Attach 3 Drawings - Maupin.pdf

PDF 47 MB Posted Apr 27, 2021

Attached to: MAUPIN WORK SITE RENOVATION REQUEST FOR PROPOSAL Federal contract opportunity
Solicitation number: 140L4321R0009
Issued by: Department of the Interior Bureau of Land Management Oregon-Washington

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction contract solicitation issued by the Bureau of Land Management Oregon-Washington. The solicitation seeks proposals for renovations to a Bureau of Land Management worksite located near Maupin, Oregon with a project magnitude between $1,000,000 and $5,000,000 to be awarded on a firm fixed price basis. Interested parties should respond to solicitation number 140L4321R0009 by the specified deadline to be considered for the contract award.

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Other files for this federal contract opportunity

Other files attached to MAUPIN WORK SITE RENOVATION REQUEST FOR PROPOSAL, newest first.
File	Type	Posted
Maupin_RFP_QA_1_0001.pdf	PDF	Jun 2, 2021
Sol_140L4321R0009_Amd_0001.pdf	PDF	Jun 2, 2021
140L4321R0009_Amendment_0001_0001.pdf	PDF	Jun 2, 2021
Attach 2 Specifications - Maupin.pdf	PDF	Apr 27, 2021
Attach 1 WD OR20210047.pdf	PDF	Apr 27, 2021
Sol_140L4321R0009.pdf	PDF	Apr 27, 2021
140L4321R0009 Maupin Worksite RFP.pdf	PDF	Apr 27, 2021

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PROJECT LOCATION

AREA MAP VICINITY MAP

N.T.S. N.T.S.

MAUPIN

MAUPIN WORK SITE RENOVATIONS

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PRINEVILLE DISTRICT

MAUPIN, OREGON

FINAL CONSTRUCTION DOCUMENTS

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DRAWING NO.

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DATE:

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DRAWN:

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SHEET C000

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SCALE:

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AutoCAD SHX Text District Engineer

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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ENGINEERING APPROVAL

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SUBMITTED

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APPROVED

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RECOMMENDED

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PRINEVILLE DISTRICT

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REV. NO.

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DESCRIPTION

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APPROVED

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OREGON STATE OFFICE

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DATE

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AutoCAD SHX Text 05/19/2020

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MAUPIN WORK SITE RENOVATIONS

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TITLE

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DRAWING INDEX

C000 TITLE SHEET

C001 DRAWING INDEX

CIVIL

C002 GENERAL NOTES

C003 EXISTING CONDITIONS AND SURVEY CONTROL

C100 REMOVAL PLAN

C200 SITE PLAN

C201 SITE PLAN WITH UTILITIES

C202 GRADING PLAN

C203 GRADING PLAN - CREW QUARTERS

C204 GRADING PLAN - MULTI-PURPOSE

C205 EROSION AND SEDIMENT CONTROL

C300 WATER PLAN AND PROFILE

C301 WATER PLAN AND PROFILE

C302 WATER PLAN AND PROFILE

C303 WATER PLAN AND PROFILE

C304 WATER PLAN AND PROFILE

C305 SANITARY PLAN AND PROFILE

C306 SANITARY PLAN AND PROFILE

C307 SANITARY PLAN AND PROFILE

C308 SANITARY PLAN AND PROFILE

C309 SANITARY PLAN AND PROFILE

C400 CONSTRUCTION DETAILS

C401 CONSTRUCTION DETAILS

C402 CONSTRUCTION DETAILS

C403 CONSTRUCTION DETAILS

C404 CONSTRUCTION DETAILS

C405 CONSTRUCTION DETAILS

C406 CONSTRUCTION DETAILS

C407 CONSTRUCTION DETAILS

C408 CONSTRUCTION DETAILS

C409 CONSTRUCTION DETAILS

LANDSCAPE

L100 LANDSCAPE PLAN

L101 LANDSCAPE DETAILS

ARCHITECTURAL

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE INFORMATION-CREW QUARTERS

A003 ADA DETAILS

A004 ADA DETAILS

A005 PARTITION TYPES AND CONSTRUCTION ASSEMBLIES

A100 FLOOR PLAN-CREW QUARTERS

A101 ROOF PLAN-CREW QUARTERS

A102 REFLECTED CEILING PLAN-CREW QUARTERS

A200 EXTERIOR ELEVATIONS-CREW QUARTERS

A210 BUILDING SECTIONS-CREW QUARTERS

A220 WALL SECTIONS-CREW QUARTERS

A300 ENLARGED RESTROOM PLANS AND INTERIOR ELEVATIONS-CREW QUARTERS

A301 ENLARGED PLANS AND INTERIOR ELEVATIONS-CREW QUARTERS

A302 ENLARGED PLANS AND INTERIOR ELEVATIONS-CREW QUARTERS

A400 EXTERIOR DETAILS-CREW QUARTERS

A401 OPENING DETAILS-CREW QUARTERS

A402 INTERIOR DETAILS-CREW QUARTERS

A420 DOOR/ROOM SCHEDULES & WINDOW ELEVATIONS-CREW QUARTERS

A498 PARTITION TYPES AND CONSTRUCTION ASSEMBLIES

A499 CODE INFORMATION-MULTI-PURPOSE

A500 FLOOR PLAN LEVEL 1-MULTI-PURPOSE

A501 FLOOR PLAN LEVEL 2-MULTI-PURPOSE

A502 ROOF PLAN-MULTI-PURPOSE

A503 REFLECTED CEILING PLAN LEVEL 1-MULTI-PURPOSE

A504 REFLECTED CEILING PLAN LEVEL 2-MULTI-PURPOSE

A700 EXTERIOR ELEVATIONS-MULTI-PURPOSE

A701 EXTERIOR ELEVATIONS-MULTI-PURPOSE

A706 ENLARGED RESTROOM PLANS AND INTERIOR ELEVATIONS-MULTI-PURPOSE

A707 INTERIOR ELEVATIONS-MULTI-PURPOSE

A708 INTERIOR DETAILS-MULTI-PURPOSE

A800 BUILDING SECTIONS-MULTI-PURPOSE

A801 WALL SECTIONS-MULTI-PURPOSE

A802 EXTERIOR DETAILS-MULTI-PURPOSE

A803 OPENING DETAILS

A900 DOOR SCHEDULE/DOOR, FRAME AND WINDOW ELEVATIONS/ROOM FINISH SCHEDULE-MULTI-PURPOSE

A901 VERTICAL CIRCULATION PLANS AND SECTIONS-MULTI-PURPOSE

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES-CREW QUARTERS

S002 GENERAL STRUCTURAL NOTES-CREW QUARTERS

S100 FOUNDATION PLAN-CREW QUARTERS

S101 ROOF FRAMING PLAN-CREW QUARTERS

S200 TIMBER DETAILS-CREW QUARTERS

S201 FOUNDATION DETAILS-CREW QUARTERS

S202 TIMBER DETAILS-CREW QUARTERS

S203 FRAMING DETAILS-CREW QUARTERS

S204 TIMBER DETAILS-CREW QUARTERS

S205 TIMBER DETAILS-CREW QUARTERS

S206 TIMBER DETAILS-CREW QUARTERS

S300 GENERAL STRUCTURAL NOTES-MULTI-PURPOSE

S301 GENERAL STRUCTURAL NOTES-MULTI-PURPOSE

S400 FOUNDATION PLAN-MULTI-PURPOSE

S401 ROOF FRAMING PLAN-MULTI-PURPOSE

S402 MEZZANINE PLAN-MULTI-PURPOSE

S500 BUILDING SECTIONS-MULTI-PURPOSE

S501 FOUNDATION DETAILS-MULTI-PURPOSE

S502 FOUNDATION SECTIONS-MULTI-PURPOSE

S503 FRAMING DETAILS-MULTI-PURPOSE

MECHANICAL

M000 MECHANICAL COVER SHEET

M100 MECHANICAL PLAN-CREW QUARTERS

M101 ROOF MECHANICAL PLAN-CREW QUARTERS

M200 MECHANICAL DETAILS-CREW QUARTERS

M300 MECHANICAL SCHEDULES-CREW QUARTERS

M301 MECHANICAL SCHEDULES-CREW QUARTERS

M302 MECHANICAL SCHEDULES-CREW QUARTERS

M303 MECHANICAL SCHEDULES-CREW QUARTERS

M304 MECHANICAL COMPLIANCE-CREW QUARTERS

M400 MECHANICAL PLAN-MULTI-PURPOSE

M401 MEZZANINE MECHANICAL PLAN-MULTI-PURPOSE

M402 ROOF MECHANICAL PLAN-MULTI-PURPOSE

M500 MECHANICAL DETAILS-MULTI-PURPOSE

M600 MECHANICAL SCHEDULES-MULTI-PURPOSE

M601 MECHANICAL SCHEDULES-MULTI-PURPOSE

M602 MECHANICAL SCHEDULES-MULTI-PURPOSE

M603 MECHANICAL SCHEDULES-MULTI-PURPOSE

M700 MECHANICAL CONTROLS-MULTI-PURPOSE

M800 MECHANICAL COMPLIANCE-MULTI-PURPOSE

PLUMBING

P000 PLUMBING COVER SHEET

P100 PLUMBING PLAN-CREW QUARTERS

P101 ROOF PLUMBING PLAN-CREW QUARTERS

P102 PLUMBING ISOMETRICS-CREW QUARTERS

P200 PLUMBING DETAILS-CREW QUARTERS

P201 PLUMBING DETAILS-CREW QUARTERS

P300 PLUMBING SCHEDULES-CREW QUARTERS

P301 PLUMBING SCHEDULES-CREW QUARTERS

P302 PLUMBING SCHEDULES-CREW QUARTERS

P400 PLUMBING PLAN-MULTI-PURPOSE

P401 MEZZANINE PLUMBING PLAN-MULTI-PURPOSE

P402 ROOF PLUMBING PLAN-MULTI-PURPOSE

P500 PLUMBING ISOMETRICS-MULTI-PURPOSE

P600 PLUMBING DETAILS-MULTI-PURPOSE

P601 PLUMBING DETAILS-MULTI-PURPOSE

P700 PLUMBING SCHEDULES-MULTI-PURPOSE

P701 PLUMBING SCHEDULES-MULTI-PURPOSE

P702 PLUMBING SCHEDULES-MULTI-PURPOSE

P703 PLUMBING SCHEDULES-MULTI-PURPOSE

FIRE PROTECTION

F000 FIRE PROTECTION COVER SHEET

F100 FIRE PROTECTION PLAN-CREW QUARTERS

F200 FIRE PROTECTION DETAILS-CREW QUARTERS

ELECTRICAL

E000 ELECTRICAL COVER SHEET

E001 ELECTRICAL COVER SHEET

E100 ELECTRICAL SITE PLAN

E200 POWER AND SYSTEMS PLAN-CREW QUARTERS

E201 LIGHTNING PROTECTION SYSTEM-CREW QUARTERS

E202 LIGHTNING PROTECTION DETAILS-CREW QUARTERS

E300 LIGHTING PLAN-CREW QUARTERS

E400 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES-CREW QUARTERS

E401 ELECTRICAL SCHEDULES-CREW QUARTERS

E402 LIGHTING COMPLIANCE REPORT-CREW QUARTERS

E403 LIGHTING COMPLIANCE REPORT-CREW QUARTERS

E404 LIGHTING COMPLIANCE REPORT-CREW QUARTERS

E500 POWER AND SYSTEMS PLAN-MULTI-PURPOSE

E501 MEZZANINE POWER AND SYSTEMS PLAN-MULTI-PURPOSE

E502 LIGHTNING PROTECTION SYSTEM-MULTI-PURPOSE

E503 LIGHTNING PROTECTION DETAILS-MULTI-PURPOSE

E600 LIGHTING PLAN-MULTI-PURPOSE

E601 MEZZANINE LIGHTING PLAN-MULTI-PURPOSE

E700 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES-MULTI-PURPOSE

E701 ELECTRICAL SCHEDULES-MULTI-PURPOSE

E702 LIGHTING COMPLIANCE REPORT-MULTI-PURPOSE

E703 LIGHTING COMPLIANCE REPORT-MULTI-PURPOSE

E704 LIGHTING COMPLIANCE REPORT-MULTI-PURPOSE

C001

DRAWING INDEX

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C002

GENERAL NOTES

1. ALL REFERENCES TO ANY PUBLISHED STANDARDS OR CODES SHALL REFER TO THE LATEST LOCALLY ADOPTED EDITION OF SAID STANDARD OR CODE, UNLESS SPECIFICALLY STATED OTHERWISE. THE GOVERNMENT WILL RESOLVE ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS IN THE FOLLOWING ORDER OF PRECEDENCE:

A. CONTRACT CHANGE ORDERS AND REQUEST FOR INFORMATION RESPONSES

B. PROJECT SPECIFICATIONS

C. STAMPED AND APPROVED CONSTRUCTION DRAWINGS

D. REVIEWED, ACCEPTED, AND STAMPED WORKING DRAWINGS

E. 3D ENGINEERED MODELS AND SUPPLEMENTAL DATA

F. STANDARD DRAWINGS

G. ALL OTHER CONTRACT DOCUMENTS NOT LISTED ABOVE

2. THE CONTRACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET OF PLANS AND SPECIFICATIONS AT THE WORK SITE DURING CONSTRUCTION. CONSTRUCTION SHALL NOT PROCEED UNTIL THIS SET OF DOCUMENTS IS ISSUED

WITH INCLUDED REVISIONS AND COMMENTS MADE BY THE APPLICABLE AGENCIES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD

DRAWINGS KEPT ON THE CONSTRUCTION SITE.

4. THE CONTRACTOR SHALL VERIFY, IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH EXISTING ROADWAYS AND UTILITIES. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR CHOOSES TO PROCEED, THE WORK WILL BE CONDUCTED AT CONTRACTOR'S RISK AND INCUR ALL COSTS, IF ANY, TO RESOLVE THE

ISSUE TO THE SATISFACTION OF THE GOVERNMENT.

5. THE CONTRACTOR SHALL CONTACT UTILITY NOTIFICATION CENTER (OREGON CALL BEFORE YOU DIG) AT 811 OR 1-800-332-2344 AT LEAST 2 WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR TO THE START OF

WORK.

6. EXISTING UTILITIES SHALL BE EXPOSED TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATIONS. AT A MINIMUM, LOCATIONS SHOULD BE AT PROPOSED UTILITY IMPROVEMENT CROSSINGS OR WHERE EXCAVATION IS EXPECTED TO

EXCEED 24 INCHES ABOVE THE UTILITY.

7. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY MONUMENTATION FOR THE PROJECT, THE BASIS OF BEARING AND PROJECT DATUM ARE PROVIDED ON THE SURVEY CONTROL AND EXISTING CONDITIONS SHEET.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM APPLICABLE AGENCIES.

ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS WILL NOT BEGIN

UNTIL ALL PERMITS HAVE BEEN APPROVED.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.

10. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE GOVERNMENT FOR CLARIFICATION, AND ANNOTATE THE DIMENSION

ON THE AS-BUILT DRAWINGS.

11. ALL EXISTING STRUCTURES, FENCES, SIGNS, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO THE CONSTRUCTION OF THE PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S

EXPENSE, UNLESS OTHERWISE SHOWN ON THE PLANS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL REMOVED FROM THE PROJECT. THE DISPOSAL SITE SHALL BE AN ESTABLISHED LANDFILL OR AS OTHERWISE

ALLOWED BY FEDERAL, STATE AND LOCAL REGULATIONS.

13. EXCAVATIONS SHALL BE PROTECTED FROM ENCROACHMENT BY PERSONS AS REQUIRED IN THE SPECIFICATIONS.

PROTECTION SHALL BE PLACED AT THE END OF THE WORKING DAY OR WHEN NO ONE IS PRESENT ON SITE.

14. THERE IS LIMITED EXISTING TOPSOIL ANTICIPATED WITHIN THE LIMITS OF CONSTRUCTION. AREAS TO BE RESEEDED

SHALL HAVE A MINIMUM OF 4 INCHES OF SUITABLE TOPSOIL PLACED PRIOR TO SEEDING.

15. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH

EQUIPMENT ACTUALLY SUPPLIED.

16. WORK REQUIRED TO INSTALL THE FACILITIES, SYSTEMS, AND OTHER ITEMS SHOWN ON THE PLANS SHALL INCLUDE ALL EQUIPMENT, APPURTENANCES, AND INCIDENTALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL

RESULT.

DEMOLITION NOTES

1. THE EXTENT OF DEMOLITION WORK IS INCLUDED IN THE PLANS AND INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF UTILITIES OVERHEAD AND UNDERGROUND, PAVING, VEGETATION, AND OTHER SITE FEATURES WHICH CONFLICT WITH THE CONSTRUCTION OF THE NEW FACILITIES, OR ARE INDICATED TO BE REMOVED. THE LIMITS OF

DEMOLITION SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

2. ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND AREAS OF DEMOLITION. REMOVE FROM SITE ALL

DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION.

3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY ITEMS ENCOUNTERED IN THE FIELD

THAT ARE NOT SHOWN ON THE PLANS, WHICH REQUIRE DEMOLITION OR RELOCATION.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXISTING SERVICES AND APPURTENANCES REQUIRED TO DEMOLISH EXISTING FACILITIES OR CONSTRUCT NEW FACILITIES. ALL UTILITIES SHALL BE CAPPED, TERMINATED, OR REMOVED AS REQUIRED BY THE UTILITY OR AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY IF QUESTIONS ARISE AS TO THE VIABILITY OR CONDITION OF THE

EXISTING UTILITY TO ALLOW FOR CAPPING OR PROPER TERMINATION.

5. TREES TO BE REMOVED SHALL BE FELLED BY CHAINSAW OR FELLER BUNCHER IN A MANNER AND DIRECTION TO LIMIT DAMAGE TO EXISTING STRUCTURES, UTILITIES, VEGETATION TO REMAIN, OR ENVIRONMENTALLY SENSITIVE AREAS. TREES SHALL BE THE PROPERTY OF THE CONTRACTOR, REMOVED FROM THE SITE, AND DISPOSED OF IN

ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS.

LAYOUT NOTES

1. ALL DIMENSIONS ARE FROM EDGE OF DRIVING SURFACE, FACE OF BUILDING, CENTERLINE OF UTILITY LINE, CENTER

OF STRUCTURE, PROPERTY LINE, OR POINT OF TANGENCY UNLESS OTHERWISE NOTED.

2. PLACE CONTROL AND EXPANSION JOINTS AS SHOWN ON THE PLANS AND DETAILS FOR ALL CURBS, WALKS, STEPS, AND CONCRETE PAVING. WHERE JOINTS ARE NOT SHOWN, PLACE CONTROL AND EXPANSION JOINTS AS FOLLOWS:

A. EXPANSION JOINTS: BETWEEN STRUCTURE FOUNDATIONS AND CONCRETE FLATWORK, PAVING, OR

SIDEWALKS

B. CONTROL JOINTS: AT 10 FOOT MAXIMUM INTERVALS FOR ALL CONCRETE PAVING AND FLATWORK, 5 FOOT MAXIMUM INTERVALS FOR ALL SIDEWALKS 5 FEET WIDE OR LESS, 8 FOOT MAXIMUM INTERVALS FOR ALL

SIDEWALKS 10 FEET WIDE OR LESS.

3. GRADES ARE TO TOP OF FINISHED SURFACE, UNLESS OTHERWISE NOTED.

UTILITY NOTES

1. THE LOCATION OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE GOVERNMENT DOES NOT GUARANTEE THEIR ACCURACY. THE CONTRACTOR SHALL BE REQUIRED TO ASCERTAIN THE EXACT LOCATION OF SUCH UTILITIES AND EXERCISE CARE DURING CONSTRUCTION OPERATIONS SO AS NOT TO DAMAGE

THEM.

2. EXCAVATION WITHIN 24 INCHES OF EXISTING STRUCTURES, PIPES, CABLES, OR OTHER ITEMS SHALL BE PERFORMED

BY HAND.

3. GAS, POWER, TELEPHONE, AND CABLE TV UTILITY TRENCHING SHALL BE COMPLETED IN ACCORDANCE WITH PLANS

AND SPECIFICATIONS FROM APPLICABLE UTILITY COMPANIES.

4. CONTRACTOR SHALL MAINTAIN THE FOLLOWING SEPARATION, UNLESS OTHERWISE SHOWN, BETWEEN:

A. WATER AND SEWER (HORIZONTAL) = 10 FEET MINIMUM

B. WATER AND SEWER (VERTICAL) = 18 INCHES MINIMUM WITH WATER ABOVE SEWER

C. WATER AND POWER (VERTICAL) = 12 INCHES MINIMUM

D. WATER AND GAS (VERTICAL) = 12 INCHES MINIMUM

E. ALL OTHER UTILITIES AND SEWER (VERTICAL) = 12 INCHES MINIMUM

5. ALL CONNECTIONS TO EXISTING UTILITY PIPES SHALL BE CUT IN TO A CLEAN LINE AND MADE WITH A MANUFACTURED FITTING. LINES SHALL NOT BE TAPPED OR UTILIZE SADDLE CONNECTIONS. INTERRUPTIONS IN SITE

UTILITY SERVICE SHALL BE COORDINATED WITH THE GOVERNMENT.

6. UTILITIES CROSSING EXISTING PAVED AREAS SHALL BE INSTALLED BY CUTTING THE PAVEMENT TO A CLEAN LINE AND TRENCHING. TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO REMOVING SAW CUT PAVEMENT. TRENCHES THAT ARE TO REMAIN OPEN OVERNIGHT SHALL BE PLATED TO PROVIDE TWO WAY TRAFFIC. PLATES SHALL BE PINNED ON BOTH SIDES AND REMAIN IN PLACE FOR NO MORE THAN 72 HOURS. AGGREGATE ROADS TO REMAIN OPEN OVERNIGHT SHALL BE BARRICADED USING OREGON DEPARTMENT OF TRANSPORTATION TYPE II BARRICADES OR

DRUMS WITH FLASHING BEACONS.

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL UTILIZE STORM WATER QUALITY BEST MANAGEMENT PRACTICES TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE

POLLUTION OF RECEIVING WATERS.

2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE SITE IS STABILIZED AS REQUIRED

BY THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY STORMWATER DISCHARGE PERMIT.

3. AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) SHOWN ON THE GRADING AND EROSION CONTROL PLAN SHALL BE CORRECTLY INSTALLED AND FUNCTIONING AT ALL TIMES DURING THE PROJECT CONSTRUCTION. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AND

REPAIRED AS NEEDED TO PROPERLY FUNCTION.

4. NATURAL, EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WHERE SHOWN ON THE PLANS AND TO THE MAXIMUM EXTENT POSSIBLE. AREAS OUTSIDE THE GRADING LIMITS SHOWN ON THE PLANS SHALL NOT BE

DISTURBED WITHOUT WRITTEN PERMISSION FROM THE GOVERNMENT.

5. ACCESS TO AREAS NOT CONTIGUOUS TO AREAS ALREADY GRADED SHALL BE ROUTED TO MINIMIZE DAMAGE TO EXISTING VEGETATION AND EXISTING ROADS OR OTHER VISIBLE ACCESS ROUTES SHALL BE USED.

6. SILT FENCE SHALL BE PLACED WITHIN 10 FEET OF AND ON THE DOWNSTREAM SIDE OF ANY STOCKPILE.

SIGN (NON STREET NAME)

EDGE OF WOODED AREA

BUSH / SHRUB AND STUMP

DECIDUOUS AND CONIFEROUS TREE

BUILDING

RAILROAD TRACKS

STREET NAME SIGN

FENCE (UNIDENTIFIED)

SANITARY SEWER SERVICE & CLEANOUT

TRAFFIC SIGNAL

WATER SERVICE AND CURB STOP BOX

WATER MAIN, HYDRANT, VALVE AND MANHOLE

STORM SEWER, MANHOLE AND CATCH BASIN

SANITARY SEWER AND MANHOLE

PERMANENT EASEMENT

SOIL BORING

LIGHT POLE

OVERHEAD WIRE, POLE AND GUY WIRE

GAS MAIN, VALVE, VENT AND METER

BURIED TV CABLE, PEDESTAL AND MANHOLE

CULVERT AND APRON ENDWALL

FORCE MAIN AND LIFT STATION

RIGHT OF WAY

EXISTING

P-BUR

6" 6"

BURIED PHONE CABLE, PEDESTAL AND MANHOLE

BURIED FIBER OPTIC CABLE AND MANHOLE

P-OH

TV-BUR

BARBED WIRE FENCE

CHAIN LINK FENCE

ELECTRIC WIRE FENCE

XWD

WOOD FENCE

XWW

WOVEN WIRE FENCE

PLATE BEAM GUARDRAIL

CABLE GUARDRAIL

T-BUR

WETLANDWET

PROPERTY LINE

HANDHOLE

POST / BOLLARD

RETAINING WALL

HORIZONTAL CONTROL POINT

BENCHMARK

SURVEY MARKER

XX"

BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,

TRANSFORMER AND METER

6+00

PROPOSED

STORM SEWER, MANHOLE AND CATCH BASIN

DRAIN TILE

CULVERT AND APRON ENDWALL

DITCH / SWALE

SANITARY SERVICE AND CLEANOUT

RIGHT-OF-WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

WATER SERVICE AND CURB STOP BOX

SANITARY SEWER, BULKHEAD AND MANHOLE

WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE

FORCE MAIN

STREET CENTERLINE

CONSTRUCTION LIMITS

WATER VALVE MANHOLE, REDUCER, BEND AND CROSS

RIPRAP

STREET NAME SIGN

SIGN (NON STREET NAME)

RETAINING WALL

EROSION CONTROL

STORM DRAIN INLET PROTECTION

TEMPORARY ROCK

CONSTRUCTION ENTRANCE

EXISTING AND PROPOSED DRAINAGE

DIRECTIONAL FLOW ARROW

EROSION CONTROL BLANKET

CULVERT PROTECTION

SEDIMENT CONTROL LOG

SILT FENCE

SF SF

FLOTATION SILT CURTAIN

XWW

MISCELLANEOUS PROPOSED

WOVEN WIRE FENCE

ELECTRIC FENCE

WOOD FENCE

CHAIN LINK FENCE

BARBED WIRE FENCE

FENCE

GUARDRAIL

TV DUCT

TV CONDUIT

OVERHEAD TV

PHONE DUCT

PHONE CONDUIT

PHONE OVERHEAD

OIL PIPELINE

NATURAL GAS MAIN

FIBER OPTIC DUCT

FIBER OPTIC CONDUIT

STEAM

XWD

TV-DUCT

TV-BUR

TV-OH TV-OH

T-DUCT

T-BUR

T-OH T-OH

OIL

FO-DUCT

POWER (BURIED)

P-BUR

OPTIONAL WATER SUPPLY LINE

TO BE REPLACED FROM CITY PARK

TO THE EXISTING BOOSTER PUMP

CONNECT TO EXISTING CITY

OF MAUPIN WATER MAIN

CONNECT TO EXISTING

BOOSTER PUMP IN VAULT

OVERHEAD

POWER

CITY

PARK

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EXISTING CONDITIONS

AND SURVEY CONTROL

feetscale

40 8040

HORIZONTAL DATUM (BASIS OF BEARINGS):

OREGON NORTH STATE PLANE COORDINATE SYSTEM NAD 83 2011

(EPOCH 2010.0) BASED ON STATIC GNSS OBSERVATIONS

PROCESSED THROUGH NATIONAL GEODETIC SURVEY (NGS)

ONLINE POSITIONING USER SERVICES (OPUS) AND ADJUSTED BY

THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS CENTER.

LEGAL DESCRIPTION:

LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 04

SOUTH, RANGE 14 EAST OF THE WILLAMETTE MERIDIAN, CITY OF MAUPIN,

WASCO COUNTY, OREGON

NOTES:

1. THE LOCATION OF EXISTING UNDERGROUND UTILITY FACILITIES SHOWN HEREON ARE BASED ON LOCATE MARKS

REQUESTED FOR THIS SURVEY PER ONE CALL PUBLIC LOCATE TICKET 19237321. THE SURVEYOR ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF THE DELINEATIONS OF SUCH UNDERGROUND UTILITIES BY THE

RESPECTIVE UTILITY OWNERS, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON THE

PLAN. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

2. FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019.

3. PRELIMINARY TITLE REPORT SUPPLEMENT NO. 1. PROVIDED BY WASCO TITLE INC. NO EASEMENTS WITHIN

MAUPIN WORK SITE.

4. EASEMENT ALONG POWERLINE DETERMINED FROM CS-0642, WASCO COUNTY SURVEY RECORDS.

5. CENTERLINE OF BAKEOVEN ROAD WAS DETERMINED BY ROS BOOK 1, PG 45 WASCO COUNTY SURVEY RECORDS.

VERTICAL DATUM:

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON

STATIC GNSS OBSERVATIONS PROCESSED THROUGH NATIONAL

GEODETIC SURVEY (NGS) ONLINE POSITIONING USER SERVICES (OPUS)

AND ADJUSTED BY THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS

CENTER.

CONTROL POINT TABLE

PNT. NO. NORTHING EASTING ELEV.

1 550420.737 8054803.818 1015.41

2 550173.122 8054779.032 1008.61

3 550412.681 8054923.108 1016.39

4 550520.634 8055002.740 1021.09

5 550582.366 8054922.800 1019.83

6 550604.097 8055071.522 1028.00

7 550516.921 8055094.124 1028.58

BAKEOVEN ROAD R.O.W.

EXISTING HELIPAD

(20'x20' LANDING ZONE)

OVERHEAD POWER

20' UTILITY EASEMENT

RETAINING WALL

EDGE OF GRAVEL SHOULDER

25' FRONT SETBACK

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NOTES:

1. ANY UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHALL BE

RELOCATED OR REMOVED AND REPLACED. ANY UNDERGROUND UTILITIES NOT IN

CONFLICT WITH PROPOSED UTILITIES MAY BE ABANDONED IN PLACE. CONTRACTOR

SHALL VERIFY LOCATION OF UTILITIES. FOR ELECTRICAL REMOVALS AND

IMPROVEMENTS, SEE ELECTRICAL SHEETS.

2. AGGREGATE SURFACING THAT IS REMOVED AND STOCKPILED MAY BE USED AS FILL

OR AS A SUBBASE MATERIAL IN VEHICLE MOVEMENT AREAS IF COMPACTED IN

ACCORDANCE WITH THE SPECIFICATIONS. AGGREGATE MATERIAL REMOVED AND

STOCKPILED MAY NOT BE USED FOR FINISH AGGREGATE SURFACE SECTION,

UNDER BUILDINGS, OR AS AGGREGATE BASE UNDER PAVEMENT OR CONCRETE

FLATWORK.

3. REMOVED MATERIAL THAT IS NOT TO BE SALVAGED OR RELOCATED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OFF SITE IN

ACCORDANCE WITH THE SPECIFICATIONS.

4. GOVERNMENT SHALL ARRANGE THE REMOVAL OF THE PROPANE TANK BY THE

SUPPLIER PRIOR TO THE START OF CONSTRUCTION. REMOVAL OF REMAINING GAS

PIPING AND OTHER APPURTENANCES IN CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. OPEN EXCAVATIONS GREATER THAN 2 FEET FROM THE SURROUNDING GRADE

THAT ARE LEFT AFTER THE REMOVAL OF DESIGNATED ITEMS SHALL BE PROTECTED

IN ACCORDANCE WITH THE SPECIFICATIONS.

6. PROPOSED FENCING SHALL BE INSTALLED PRIOR TO, OR CONCURRENT WITH, THE

REMOVAL OF EXISTING FENCING TO MAINTAIN SECURITY OF THE SITE.

TEMPORARY FENCING CONNECTIONS MAY BE REQUIRED AT THE END OF EACH

WORKING DAY TO PROVIDE AN ENCLOSED PERIMETER. CONTRACTOR MAY ELECT

TO ERECT TEMPORARY FENCING OUTSIDE OF THE PROPOSED WORK AREA AT NO

ADDITIONAL COST TO THE GOVERNMENT.

7. PROJECT BENCHMARKS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE

PROTECTED OR NEW BENCHMARKS REESTABLISHED PRIOR TO THE START OF

CONSTRUCTION.

8. COORDINATE REMOVALS WITH THE GOVERNMENT TO ENSURE SITE OPERATIONS

CAN CONTINUE AS REQUIRED DURING CONSTRUCTION.

9. EQUIPMENT SHALL NOT BE PARKED OR UNLOADED WITHIN THE BAKEOVEN ROAD

RIGHT-OF-WAY AT ANY TIME.

10. CONCRETE BLOCK RETAINING WALL SHALL BE CAREFULLY REMOVED AND

STOCKPILED TO AVOID DAMAGE. ACCEPTABLE CONCRETE BLOCKS SHALL BE

REUSED FOR CONSTRUCTION OF THE PROPOSED WALL. BLOCKS SHALL BE

CLEANED PRIOR TO REINSTALLATION ACCORDING TO THE GOVERNMENT.

11. REMOVE AND SALVAGE EXISTING YARD HYDRANT.

12. REMOVE AND SALVAGE EXISTING VALVE BOXES.

13. REMOVE AND SALVAGE EXISTING ELECTRICAL PEDESTALS.

14. REMOVE SANITARY CLEANOUT AND TRAILER DUMP.

REMOVE AND STOCKPILE EXISTING

AGGREGATE SURFACING

52,394 SQ FT (APPROX. 485 CU YD)

CONSTRUCTION

STAGING AND

STORAGE AREA

(± 70'x70')

O F

F I C

E S

H O

SHOP

S H

E D

I L

I N

I L

I N

BAKEOVEN ROAD R.O.W.

CONSTRUCTION LIMITS

EXISTING AGGREGATE

SURFACING TO REMAIN

REMOVE EXISTING BUILDING

AND FOUNDATION

1,095 SQ FT

RELOCATE EXISTING SHED

SEE SHEET C200 FOR LOCATION

REMOVE EXISTING STORAGE

BUILDING AND FOUNDATION

656 SQ FT

REMOVE FIBER OPTIC WHERE CONFLICTING

WITH PROPOSED IMPROVEMENTS OR AS

SHOWN ON ELECTRICAL SHEETS

REMOVE CONCRETE

PAVEMENT

310 SQ FT

REMOVE SANITARY CLEANOUTS

2 EA

REMOVE SANITARY SEWER PIPE

149 FT

REMOVE SANITARY SEWER PIPE

66 FT

REMOVE SANITARY SEWER PIPE

75 FT

REMOVE AND

SALVAGE

CONCRETE BLOCK

RETAINING WALL

61 FT

REMOVE SANITARY

CLEANOUTS

2 EA

REMOVE AND SALVAGE CONCRETE

BLOCK RETAINING WALL

45 FT

REMOVE WOOD

TIMBER STEPS

REMOVE SANITARY SEWER PIPE

147 FT

REMOVE SANITARY

CLEANOUT

REMOVE SANITARY

CLEANOUT

SEE NOTE 14

REMOVE SANITARY

CLEANOUTS

3 EA

REMOVE SANITARY

SEWER PIPE

162 FT

REMOVE SANITARY

CLEANOUT

REMOVE SANITARY

SEWER PIPE

74 FT

REMOVE EXISTING TREES

2 EA

REMOVE EXISTING TREE

REMOVE EXISTING WOOD DECK

REMOVE AND SALVAGE

EXISTING CHAIN LINK FENCE

109 FT

REMOVE AND SALVAGE

EXISTING CHAIN LINK FENCE

252 FT

REMOVE AND SALVAGE

EXISTING DOUBLE GATE

REMOVE AND SALVAGE

EXISTING DOUBLE GATE

REMOVE EXISTING BUILDING

AND FOUNDATION

1,786 SQ FT

REMOVE EXISTING

BUILDING AND

FOUNDATION

821 SQ FT

REMOVE EXISTING

WOOD DECK

REMOVE EXISTING TREES

7 EA

REMOVE EXISTING

PROPANE TANK

(BY SUPPLIER)

REMOVE EXISTING WATER PIPE

186 FT

REMOVE EXISTING

WATER PIPE

94 FT

REMOVE EXISTING WATER PIPE

204 FT

REMOVE EXISTING WATER PIPE

233 FT

PROTECT EXISTING POWER POLE

GUY WIRE AND ANCHOR

REMOVE EXISTING WOOD

DECK AND CONCRETE PAD

REMOVE AND SALVAGE

EXISTING CHAIN LINK FENCE

86 FT

SEE NOTE 11

SEE NOTE 12

SEE NOTE 14

SEE NOTE 13

SEE NOTE 12

SEE NOTE 14

SEE NOTE 12

SEE NOTE 13

SEE NOTE 12

SEE NOTE 13

SEE NOTE 12

25' FRONT SETBACK

CONCRETE TRUCK

WASH OUT FACILITY

METER BASE

SEE ELECTRICAL SHEETS

METER BASE

SEE ELEC. SHEETS M

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

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REMOVAL PLAN

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X C

CXC

X C

DRAINAGE DITCH

DET. 8-C400

FUTURE TRAILER WASH

(BY OTHERS)

MULTI-PURPOSE

BUILDING

CREW

QUARTERS

BUILDING

S H

E D

NEW CHAIN-LINK FENCE,

DET. 1-C404

304 FT

8.5'

22'

P A

22'

6" REINFORCED

CONCRETE PAVEMENT,

DET. 2-C400

1252 SQ FT

SECURE

STORAGE AREA

10'

20'

T R

A I L E

A R

K I N

EMPLOYEE PARKING

G O

K I N

GOV'T

PARKING

E M

P L O

Y E

P A

R K

I N

TRAILER PARKING

40' TRAILER PARKING

NEW 6" AGGREGATE SURFACE,

DET. 1-C400

4,315 SQ YD

BAKEOVEN ROAD R.O.W.

DUMPSTER STORAGE

AREA

6" REINFORCED

CONCRETE PAVEMENT,

DET. 2-C400

371 SQ FT

CONCRETE BLOCK

RETAINING WALL,

DET. 1-C403

44 FT

INSTALL SALVAGED CHAIN-LINK FENCE

WITH NEW PRIVACY SLATS,

DET. 1-C404

112 FT

NEW CHAIN-LINK FENCE,

DET. 1-C404

129 FT

INSTALL SALVAGED CHAIN-LINK FENCE,

DET. 1-C404

93 FT

CONSTRUCTION LIMITS

4" CONCRETE SIDEWALK,

DET. 9-C400

240 SQ FT

4" CONCRETE SIDEWALK,

DET. 9-C400

48 SQ FT

6" REINFORCED

CONCRETE PAVEMENT,

DET. 2-C400

374 SQ FT

INSTALL SALVAGED

CHAIN-LINK FENCE,

DET. 1-C404

125 FT

NEW PRIVACY SLATS IN

EXISTING CHAIN LINK FENCE

318 FT

INSTALL SALVAGED CHAIN-LINK FENCE,

DET. 1-C404

24 FT

INSTALL SALVAGED CHAIN-LINK

DOUBLE SWING GATE,

DET. 1-C405

24 FT

PARKING SPACE LINES ARE

FOR REFERENCE ONLY

PARKING BLOCKS,

DET. 3-C400

7 EA (TOT)

PARKING BLOCKS,

DET. 3-C400

8 EA (TOT)

PARKING BLOCKS,

DET. 3-C400

3 EA (TOT)

PARKING BLOCKS,

9 EA (TOT)

DET. 3-C400

EXISTING FENCE TO

REMAIN

CONNECT TO EXISTING

FENCE AT EXISTING

POST

CONNECT TO EXISTING

FENCE AT EXISTING

POST

4" CONCRETE SIDEWALK

DET. 4,9-C400

709 SQ FT

INSTALL SALVAGED

YARD HYDRANT,

DET. 7-C400

SEE SHEET C303

INSTALL SALVAGED YARD

HYDRANT,

DET. 7-C400

SEE SHEET C303

10'

44'

20'

18'

20'

18'

30'

29'

33'

28'

29'

11.5'

14'

RELOCATED SHED

(PLACE ON COMPACTED

AGGREGATE SURFACE)

30'

303'-7" TO NE CORNER

OF MULTI-PURPOSE

BUILDING

303'-7" TO NE

FENCE CORNER

260'-4

" TO NW

FENCE CORNER

260'-4

" TO NW CORNER OF

MULTI-PURPOSE BUILDING

PARKING BLOCKS,

DET. 3-C400

3 EA (TOT)

N=550224.64

E=8054842.01

N=550243.52

E=8054845.34

N=550284.46

E=8054865.96

N=550363.78

E=8054919.58

N=550359.57

E=8054925.98

N=550482.40

E=8055042.96

N=550495.42

E=8055052.18

CONNECT TO EXISTING

FENCE AT EXISTING POST

N=550509.02

E=8055050.57

CONNECT TO EXISTING

FENCE AT EXISTING POST

N=550515.63

E=8055105.38

N=550516.78

E=8055116.35

N=550582.92

E=8055193.82

N=550592.84

E=8055181.27

N=550436.75

E=8054816.77

N=550431.83

E=8054813.51

N=550440.68

E=8054800.14

N=550365.64

E=8054750.45

N=550352.19

E=8054770.32

N=550338.13

E=8054790.18

25' FRONT SETBACK

21'

15'

PAVEMENT MARKING

SYMBOL

WHITE ON BLUE FIELD

PAVEMENT MARKING LINES

4" YELLOW

ADA SIGN,

1 EA

DET. 1-C406

4" CONCRETE PATIO,

DET. 6-C400

310 SQ FT

4" CONCRETE SIDEWALK,

DET. 4,9-C400

234 SQ FT

ADA SIGN,

DET 1-C406

PAVEMENT MARKING

LINES

4" YELLOW

CONCRETE

JOINTING (TYP.)

CONCRETE

JOINTING (TYP.)

INSTALL RV

TRAILER DUMP,

DET. 1-C401

SEE SHEET C308

INSTALL RV

TRAILER DUMP,

DET. 1-C401

SEE SHEET C306

LIGHT POLES (TYP.)

SEE "E" SHEETS

RV ELECTRICAL

PEDESTAL (TYP.)

SEE ELECTRICAL

SHEETS

METER BASE

SEE "E" SHEETS

METER BASE

SEE "E" SHEETS

R5'

R60'

R40'

R10'

R20'

R40'

R7'

R10'

R5'

R10'

R64'

R40'

R20'

R8'

NOTES:

1. SEE GRADING PLANS, SHEETS C202 TO C204 FOR ADDITIONAL LAYOUT INFORMATION.

2. PARKING SPACE LINES ARE FOR LAYOUT REFERENCE AND GUIDANCE ONLY AND DO

NOT REPRESENT PHYSICAL FEATURES TO BE INSTALLED AS PART OF THE PROJECT.

PAVEMENT MARKING

SYMBOL

WHITE ON BLUE FIELD

EQUIPMENT PADS,

DET. 3-C402

SEE "M" SHEETS

EQUIPMENT PADS,

DET. 3-C402

SEE "M" SHEETS

THICKENED EDGE

SIDEWALK AND PATIO

126 FT (TOTAL)

DET. 4,6-C400

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

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C200

SITE PLAN

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X C

CXC

X C

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P-BUR

P B

U R

T B

U R

T-BUR T-BUR

MULTI-PURPOSE

BUILDING

CREW

QUARTERS

BUILDING

BAKEOVEN ROAD R.O.W.

DUMPSTER STORAGE

AREA

CONSTRUCTION LIMITS

EXISTING FENCE

NEW WATER MAIN

NEW SEWER MAIN

CONNECT TO EXISTING SEWER

CONNECT TO EXISTING WATER

NEW TRAILER DUMP

INSTALL SALVAGED YARD HYDRANT

NEW TRAILER DUMP

EDGE OF PROPOSED GRAVEL

NEW SEWER SERVICE

NEW WATER SERVICE

NEW SEWER SERVICE

NEW WATER SERVICE

NEW SEWER SERVICE

NEW WATER

SERVICE

PROPOSED DRAINAGE DITCH

NEW CLEANOUT (TYP.)

NEW UNDERGROUND ELECTRICAL

SEE "E" SHEETS

NEW UNDERGROUND ELECTRICAL

SEE "E" SHEETS

NEW UNDERGROUND ELECTRICAL

SEE "E" SHEETS

METER BASE

SEE "E" SHEETS

METER BASE

SEE "E" SHEETS

NEW UNDERGROUND ELECTRICAL

SEE "E" SHEETS

NOTES:

1. SEE GRADING PLANS, SHEETS C202 TO C204 FOR ADDITIONAL LAYOUT INFORMATION.

2. PARKING SPACE LINES ARE FOR LAYOUT REFERENCE AND GUIDANCE ONLY AND DO

NOT REPRESENT PHYSICAL FEATURES TO BE INSTALLED AS PART OF THE PROJECT.

RELOCATED COMMUNICATION LINE

SEE "E" SHEETS

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

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SITE PLAN WITH

UTILITIES

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AutoCAD SHX Text

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X C

CXC

X C

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P-BUR

P B

U R

T B

U R

T-BUR T-BUR

1028.2±

MATCH EXISTING

1028.65±

MATCH EXISTING

MULTI-PURPOSE

BUILDING.

FF ELEV. = 1016.83'

CREW

QUARTERS

BUILDING

FF ELEV. =

1029.90'

5.00%

2.69%

RETAINING

WALL

RETAINING

WALL

2' SHOULDER

@ 5.00%

8.5'

22.0'

R10.0'

R7.5'

2.57%

0.00%

0.01%

0.00%

POINTS TABLE

POINT #

NORTHING

550375.65

550435.68

550423.54

550504.28

550545.45

550591.33

550611.52

550614.67

550641.34

550672.35

550682.94

550661.21

EASTING

8054757.08

8054796.83

8054815.17

8054869.37

8054897.00

8054927.77

8054949.64

8054953.05

8054970.94

8054991.73

8054982.09

8055008.35

ELEVATION

1014.96

1015.17

1015.57

1014.93

1016.57

1019.87

1020.97

1021.23

1023.05

1021.83

1023.45

POINTS TABLE

POINT #

NORTHING

550630.20

550621.84

550661.62

550650.48

550617.26

550603.99

550597.43

550598.09

550611.18

550594.39

550591.20

550587.21

EASTING

8054987.55

8055000.01

8055026.68

8055043.29

8055021.01

8055022.94

8055030.85

8055037.89

8055048.74

8055068.92

8055072.77

8055077.59

ELEVATION

1023.45

1024.93

1025.38

1025.78

1026.69

1027.51

1028.14

1029.52

1028.78

1028.75

POINTS TABLE

POINT #

NORTHING

550567.79

550556.94

550550.85

550561.69

550527.16

550529.62

550555.02

550586.48

550593.92

550558.48

550507.14

550471.24

EASTING

8055101.10

8055114.19

8055087.06

8055073.97

8055089.51

8055058.52

8055044.41

8055006.45

8054969.15

8054963.48

8055035.97

8055010.55

ELEVATION

1029.03

1028.70

1028.63

1028.67

1028.18

1028.34

1025.93

1021.96

1019.41

1021.19

1019.99

POINTS TABLE

POINT #

NORTHING

550520.11

550510.82

550494.62

550492.87

550497.83

550463.07

550391.26

550359.79

550352.51

550350.42

550349.85

550342.84

EASTING

8054941.52

8054925.81

8054931.34

8054952.17

8054955.69

8055004.77

8054953.91

8054908.37

8054879.98

8054875.95

8054875.53

8054876.73

ELEVATION

1018.30

1016.90

1016.61

1016.72

1016.84

1018.04

1016.15

1015.33

1015.80

1015.64

1015.61

1015.34

POINTS TABLE

POINT #

NORTHING

550334.26

550311.64

550319.40

550318.01

550300.95

550337.35

550353.34

550363.50

550408.98

550381.15

550418.51

550411.86

EASTING

8054889.00

8054874.28

8054861.44

8054854.77

8054842.69

8054791.27

8054768.69

8054775.42

8054839.10

8054880.64

8054905.73

8054915.66

ELEVATION

1014.89

1014.08

1014.23

1014.00

1013.37

1014.32

1014.65

1014.77

1016.38

1016.50

1016.38

POINTS TABLE

POINT #

NORTHING

550432.63

550439.28

550457.46

550474.68

550484.56

550489.55

550479.53

550460.91

550444.54

550428.17

550402.67

EASTING

8054929.57

8054919.64

8054903.28

8054903.03

8054887.98

8054891.32

8054906.27

8054934.07

8054935.14

8054936.21

8054929.37

ELEVATION

1016.38

1016.50

1016.74

1016.14

1016.02

1015.72

1015.90

1016.24

1016.46

1016.30

1016.04

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

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C202

GRADING PLAN

DRAINAGE DITCH

DET. 8-C400

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text E

X C

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

CREW QUARTERS

FF ELEV. = 1029.90

-1 :4

262 263

1.40%

1.3 8%

2.32%

2.88%

CONSTRUCTION LIMITS

1.40%

6" STEP

MATCH FINISHED

FLOOR

MATCH FINISHED

FLOOR

272273

CREW QUARTERS BLDG

POINTS

POINT #

NORTHING

550621.19

550627.48

550634.82

550632.51

550649.86

550649.93

550645.88

550645.95

550648.97

550649.04

550625.10

550622.01

550614.23

EASTING

8055102.22

8055107.43

8055098.58

8055096.66

8055075.72

8055075.71

8055072.42

8055068.70

8055068.69

8055048.92

8055048.89

8055052.64

8055052.61

8055052.90

ELEVATION

1029.90

1029.74

1028.98

1029.82

1029.07

1029.75

1028.99

1029.75

1029.00

1029.82

1028.82

1029.61

CREW QUARTERS BLDG

POINTS

POINT #

NORTHING

550610.38

550613.67

550613.70

550611.18

550598.27

550594.42

550601.87

550605.34

550598.90

550595.44

550596.11

550595.08

550591.23

550599.30

550587.25

EASTING

8055049.71

8055045.73

8055048.74

8055072.15

8055068.96

8055069.89

8055072.76

8055080.53

8055077.66

8055076.85

8055076.00

8055072.81

8055073.00

8055077.62

ELEVATION

1029.54

1029.47

1028.47

1029.52

1029.35

1029.28

1029.86

1029.90

1029.86

1029.35

1029.28

1029.86

1029.03

CREW QUARTERS BLDG

POINTS

POINT #

NORTHING

550591.10

550578.78

550567.79

550561.69

550550.85

550556.94

550552.95

550549.65

550556.80

550553.50

550567.53

550570.83

550572.15

550575.44

550572.15

EASTING

8055080.81

8055087.83

8055101.10

8055073.97

8055087.06

8055114.19

8055119.00

8055122.98

8055122.19

8055126.17

8055137.80

8055133.82

8055141.63

8055137.65

8055141.65

ELEVATION

1029.10

1029.03

1028.63

1028.70

1029.03

1029.26

1029.10

1029.38

1029.80

1029.90

1029.80

1029.90

1029.79

CREW QUARTERS BLDG

POINTS

POINT #

NORTHING

550585.16

550510.15

550509.37

550513.63

550515.59

550518.14

550518.75

550547.74

550548.37

550565.71

550566.35

550570.33

550570.97

550578.73

550579.37

EASTING

8055145.77

8055100.48

8055103.44

8055102.11

8055100.90

8055102.89

8055102.10

8055125.29

8055124.52

8055140.18

8055139.41

8055144.01

8055143.24

8055150.97

8055150.20

ELEVATION

1029.25

1028.09

1028.12

1028.18

1028.19

1028.25

1028.76

1029.30

1029.18

CREW QUARTERS BLDG

POINTS

POINT #

NORTHING

550590.18

550589.49

550632.10

550632.81

550656.64

550657.57

550658.79

550659.77

550665.77

550666.75

550667.86

550668.83

550611.14

550598.09

EASTING

8055150.10

8055149.38

8055111.26

8055111.97

8055081.33

8055081.77

8055048.86

8055049.07

8055029.47

8055029.70

8055012.80

8055013.08

8055048.71

8055037.89

ELEVATION

1029.07

1028.50

1027.75

1024.78

1024.13

1022.45

1028.65

1028.14

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C203

GRADING PLAN -

CREW QUARTERS

feetscale

10 2010

AutoCAD SHX Text E

X C

XCXC

X C

P B

U R

T B

U R

T-BUR T-BUR T-BUR T-BUR T-BUR

MULTI-PURPOSE

BUILDING

FF ELEV. = 1016.83

1.50%

NOTES:

1. SEE SHEET C403 FOR RETAINING WALL PROFILES AND DETAILS.

MULTI-PURPOSE BLDG

POINTS

POINT #

NORTHING

550408.98

550381.15

550406.07

550406.05

550423.33

550433.90

550418.51

550411.86

550432.63

550439.31

EASTING

8054839.10

8054880.64

8054897.33

8054897.38

8054871.58

8054855.80

8054905.73

8054915.66

8054929.57

8054919.60

ELEVATION

1016.38

1016.83

1016.50

1016.83

1016.50

1016.38

1016.83

MULTI-PURPOSE BLDG

POINTS

POINT #

NORTHING

550439.28

550452.48

550457.46

550456.93

550461.92

550462.91

550474.68

550484.56

550472.93

550467.95

EASTING

8054919.64

8054899.94

8054903.28

8054893.29

8054896.63

8054895.14

8054903.03

8054887.98

8054880.19

8054876.85

ELEVATION

1016.50

1016.83

1016.74

1016.83

1016.74

1016.14

1016.02

1016.74

1016.83

MULTI-PURPOSE BLDG

POINTS

POINT #

NORTHING

550481.93

550477.67

550469.36

550436.13

550419.51

550411.42

550419.53

550436.16

550469.39

550477.70

EASTING

8054885.05

8054880.30

8054874.73

8054852.47

8054841.34

8054839.62

8054841.29

8054852.43

8054874.69

8054880.26

ELEVATION

1016.23

1016.46

1016.83

1016.54

1016.42

1016.25

1015.83

1016.07

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C204

GRADING PLAN -

MULTI-PURPOSE

feetscale

10 2010

AutoCAD SHX Text P

X C

CXC

X C

NOTES:

1. PERIMETER EROSION FENCE SHALL BE INSTALLED PRIOR TO THE START OF ANY EXCAVATION OR SOIL

DISTURBANCE. STOCKPILES SHALL HAVE PERIMETER EROSION FENCE INSTALLED AROUND THEM AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. STOCKPILES SHALL NOT EXCEED 8 FEET IN HEIGHT WITHOUT PERMISSION OF THE GOVERNMENT. STOCKPILES

SHALL BE MAINTAINED A MINIMUM OF 20 FEET FROM THE TOP OF CLIFF BREAKLINE.

3. EROSION AND TURF REINFORCEMENT MATS SHALL BE INSTALLED IMMEDIATELY AFTER SEEDING.

4. CONTRACTOR SHALL STAGE CONSTRUCTION TO ALLOW PERMANENT SEEDING IMMEDIATELY AFTER FINAL

GRADING.

5. EROSION AND SEDIMENT CONTROL MEASURES ARE THE MINIMUM REQUIRED AND ADDITIONAL MEASURES MAY

NEED TO BE INSTALLED BY THE CONTRACTOR DURING CONSTRUCTION. ALL EROSION AND SEDIMENT CONTROLS

ARE TEMPORARY, EXCEPT FOR THE RIPRAP DITCH CHECKS.

MULTI-PURPOSE

BUILDING

CREW

QUARTERS

BUILDING

S H

E D

P A

SECURE

STORAGE AREA

T R

A I L E

P A

R K

I N

EMPLOYEE PARKING

G O

K I N

GOV'T

PARKING

E M

P L O

Y E

P A

R K

I N

TRAILER PARKING

40' TRAILER PARKING

BAKEOVEN ROAD R.O.W.

DUMPSTER STORAGE

AREA

PERIMETER EROSION FENCE,

DET. 2-C406

117 FT

CONSTRUCTION LIMITS

PERIMETER EROSION FENCE,

DET. 2-C406

187 FT

EROSION CONTROL MAT,

DET. 1-C408

617 SY

PERIMETER EROSION FENCE,

DET. 2-C406

16 FT

PERIMETER EROSION FENCE,

DET. 2-C406

506 FT

RIPRAP DITCH CHECK,

DET. 2-C409

3 EA (TOT)

FLEXIBLE CHANNEL LINER,

DET. 1-C408

163 SY

CULVERT INLET PROTECTION,

DET. 1-C407

CULVERT INLET PROTECTION,

DET. 1-C407

CONSTRUCTION LIMITS

PERIMETER EROSION FENCE,

DET. 2-C406

62 FT

PERIMETER EROSION FENCE,

DET. 2-C406

64 FT

STAGING

AREA

RIPRAP APRON, 12-INCH,

DET. 2-C407

16 TONS

N=550457.35

E=8054827.91

N=550511.16

E=8054864.37

12" DEEP,

48" WIDE

RIPRAP APRON, 12-INCH,

DET. 2-C407

5 TONS

N=550690.41

E=8054987.15

N=550673.85

E=8054975.94

12" DEEP,

48" WIDE

RIPRAP DITCH CHECK,

DET. 2-C409

INSTALL TO BOTTOM OF FENCE FABRIC

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C205

EROSION AND

SEDIMENT CONTROL

feetscale

20 4020

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text E

X C

P B

U R

T -B

U R

T -B

U R

100+10.00

CONNECT TO EXISTING WATER

STA. 100+62.69 = STA. 600+00.00

2" TEE

STA. 100+68.59, 0.00

2" TEE

STA. 101+39.05, 0.00 R

2" 11.25° VERTICAL BEND

STA. 101+49.00, 0.00

2" 11.25° VERTICAL BEND

CAP WITH THRUST BLOCK

BEARING AREA 1.0 SF

STA. 100+68.60, 4.00 L

2" CURB STOP AND BOX, DET. 2-C401

RIM =1016.32

RESTRAIN JOINTS TO CAP

STA. 101+80.69, 0.00

2" CURB STOP AND BOX, DET. 2-C401

RIM =1020.08

2" SDR-26 PVC WATER MAIN, 180 LF

2" SDR-26 PVC WATER MAIN, 8 LF

N=550363.92

E=8054904.58

°2

Δ = 07°58'06"

L = 41.72 R = 300.00

°1

" E

STA. 101+88.69, 0.00 = STA. 200+00.00

N=550524.88

E=8055002.27

SEE SHEET C304

100+00 101+00 102+00 102+25

EXISTING GROUND

PROPOSED GRADE

STA. 101+47.10

PROPOSED 4" SANITARY

INV. 1013.85

STA. 100+10.00

CONNECT TO EX. 2" WATER

STA. 100+62.68

2" TEE

STA. 100+68.60

2" TEE

STA. 101+39.05

2" 11.25° VERTICAL BEND

STA. 101+49.00

2" 11.25° VERTICAL BEND

STA. 101+88.69 = STA. 200+00.00

2" TEE

3' (MIN.)

2" SDR-26 PVC WATER MAIN, 180 LF

1.5'

STA. 101+80.69

2" CURB STOP AND BOX, DET. 2-401

RIM = 1020.08

PROPOSED POWER

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C300

WATER PLAN AND

PROFILE

feetscale

10 2010

SEE SHEET C302

SEE SHEET C301

MULTI-PURPOSE

BUILDING

EXISTING GROUND ELEVATION (TYP.)

WATERMAIN INVERT ELEVATION (TYP.)

NOTE:

1. RESTRAINED JOINTS DESIGNATED BY

FOR DISTANCE SHOWN, SEE DETAIL 1-C402 FOR

RESTRAINED JOINT DETAIL.

CONSTRUCTION

LIMITS

W W W W W W

W W

W W W

P -B

U R

P -B

U R

P -B

U R

P -B

U R

P -B

U R

64.65+203

00+200

00+202

00+203

10'

10' 6'

6'6'

SEE SHEET C300

SEE SHEET C302

STA. 200+00.00 = STA. 101+88.69

2" TEE

N=550524.88

E=8055002.27

STA. 200+07.90, 0.01 R

2" CURB STOP AND BOX, DET. 2-C401

RIM =1020.46

STA. 200+43.46, 0.00

2" 90° BEND

DET. 2-C401

N=550499.71

E=8055037.82

STA. 201+09.94, 0.00

2" 90° BEND

N=550553.96

E=8055076.24

STA. 201+21.94, 0.00

2" CURB STOP AND BOX

DET. 2-C401

RIM =1028.53

STA. 201+33.56 = STA. 500+00.00

2" TEE

STA. 201+89.52 = STA. 400+00.00

2" TEE

STA. 202+16.23, 0.01 L

2" CURB STOP AND BOX,

DET. 2-C401

RIM =1024.34

STA. 202+24.23 = STA. 300+00.00

2" TEE

N=550622.65

E=8054984.97

S 54°41'46" E

43.46

N 54°41'46" W

7.41

°2

" W

Δ = 04°20'46"

L = 15.17 R = 200.00

Δ = 04°20'46"

L = 15.17 R = 200.00

N 54°41'46" W

48.02

S 54°41'46" E

70.63

N=550565.70

E=8054944.63

200+00 201+00 202+00 202+50

EXISTING GROUND

PROPOSED GRADE

STA. 201+33.56

2" TEE

STA. 201+89.52 = STA. 400+00.00

2" TEE

STA. 202+24.23 = STA. 300+00.00

2" TEE

STA. 200+00.00 = STA. 101+88.69

2" TEE

3' (MIN.)

STA. 201+18.73

PROPOSED 4" SANITARY

INV. 1023.55

STA. 202+00.14

PROPOSED 4" SANITARY

INV. 1019.67

STA. 202+33.85

PROPOSED 4" SANITARY

INV. 1018.09

1.5'

2.3'

1.6'

2" SDR-26 PVC WATER MAIN, 250 LF

STA. 200+07.90

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1020.46

STA. 202+16.23

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1024.34

STA. 200+43.46

2" 90° HORIZ. BEND

STA. 201+09.94

2" 90° HORIZ. BEND

R1000'

R500'

STA. 201+21.94

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1028.53

STA. 200+40.40

2" 11.25° VERTICAL BEND

STA. 200+76.47

2" 11.25° VERTICAL BEND

10'

20'

12'

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C301

WATER PLAN AND

PROFILE

feetscale

10 2010

SEE SHEET C302

MATCHLINE STA. 202+50.00

SEE SHEET C303

EXISTING GROUND ELEVATION (TYP.)

WATERMAIN INVERT ELEVATION (TYP.)

CONSTRUCTION LIMITS

NOTE:

1. WATERLINE LOOP IS STATIONED COUNTERCLOCKWISE

FROM TEE.

STA. 200+00.00 = STA. 203+64.65

2. RESTRAINED JOINTS DESIGNATED BY

FOR DISTANCE SHOWN, SEE DETAIL 1-C402 FOR

RESTRAINED JOINT DETAIL.

W W W W W W

W W

W W W

64.65+203

00+200

00+202

00+203

10'

STA. 202+94.02, 0.00

2" 90° BEND

N=550565.70

E=8054944.63

STA. 203+56.65, 0.00 L

2" CURB STOP AND BOX,

DET. 2-C401

RIM =1020.14

CONSTRUCTION LIMITS

S 54°41'46" E

43.46

°2

" W

N 54°41'46" W

48.02

S 54°41'46" E

70.63

202+50 203+00 204+00

3' (MIN.)

EXISTING GROUND

PROPOSED GRADE

R300'

20'

STA. 202+94.02

2" 90° HORIZ. BEND

STA. 203+56.65

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1020.14

STA. 203+64.65 = STA. 101+88.69

2" TEE

2" SDR-26 PVC WATER MAIN, 116 LF

EXISTING FIBER OPTIC

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C302

WATER PLAN AND

PROFILE

feetscale

10 2010

SEE SHEET C301

MATCHLINE STA. 202+50.00

SEE SHEET C300

SEE SHEET C301

SEE SHEET C303

EXISTING GROUND ELEVATION (TYP.)

WATERMAIN INVERT ELEVATION (TYP.)

NOTE:

1. WATERLINE LOOP IS STATIONED COUNTERCLOCKWISE

FROM TEE. STA. 200+00.00 = STA. 203+64.65

2. RESTRAINED JOINTS DESIGNATED BY

FOR DISTANCE SHOWN, SEE DETAIL 1-C402 FOR

RESTRAINED JOINT DETAIL.

W W W W W

W W

P B

U R

P B

U R

P B

U R

P B

U R

00+300 47+300

28'

STA. 300+37.00, 0.00

YARD HYDRANT WITH

4'x4' CONCRETE PAD, DET. 7-C400

N=550652.85

E=8055006.35

STA. 300+07.99, 0.00

2" CURB STOP AND BOX,

DET. 2-C401

RIM =1023.55

CONSTRUCTION LIMITS

N 35°18'16" E

47.00

STA. 300+00.00 = STA. 202+24.23

N=550622.65

E=8054984.97

300+00 300+50

3' (MIN.)

PROPOSED GRADE

EXISTING GROUND

STA. 300+07.99

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1023.55

28'

YARD HYDRANT WITH

4'x4' CONCRETE PAD, DET. 7-C400

PROPOSED POWER

2" SDR-26 PVC SERVICE, 37 LF

STA. 300+00.00 = STA. 202+24.23

2" TEE

W W W W

W W

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

00+400 58.50+400

STA. 400+48.64, 0.00

YARD HYDRANT WITH

4'x4' CONCRETE PAD, DET. 7-C400

N=550642.17

E=8055041.33

28'

STA. 400+08.00, 0.00

2" CURB STOP AND BOX,

DET. 2-C401

RIM =1026.89

N 35°18'14" E

58.50

STA. 400+00.00 = STA. 201+89.52

N=550602.59

E=8055013.30

400+00 400+75

3' (MIN.)

PROPOSED GRADE

EXISTING GROUND

2" SDR-26 PVC SERVICE, 50 LF

28'

STA. 400+08.00

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1026.22

YARD HYDRANT WITH

4'x4' CONCRETE PAD, DET. 7-C400

PROPOSED

POWER

STA. 400+00.00 = STA. 201+89.52

2" TEE

M A

W O

N S

, O

ITE

D S

S D

O F

U O

N D

M A

N A

Pr oj ec t S ta tu s Iss ue D at e

L C

5/1 9/2

De sig ne d B y

Re vie we d B y

5/1

9/2

5/1

9/2

ILL

C303

WATER PLAN AND

PROFILE

feetscale

10 2010

SEE SHEET C301

feetscale

10 2010

SEE THIS SHEET

SEE SHEET C301

SEE THIS SHEET

2" SDR-26 PVC SERVICE, 37 LF

EXISTING GROUND ELEVATION (TYP.)

WATERMAIN INVERT ELEVATION (TYP.)

EXISTING GROUND ELEVATION (TYP.)

WATERMAIN INVERT ELEVATION (TYP.)

CREW QUARTERS

BUILDING

SEE SHEET C304

NOTE:

1. RESTRAINED JOINTS DESIGNATED BY

S S

W W

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

P B

U R

00+500 50+500

STA. 500+08.00, 0.00

2" CURB STOP AND BOX

RIM =1028.58

STA. 500+33.48, 0.00

CONNECT TO WATER SERVICE

FROM BUILDING

STA. 500+00.00 = STA. 201+33.56.

N=550568.13

E=8055057.36

N 39°39'00" E

50.00

500+00 500+50

PROPOSED GRADE

EXISTING GROUND

STA. 500+08.00

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1028.58

PROPOSED

POWER

(MIN.)

STA. 500+33.48

CONNECT TO 2" WATER SERVICE FROM BUILDING

C R

U A

R T

E R

B U

I L

D I N

2" SDR-26 PVC WATER SERVICE, 34 LF

STA. 500+00.00 = STA. 201+33.56

2" TEE

W W

P -B

U R

T B

U R

T B

U R

T B

U R

T B

U R

T B

U R

STA. 600+08.00, 0.00

2" CURB STOP AND BOX

RIM =1016.35

2"x1" REDUCER

STA. 600+17.20, 0.00

CONNECT TO 1" WATER SERVICE FROM BUILDING

STA. 600+00.00 = STA. 100+62.68

N=550419.72

E=8054933.14

N 62°39'52" W

2.71

Δ = 06°29'02"

L = 16.97 R = 150.00

N 56°10'50" W

10.32

600+00 600+30

M U

L T

I P

U R

P O

I L

D I N

STA. 600+08.00

2" CURB STOP AND BOX,

DET. 2-C401

RIM = 1016.35

PROPOSED GRADE

EXISTING GROUND

STA. 600+17.20

CONNECT TO 1" WATER SERVICE FROM BUILDING

2" x 1" REDUCER

1" SDR-26 PVC WATER SERVICE, 8 LF

2" SDR-26 PVC WATER SERVICE, 10 LF

(MIN.)

STA. 600+00.00 = STA. 100+62.68

2" TEE

M A

W O

V…

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