1000.8e - Montane Park Water Tank Replacement - Bid Set Drawings - Stamped.pdf

PDF 8 MB Posted Apr 30, 2025

Attached to: Montane Park Water Tank Replacement Project
Solicitation number: 2025-5
Issued by: Clear Creek County, Colorado

About this file

Written by GovTribe AI · May 1, 2025

The document is a comprehensive bid set of engineering drawings for the Montane Park Water Tank Replacement Project in Idaho Springs, Colorado, prepared by JVA, Inc. in April 2025. The project involves constructing a new 75,000-gallon concrete water storage tank with associated infrastructure, including a valve vault, tank mixer, booster pump station upgrades, site work, water distribution mains, and demolition of an existing buried tank. The project is located in Clear Creek County and will be undertaken for the City of Idaho Springs, with work spanning multiple engineering disciplines including civil, structural, mechanical, and electrical systems.

The bid set includes detailed technical drawings covering site plans, water line profiles, pump station improvements, tank and vault details, structural specifications, and electrical schematics. The project appears to be funded by the City of Idaho Springs and potentially involves coordination with the U.S. Forest Service, as some parcels are listed as being owned by the Forest Service. The drawings indicate a comprehensive approach to water infrastructure replacement, including considerations for site grading, erosion control, utility connections, and compliance with local and state building and engineering standards. The project will upgrade critical water storage and distribution infrastructure for the Montane Park area, with careful attention to technical specifications, site conditions, and environmental considerations.

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CITY OF IDAHO SPRINGS

MONTANE PARK WATER TANK REPLACEMENT

IDAHO SPRINGS, COLORADO

BID SET

APRIL 2025

JVA, Inc.

PREPARED UNDER THE SUPERVISION OF

CONTACTS

OWNER:

VICINITY MAP

NTS

PROJECT LOCATION MAP

NTS

CITY OF IDAHO SPRINGS

1711 MINER STREET

IDAHO SPRINGS, CO 80452

ANDREW MARSH, CITY ADMINISTRATOR

(303)-567-2400

ADMIN@IDAHOSPRINGSCO.COM

SURVEYOR:

GEOTECHNICAL:

FLATIRONS, INC.

3825 IRIS AVE, SUITE 395

BOULDER, CO 80301

TOM WILLIS, PRESIDENT

(303) 443-7001

TWILLIS@FLATIRONSINC.COM

MARTINEZ ASSOCIATES, INC.

14025 WEST 66TH AVE

AURORA, CO 80004

JERE A STRICKLAND, PE

(303) 459-2216

JSTRICKLAND@MARTINEZTESTING.COM

DRAWING INDEX

SHEET NO. TITLE

DENVER

FORT COLLINS

PUEBLO

COLORADO SPRINGS

GRAND JUNCTION

FORT MORGAN

GLENWOOD SPRINGS

DURANGO

STEAMBOAT

SPRINGS

LIMON

BOULDER

WINTER PARK

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ENVIRONMENTAL ENGINEER: JVA, INC

1319 SPRUCE STREET

BOULDER, CO 80302

ROBERT ANDERSON, P.E.

(303) 565-4916

RANDERSON@JVAJVA.COM

PROJECT LOCATION

G0.0 COVER

G0.1 LEGEND, NOTES, AND ABBREVIATIONS

CE1.0 EROSION CONTROL PLAN

C1.0 OVERALL SITE PLAN

C2.0 MONTANE PUMP STATION & EXISTING TANK SITE PLAN

C2.1 TANK GRADING & SITE PLAN

C3.0 MONTANE TANK WATERLINE PLAN & PROFILE

C3.1 MONTANE TANK WATERLINE PLAN & PROFILE

C3.2 MONTANE TANK WATERLINE PLAN & PROFILE

CD3.0 SITE DETAILS

CD3.1 SITE DETAILS

P0.0 MONTANE PUMP STATION DEMO PLAN AND SECTIONS

P1.0 MONTANE PUMP STATION IMPROVEMENT PLAN AND SECTIONS

P2.0 TANK & VALVE VAULT PLAN

P2.1 TANK & VALVE VAULT SECTIONS

P2.2 TANK & VALVE VAULT SECTIONS

S0.0 STRUCTURAL GENERAL NOTES

S0.1 SYMBOLS, ABBREVIATION KEYS, AND SPECIAL INSPECTION

S1.0 TANK PLANS

S1.1 TANK SECTIONS

SD1.0 STRUCTURAL DETAILS

M0.1 MECHANICAL COVER SHEET

M1.0 TANK VALVE VAULT MECHANICAL PLAN

M3.1 MECHANICAL SCHEDULES AND DETAILS

E0.1 ELECTRICAL LEGEND

E1.1 ELECTRICAL ONE-LINE DIAGRAM

E1.2 MIXER & PUMP SCHEMATICS

E1.3 MONTANE PUMP STATION ELECTRICAL PLAN

E1.4 VALVE VAULT TANK ELECTRICAL PLAN

PINES SLOPE RD

SODA HILL

TANK

MINER ST

CLEAR CREEK

HIDDEN W

ILDERNESS RD

STRUCTURAL ENGINEER: JVA, INC

1319 SPRUCE STREET

BOULDER, CO 80302

ADAM TEUNISSEN, P.E.

(303) 565-4936

ATEUNISSEN@JVAJVA.COM

ELECTRICAL ENGINEER: JVA, INC

1319 SPRUCE STREET

BOULDER, CO 80302

NICK FRANK

(303) 444-1951

NFRANK@JVAJVA.COM

PROJECT VICINITY

MECHANICAL ENGINEER: BRYAN MOEN, P.E.

(303) 907-4285

BMOEN@MECENGR.COM

MEC, INC.

4191 W 98TH WAY

WESTMINSTER, CO 80031

28923RO

RT J. ANDERSO

PROFESS I ONA L ENG I N

RADO REG ISTERED

04/30/2025

ABBREVIATIONS DESIGN LEGEND GENERAL NOTES

SURVEY LEGEND

DETAIL MARKER

DETAIL TITLE

SCALE

C1.0

DETAIL NUMBER IDENTIFICATION

SHEET WHERE THE DETAIL IS DRAWN

- INDICATES SAME DRAWING

REVISION CLOUD

REVISION NUMBER

DETAIL NUMBER IDENTIFICATION

SHEET WHERE THE SECTION OR

ELEVATION IS CUT OR CALLED OUT

- INDICATES SAME DRAWING

A SECTION NUMBER IDENTIFICATION

SHEET WHERE THE SECTION IS

- INDICATES SAME DRAWING

SECTION CALLOUT

BENCHMARK

FLARED END SECTION W/ RIPRAP

TEE W/ THRUST BLOCK

BEND W/ THRUST BLOCK

END CAP W/ THRUST BLOCK

GATE VALVE

REDUCER/INCREASER

FIRE HYDRANT

FLOW LINE OF DITCH OR WASH

FENCE

PROPOSED SPOT ELEVATION

EXIST SPOT ELEVATION

SLOPE ARROW5.0%

03.54

03.3

ASPHALT PAVING

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

EXIST INDEX CONTOUR

EXIST INTERMEDIATE CONTOUR

PROPERTY LINE

EASEMENT LINE

LIMITS OF WORK

LIMITS OF SAWCUT

MATCHLINE

PROPOSED BUILDING

ADJACENT PROPERTY LINE/ROW

GRAVEL

CONCRETE

EDGE OF ASPHALT

GRAVEL

FENCE

SIGN

WATER LINE

WATER VALVE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAINAGE LINE

STORM DRAINAGE MANHOLE

CURB INLET

UNDERGROUND ELECTRICAL LINE

ELECTRICAL TRANSFORMER

LIGHT POLE

DECORATIVE LIGHT

FIBEROPTIC LINE

TELEPHONE LINE

TELEPHONE RISER

GAS LINE

INDICATION OF ACCESS

ELECTRICAL RISER

ELECTRIC VAULT

MAILBOX

WATER METER

OVERHEAD ELECTRICAL LINE

GUY WIRE

ELECTRICAL POLE

BOULDER

GUARDRAIL

BOLLARD

BUILDING

CONIFEROUS TREE (TRUNK

DIAMETER/DRIP LINE RADIUS)

DECIDUOUS TREE (TRUNK

DIAMETER/DRIP LINE RADIUS)

NOTE: SHADED ITEMS REPRESENT EXIST FEATURES

FOUND MONUMENT

BENCHMARK AS DESCRIBED

FOUND MONUMENT

AS MEASURED AT TIME OF SURVEY

PLAT

TEST CP

UTILITY LOCATED FROM MAP

CALCULATED FROM RECORD AND AS

MEASURED INFORMATION

RECORDED

FH FIRE HYDRANT

ADDL

ADDM

ADJ

ALT

AMT

ARCH

ASPH

ASSY

ASPHALTIC CONCRETE PAVING

ADDITIONAL

ADDENDUM

ADJUSTABLE

ALUMINUM

ALTERNATE

AMOUNT

ARCHITECT(URAL)

ASPHALT

ASSEMBLY

APPROXIMATEAPPROX

ASYM

BFV

BLDG

BLK

BSMT

ASYMMETRICAL

BACK OF CURB

BUTTERFLY VALVE

BUILDING

BLOCK

BENCH MARK

BACKSIGHT

BASEMENT

CCW

CIP

CLR

CMP

CONC

CONST

CONT

DIA

DIP

CATCH BASIN

COUNTER CLOCKWISE

CAST IRON PIPE

CONSTRUCTION JOINT

CENTER LINE OR CHAIN LINK

CLEAR

CORRUGATED METAL PIPE

CLEANOUT

CONCRETE

CONSTRUCTION

CONTINUOUS(ATION)

CONCENTRIC REDUCER

DIAMETER

DUCTILE IRON PIPE

DOWN

DRAIN

DWG

DWL

ELB

ELEC

ENGR

EQUIV

ESMT

EST

EXP JT

EXIST

FND

DRAWING

DOWEL

ELEVATION

ELBOW

ELECTRICAL

ENGINEER

EQUIPMENT

EQUIVALENT

EASEMENT

ESTIMATE

EACH WAY

EXPANSION JOINT

EXISTING

FOUNDATION

EQUIP

FES

FOC

FPM

FPS

FTG

GAL

GALV

GIP

GND

GPD

GPM

FLARED END SECTION

FINISH GRADE

FLOW LINE

FENCE

FACE OF CONCRETE

FEET PER MINUTE

FEET PER SECOND

FOOTING OR FITTING

GAS

GALLON

GALVANIZED

GALVANIZED IRON PIPE

GROUND

GALLONS PER DAY

GALLONS PER MINUTE

GATE VALVE

HDWL

HNDRL

HORIZ

HVAC

HWL

HWY

HYD

INSUL

INV

HOSE BIB

HEADWALL

HAND RAIL

HORIZONTAL

HOUR

HEATING, VENTILATION,

HIGH WATER LINE

HIGHWAY

HYDRANT

INSIDE DIAMETER

INLET

INSULATION

INVERT

KNOCKOUTKO

KPL

KWY

MAINT

MAN

MATL

MAX

MECH

MFR

KICK PLATE

KEYWAY

LEFT OR LITER

LINEAR FOOT

LOW POINT

LIGHT

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

AIR CONDITIONING

MIN

MISC

NIC

NTS

OPP

OPT

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

OPTIONAL

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF VERTICAL INTERSECTION

PROPERTY LINE

POLYETHYLENE

PVI

PREFAB

PRELIM

PREP

PROP

PRV

PSF

PSI

PVC

PVMT

PREFABRICATED

PRELIMINARY

PREPARATION

PROPOSED

PRESSURE REDUCING VALVE OR

PRESSURE RELIEF VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT OF TANGENCY

PLUG VALVE

POLYVINYL CHLORIDE OR

PAVEMENT

QUANTITY

RADIUS

REINFORCED CONCRETE PIPE

ROOF DRAIN

REFERENCE

RECTANGULAR

REINFORCE (D) (ING) (MENT)

REQUIRED

RIGHT OF WAY

QTY

RAD

RCP

RECT

REINF

REQD

ROW

SECT

SPEC

SQ FT

SQ YD

SST

STA

STD

STL

STRUCT

SYM

SAWCUT

STORM DRAIN

SECTION

SPECIFICATION

SQUARE

SQUARE FOOT

SQUARE YARD

SANITARY SEWER

STAINLESS STEEL

STATION

STANDARD

STEEL

STRUCTURAL

SYMMETRICAL

TEMPORARY BENCH MARK

TOP OF CONCRETE OR TOP OF CURB

TEMPORARY

TOTAL

TOP OF WALL OR CAP OF WALL

TYPICAL

TBM

TOC

TEMP

TOT

TYP

VERT

W/ W/O

VERTICAL

WITH

WITHOUT

WASTEWATER

ABAN ABANDON

CMU CONCRETE MASONRY UNIT

DIAGONALDIAG

ECCENTRICECC

GAUGEGA

EJ EXPANSION JT

AUTOMATICAUTO

AVG AVERAGE

ARV AIR RELIEF VALVE

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

BMP BEST MANAGEMENT PRACTICE

CDOT COLORADO DEPARTMENT OF TRANSPORTATION

CORNERCOR

CENTERCTR

CY CUBIC YARDS

DEMOLITIONDEMO

EA EACH

EQ EQUAL

EDGE OF PAVEMENTEOP

FEETFT

GRATINGGRTG

GALVANIZED STEEL PIPEGSP

HIGHH

INCL INCLUDED

JTS JOINTS

LOW WATER LEVELLWL

NORTHN

NATIONAL PIPE THREADNPT

POINT OF CURVE RETURNPCR

SWMP STORMWATER MANAGEMENT PLAN

THK THICK

TOB TOP OF BANK

PRESSURE CLEAN OUTPCO

UNDERGROUND ELECTRICUGE

UNIFORM BUILDING CODEUBC

WIDE OR WIDTHW

AASHTO AMERICAN ASSOC. OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AMERICAN WATER WORKS ASSOC.AWWA

E EAST

POINT OF VERTICAL CURVATURE

FF FINISH FLOOR

BVCE

BVCS

BEGIN VERTICAL CURVE ELEVATION

BEGIN VERTICAL CURVE STATION

EVCE

EVCS

END VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

POINT OF VERTICAL CURVATUREVC

SQUARE INCHSQ IN

WSE WATER SURFACE ELEVATION

SPD STANDARD PROCTOR DENSITY

HE HORIZONTAL ELLIPTICAL

GCO GRADE CLEANOUT

BOTTOMBOT

UTILITYUTIL

LANDSCAPE(ING)LSCAPE

THRUST BLOCKTB

HIGH POINTHP

R RIGHT

TBC TOP BACK OF CURB

WATER QUALITY CONTROL ELEVATIONWQCE

IRR IRRIGATION

DOM DOMESTIC

VITRIFIED CLAY PIPEVCP

BW BOTTOM OF WALL

BOTTOM OF STEPBOS

TOP OF STEPTOS

ME MATCH EXISTING

GR GRATE

SERVICESVC

BG FINISHED GRADE ADJACENT TO BOTTOM OF WALL

TG FINISHED GRADE ADJACENT TO TOP OF WALL

X SECT

CROSS SECTION

YARD HYDRANT

XFMR ELECTRONIC TRANSFORMER

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE IDAHO SPRINGS, CLEAR CREEK COUNTY, COLORADO DEPARTMENT OF TRANSPORTATION, CLEAR CREEK FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE CLEAR CREEK FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS. IN THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR

SPECIFICATION SHALL APPLY.

2. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH

CONSTRUCTION ACTIVITY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED OWNER, OWNER'S REPRESENTATIVE, AND ENGINEER AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY

THE STANDARDS AND SPECIFICATIONS.

4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN ON PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER.

LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM UTILITY OWNER AND ENGINEER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). SEE SURVEY UTILITY LOCATION INFORMATION BELOW.

5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR OWNER AND/OR CITY APPROVAL AND PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PART VI, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. ALL TEMPORARY AND PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH REGARD TO SIGN SHAPE, COLOR, SIZE, LETTERING, ETC. UNLESS OTHERWISE SPECIFIED. IF APPLICABLE, PART NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS.

6. THE CITY OF IDAHO SPRINGS HAS SECURED A SPECIAL USE PERMIT WITH THE U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE. CONTRACTOR SHALL COMPLY WITH THE REQUIRED CONSTRUCTION

STIPULATIONS PROVIDED IN THE CONTRACT SPECIFICATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS.

8. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER IMPROVEMENTS TO MATCH FINAL PAVEMENT AND FINISHED GRADE ELEVATIONS. ALL MANHOLES SHALL BE FINAL ADJUSTED AFTER PAVING SUCH THAT THE RIM IS ¼” TO ½” BELOW FINISHED ASPHALT. MANHOLES IN UNPAVED AREAS

SHALL BE SET SO THAT THE RIM IS 6” ABOVE FINISHED GRADE.

9. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS. AT CRITICAL AREAS SUCH AS TANK FOUNDATION SLAB AND OTHER SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE WITH MUNICIPAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES.

10. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE ENGINEER AND WITHIN MUNICIPAL STANDARDS. CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS.

11. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18"x18"x6" THICK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC.

12. OWNER TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO

CONSTRUCTION.

13. PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES, END OF FLARED END SECTIONS, ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION.

CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR STRUCTURES AND LENGTH OF FLARED END SECTIONS.

14. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED BY THE MUNICIPALITY OR OWNER'S REPRESENTATIVE.

15. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF COLORADO, MILE HIGH FLOOD DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M-STANDARD PLANS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE APPROVED EROSION CONTROL PLAN.

JURISDICTIONAL AUTHORITY MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AT THE CONTRACTOR'S EXPENSE DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE SITE, AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES AND FOR REMOVING ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY AREAS. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY OWNER AND

MUNICIPALITY.

16. PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT

ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES.

17. LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES TO BE STAKED FOR ENGINEER AND OR OWNER APPROVAL PRIOR TO WORK. CLEANOUTS, JUNCTION BOXES, AND ADJACENT GRADES TO BE RAISED ONE-HALF INCH AT ASPHALT/CONCRETE (OR 1" AT LANDSCAPING) TO PROVIDE POSITIVE DRAINAGE AWAY FROM FEATURES.

18. SURVEY INFORMATION:

18.1. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY FLATIRONS SURVEYING, INC. SEE "TOPOGRAPHIC EXHIBIT" DATED 10/17/2023. PROJECT BENCHMARK ELEVATION: 7982.94' AT #4

REBAR WITH 1" PINK PLASTIC CAP "FLATIRONS CONTROL". THE DATUM IS NAD83-CENTRAL ZONE PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND

REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.

18.2. BASIS OF BEARINGS: SEE PLANS.

18.3. HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE REFERENCED SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS:

BM-1 N 1693832.57 E 2997687.82 ELEV 7982.94'

CP-LS 25373 N 1694024.36 E 2997271.08 ELEV 7794.19'

CP-LS 16406 N 1693523.60 E 2997648.29 ELEV 7975.20'

19. THE CONTRACTOR AT THE CONTRACTORS EXPENSE SHALL FURNISH THE OWNER AND ENGINEER OF RECORD A COMPLETE SET OF CONSTRUCTION RECORD DRAWINGS ("AS-BUILTS") FOR THE CONSTRUCTED IMPROVEMENTS. THE AS-BUILT SET SHALL SHOW SUFFICIENT DIMENSION TIES TO PERMANENT SURFACE FEATURES OR NORTHING/EASTING POINTS FOR ALL BURIED FACILITIES TO ALLOW FOR FUTURE LOCATING. THE AS-BUILT SET SHALL SHOW AS-BUILT CONTOURS AND ELEVATIONS OF ASPHALT AND CONCRETE FLATWORK, FLOWLINES, GRADE BREAKS, STAIRS, CROSS-SLOPES, HIGH AND LOW POINTS, AND ADDITIONAL ELEVATIONS TO DEMONSTRATE IMPROVEMENTS WERE CONSTRUCTED PER PLANS. THE AS-BUILT SET SHALL SHOW ELEVATIONS OF ALL DETENTION/WATER QUALITY FACILITIES, INCLUDING BUT NOT LIMITED TO BERMS, SPILLWAYS, BASIN BOTTOM, PIPE INVERTS, AND CONTROL STRUCTURE FEATURES (AS SURVEYED AND STAMPED BY A CERTIFIED P.L.S.). THE AS-BUILT SET SHALL ALSO INCLUDE ELEVATIONS OF MANHOLES, PIPES, INLETS, GRATES, AND SIZES OF ALL UTILITIES. THE AS-BUILT SET SHALL SHOW ANY AND ALL VARIATIONS FROM THE APPROVED PLAN. ENGINEER WILL PRODUCE FINAL RECORD DRAWINGS.

18.4 SURVEY UTILITY LOCATION INFORMATION PER THE SURVEYOR: SUBSURFACE UTILITIES ARE SHOWN IN APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38-02 QUALITY LEVEL "C" (INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D; INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS), AND BASED ON FIELD MEASUREMENTS PROVIDED BY THE OWNER AND THE CONTRACTOR. SUBSURFACE UTILITIES ARE NOT DEPICTED TO THE EXTENT SET FORTH IN ASCE 38-02 QUALITY LEVELS "A" (INFORMATION OBTAINED THROUGH THE NONDESTRUCTIVE EXPOSURE OF UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.) OR "B" (INFORMATION OBTAINED BY THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL UTILITIES WITHIN THE PROJECT LIMITS. THE INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL.). TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING SHOULD BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY OWNER AND ENGINEER WITH ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.VISIT

HTTPS://WWW.FHWA.DOT.GOV/PROGRAMADMIN/SUEINDEX.CFM FOR MORE INFORMATION.

OS OFFSET

SAN SANITARY

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

ELECTRIC

WATER - 12" AND SMALLER

DETAILDET

MEP MECHANICAL, ELECTRICAL, PLUMBING (ARCH)

GB GRADE BREAK

Know what's below.

before you dig.Call

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N D E S 'D

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CHECKED BY:

JOB #:

DATE:

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A H O S

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O N

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A R K

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E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ZCF

ZCF/JZN

RJA

7950 7955 7960

PARCEL #183536404022

295 DIVIDE VIEW DR

MANGAN ALAN & AMANDA

MOELLER

PARCEL # 183536404020

255 DIVIDE VIEW DR

CAITLIN P GANTT &

PATRICK A MAXWELL

PARCEL

#196101200070

DARLENE POOLE

PARCEL

#183536400011

MANGAN ALAN &

AMANDA MOELLER

PARCEL

#196101300900 US

FOREST SERVICE

PARCEL #196101100603

BONANZA LAND LLC

PARCEL #183536404022

295 DIVIDE VIEW DR

MANGAN ALAN & AMANDA

MOELLER

PARCEL

#196101300900 US

FOREST SERVICE

PARCEL

#196101200070

DARLENE POOLE

PARCEL # 183536404019

245 DIVIDE VIEW DR

GARNETT RICHARD L &

CONSTANCE L PLANCK

PARCEL

#196101300900 US

FOREST SERVICE

PARCEL #183536400022

EQUITY TRUST COMPANY

CUSTODIAN FBO BEI

ZHANG IRA

PARCEL #183536400010

255 DIVDE VIEW DRIVE

CAITLIN P GANTT &

PATRICK A MAXWELL

PARCEL #183536400021

EQUITY TRUST COMPANY

CUSTODIAN FBO BEI

ZHANG IRA

CWA

VTC

MONTANE DR

DIVIDE VIEW DR

HIDDEN WILDERNESS RD

PRIVATE PROPERTY

ACCESS DRIVE

VTC

MONTANE DR

DIVIDE VIEW DR

HIDDEN WILDERNESS RD

\10

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SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL

CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS.

2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS

OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB

ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH

PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION.

VEHICLE TRACKING CONTROL

SILT FENCE

STRAW BALE EROSION BARRIER

EXISTING INDEX CONTOUR

EXISTING INTERMEDIATE CONTOUR

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

CONSTRUCTION FENCE

SEDIMENT CONTROL LOG

CONCRETE WASHOUT AREA

EROSION CONTROL BLANKET

LIMITS OF WORK

VTC

ECB

SCL

CWA

NOTE:

MONTANE PUMP STATION WILL NOT

REQUIRE EROSION CONTROL MEASURES

ZCF

ZCF/JZN

SCALE: 1" = 30'

APPROX EDGE OF ROAD

MONTANE PUMP STATION

(RE:CIVIL, PROCESS, & ELEC)

I-70SO

K R D

MONTANE DR

APPROX EDGE

OF BUILDING

8" DIP WATERLINE

(RE:CIVIL)

DIVIDE VIEW DR

WILDERNESS RD

HID

LAMERTINE PL

I-70

75,000 GAL WATER STORAGE TANK

(RE: CIVIL PROCESS, & ELEC)

EXIST 25,000 GAL TANK

TO BE ABANDONED (SEE

SHEET C2.0)

PARCEL #196101300900 US

FOREST SERVICE

PARCEL #196101100603

BONANZA LAND LLC

PARCEL #196101300900 US

FOREST SERVICE

PARCEL

#196101200070

DARLENE POOLE

PARCEL #183536400011

MANGAN ALAN & AMANDA

MOELLER

PARCEL #183536404022

295 DIVIDE VIEW DR

MANGAN ALAN &

AMANDA MOELLER

PARCEL #183536404022

295 DIVIDE VIEW DR

MANGAN ALAN &

AMANDA MOELLER

PARCEL #183536404025

305 DIVIDE VIEW DR

SUSAN HOWELL

ONSITE BENCHMARK

SET #4 REBAR WITH 1" PINK PLASTIC CAP

"FLATIRONS CONTROL"

ELEV: 7982.94'

HID

N W

ILD

TO DOWNTOWN

IDAHO SPRINGS

IMPROVE HIDDEN WILDERNESS

ROAD THREE SEGMENTS, EACH

50FT LONG, ADD 8" OF CLASS 5

ROAD BASE NATURAL COLORS (40

CY TOTAL). CONTRACTOR TO FIELD

VERIFY LOCATIONS PRIOR TO

PLACEMENT

TEMPORARY MODIFICATIONS AS

REQUIRED FOR ACCESS, REFER

TO USFS REQUIREMENTS

PROJECT ACCESS ROAD SEE

DETAIL SHEET CE1.0

PARCEL #183536400010

255 DIVDE VIEW DRIVE

CAITLIN P GANTT &

PATRICK A MAXWELL

PARCEL #183536400022

EQUITY TRUST COMPANY

CUSTODIAN FBO BEI ZHANG IRA

PARCEL #183536404022

295 DIVIDE VIEW DR

MANGAN ALAN & AMANDA MOELLER

PARCEL #183536400021

EQUITY TRUST COMPANY

CUSTODIAN FBO BEI ZHANG IRA

PARCEL # 183536404019

245 DIVIDE VIEW DR

GARNETT RICHARD L &

CONSTANCE L PLANCK

PARCEL #183536404020

255 DIVDE VIEW DRIVE

CAITLIN P GANTT &

PATRICK A MAXWELL

MONTANE DR

O V E R A

E P

C1.0

SCALE IN FEET

100 100 200

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

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A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ZCF

APPROX LOCATION OF

EXISTING PUMP HOUSE

APPROX EDGE OF

ASPHALT ROAD

APPROX LOCATION

OF EXISTING

GENERATOR

CLEAR CREEK GIS

2' CONTOURS

MONTANE DR

PROPERTY LINE

(TYP)

RE: ELEC & PROCESS

DRAWINGS FOR DETAILS ON

PUMP STATION UPGRADES

EXISTING 6" WATER

MAIN

PARCEL # 183536404019 245

DIVIDE VIEW DR GARNETT

RICHARD L & CONSTANCE L

PLANCK

PARCEL # 183536404020 255

DIVIDE VIEW DR CAITLIN P

GANTT & PATRICK A

MAXWELL

EXISTING TANK TO BE DEMOLISHED IN PLACE BY

DRILLING HOLES IN THE BOTTOM OF THE TANK,

BACKFILLING THE INTERIOR WITH SAND, REMOVING

THE MANHOLE RINGS, AND REMOVING THE VENT

PIPING. RE-GRADE AND SEED DISTURBED GRASS

AREA TO MATCH PRE-CONSTRUCTION CONDITIONS,

COORDINATE WITH HOME OWNER

APPROX 10' UTILITY SETBACK

FROM PROPERTY LINE

GIS PROPERTY LINE

EXIST 10' UTILITY EASEMENT

APPROX EDGE OF BLDG

EXIST WATERLINE

7880 7885

757870

DIVIDE VIEW DR

RECONNECT

WATER SERVICE -

SEE SHEET C3.0

RECONNECT

WATER SERVICE -

SEE SHEET C3.0

APPROX EDGE OF BLDG

REMOVE AND REPLACE EXISTING WATER MAIN

IN SAME TRENCH - SEE SHEET C3.0

CUT AND PLUG 6"

MAIN (2)

REMOVE VALVE

BOX AND BURY

VALVE

WATER MAIN TO

NEW TANK - SEE

SHEET C3.0

M O N

N E P

U M P S

O N

E X

N G T

A N K S

E P

C2.0

SCALE IN FEET

10 10 20

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

MONTANE PUMP STATION PLAN

SCALE: 1" = 10'

EXISTING TANK PLAN

SCALE: 1" = 10'

ZCF

22.00'

44.00'

12' SWING GATE

75,000 GALLON

CONCRETE

WATER STORAGE

TANK (RE:STRUCT)

TANK 8" OVERFLOW

LINE W/ 1.5 CY TYPE M

RIP RAP

CHAINLINK

SECURITY

FENCE

HIDDEN WILDERNESS RD

SEE SHEET C3.0 FOR WATER

MAIN PLAN & PROFILE

PARCEL #196101300900

US FOREST SERVICE

PARCEL #196101300900

US FOREST SERVICE

PARCEL #196101100603

BONANZA LAND LLC

4.00'

VALVE VAULT

ACCESS HATCH

TANK ACCESS HATCH

LOCKABLE FLUSH HYDRANT

W/ WEEP DRAIN

3' MANGATE TO

ACCESS FLUSH

HYDRANT

90.00

90.05

90.00

89.97

89.90

88.40

89.67

88.30

89.82

89.75

89.70

2.0%

7.1%

6.4%

4.4%

2.5%

3.7%

3:1

90.17 90.17

93.28

93.11

89.44 HP

89.21

89.16

1.1%

0.9%

4.0%

CONCRETE STAIRS

RE: PROCESS &

STRUCTRUAL

P2.2 B

P2.1 A

P2.2 C

90 91 92 93 94

CD3.1

5.0'

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10 10 20

R E V

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DRAWN BY:

CHECKED BY:

JOB #:

DATE:

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A H O S

P R

G S M

O N

N E P

A R K

W A

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A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ZCF

PARCEL # 183536404020

255 DIVIDE VIEW DR

CAITLIN P GANTT &

PATRICK A MAXWELL

PARCEL #196101200070

DARLENE POOLE

PARCEL # 183536404019

245 DIVIDE VIEW DR

GARNETT RICHARD L &

CONSTANCE L PLANCK

FOREST SERVICE

1+00

2+00

3+00

4+00

5+0

DIV

IDE

PRIVATE PROPERTY

ACCESS DRIVE

.0'

LIT

GROUNDWATER

BARRIER (TYP)

GROUNDWATER

BARRIER (TYP)

STA 1+34.34

8" 11.25° BEND W/ TB

N1694076.32 E2997529.37

STA 2+97.80

8" 22.5° BEND W/ TB

N1693935.55 E2997476.48

STA 3+52.00

8" 22.5° BEND W/ TB

N1693883.75 E2997461.38

STA 3+70.26

8" 22.5° BEND W/ TB

N1693865.78 E2997464.68

STA 1+22.59

8" 45° BEND W/ TB

N1694087.11 E2997534.01

STA 2+27.66

8" 45° BEND W/ TB

N1693984.41 E2997526.80

STA 1+69.32

8" 11.25° BEND W/ TB

N1694042.12 E2997522.03

STA 2+13.08

3/4" SERVICE TAP

N1693998.73

E2997524.65STA 1+87.29

3/4" SERVICE TAP

N1694024.15 E2997521.77

CD3.0

20 LF 3 4" CU PIPE

RECONNECT TO EXISTING

STA 2+32.66

8" GATE VALVE

N1693980.92 E2997523.21

ELECTRICAL

JUNCTION BOX

CD3.0

CD3.1

8" 11.25° BEND W/ TB

N1694011.57 E2997521.59

8" 11.25° BEND W/ TB

N1693989.44 E2997526.86

8" 11.25° BEND W/ TB

N1693917.19 E2997468.55

20 LF 3 4" CU PIPE

RECONNECT TO EXISTING

CD3.1

8" DIP WATER MAIN

1,6

CD3.0

TRACER WIRE TEST STATION

CD3.1

CD3.0

STA 1+00.00

CONNECT TO EXIST 6" GV W/ 8"x6" REDUCER

AND 2' STUB OF 6" PVC PIPE

N1694109.67 E2997532.80

WATR PROFILE

0+60 0+80 1+20 1+60 1+80

WATR PROFILE

1+80 2+00 2+40 2+80 3+20 3+60 4+00 4+20

EXISTING GRADE

CONTINUOUS POSITIVE GRADE

GROUNDWATER

BARRIER (TYP)

.25 ° B

W / T

.26

.34

° B

D W

/ T B

.53

.59

.25 ° B

W / T

.18

.88

° B

D W

/ T B

.14

.66

.5° B

W / T

.33

.80

.25 ° B

W / T

.38

.80

.5° B

W / T

.47

.00

.25 ° B

W / T

.50

.99

.5° B

W / T

.71

.26

.25 ° B

W / T

.13

.63

11 LF 8" DIP

STA ±2+12.7

6" DIP XING

EXIST TOP ±7867.8

(CONTRACTOR

TO VERIFY)

.25 ° B

W / T

.99

.34

5 LF 8" DIP

4 LF 8" DIP

64 LF 8" DIP 19 LF 8" DIP 33 LF 8" DIP

5 LF 8" DIP

11 LF 8" DIP

164 LF 8" DIP

GROUNDWATER BARRIER

.5° B

W / T

.10

.83

8" G

.14

.66

6" G

V W

/ 8 "x

6" R

D 2'

O F

6" P

.59

.00

8" D

.25 ° B

W / T

.30

.32

22 LF 8" D

8" D

M O N

N E T

A N K W

N E

P R O

C3.0

SCALE IN FEET

20 20 40

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

MONTANE TANK WATERLINE PLAN

SCALE: 1" = 20'

INE

- S

T C3 .1

MONTANE TANK WATERLINE PROFILE

SCALE: 1"=20' HORIZ

1"=5' VERT

MATCHLINE - SEE SHEET C3.1

ZCF

95 7900

79557955

PARCEL #196101100603

BONANZA LAND LLC

PARCEL

#196101300900 US

FOREST SERVICE

4+00 5+00

6+00

7+00

8+00

9+00

PRIVATE PROPERTY

ACCESS DRIVE

GROUNDWATER

BARRIER (TYP)

GROUNDWATER

BARRIER (TYP)

STA 5+34.71

8" 11.25° BEND W/ TB

N1693741.18 E2997571.33

STA 6+35.71

8" 22.5° BEND W/ TB

N1693682.04 E2997653.21

STA 7+03.49

8" 45° BEND W/ TB

N1693617.84 E2997671.30

STA 7+08.49

8" 45° BEND W/ TB

N1693614.91 E2997675.35

STA 7+42.49

8" 11.25° BEND W/ TB

N1693637.84 E2997697.92

STA 8+09.49

8" 22.5° BEND W/ TB

N1693702.49 E2997713.08

STA 8+69.49

8" 22.5° BEND W/ TB

N1693758.16 E2997690.70

N1693813.05 E2997692.37 E2997691.33

STA 7+15.99

8" 45° BEND W/ TB

N1693616.11 E2997682.76

E2997526.80

CD3.0

8" 11.25° BEND W/ TB

N1693917.19 E2997468.55

3CD3.0

STA 7+97.49

8" 11.25° BEND W/ TB

N1693690.49 E2997712.96

8" 11.25° BEND W/ TB

N1693656.24 E2997705.77

STA 6+55.71

8" 22.5° BEND W/ TB

N1693665.01 E2997663.705,9

CD3.1

8" DIP WATER MAIN

1,6

CD3.0

1,6CD3.0

FLUSH HYDRANT

WATR PROFILE

3+80 4+00 4+40 4+80 5+20

WATR PROFILE

5+20 5+60 6+00 6+40

WATR PROFILE

6+40 6+80 7+20 7+60 8+00

EXISTING GRADE

GROUNDWATER

BARRIER (TYP)

DIP

.25 ° B

W / T

.21

.71

DIP

.5° B

W / T

.12

.71

° B

D W

/ T B

.77

.49

° B

D W

/ T B

.50

.49

° B

D W

/ T B

.55

.99

19 LF 8" DIP

.25 ° B

W / T

.70

.49

34 LF 8" DIP

.25 ° B

W / T

.89

.49

26 LF 8" DIP

47 LF 8" DIP

LF 8"

DIP

RY 7 LF 8" DIP

4 LF 8" DIP

.5° B

W / T

.62

.71

M O N

N E T

A N K W

N E

P R O

C3.1

SCALE IN FEET

20 20 40

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

MATCHLINE - SEE SHEET C3.2

INE

- S

T C3 .0

INE

- S

T C3 .2

INE

- S

T C3 .0

MONTANE TANK WATERLINE PROFILE

SCALE: 1"=20' HORIZ

1"=5' VERT

ZCF

795579557955

PARCEL

#183536400011

MANGAN ALAN &

AMANDA MOELLER

PARCEL #196101100603

BONANZA LAND LLC

PARCEL #183536400022

EQUITY TRUST COMPANY

CUSTODIAN FBO BEI

ZHANG IRA

7+00

8+00

9+00

GROUNDWATER

BARRIER (TYP)

STA 7+03.49

8" 45° BEND W/ TB

N1693617.84 E2997671.30

STA 7+08.49

8" 45° BEND W/ TB

N1693614.91 E2997675.35

STA 7+42.49

8" 11.25° BEND W/ TB

N1693637.84 E2997697.92

STA 8+09.49

8" 22.5° BEND W/ TB

N1693702.49 E2997713.08

STA 8+69.49

8" 22.5° BEND W/ TB

N1693758.16 E2997690.70

STA 9+24.49

8" 45° BEND W/ TB

N1693813.05 E2997692.37

STA 9+45.47

8" 22.5° BEND W/ TB

N1693819.97 E2997710.79

STA 9+78.61

8" 45° BEND W/ TB

N1693800.58 E2997737.67

STA 9+39.48

8" 45° BEND W/ TB

N1693821.22 E2997704.94

STA 9+19.49

8" 11.25° BEND W/ TB

N1693808.15 E2997691.33

STA 7+15.99

8" 45° BEND W/ TB

N1693616.11 E2997682.76

CD3.0

STA 7+97.49

8" 11.25° BEND W/ TB

N1693690.49 E2997712.96

8" DIP WATER MAIN

1,6

CD3.0

TRACER WIRE TEST STATION

CD3.0

FLUSH HYDRANT

CD3.1

7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+20

EXISTING GRADE

STORAGE TANK AND

VALVE VAULT

(RE:PROCESS)

GROUNDWATER

BARRIER (TYP)

.5° B

W / T

.71

.17

.5° B

W / T

.13

.30

12 LF 8" DIP

17 LF 8" DIP

.25 ° B

W / T

.81

.49

° B

D W

/ T B

.22

.49

° B

D W

/ T B

.31

.48

.5° B

W / T

.70

.47

.25 ° B

W / T

.72

.49

.5° B

W / T

.03

.49

° B

D W

/ T B

.72

.61

34 LF 8" DIP

11 LF 8" DIP

59 LF 8" DIP

49 LF 8" DIP

4 LF 8" DIP

14 LF 8" DIP

5 LF 8" DIP

6 LF 8" DIP

.5° B

W / T

.27

.49

5 LF 8" DIP

M O N

N E T

A N K W

N E P

P R O

C3.2

SCALE IN FEET

20 20 40

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

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O N

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A R K

W A

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A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

MONTANE TANK WATERLINE PLAN

SCALE: 1" = 20'

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY

LOCATION AND PROTECTION.

2. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED UTILITY

CROSSINGS IN ROW PRIOR TO CONSTRUCTION.

3. ALL DRY UTILITY AND ELECTRIC DESIGNS ARE PROVIDED BY OTHERS AND

SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND

COORDINATE WITH ALL UTILITY OWNERS AS NEEDED.

4. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS.

UTILITY NOTES:

MATCHLINE - SEE SHEET

C3.1

INE

- S

T C 3.1

MONTANE TANK WATERLINE PROFILE

SCALE: 1"=20' HORIZ

1"=5' VERT

ZCF

LENGTH OF RESTRAINED PIPE DETAIL

NTS

ROD DIAMETER, GRADE & LENGTH OF RESTRAINED PIPE

FITTING

PIPE SIZE

TEE, OR PLUG

90° BEND,

45° BEND

VALVE

D L

MS30'

45'

13'

22-1/2° BEND

11-1/4° BEND

VALVE CLAMPS, RODS & MEGALUGS NOT ALLOWED FOR 24" & LARGER PIPES

LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS

12"8"

LG D G D

18'

60'MS

DL G

16"

L G

1"HS86'

MS25'

108' MS

32' MS

MINIMUM 4.5' GROUND COVER REQUIRED

D=DIAMETER, L=LENGTH, G=GRADE, MS=MILD STEEL, HS=HIGH STRENGTH

5'MS

NOTES:

MS7'

MS2'

8' MS

2' MS

24"

20"

D L D L

HS132'1-1/4"

39'

155'

45'

MS10'

12'

LENGTH OF RESTRAINED PIPE CHART IS ALSO FOR THE LENGTH OF JOINT

LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED

90° BEND

BENDS

L L

TOGETHER AND IS NOT NECESSARILY THE LENGTH OF THE RODS

MEGALUG MECHANICAL JOINT RESTRAINT CAN BE USED

NUTS SHALL BE ASTM STANDARD DESIGNATION A-307 GRADE A

HS MEANS HIGH STRENGTH ROD ASTM STANDARD DESIGNATION

MS MEANS MILD STEEL ROD ASTM STANDARD DESIGNATION A-36

RESTRAINT FOR MEGALUGS

IN LIEU OF TIE RODS FOR DIP OR PVC MAINS

OR B HEXAGON HEAVY SERIES. HIGH STRENGTH NUTS SHALL CONFORM TO MS-22

A-193 GRADE B-7

3/4" 3/4" 3/4" 3/4"

3/4" 3/4" 3/4"

3/4"

3/4" 3/4"

3/4"

155'HS132'1-1/4"MS108'1"

TEE

PLUG

CROSSES MUST BE RESTRAINED IN ALL APPLICABLE DIRECTIONS

12" AND SMALLER IN LINE VALVES AND TEES SHALL HAVE A MECHANICAL JOINT

RESTRAINT DEVICES ON EACH SIDE OF THE FITTING OR VALVE. MECHANICAL JOINT

RESTRAINT DEVICES SHALL BE PER MS-2 OF THE ENGINEERING STANDARDS.

TO AN EXISTING VALVE

A SECOND VALVE WILL BE REQUIRED TO BE CLOSED WHEN EXCAVATING NEXT

POLYETHYLENE WRAP DETAIL

NTS

POLYETHYLENE TUBE

PLACE TUBE OF POLYETHYLENE MATERIAL AROUND PIPE PRIOR TO LOWERING

PIPE INTO TRENCH

FIELD INSTALLATION-POLYETHYLENE WRAP

PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT

FOLD MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WITH THREE

CIRCUMFERENTIAL TURNS OF TWO-INCH WIDE PLASTIC TAPE TO HOLD PLASTIC

ADJACENT TUBE OVERLAPS FIRST TUBE AND IS SECURED WITH PLASTIC

ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE

WILL BE LOOSE. EXCESS MATERIAL AND SHOULD BE NEATLY DRAWN UP AROUND

THE PIPE BARREL, FOLDED INTO AN OVERLAP ON TOP OF THE PIPE AND HELD

IN PLACE BY MEANS OF PIECES OF THE PLASTIC TAPE AT APPROXIMATELY

STEP-2

STEP-3

TUBE AROUND SPIGOT END

THREE TO FIVE FOOT INTERVALS

STEP-1

STEP-3

PIPE

STEP-1

PLASTIC TAPE

PIPE

PLASTIC TAPE

POLYETHYLENE TUBE

STEP-2

POLYETHYLENE TUBE PIPE

NOTE:

ALL RODDING TO BE ENCASED IN POLYETHYLENE SEPARATED FROM THE PIPE

MECHANICAL JOINT RESTRAINT DETAIL

NTS

NOMINAL

PIPE SIZE

NO. OF

BOLTS

NO. OF

WEDGES

INCHES

J F M

INCHESINCHESINCHES

4" 2 2

6" 8" 10" 12" 4" 6" 8" 10" 12"

11.12 13.37 15.62 17.88

9.50 7.00 0.88 11.75 14.00 16.25

9.50 11.75 14.00 16.25

9.15 11.20 13.30

7.00 9.15 11.20 13.30

1.00 1.00 1.25

0.88 1.00 1.00 1.25

DIMENSIONS

MECHANICAL JOINT RESTRAINT

WEDGE DETAIL BOLT HOLE

DETAIL

16" 12 12 22.50 21.00 17.54 1.56

P V C

D I

C V P

M 0.75

27.001420" 14 21.7425.50 1.69

NOTE:

1. BASED ON "MEGA LUG" PIPE RESTRAINT SYSTEM BY EBAA IRON

2. OTHER MECHANICAL JOINT RESTRAINT DEVICES MUST BE APPROVED BEFORE

INSTALLATION.

NOTES:

MAX COMPACTED

BACKFILL TO 95% STD

PROCTOR DENSITY

(SEE NOTE 1)

FINAL GRADE

SEE TABLE

8" LIFTS

WIDTH

EXISTING

12"

BASE COURSE

WIDTHDIA

2'-0"

MIN.

SURFACE

EXIST GRAVEL

UNIFORM CUT LINE

WIDTH

1'-4"

1'-6"

PIPE MAX.

IN OPEN FIELDIN STREET

5' M

R (S

GRANULAR

BEDDING

1. MINIMUM COVER TO BE 5' BELOW EXIST GRADE. INSTALL (2) LAYERS OF FOAM

INSULATION ON EITHER SIDE OF THE PIPE AND ON TOP.

2. COMPACTED BACKFILL TO 92% STD PROCTOR DENSITY IN NON-DRIVING

SURFACES AND 95% UNDER GRAVEL PAVING

3. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF

THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN ACCORDANCE

WITH LOCAL, STATE, FEDERAL, & OSHA SAFETY REGULATIONS

4. FOAM INSULATION SHALL BE EXTRUDED POLYSTYRENE FOAM INSULATION BOARD

HAVING A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI AND A MINIMUM

THICKNESS OF 2". DOW "BLUEBOARD" OR EQUAL

5. MINIMUM WIDTH OF TOP LAYER OF INSULATION IS 18 INCHES FOR ALL PROCESS

LINES.

6. 2" OF FOAM INSULATION PROVIDES FOR 1' OF COVER

CLASS 6 ROAD BASE

PIPE

4" 2" THICK INSULATION

(SEE NOTE 4)

BASE COURSE

(COMPACT PER SPECIFICATIONS)

MASTIC @

ALL JOINTS

TYPICAL TRENCH DETAIL

NTS

2'-8" 2'-6"

8" 6"

1'-8" 1'-6"

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

TRENCH

WIDTH

MIN

1' M

4' MIN

PLAN VIEW

SECTION A

A GROUNDWATER

BARRIER

PIPE

PIPE BEDDING

MATERIAL

LIMITS OF

EXCAVATED

TRENCH

PIPE

EXTEND BARRIER ABOVE

PIPE EMBEDMENT

MATERIALS BY 12"KEY INTO

DISTURBED SOIL

(TYP SIDES

AND BOTTOM)

LIMITS OF

EXCAVATED

TRENCH

NOTES:

1. LOCATE GROUNDWATER BARRIERS PER ACCEPTED CONSTRUCTION

DRAWINGS AND WATER AND SEWER DEPARTMENT CONSTRUCTION

STANDARDS.

2. GROUNDWATER BARRIER TO BE CLAY OR OTHER DISTRICT APPROVED

MATERIAL.

1' M

GROUNDWATER BARRIER DETAIL

NTS

TRENCH

SLOPE (%)

SPACING

L (FT)

< 5 1,000

5 - 15 15 - 25 25 - 35 35 - 100 > 100

MAXIMUM SPACING FOR

GROUNDWATER

BARRIERS

14. ALL JOINTS SHALL BE RESTRAINED FOR PIPES ON SLOPES GREATER THAN 25%

TRACER WIRE INSTALLATION DETAIL

NTS

INSULATED #12

BARREL

BOX TO HYDRANT

TAPE TERMINATION

TREATED WOOD BLOCK

2"x 4" PRESSURE

SOLID CU WIRE

#12 CU WIRE

HYDRANT

FIRE

BOX

VALVE

6" FIRE

HYDRANT LINE

PVC WATER MAIN

NOTES:

1. INSTALL TRACER WIRE ON ALL PIPE INSIDE POLYWRAP. TERMINATE TEST

LEADS AT EACH HYDRANT, BLOW-OFF AS SHOWN ON PLANS, AND AS

DIRECTED BY UTILITY OWNER.

2. TAPE WIRE ON EACH SIDE OF FITTINGS AND AT 10' MAX ON CENTERS ALONG

TOP OF PIPE OR LOOP WIRE AROUND EACH PIPE SECTION 2 OR 3 TIMES W/

2" PVC TAPE.

3. USE 12 GAUGE COPPER CONNECTOR DOSSERT NO. DPC2 OR EQUAL FOR

SINGLE SPLICE. USE 12 GAUGE COPPER CONNECTOR, BURNOY NO. YC12,

3M TYPE DBY-6 OR EQUAL FOR MULTIPLE SPLICES. SPLICES AT FITTINGS

SHALL BE OUTSIDE POLYWRAP.

4. USE 18" LONG BY 2 1/2" DIA. PVC TERMINATION FITTING W/ CAST IRON LID.

CONNECT ALL WIRE(S) TO TERMINAL. (C.P. TEST SERVICES, INC. OR

EQUAL). PROVIDE AMPLE TRACER WIRE AT TEST SERVICES, INC. OR EQUAL).

PROVIDE AMPLE TRACER WIRE AT TEST STATIONS FOR TESTING.

DIRECT BURY CABLE

FROM SPLICE BOX TO

NEW TANK

GATE VALVE DETAIL

NTS

18" SQ. x 6" THICK CONC. PAD TO BE

2"-3" ABOVE EXISTING GROUND OUT-

SIDE OF PAVEMENT. ELEVATION FOR

TOP OF COVER, PLACED IN PAVEMENT,

SHALL BE SET IN ACCORDANCE WITH

PAVING REQUIREMENTS OF LOCAL

VALVE BOX WITH

WIDE OVAL BASE

GATE VALVE

GROUND LINE

FINISHED

WORD "WATER" ON COVER

JURISDICTION.

IF GREATER THAN

5'-0" PROVIDE

OPERATING NUT

EXTENSION WITH

CENTERING RING

NOTE:

1. CARE SHALL BE TAKEN WHEN INSTALLING VALVES ON LINES TO ASSURE

PROPER SUPPORT OF THE VALVES.

2. WOOD BLOCKS OR 3/4" WASHED ROCK TO BE INSTALLED UNDER THE

VALVE TO PROVIDE PROPER SUPPORT WHERE REQUIRED.

3. VALVES SHALL NOT BE PLACED IN CONCRETE CROSS PANS.

E D

CD3.0

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ZCF

HEAVY-DUTY ELECTRICAL JUNCTION BOX

NTS

NOTES:

JUNCTION BOX SHALL BE PRE-FABRICATED TIER-22 LOAD RATED

W/ SKID-RATED LID. CONTRACTOR TO SPLICE ELECTRICAL/CONTROLS

CONNECTIONS AS NEEDED.

PENTA HEAD LID

LOCKING BOLT

BACKFILL EXCAVATED

AREA WITH COARSE SAND.

JUNCTION BOX

CHAIN LINK FENCE DETAIL

NTS

20' LINE BRACE SECTION, REQUIRED AT 400 FT. MAX. INTERVALS10' MAX., ALL POST SPACING

2 ~ 8' WIDE SWING GATES @ 16' WIDE

OPENING (REFER TO PLANS) (HEIGHT OF FABRIC) SHALL BE AS SHOWN ON THE PLANS. FABRIC

IS AVAILABLE IN THE FOLLOWING HEIGHTS: 36", 42", 48", 60", 72",

84", 96", 108", 120" AND 144".

2. CHAIN LINK FENCE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO

M 181.

3. CHAIN LINK FABRIC SHALL BE 2" MESH NO. 9 GAGE GALVANIZED OR

ALUMINUM COATED WIRE SECURELY FASTENED TO TENSION WIRE, LINE

POSTS, RAILS, BRACES AND STRETCHER BARS SPACED AS SHOWN

HEREON. WIRE FASTENERS AND TIE CLIPS SHALL BE NO. 11 GAGE (W&M)

GALVANIZED STEEL WIRE OR NO. 7 GAGE (B&S) ALUMINUM WIRE, AND

HOG RINGS SHALL BE NO.9 GAGE, ALL IN CONFORMANCE WITH ASTM F

626.

4. STEEL POSTS, RAILS AND GATE FRAMES SHALL CONFORM TO AASHTO M

181 TYPE 1, GRADE 1 OR GRADE 2.

5. AT THE CONTRACTOR'S OPTION, PIPE USED FOR FENCE CONSTRUCTION

SHALL CONFORM TO THE DIMENSIONS AND WEIGHTS FOR EITHER

"ORDINARY PIPE" OR "ALTERNATIVE PIPE" AS SHOWN ON SHEET 2.

"ALTERNATIVE PIPE" SHALL BE HIGH STRENGTH STEEL PIPE MEETING THE

REQUIREMENTS OF FED. SPEC. RR-F-191/3C.

6. TENSION WIRE SHALL BE CONTINUOUS BETWEEN END OR CORNER POST

AND LINE BRACE POST. A TURNBUCKLE OR OTHER APPROVED

TIGHTENING DEVICE SHALL BE USED FOR EACH CONTINUOUS SPAN OF

TENSION WIRE.

7. TENSION WIRE SHALL BE AS SPECIFIED IN AASHTO M 181. CONCRETE

FOOTINGS SHALL HAVE TOPS CROWNED AT GROUND LEVEL AND SHALL

BE CLASS B.

8. CONCRETE WITH LIGHTWEIGHT AGGREGATE CONFORMING TO AASHTO M

195, WILL BE PERMITTED.

9. TERMINATION OF FENCE AT BRIDGES OR OTHER STRUCTURES SHALL BE

AS SHOWN ON PLANS.

10. CHAIN LINK FABRIC UP TO 5 FEET HIGH SHALL BE KNUCKLED AT THE

TOP AND BOTTOM SELVAGES. FABRIC OVER 5 FEET HIGH SHALL BE

TWISTED AND BARBED ON THE TOP SELVAGE AND KNUCKLED ON THE

BOTTOM SELVAGE.

11. FENCE MAY BE CONSTRUCTED WITH EITHER ROUND PIPE OR

ROLL-FORMED STEEL COMPONENTS. THE CONTRACTOR SHALL STATE

THE TYPE OF CONSTRUCTION AND TYPE OF LINE POST TO BE USED

THROUGHOUT THE PROJECT, AT THE RECONSTRUCTION CONFERENCE.

WELD ALL GATE

JOINTS (TYP)

LOCKING

DEVICE

11 GA. WIRE

FASTENERS

ADJACENT

GRADE

PIPE INVERT AND

SIZE PER PLAN.

DRAIN LINE OUTFALL

NTS

GEOTEXTILE FABRIC

NEENAH TYPE FF AUTOMATIC

DRAINAGE GATE W/

STAINLESS STEEL #24 MESH

OR APPROVED EQUAL

HAND LAID RIPRRAP 18" WIDE

CONCRETE THRUST BLOCK DETAIL

NTS

BOND BREAKER

BEARING SURFACE

BOND

BREAKER

MINIMUM BEARING SURFACE AREA (IN SQUARE FEET)

12"

20"

24"

16"

BOND

BREAKER

UNDISTURBED SOIL

SIZE

PIPE

BEARING

SURFACE

TEE

11-1/4°, 22-1/2°, 45° & 90° BENDS

BEDDING

MATERIAL

SOIL

BOND

BREAKER

BEARING

SURFACE

UNDISTURBED

11.25

19.00

25.00

36.00

8.75

14.50

19.50

27.75

27.00

35.50

51.00

2.25

3.50

5.00

6.50

4.50

7.50

10.00

14.00

TEE OR

DEAD

END

1.50

3.00

BENDS

1.00

2.25

2.0 90°45°

1.00

11-1/4° 1.00

1.25

22-1/2°

TYPICAL CROSS SECTION

5.25 4.002.001.00

DEAD END

BEARING

O .D

UNDISTURBED SOIL

SURFACE

SOIL

UNDISTURBED

NOT INTERFERE W/ MECHANICAL

THRUST BLOCK SHALL

JOINT BOLT OPERATION

REBAR

COATED

#6 EPOXY

PIPE OD

UPWARD BEND

BOND

BREAKER UNDISTURBED

SOIL

SURFACE

BEARING

DOWNWARD BEND

SOIL

UNDISTURBED

SURFACE

BEARING

EPOXY COATED REBAR

2 REQD

(CU YD)

CONC VOL

VERT 45°

0.34

0.71

1.22

1.83

2.59

6.93

9.88

SURFACE AREA (SQ FT)

6"6"

4.5

8.0

17.0

2D (T

NOTES:

1. BEARING SURFACES SHOWN IN CHART ARE

MINIMUM SQUARE FEET

2. BASED ON 150 PSI INTERNAL PIPE

PRESSURE PLUS WATER HAMMER. 4", 6",

8", & 12" WATER HAMMER = 110 PSI 16",

20' AND 24" WATER HAMMER = 70 PSI

3. BASED ON 3000psf SOIL BEARING CAPACITY

4. USE TYPE II PORTLAND CEMENT 3000 PSI

CONCRETE

5. ALL VALVES, TEES, BENDS AND PLUGS

SHALL BE RESTRAINED AND KICKBLOCKED

SERVICE LINE, STOP BOX AND OUTSIDE METER INSTALLATION DETAIL

NTS

5' M

WATER MAIN

CORPORATION STOP

INSULATING COUPLING REQUIRED WITH

METALLIC WATER MAINS.

SERVICE PIPE SHALL BE

TYPE "K" COPPER FROM

MAIN THROUGH THE

CURB STOP

TRANSITION COUPLING FROM NEW SERVICE

TO EXISTING SERVICE. SOME SERVICES

EXTEND ONTO PRIVATE PROPERTY.

CONTRACTOR SHALL COORDINATE WITH

THE RESIDENT (RE: SPECIFICATIONS)

EXISTING PIPE

SERVICE LINE LENGTHS VARY SEE PLAN

E D

CD3.1

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

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R T

A N K R

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C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

ZCF

R E V

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

M O N

N E P

U M P S

O N D

E M O

N A

N D S

E C

O N S

P0.0

JJM

LJF

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

M O N

N E P

U M P S

O N I M P R O V E M E N T

N A

N D S

E C

O N S

P1.0

JJM

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

R T

A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

N K

V A

E V

A U

P2.0

JJM

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

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A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

N K

V A

E V

A U

S E C

O N S

P2.1

JJM

N D

E S C R

O N

D 'W

N D E S 'D

D A

N O

DRAWN BY:

CHECKED BY:

JOB #:

DATE:

Y O

A H O S

P R

G S M

O N

N E P

A R K

W A

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A N K R

E P

C E M E N T

SHEET NO.

1000.8e

APRIL 2025

JVA, Inc. 1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

N K

V A

E V

A U

S E C

O N S

P2.2

JJM

STRUCTURAL GENERAL NOTES

FOUNDATION DESIGN:

1. REFER TO SOILS REPORT NO. 23-0176 BY MARTINEZ ASSOCIATES, INC. DATED DECEMBER 8, 2023.

2. GEOTECHNICAL ENGINEER SHALL VERIFY SOIL CONDITIONS AND TYPES DURING EXCAVATION AND PRIOR TO

PLACEMENT OF FORMWORK OR CONCRETE.

3. MINIMUM FROST DEPTH SHALL BE 3'-0" BELOW EXTERIOR GRADE..

4. MAXIMUM ALLOWABLE BEARING PRESSURE: 7,500 PSF

5. EXCAVATION OF BEDROCK IS EXPECTED TO BE ENCOUNTERED

EARTH RETAINING STRUCTURES:

1. EARTH EQUIVALENT FLUID LATERAL PRESSURE:

A. WALLS RESTRAINED AT TOP (AT REST) 60 PCF

B. CANTILEVERED WALLS (ACTIVE) 40 PCF

C. PASSIVE RESISTING 450 PCF

2. COEFFICIENT OF SLIDING FRICTION 0.55

REINFORCED CONCRETE:

1. DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."

2. CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."

3. STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

4. CONCRETE MIX TABLE NOTES:

A. CEMENT TYPE AS SHOWN IN TABLE OR EQUIVALENT BLENDED HYDRAULIC CEMENTS PER SPECIFICATIONS.

B. SLUMP VALUES INDICATED ARE SUGGESTED BASED ON USE AND TYPICAL PLACEMENT METHODS.

CONTRACTOR MAY ADJUST SLUMP AS NECESSARY FOR FIELD CONDITIONS AND…

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