98 SECTION 1.3.4.2. WELDING ELECTRODES SHALL BE LOW - HYDROGEN, AND SHALL BE E90XX FOR GRADE 60 REINFORCING STEEL, AND E70XX FOR GRADE 40. WIRE MESH SHALL CONFORM TO ASTM A-185.

3. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1.1. #5 BARS AND SMALLER 1-1/2”

1.2. #6 BARS AND LARGER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1.1. SLABS, WALLS, AND JOISTS

1.1.1. #11 BARS AND SMALLER 3/4”

1.1.2. #14 BARS AND LARGER 1-1/2”

1.2. COLUMNS AND BEAMS 1-1/2”

1.3. SHELLS, FOLDED PLATE MEMBERS:

1.3.1. #5 BARS AND SMALLER 1/2”

1.3.2. #6 BARS AND LARGER 3/4”

2. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

SPLICE CONTINUOUS BARS IN SPANDREL BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MID-SPAN;

BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS FOR THE

FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.

3. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

4. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING MAY BE UNIFORMLY

PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI RECOMMENDATIONS.

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL STEEL FRAMING SHALL BE DETAILED, FABRICATED, AND ERECTED PER THE THIRTEENTH EDITION

AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED BY THE IBC.

2. ALL FABRICATION SHALL BE DONE IN A SHOP THAT IS ACCEPTABLE TO THE GOVERNMENT. CONTINUOUS, FULL-TIME

INSPECTION OF SHOP FABRICATION MAY BE WAIVED ONLY TO THE EXTENT APPROVED BY THE GOVERNMENT.

3. BOLTED CONNECTIONS:

A. HIGH STRENGTH BOLTS: CONTACT FACES AT CONNECTIONS WITH HIGH STRENGTH BOLTS SHALL NOT BE

PAINTED.

B. BEARING BOLTS: UNLESS SPECIFICALLY NOTED, ALL CONNECTIONS SHALL USE BEARING (N) TYPE BOLTS.

C. SLIP CRITICAL BOLTS: SLIP CRITICAL (SC) CONNECTIONS SHALL USE LOAD INDICATOR WASHERS PER THE

MANUFACTURER'S RECOMMENDATIONS.

D. MOMENT CONNECTIONS: ALL MOMENT CONNECTIONS, SHALL USE SLIP CRITICAL BOLTS.

6. WELDED CONNECTIONS:

A. ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX FOR OTHERWISE, UNLESS

SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO IBC SECTION 2204.1.

B. WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, WELD SIZE SHALL BE PER AISC

SPECIFICATIONS.

C. TESTING:

1.1. ALL GROOVE WELDS SHALL BE TESTED NON-DESTRUCTIVELY BY EITHER RADIOGRAPHY OR

ULTRASONIC TESTING. TESTING RATE SHALL BE 100%, BUT MAY BE REDUCED AS ALLOWED BY IBC

SECTION 1704.3.1.

1.2. AT ALL PLATES AND PORTIONS OF ROLLED SHAPES 1-1/2” THICK OR GREATER IN THICKNESS, ZONES FOR WELDS THAT INDUCE THROUGH-THICKNESS SHRINKAGE STRAINS SHALL BE 100% ULTRASONICALLY TESTED BEFORE AND AFTER WELDING. ZONES WITH FLAWS SHALL NOT BE USED AS WELD LOCATIONS.

1.3. AISC TABLE 2 GROUPS 4 AND 5 SHALL CONFORM TO AISC SPECIFICATIONS SECTIONS A3.1.C AND M2.2.

D. ALL COMPLETE PENETRATION WELD BACK UP BARS SHALL BE REMOVED. WELD SHALL BE BACK-GOUGED, FILLED AND GROUND FLUSH, UNLESS NOTED OTHERWISE.

7. FABRICATION:

A. ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, ROUTED MASONRY, OR SPRAYED

FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS AND SPECIFICATIONS.

B. STIFFENER PLATES SHALL EXTEND THE FULL WIDTH OF THE BEAM FLANGES, UNLESS SPECIFICALLY NOTED

OTHERWISE.

C. BASE PLATES AND COLUMN ENDS SHALL BE FINISHED PER AISC SPECIFICATIONS.

D. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL

DRAWINGS.

E. CONTINUITY PLATES SHALL BE CUT WITH CONCAVE QUARTER ROUNDS AT ALL WEB TO FLANGE LOCATIONS.

8. ALL STEEL SHALL BE DELIVERED TO THE JOB SITE WITHOUT EXCESSIVE RUST, MILL SCALE, GREASE, ETC.

'00'07- 08:37:45

X X

XXXXXXXXXXXXXXX

X X

XXXXXXX

XXX

X X

X X X X

SDSDSDSDSD SDSDSD

X X

XXXXXXX

SDSDSD SDSDSSDSSSSSSSSS

XXX

XXXXXXXX

X X

XXXXXXXXXXXXXXX

X X

XXXXXXX

XXXX

X X

X X X X

SDSDSDSDSD SDSDSD

X X

PHASE 1

TEMPORARY GRAVEL ROAD PHASE 1

FIRE STATION

RV PADS

VAULT TOILET

LANDSCAPE SHED

1. LANDSCAPING ANTICIPATED TO BE COMPLETED IN PHASE 2.

2. PHASE 1 GRADING TO SUBGRADE WHERE PERMANENT OR

TEMPORARY IMPROVEMENTS NOT COMPLETED.

3. REFER TO C-102 FOR UTILITY PHASING.

4. ROADWAY IMPROVEMENTS TO BE COMPLETED IN PHASE 2. REFER

TO C-201.

5. SITE FENCING INCLUDED IN PHASE 1.

PHASING NOTES:

PHASE 1

'00'07- 08:39:53

X X

XXXXXXXXXXXXXXX

X X

XXXXXXX

XXX

X X

X X X X

SDSDSDSDSD SDSDSD

X X

W M

WMWMWMWMWMWMWMWMWMWM

W M

WMWMWMWMWMWM

SS SS SS SS SS SS

GAS

SD SS

GAS

W M

WM WM WM WM WM

EOA EOA EOA EOA EOA EOA EOA EOA EOA

EOA EOA

EOA

EOAEOAEOA

EOA

EOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOA

EOA

U G

C U

G C

U G

C U

G C

UGC

UGPUGPUGPUGP

U G

P U

G P

U G

P U

G P

UGP

UGPUGP

UGP UGP UGP UGP UGP UGP UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGPUGPUGP

UGP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

U G

C U

G C

UGC

UGCUGC

UGP

UGPUGPUGP

UGP

U G

C U

G C

UGP

UGP UGP UGP UGP UGP UGP

UGP

UGPUGPUGP

G P

U G

P U

G P

U G

P U

G P

U G

C U

G C

U G

C U

G C

U G

P U

G P

U G

P U

G P

UGC

UGP

UGP UGP

UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGP

U G

C U

G C

UGC

1. ALL UTILITIES COMPLETED IN PHASE 1, UNLESS OTHERWISE NOTED,

ARE SHOWN FOR REFERENCE ONLY. AS- BUILT LOCATION MAY VARY.

2. FIRE STATION UTILITIES ANTICIPATED TO BE STUBBED TO WITHIN

FIVE FEET OF THE PROPOSED BUILDING LOCATION AND MARKED

WITH A 60 INCH T-POST BURIED 12" (PHASE 1).

3. EXTEND ALL STUBBED FIRE STATION SITE UTILITIES TO THEIR

RESPECTIVE LOCATIONS IN PHASE 2.

PHASING NOTES:

RV SERVICE LINE PHASE 2

SEPTIC TANK PHASE 2

RV POWER PEDESTALS PHASE 2

FIRE STATION

100' ROW

'00'07- 08:40:14

EOA EOA EOA EOA EOA EOA

EOA EOA EOAEOA EOA

EOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAA

EOA

X X

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX

SDSDSDSDSDSD

SDSDSDSD

EOAAOOE EOAAOOE EOAAAOOOEE EOAAAAOEOE EOAAAAOOEEE EOAAAAOEEE

EOA EOA EOAEOAEOA EOAEOAOA EOAEEEOOAOEOAEOA EOAEOAEOAA

X X

XXX

XXXXXXXXXXX

SDSDSDDSSDD

SDSDSDSDSD

X X

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX

SDSDSDSDSDSD

SDSDSDSD

WWMWMWMWMWMWMWMWMWMWMWMWM

W M

WMWMWMWMWM

SS SS SS SS SS SS SS SS SS SS

GAS

WM WM WM WM WM

1. FINISH GRAVEL FLUSH TO CONCRETE FOR SMOOTH TRANSITION.

2. PROVIDE 5' X 11' AC CONDENSER PAD PER DETAIL13/C502.

3. PROVIDE 16 PARKING BUMPERS PER DETAIL3/C501.

4. PROVIDE ACCESSIBLE PARKING SPACE PER DETAIL 10/C501.

5. PROVIDE 17 BOLLARDS AS SHOWN, REFER TO DETAIL 7/C501.

6. PROVIDE 185 CY OF CONCRETE PER DETAIL 4/C501. CONNECT TO

BUILDING SIMILAR TO DETAIL 13/C502.

7. PROVIDE 24 CY OF CONCRETE SIDEWALK PER DETAIL 13/C502.

8. PROVIDE 6" VERTICAL CURB PER DETAIL 9/C501. MAINTAIN 6" OF

ELEVATION BETWEEN FG AND TOP OF CURB, UNO.

9. PROVIDE 10 LF OF SANITARY SEWER SERVICE LINE TO SEPTIC TANK,

AT A MINIMUM OF 2% SLOPE.

10. PROVIDE CLEAN OUT PER DETAIL 18/C502.

11. HOLD SIDEWALK 6" ABOVE FINISHED GRAVEL SURFACE ON SOUTH AND

EAST SIDES.

KEY NOTES:

FIRE STATION

119'

33'

5' TYP

' 10' 1

STRIP PARKING LOT AS SHOWN

25'

~CONCRETE~

20'

15'7'

LANDSCAPE SHED

VAULT TOILET

UNDERGROUND STORAGE TANK

(PHASE 1)

100'

UTILITY SHED

(PHASE 1)

86'

70' 21'

5' MAN GATE TO

RV PADS

(PHASE 1)

LP TANK PAD (PHASE 1)

TRASH ENCLOSURE

(PHASE 1)

REMOVE AND SALVAGE CONCRETE BARRIERS

REMOVE APPROXIMATELY 1,000 CY OF

TEMPORARY ROAD TO SUBGRADE AND

STOCKPILE GRAVEL

REFER TO C-201 FOR ROADWAY IMPROVEMENTS

PROVIDE 1,485 CY OF GRAVEL PER DETAIL

1/C501 AND PLACE APPROXIMATELY 1,000

CY OF SALVAGED GRAVEL PER 1/C501

THROUGHOUT SITE AS SHOWN.

SAWCUT CURB FROM PHASE 1

AND DOWEL PER DETAIL 19/C502.

SAWCUT CURB FROM PHASE 1

AND DOWEL PER DETAIL 19/C502.

REFER TO C-104453LF135LF

CONCRETE FILL STATION (PHASE 1)

5 X3

PROVIDE 7' X 15' PREFABRICATED

CONCRETE VAULT TOILET, COORDINATE

WITH E-101 FOR POWER, PROVIDE

FOUNDATION PER DETAIL 22/C503

PROVIDE PREFABRICATED CONCRETE OR

CMU BLOCK 18' X 20' UTILITY SHED AS

APPROVED BY CO. CONTRACTOR SUBMITTAL

WILL BE REQUIRED TO MATCH EXISTING

UTILITY SHED FROM PHASE 1. COORDINATE

WITH E-101 FOR POWER, PROVIDE

FOUNDATION PER DETAIL 22/C503

'00'07- 08:40:41

EOA EOA EOA

EOA

EOAEOAEOAEOA

EOA

EOAEOAEOAEOAEOAEOAEOAEOAEOAEOA

EOAEOA EOAEOAOA EOAEOA

EOAEOAEOAO

EOAAAOOEOOEE

EOAAAOOOE

EOAAAOAAOEE

EOAAOOOEEEOA

X X

SDSDSDSDSD

X X

SDSDSDSDSD

WMWMWMWMWMWMWM

~ASPHALT~

1. PROVIDE 52 LF OF 6" VERTICAL CURB PER 9/C501.

2. PROVIDE 2.6 CY OF CONCRETE PER DETAIL 13/C502.

3. PROVIDE 6 BOLLARDS AS SHOWN, REFER TO DETAIL 7/C501.

4. FINISH GRAVEL 6" BELOW TOP OF CURB, UNO.

5. PROVIDE TWO RV POWER PEDESTALS, REFER TO ELECTRICAL

DRAWINGS.

6. PROVIDE GRAVEL PER DETAIL 2/C501.

7. PROVIDE GRAVEL PER DETAIL 1/C501.

8. PROVIDE GATE PER DETAIL 24/C504.

KEY NOTES:

18'

20'

102'

20'

PROVIDE 7 CY FOR

GRAVEL PATHWAY

PER DETAIL 2/C501.

DEVELOP APPROACH

WITH GRAVEL AS SHOWN

R33'

R3 3'

R 30'

R7 5'

50'

30'

R75'

R 75'

PROVIDE 2,500 GAL PRECAST W/O OUTLET

CONCRETE SEPTIC TANK

INV IN= 2570.50

PROVIDE 37 LF OF 4" DIA SDR35

PVC PIPE SLOPE 2% MINIMUM

TO SEPTIC TANK.

PROVIDE 4" SAINLESS STEEL SELF-CLOSING,

FOOT OPERATED COVER IN CONCRETE SLAB

AND CONNECT TO 4" SANITARY SEWER PIPE.

INV=2571.30

6'8' 16'

12'

10'

R3'

EXTEND EACH SEPTIC TANK OPENING WITH

WATERPROOF HDPE FLANGE, RISER AND LOCKABLE

COVER. MINIMUM DIAMETER TO MATCH SEPTIC TANK

OPENING. COVER TO EXTEND 6" ABOVE FINISH GRADE.

R O

W 4'

'00'07- 08:41:11

X X

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX

SDSDSDSDSDSD

SDSDSDSDSD

X X

WMWMWMWMWMWMWMWMWMWMWMWMWM

W M

WMWMWMWMWM

SS SS SS SS SS SS SS SS SS SS

GAS

WM WM WM WM WM

EOA EOA EOA EOA EOA EOA

EOA EOA EOAEOA EOAEOA

2.0%

3.4%

3.0%

2.1%

5.8%

3.2%

5.2%

GRADE POINT TABLE

Point #

ELEVATION (FG)

2576.45

2574.79

2574.14

2574.09

2573.50

2573.74

2573.54

2573.39

2573.62

2574.00

2574.50

2577.30

2576.50

2576.30

2576.41

2576.32

DESCRIPTION

FS BLDG

FILL STATION DRIVE

FILL STATION PAD

UTILITY BLDG

PROPANE PAD

TRASH ENCLOSURE

TOILET VAULT

LANDSCAPE SHED

CONCRETE

Northing

538623.47

538602.31

538715.17

538733.38

538675.76

538678.71

538607.32

538600.76

538701.78

538695.22

538643.26

538640.64

538650.09

538652.71

538619.28

538613.37

538632.27

538638.17

538542.38

538535.86

538551.93

538558.45

538526.96

538523.68

538530.29

538533.58

538513.09

538510.96

538524.77

538526.91

538508.97

538503.07

538521.96

538527.87

538680.10

538653.63

Easting

2703911.37

2703972.28

2704011.50

2703959.09

2703939.07

2703930.57

2704022.24

2704041.13

2704055.06

2704073.95

2704055.90

2704063.46

2704066.74

2704059.18

2704051.80

2704068.81

2704075.37

2704058.37

2704020.82

2704039.73

2704045.27

2704026.37

2703923.95

2703933.40

2703935.69

2703926.25

2703966.60

2703972.74

2703977.54

2703971.40

2703983.62

2704000.63

2704007.19

2703990.19

2703925.91

2703916.64

FIRE STATION

FFE = 2576.5

UTILITY SHED

FFE=2574.50

PROPANE TANK

CONCRETE PAD

FFE=2574.50

VAULT TOILET

FFE=2576.75

31'

HOLD APPROACH CENTER LINE

ELEV. @ 2579.3 OVER CULVERT HOLD APPROACH CENTER LINE

ELEV. @ 2575.3 OVER CULVERT

C301

FINISH SITE GRAVEL

FLUSH TO TRANSITION

FROM GRAVEL TO

CONCRETE SMOOTHLY

FINISH SITE GRAVEL FLUSH

TO TRANSITION FROM

GRAVEL TO CONCRETE

SMOOTHLY

LANDSCAPE SHED

FFE=2576.30

SITE GRADING NOTES:

1. PROVIDE LOCAL SITE GRADING AROUND

STRUCTURES TO PROMOTE DRAINAGE.

2. SIDEWALK SHALL BE SLOPED TO PROMOTE

DRAINAGE AROUND BUILDING AND NOT TO

EXCEED 2% CROSS SLOPE.

3. TRANSITION FROM FINISH GRADE GRAVEL

TO NATIVE AT 1V:4H OR LESS. 2021.02.05

'00'07- 08:41:55

X X

SDSDSDSD

WMWMWMWMWMWM

EOA EOA EOA

EOA

EOAEOAEOAEOAEOAEOAEOA

EOA

2.0% 2.0%

2.0%

HOLD APPROACH CENTER LINE

ELEV. @ 2570.4 OVER CULVERT

SLOPE CONCRETE 2% MIN.

TO FLOOR DRAIN

GRADE LOCALLY AROUND

SEPTIC TANK RISERS TO

DRAIN WATER FROM TANK

'00'07- 08:42:28

: 0

+0 0.

: 5

+8 9.

M id

: 6 +8

: 7

+8 5.

: 9

+2 7.

M id

: 9 +8

: 1

EOA EOA EOA EOA EOA EOA EOA

EOA

EOA EOA

EOA

EOAEOA

EOA

0 ST

EOA

EOA EOA

EOA

EOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOAEOA

N32° 22' 17.2"EL=142.2' N0° 50' 23.5"E

L=46.5'

N19° 20' 26.2"E L=589.4'

L=195.6 =13.0°

R=860.0

L=120.7 =31.5°

R=219.4

EOA

EOAAAAAAAAAAOOAOAOOOOOOEEEEEEEE

EOAAAAAAAAAOAOAOAOOOOOEEOEEEEAEOAEOAEOA

6666666.665.6.65.5.55959595959919911=1=1==L==LLLLLL

°°°0°°0°0°00.0.03.0.033331313=11=1=1====

000000.0.00.00.0006006060866868688=8=8=8=8==R=R=RRRRRRRR

EOEOAEOEOAAOEE EOAAAAOOEE EOAAOOE

X X

XXXXX

X X

X X X

SDSDSDSD SDSD

EOA

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

10+94.41

PVI STA:9+44.00

PVI ELEV:2565.68

K:13

LVC:59.17

+1 4.

C E:

+7 3.

C E:

PVI STA:4+00.00

PVI ELEV:2579.00

K:303

LVC:536.21

+3 1.

C E:

+6 8.

C E:

PVI STA:10+68.00

PVI ELEV:2557.00

K:26

LVC:39.95

-7.0% -5.5%

-2.4%

-0.7%

: 2

PVI: 10+93.94

ELEV: 2555.58

EXISTING RENIECKE ROAD

PROPOSED RENIECKE ROAD

IMPROVEMENT; REFER TO DETAIL 6/C501

FOR CROSS SECTION.

APPROXIMATE CENTERLINE

OF RENIECKE ROAD

5' 5'

RETAIN AND PROTECT

EXISTING FEATURES

R18'

KEY NOTES:

1. PROVIDE 25 MPH SPEED LIMIT SIGN PER MUTCD R2-1, 24" X 36".

REFER TO DETAIL 25/C504.

2. PROVIDE "T" INTERSECTION WARNING SIGN PER MUTCD W2-4,

30" X 30". REFER TO DETAIL 25/C504.

3. PAVE 5' INTO ASPHALT THROATS (TYP).

4. RETAIN AND PROTECT UNDERGROUND TELECOMMUNICATIONS.

5. SAWCUT NEAT LINE IN EXISTING ASPHALT ROAD.

R O

FIELD VERIFY TIE IN

ELEVATION FOR

SMOOTH TRANSITION

R30'

PRESCRIPTIVE ROW

ASSUMED TO BE 100'

'00'07- 08:42:54

FIRE STATION SECTION1

FIRE STATION SECTION2

EXISTING SURFACE

PROPOSED SURFACE

EXISTING SURFACE

PROPOSED SURFACE

PROPOSED FIRE STATION

RAISED 6" SIDEWALK

'00'07- 08:43:18 2021.02.05

SCALE:8 TYPICAL SLAB JOINTS

NTS

1" CONCRETE CROWN TOP

6" SCH. 40 STEEL PIPE PAINTED

YELLOW FILLED WITH CONCRETE

1" CONCRETE CROWNTOP OF NEW GRADE

1'-6" Ø CONCRETE BASE

SCALE:7 BOLLARD DETAIL

NTS

SCALE:3 TYPICAL PARKING BUMPER DETAIL

NTS

HOLE FOR 5/8 Ø DOWEL. 1 FT. FROM

EACH END.(TYPICAL OF 2 HOLES) DRILL

HOLE THRU PAVEMENT. DRIVE 24" LONG

STEEL PIN THROUGH WHEEL STOP AND

PAVEMENT INTO SUBGRADE.

SCALE:1 TYPICAL GRAVEL DETAIL

NTS

6" MIN CRUSHED

AGGREGATE BASE COURSE

12" MIN AGGREGATE

PIT RUN MATERIAL

SUBGRADE COMPACT

TO FIRM UNYIELDING

ROADWAY SECTION PER DETAIL 5/C501.

TYPICAL CROWN - 2% MIN 4% MAX

24' CONSTRUCT ROADSIDE DITCH 2H:1V;

MINIMUM RUN 2 FEET (TYP)

CONSTRUCT BACKSLOPE 3H:1V WITH

MINIMUM RUN OF 2 FEET. CATCH SLOPE

VARIES WITH EXISTING GROUND (TYP)

SCALE:6 TYPICAL ROAD SECTIONS

NTS

SCALE:4 SLAB FOR TRAFFIC AREAS

NTSSCALE:2 MISCELLANEOUS GRAVEL DETAIL

NTS

4" MIN CRUSHED

AGGREGATE BASE COURSE

8" MIN AGGREGATE

PIT RUN MATERIAL

SUBGRADE COMPACT

TO FIRM UNYIELDING

11' 11'

4" REFLECTIVE STRIP

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

HEAVY DUTY CONCRETE

SCALE:9 TYPICAL VERTICAL CURB

NTS

1" RADIUS1/2" RADIUS

6" AGGREGATE BASE COURSE

COMPACTED

6" APPROVED ENGINEERING

FILL OVER 6" OF SCARIFIED,

MOISTURE CONDITIONED AND

COMPACTED SUBGRADE

VARIES PER PLAN

SCALE:10 ACCESSIBLE PARKING TYPICAL STRIPING

NTS

PAINTED BLUE 4" WIDE STRIPE

12" HIGH WHITE LETTERING

ACCESSIBLE PARKING SYMBOL

PER DETAIL 11/C501

TYP.

'-0

U M

9'-0"

MIN.

8'-0"

VAN ACCESSIBLE PARKING

SIGN PER DETAIL 12/C501

3' -0

3'-0"

13" 13"

13" 2"

3"1.5"

14" 3"

1'-0"

1.5" R=10"

C PARKING STALLL

2" WIDE WHITE PAINT

(TYPICAL)

BLUE BACKGROUND EQUAL TO

COLOR NO. 15090 IN FEDERAL

STANDARD 595(A)

SCALE:11 ACCESSIBLE PARKING SYMBOL

NTS

6'-8"

MINIMUM

24"

2" Ø GALVANIZED STEEL PIPE

VINYL ON ALUMINUM SIGN,

LOCATE PER CIVIL SITE PLAN,

SYMBOL PER ISO 7001.

ATTACH SIGN TO PIPE WITH

GALVANIZED BOLTS

FINISH GRADE

12"Ø CONCRETE

FOOTING

SCALE:12 ACCESSIBLE PARKING SIGN INSTALLATION

NTS

SCALE:5 TYPICAL ROADWAY DETAIL

NTS

4" MIN PLANT MIX

4" MIN CRUSHED

AGGREGATE BASE COURSE

12" MIN AGGREGATE

PIT RUN MATERIAL

SUBGRADE COMPACT

TO FIRM UNYIELDING

#4 BARS @12" O.C. EACH

WAY, MIN 3" CLEAR (TYP)

8" CONCRETE SLAB

4" MIN CRUSHED

AGGREGATE BASE COURSE

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

8" OF SUBBASE

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

NOTE:

CONSTRUCTION JOINTS & CONTROL

JOINT SHALL DIVIDE SLAB INTO

AREAS NOT EXCEEDING 225 SQFT

WITHOUT REENTRANT CORNERS

AND WITH LENGTH TO WIDTH RATIOS

NOT EXCEEDING 1 1/2 TO 1.

CONTRACTOR SHALL SUBMIT

LAYOUT PLAN SHOWING PROPOSED

CONTROL AND CONSTRUCTION

JOINT LOCATIONS. JOINT SPACING

SHALL NOT EXCEED 20 FEET IN

EITHER DIRECTION. CONTRACTOR

SHALL HAVE CONTROL JOINTS

EVERY 5 FEET AND EXPANSION

JOINTS EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT

CONTROL JOINT

EXPANSION JOINT

'00'07- 08:43:52

SCALE:14 SHEAR ONLY CONCRETE CONNECTION

NTS

CONCRETE

SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN

BASE COURSE PER PLAN

ADJACENT CONCRETE

MUST BE 6" THICK

HAMMER DRILL AND FRICTION FIT

REBAR TO A MINIMUM DEPTH OF 4" MIN

24" DOWEL SIZE AND SPACING TO

MATCH CONCRETE REINFORCING

#4 REBAR AT 18" OC MIN.

SCALE:13 TYPICAL CONCRETE SLAB

NTS

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

6" CONCRETE REINFORCED WITH

#4 BARS @ 12" O.C. EACH WAY

SHEAR CONNECTION PER DETAIL

14/C502 AND LOCATED PER PLAN

BUILDING FOOTING AND SLAB

PER STRUCTURAL PLAN AND

DETAILS WHERE APPLIES

1/2" (TYP)

1'-3" 1"

SLOPED AREA AT

VEHICLE DOORS FOR

WATER DRAINAGE

SCALE:15 ENGINE BAY DOOR RAMP SECTION

NTS

CLEANOUT PIPE

AND WYE

SEWER PIPE FROM

BUILDING

4" PVC SEWER PIPE

MAX

STRUCTURE

PROVIDE TRAFFIC RATED VAULT

IF CLEANOUT FALLS IN

WALKWAYS OR DRIVING AREAS

SCALE:18 SEWER CLEANOUT DETAIL (TWO WAY)

NTS

SCALE:16 TYPICAL DRY UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

NUMBER AND SIZE OF

UTILITIES MAY VARY

SUITABLE SOIL

BACKFILL2'

-6

WIDTH AS NEEDED

12" MIN

PIPE ZONE BEDDING

COURSE

SCALE:17 TYPICAL WET UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

COURSE

2Ø MIN

TYP

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

PIPE ZONE

MATERIAL TO

SURROUND PIPE

3" MIN

DEPTH PER PLAN

36" MIN

3" SEPARATION MIN TYP

DOUBLE CLEANOUT

AS REQUIRED

Scale: NTS

DOWEL CONNECTION DETAIL19

3"4"

#3 DOWEL. DRILL HOLES,

BLOW CLEAN AND SET

DOWELS IN EPOXY.

INSTALL AT HALF OF

EXISTING CURB

THICKNESS

NEW

CURB

EXISTING

CURB

PLAN VIEW

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

UTILITY MARKING TAPE

12 AWG TRACING WIRE

UTILITY MARKING TAPE

12 AWG TRACING WIRE

'00'07- 08:44:18

( FL ( FL ( FL( FL

( FL ( FL( FL

FINISHED GRADE

SLOPE AWAY 2% MIN

GREEN CORRUGATED

UV RESISTANT VALVE

BOX WITH METAL LID

BEDDING COURSE

SPREAD EVENLY 4" THICK

1" DIA HDPE FROM

PUMP HOUSE

TO IRRIGATION

ZONES 1-6

1" NSF 61 APPROVED BALL

VALVE WITH HANDLE

NOTE: DI-ELECTRIC UNIONS REQUIRED FOR

CONNECTIONS MADE WITH DISSIMILAR METALS

COORDINATE FINAL

LOCATION WITH

GOVERMENT

ELECTRONIC IRRIGATION

SOLENOIDS VALVES FOR

EACH ZONE.

SCALE:20 IRRIGATION BOX FOR ZONES 1-6

NTS

FINISHED GRADE

SLOPE AWAY 2% MIN

GREEN CORRUGATED

UV RESISTANT VALVE

BOX WITH METAL LID

BEDDING COURSE SPREAD

EVENLY 4" THICK

TO IRRIGATION

ZONE 7

NOTE: DI-ELECTRIC UNIONS REQUIRED FOR

CONNECTIONS MADE WITH DISSIMILAR METALS

COORDINATE FINAL

LOCATION WITH

GOVERMENT

ELECTRONIC IRRIGATION

SOLENOIDS VALVES FOR

EACH ZONE.

SCALE:21 IRRIGATION BOX FOR ZONE 7

NTS

ADJUSTABLE PRESSURE

REDUCING VALVE 30 TO 45 PSI

FROM 1" WATER MAIN

SCALE:22 PRECAST BUILDING PAD DETAIL

NTS

REFERENCE SPECIFIC FLOOR

PLAN FOR REQUIRED PAD SIZE

PREPARED SUB-GRADE

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL

PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE

SHALL BE PROVIDED. SUB-BASE SHALL BE A MINIMUM 6" THICK AND

CONSIST OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95% OF OPTIMUM

DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF

SUB-BASE SHALL BE UNIFORMLY LEVEL, NOT VARYING MORE THAN 1/2"

FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET

FOR SUB-BASE REQUIREMENTS DURING BUILDING PLACEMENT.

SUB BASE THICKNESS

VARIES, 6" MINIMUM

2'-0"

TYPICAL

PRECAST BUILDING NOTES:

1. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR

HARDWARE SCHEDULE AND OTHER REQUIREMENTS.

'00'07- 08:44:44

ONE

WAY

6" 9"

1" -6

1/4

46 41'

4" 3 5/16"R

4 1/2" 6 1/2"

2 1/4"R

2 1/2"0

HOLE

P 4 1/2"x1/2"x7"LLP 4"x1/4"x4"4"

3' -3

*4 '-0

8' -0

" M in

4" 6"

3' -6

4" 6" 2'

-6

P 4 1/2"O.D.x2 1/2"I.D.x1/2"

(2 REQ'D)

1/4

*=Hold this dimension when setting post.

24"0 Min.

24"0 Min.Min.

24"0

4 1/2" 18'-2"

5' -0

'-0

2' -6

6" 1/4

1/4

3' -6

18'-2"

5'-8" 5'-8" 5'-8" 7 1/2"

6 1/2" 17'-0" 1'-3"

5' -0

'-6

Fi el d ad ju st

1'-3"

SCALE:24 VEHICLE ACCESS GATE FOR RV PADS

NTS

3" ANGLE IRON 12" LONG WITH A HOOK

MADE FROM 7" STEEL ROD WELDED TO NUT.

LAG BOLT IS PASSED THROUGH THE NUT

AND WELDED TO THE ANGLE.

6" Ø SCH 80 PIPE X 8' LONG MINIMUM.

CONCRETE

4" Ø SCH 40 PIPE X 7.5' LONG.

*=HOLD THESE DIMENSIONS

WHEN SETTING POSTS.

ELEVATION

TYP

2" Ø SCH 80 PIPE

SEE DETAIL A

LOCK BOX

FILL POST WITH CONCRETE (TYP)

TYP

2" Ø SCH 40 PIPE

2" Ø SCH 80 PIPE

FILL POST WITH CONCRETE (TYP)

PLAN

DETAIL A DETAIL B DETAIL C DETAIL EDETAIL D

HINGE POST DETAIL2" Ø SCH 80

PIPE 2" Ø SCH 80 PIPE

SEE DETAIL B

SEE DETAIL C 2" Ø SCH 80 PIPE

2" Ø SCH 80 PIPE

2" Ø SCH 40 PIPE

MITER & BEVEL

ENDS OF PIPE

MITER & BEVEL

ENDS OF PIPE

NOTE: THE EXPOSED SURFACE OF THE

CONCRETE SHALL BE CROWNED TO SHED

WATER

*=HOLD THESE DIMENSIONS

WHEN SETTING POSTS.

6" Ø SCH 80 PIPE X 8' LONG MINIMUM.

GRADE AT C OF ROADL

BAR, 2" X 1/4" X 3" (M/F SCRAP)

(4 REQ'D EACH POST)

SEE GUSSET DETAIL D

2 REQ'D

SEE DETAIL E

2" Ø SCH 40 PIPE

2" Ø SCH 80 PIPE

SEE DETAIL E

SEAL WELD &

SMOOTH ON

OTHER SIDE

FIELD WELD TO POST AFTER

GATE IS IN POSITION

NOTE: SIGN TO BE APPROVED BY GOVERNMENT.

SIGN DETAILS PER PLAN

ATTACH SIGN PER

MANUFACTURER'S

RECOMMENDATION

POST AND BASE

MATERIAL PER DETAIL

26 THIS SHEET

4" LETTERING, BOLD

SANS-SERIF TYPEFACE

3' MIN

SCALE:25 TYPICAL ONE WAY SIGN

NTS SCALE:26 SIGN POST INSTALLATION DETAILS

NTS

8"A C504

5/16" CORNER BOLT WITH LOCKNUT &

TWO FLAT WASHERS OR A 5/16" FLANGE

WASHER NUT. SEE CORNER BOLT DETAIL.

1 3/16" 1 9/16"

5/16"

CORNER BOLT

DETAIL

TYPE E-1 SIGN POST 2 1/2" X 2 1/2"

SQUARE TUBING, 3/16" WALL THICKNESS

NO PERFORATIONS

5.59 LB./FT. WEIGHT

TYPE E-1 SIGN POST 2" X 2" PERFORATED

SQUARE TUBING, 12 GAUGE

2.42 LB./FT. WEIGHT

CLASS 30 CONCRETE

GROUND LINE

2" MAX

SECTION A

SIGN HEIGHT AND LATERAL LOCATION

RURAL LOCATIONS

6' TO 12' MIN.

5' -0

" M

N O

R M

H O

S NOTES:

1. ENSURE THAT THE BOTTOM OF ANCHOR IS

KEPT OPEN TO DRAIN.

2. DO NOT USE MORE THAN ONE POST PER SIGN

INSTALLATION.

3. INSTALL SIGN POST AND ANCHOR IN

FOUNDATION DO NOT USE BRACE ANGLES.

2" M

" M

'00'07- 08:45:14

X X

XXXXXXXXXXXXXXX

X X

XXXXXXX

XXX

X X

X X X X

SDSDSDSDSD SDSDSD

X X

1. RETAIN AND PROTECT EXISTING FLORA UNLESS OTHERWISE NOTED.

2. RE-SEED DISTURBED LAND TO MATCH EXISTING FLORA.

3. RE-SEED DISTURBED LAND OVER SEPTIC SYSTEM WITH NATIVE GRASSES.

4. RE-SEED DISTURBED LAND ADJACENT TO WELL HOUSE TO MATCH EXISTING

FLORA.

KEY NOTES:

FIRE STATION

CABANA

C R

REFER TO SHEET L-102

~GRAVEL~

FILL STAND

UTILITY SHED

LANDSCAPE

SHED

VAULT TOILET

RETENTION

RESERVE D

RAIN

FIELD

WELL HOUSE

RETENTION

APPROXIMATE LIMIT OF

GRADING AND LANDSCAPE

IMPROVEMENTS

~RV GRAVEL~

~RENIECKE ROAD~

LEGEND

NATIVE FLORA (58,450 SF)

BUFFALO GRASS (4,913 SF)

PERMA-BARK BASALT MULCH (10,400 SF)

NATIVE GRASS (4,640 SF)

PROVIDE NEATLEAF HACKBERRY

AS SHOWN. REFER TO L-102 FOR

LEGEND.

1. NATIVE FLORA AREAS SHALL BE SMOOTHED AND PREPARED TO FINISH

GRADE, BY CONTRACTOR. BLM SHALL FURNISH, PLACE AND ESTABLISH

NATIVE FLORA AS INDICATED.

LANDSCAPE NOTES

'00'07- 08:46:47

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

SD SD SD SD SD SD SD SD SD

XX XXXXXXXXXXXXXXXXXXXXXXXXXXXX

D X X

X X

1. PROVIDE 106 CY, 1/2" MINUS PERMA-BARK BASALT MULCH PLACED

3" THICK OVER 27 MIL POLYPROPYLENE WEED FABRIC.

2. PROVIDE 13 CY, 2" MINUS SNAKE RIVER COBBLE PLACED 4" THICK

IN BOTTOM OF DRAINAGE CHANNEL OVER 27 MIL

POLYPROPYLENE WEED FABRIC.

3. TRANSITION TO NATIVE LANDSCAPE WITHOUT IRRIGATION.

RE-SEED DISTURBED SOIL TO MATCH NATIVE FLORA.

4. PROVIDE BOWIE BUFFALO GRASS SEED 3LBS PER/1000SF OVER 6"

OF IMPORTED SOIL.

5. SLOPE GRAVEL PATH WAY TO MATCH GRADING PLAN.

KEY NOTES:

~ASPHALT~

CREW QUARTERS

CABANA

RETENTION

~LAWN~

LANDSCAPE NOTES:

1. PERMA-BARK TO PROVIDE SLOPE STABILIZATION SURROUNDING

DRAINAGE CHANNEL.

2. REFER TO L103 FOR IRRIGATION IMPROVEMENTS SURROUNDING

THE CABANA.

3. REFER TO L104 FOR IRRIGATION IMPROVEMENTS SURROUNDING

THE CREW QUARTERS.

4. PROVIDE CHECK DAMS PER CIVIL DRAWINGS WITH SNAKE RIVER RIP

RAP.

5. FINAL SELECTION OF FLORA TO BE APPROVED BY THE

GOVERNMENT. FLORA SHOWN IN THE LANDSCAPE LEGEND MAY BE

SUBSTITUTED WITH APPROVED EQUAL.

LANDSCAPE LEGEND

SYMBOL NAME (Species) QUANTITY (Ea) PLANTING

DETAIL

NEATLEAF

HACKBERRY

(Celtis reticulata) 11 1/L501

DESERT

FERNBUSH

(Chamaebatiaria) 3 3/L501

PURPLE SAGE

(Salvia dorrii) 13 3/L501

BLANKETFLOWER

(Gallardia aristida) 12 3/L501

HOT ROCK

PENSTEMON

(Penstemon deustus) 4 3/L501

BLUE GRAMA

(Bouteloua gracilis) 16 3/L501

WIND DRIFT

BOULDER 9 N/A

~GRAVEL~

'00'07- 08:47:24

ZONE 1 ZONE 2

ZONE 4

ZONE 3

ZONE 6

ZONE 5

~CABANA~

CABANA

LEGEND

RAINBIRD

SERIES 1803DSQ

90° COVERAGE

15 FT RADIUS

1.85 GPM

RAINBIRD

SERIES 1803VAN

180° COVERAGE

15 FT RADIUS

1.85 GPM

RAINBIRD

SERIES 1803DSF

360° COVERAGE

15 FT RADIUS

1.85 GPM

RAINBIRD

SERIES 1803VAN

270° COVERAGE

15 FT RADIUS

1.85 GPM

GENERAL NOTES:

1. SPRINKLER SYSTEM SHALL BE SUPPLIED FROM WELL HOUSE.

2. INSTALL SPRINKLERS AND ZONES AS SHOWN. FIELD ADJUST

AS RADII AND OVER SPRAY AS NEEDED.

3. SPRINKLER SYSTEM CONTROLLER SHALL BE LOCATED IN

LANDSCAPE SHED.

4. SPRINKLER SYSTEM SHALL BE EQUIPPED WITH APPROPRIATE

DRAINS AND BLOWOUT ATTACHMENTS FOR WINTERIZATION.

5. REFER TO L-104 FOR ZONE 7.

VALVE BOX FOR ZONES 1-6.

REFER TO DETAIL 20/C503

RAINBIRD 15SST CENTER STRIP NOZZLE

RAINBIRD

SERIES 1802R

(NO-NOZZLE)

15 FT RADIUS

1.85 GPM

RAINBIRD 15 LCS STRIP NOZZLE

RAIN BIRD 15RCS STRIP NOZZLE

IRRIGATION SCHEDULE

ZONE STATION

FLOW

(GPM)

VALVE SIZE

(IN)

PRECIPITATION

RATE

1 A1 13 1 0.5

2 A2 13 1 0.5

3 A3 13 1 0.5

4 A4 13 1 0.5

5 A5 11 1 0.5

6 A6 13 1 0.5

ZONE 5

ZONE 6

ZONE 1

ZONE 3

ZONE 4

ZONE 2

'00'07- 08:47:52

W M

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

WM WM

W M

WMWWWW WM

W M

X XXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXX

~ASPHALT~

CREW QUARTERS CABANA

~LAWN~

REFER TO SHEET L-103

FOR IRRIGATION

IRRIGATION BOX FOR ZONES

1-6, REFER TO DETAIL

30/C504.

1/4" POLYETHYLENE PRESSURE

IRRIGATION DRIP MAIN TO

SERVICE EACH PLANT (TYP)

ESTIMATED 300 LF.

EMITTER, TYPICAL OF 59 PLANTS.

REFER TO IRRIGATION LEGEND

FOR SIZE AND QUANTITY.

GENERAL NOTES:

1. SPRINKLER SYSTEM SHALL BE SUPPLIED FROM WELL HOUSE.

2. INSTALL 30 TO 45 PSI LOW PRESSURE DRIP IRRIGATION SYSTEM (ZONE 7).

3. DRIP IRRIGATION SYSTEM CONTROLLER SHALL BE TIED INTO MAIN IRRIGATION

CONTROL BOX LOCATED IN LANDSCAPE SHED.

4. DRIP IRRIGATION SYSTEM SHALL BE EQUIPPED WITH APPROPRIATE DRAINS

FITTINGS, HOLD DOWNS AND BLOWOUT ATTACHMENTS.

5. COORDINATE WITH BUILDING OWNER TO DETERMINE WATERING SCHEDULES.

6. CONTRACTOR SHALL UTILIZE CONDUIT TO SLEEVE IRRIGATION MAIN ACROSS

IMPROVED SURFACES.

7. ALL PRESSURIZED WATER MAIN FITTINGS SHALL BE FULLY RESTRAINED.

IRRIGATION BOX FOR ZONE 7,

REFER TO DETAIL 21/C503.

1" WATER MAIN

FROM WELL HOUSE

CONNECT IRRIGATION MAINS TO

PROMOTE EVEN DISTRIBUTION

IRRIGATION LEGEND

SYMBOL NAME (Species) EMITTER SIZE

(QUANTITY)

NEATLEAF

HACKBERRY

(Celtis reticulata)

1 GPH (11)

DESERT

FERNBUSH

(Chamaebatiaria)

0.5 GPH (3)

PURPLE SAGE

(Salvia dorrii) 0.5 GPH (13)

BLANKETFLOWER

(Gallardia aristida) 0.5 GPH (12)

HOT ROCK

PENSTEMON

(Penstemon deustus)

0.5 GPH (4)

BLUE GRAMA

(Bouteloua gracilis) 0.5 GPH (16)

1/2" POLYETHYLENE PRESSURE

IRRIGATION MAIN (TYP)

ESTIMATED 910 LF

~RETENTION POND~

PROVIDE 1" TEE FOR.

1/2" POLYETHYLENE PRESSURE

IRRIGATION MAIN (TYP)

'00'07- 08:48:16

ROOT CROWN TO BE AT FINISH

GRADE OR 1-2" ABOVE GRADE2" SETTLED LAYER OF MULCH

PROPOSED GRADE

TILLED OR BROKEN UP SOIL

MIN 12" DEEP

2X WIDTH OF

ROOT BALL

WIDE NYLON WEBBING

2"x2" WOOD STAKE AT OR

BELOW GRADE

ORGINAL GRADE

G H

PROVIDE DEEP WATER TUBE

PER DETAIL 2/L501.

3" X 36" LONG DIA PERFORATED

PIPE WRAPPED IN FILTER FABRIC.

PROVIDE REMOVABLE CAP

FINISHED GRADE MIN 2"

2X WIDTH OF

ROOTBALL

ROOT CROWN TO BE

AT FINISH GRADE OR

1-2" ABOVE GRADE

FINISH GRADE

TILLED OR BROKEN

UP SOIL MIN 12" DEEP

2" SETTLED

LAYER OF MULCH

PLAN VIEW

2X WIDTH OF

ROOTBALL

FINISH GRADE

2"x2" WOOD STAKE

TOP OF ROOT BALL AT

SOIL SURFACE,

OR 1-2" ABOVE GRADE

WIDE NYLON WEBBING

TILLED OR BROKEN UP

SOIL MIN 12" DEEP

2" SETTLED LAYER OF MULCH

G H

PREVAILING WIND

TREE TRUNK

GUY WIRE

STAKE

PROVIDE DEEP

WATER TUBE PER

DETAIL 2/L501.

SCALE:1 TYP. TREE PLANTING ON SLOPE

NTS

SCALE:2 TYP. DEEP WATER TUBE

NTS

NOTES: TYPICAL TREE PLANTING ON SLOPE

1. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT

LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE

ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT

BALL DEPTH.

4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE

TRUNK AND DO NOT USE TREE TRUNK AS A LEVER.

5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR

SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING.

6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS

FROM AT LEAST THE UPPER 1/3 OF THE ROOTBALL.

7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP.

DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE

WITH MULCH.

8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A

MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY AROUND THE TREE.

9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH

WEBBING AT 1/3 THE TREE HEIGHT.

10. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE

PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE TRUNK FOR AIR

CIRCULATION.

11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY.

12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS

SHALL BE PLACED ON TRUNK.

SCALE:3 TYP. SHRUB OR FLOWER PLANTING

NTS

NOTES: TYPICAL SHRUB OR FLOWER PLANTING

1. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT BALL OR

CONTAINER.

3. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE, OR 1-2"

ABOVE IF THE SOIL IS PRONE TO SETTLING.

4. IF CONTAINER GROWN PLANT, GENTLY SLIDE PLANT OUT OF CONTAINER.

DISTURB THE ROOTS.

5. IF B&B PLANT, REMOVE BURLAP FROM AT LEAST THE TOP 12 INCHES OF

THE ROOTBALL, WITHOUT DISTURBING THE ROOTBALL. REMOVE ALL CORD

FROM THE TRUNK. REMOVE BURLAP AND WIRE BASKET (IF PRESENT) FROM

THE ROOTBALL.

6. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE SOIL, BROKEN UP

OR TILLED. WATER TO REMOVE AIR POCKETS. DO NOT ADD AMENDMENTS.

7. PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TO A (SETTLED)

DEPTH OF 1 TO 3 INCHES.

SCALE:4 SMALL TREE PLANTING

NTS

NOTES: TYPICAL TREE PLANTING ON SLOPE

1. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH.

2. LIFT AND SET THE…

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