A10_Atch 5_Drawings_signed.pdf

DATE

RECOMMENDED BY:

FOREST ENGINEER

PROJECT MANAGER

REGIONAL ENGINEER

FOREST SUPERVISOR

ENGINEERING/REGIONAL SPECIALIST [FSP MANAGER]

I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:

APPROVED BY:

THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND PROJECT

SPECIFIC NEPA DOCUMENTATION:

DATE

DATE

DATE

DATE

PROJECT LOCATION

PROJECT ADDRESS

MONUMENT, CO 80132

LATITUDE: 39°05'3.69" N

LONGITUDE: 104°54'19.73" W

INDEX

SHEET TITLE OF SHEET

9/

/2

:0

JC

D N

:\2

8.

EN

V

- U

SD

A

FS

M O

N U

M

EN

T

FI

R E

C

EN

TE

R

W

AT

ER

T R

EA

TM

EN

T

EV

AL

U

AT

IO

N

\D R

AW

IN

G S\

X2

8.

EN

V

- C O

VE

R

S H

EE

T.

D W

G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WYE

KAT

PROJECT LOCATION MONUMENT, CO

TITLE AND INDEX

SHEET

PIKES PEAK RANGER DISTRICT

COLORADO

T1.0 TITLE AND INDEX SHEET

T1.1 LEGEND, NOTES AND ABBREVIATIONS

G1.2 EQUIPMENT RELOCATION

P1.0 TREATMENT BUILDING

P1.1 TREATMENT BUILDING SECTIONS

BID

MITCHELL AVE

MT HERMAN RD

SCHILLING AVE

PROJECT

LOCATION

PD1.0 PROCESS DETAILS

C1.0 CIVIL SITE PLANS

CD1.0 SITE DETAILS

M0.1 MECHANICAL COVER SHEET

M1.0 MECHANICAL FLOOR PLAN

M3.1 MECHANICAL SCHEDULES

E0.1 ELECTRICAL LEGEND

E1.0 ELECTRICAL SITE PLAN

E1.1 ELECTRICAL BUILDING PLAN

E1.2 ELECTRICAL ONE-LINE DIAGRAM

E1.3 ELECTRICAL DETAILS

G1.0 PROCESS AND INSTRUMENTATION LEGEND

G1.1 PROCESS AND INSTRUMENTATION DIAGRAM

N/A

28699 09/10/25

LANDON WIGTON Digitally signed by LANDON WIGTON Date: 2025.11.21 08:07:23 -07'00'

PHILLIP KRIEBLE Digitally signed by PHILLIP KRIEBLE Date: 2025.11.20 13:23:14 -07'00'

GERARDO CHAVARRIA Digitally signed by GERARDO CHAVARRIA Date: 2025.12.01 10:34:34 -07'00'

RYAN NEHL Digitally signed by RYAN NEHL Date: 2025.11.24 10:00:48 -07'00'

KEVIN KHUNG Digitally signed by KEVIN KHUNG Date: 2025.12.01 10:39:04 -07'00'

ABBREVIATIONS DESIGN LEGEND GENERAL NOTES

SURVEY LEGEND

DETAIL MARKER

DETAIL TITLE

DETAIL TITLE

SCALE

C1.0

DETAIL NUMBER IDENTIFICATION

REVISION CLOUD

REVISION NUMBER

DETAIL NUMBER IDENTIFICATION

A SECTION NUMBER IDENTIFICATION

SHEET WHERE THE SECTION IS DRAWN

- INDICATES SAME DRAWING

SECTION CALLOUT

BENCHMARK

MANHOLE

FLARED END SECTION W/ RIPRAP

TEE W/ THRUST BLOCK

BEND W/ THRUST BLOCK

END CAP W/ THRUST BLOCK

GATE VALVE

REDUCER/INCREASER

WATER METER

FIRE HYDRANT

FLOW LINE OF DITCH OR WASH

FENCE

CONCRETE PAVING

PROPOSED SPOT ELEVATION

SIGN W/ POST

EXIST SPOT ELEVATION

SPILL/CATCH CURB TRANSITION

AREA DRAIN

COMBINATION INLET

TYPE R INLET

TYPE 13 FIELD INLET

M

SLOPE ARROW

CURB AND GUTTER

SIDEWALK

HEAVY DUTY ASPHALT PAVING

5.0%

03.54

03.3

LIGHT DUTY ASPHALT PAVING

SIDEWALK CHASE

CURB RAMP

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

EXIST INDEX CONTOUR

EXIST INTERMEDIATE CONTOUR

PROPERTY LINE

EASEMENT LINE

LIMITS OF WORK

BUILDING ACCESS

LIMITS OF SAWCUT

MATCHLINE

RETAINING WALL

BOULDER/ROCK WALL

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

HEAVY DUTY CONCRETE PAVING

FH FIRE HYDRANT

AC

ADDL

ADDM

ADJ

AL

ALT

AMT

ARCH

ASPH

ASSY

ASPHALTIC CONCRETE PAVING

ADDITIONAL

ADDENDUM

ADJUSTABLE

ALUMINUM

ALTERNATE

AMOUNT

ARCHITECT(URAL)

ASPHALT

ASSEMBLY

APPROXIMATEAPPROX

ASYM

BC

BFV

BLDG

BLK

BM

BS

BSMT

ASYMMETRICAL

BACK OF CURB

BUTTERFLY VALVE

BUILDING

BLOCK

BENCH MARK

BACKSIGHT

BASEMENT

CB

CCW

CIP

CJ

CL

CLR

CMP

CO

CONC

CONST

CONT

CR

DIA

DIP

DN

DR

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

EL

ELB

ELEC

ENGR

EQUIV

ESMT

EST

EW

EXP JT

EXIST

FND

DRAWING

DOWEL

ELEVATION

ELBOW

ELECTRICAL

ENGINEER

EQUIPMENT

EQUIVALENT

EASEMENT

ESTIMATE

EACH WAY

EXPANSION JOINT

EXISTING

FOUNDATION

EQUIP

FES

FG

FL

FN

FOC

FPM

FPS

FTG

G

GAL

GALV

GIP

GND

GPD

GPM

GV

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

HB

HDWL

HNDRL

HORIZ

HR

HVAC

HWL

HWY

HYD

ID

IN

INSUL

INV

HOSE BIB

HEADWALL

HAND RAIL

HORIZONTAL

HOUR

HEATING, VENTILATION,

HIGH WATER LINE

HIGHWAY

HYDRANT

INSIDE DIAMETER

INLET

INSULATION

INVERT

KNOCKOUTKO

KPL

KWY

L

LF

LP

LT

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

MH

MIN

MISC

MJ

NA

NIC

NTS

OC

OD

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

PC

PI

PVI

PL

PE

PREFAB

PRELIM

PREP

PROP

PRV

PSF

PSI

PT

PV

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

RD

RE

RECT

REINF

REQD

ROW

SC

SD

SECT

SPEC

SQ

SQ FT

SQ YD

SS

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

TW

TYP

VERT

W/ W/O

WW

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

FINISHED GRADE ADJACENT TO BOTTOM OF WALL

TG FINISHED GRADE ADJACENT TO TOP OF WALL

X SECT

YH

CROSS SECTION

YARD HYDRANT

XFMR ELECTRONIC TRANSFORMER

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, FOREST SERVICE FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE 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 FOREST SERVICE FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY CONTRACTING OFFICER 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 THEIR OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO 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 PARTY CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY 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 CONTRACTING OFFICER 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 GOVERNMENT BEFORE RELOCATING ANY ENCOUNTERED UTILITIES.

CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH GOVERNMENT, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT CONTRACTING OFFICER 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 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.

7. 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.

8. 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 AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY CONTRACTING OFFICER 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 CDOT 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.

9. 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 CONTRACTING OFFICER AND WITHIN CDOT 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.

10. 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.

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

PRIOR TO CONSTRUCTION.

12. 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.

13. 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 GOVERNMENT.

14. 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. 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 GOVERNMENT.

15. ADA COMPLIANCE: THE CROSS-SLOPE OF ALL WALKS MUST BE LESS THAN 1:48 (2.0%) PERPENDICULAR TO DIRECTION OF TRAVEL. RUNNING SLOPE OF ACCESSIBLE WALKS MUST BE NOT STEEPER THAN 1:20 (5.0%) IN DIRECTION OF TRAVEL. MAXIMUM GRADE OF ACCESSIBLE CURB RAMPS AND RAMPS IS 1:12 (8.3%). CURB RAMPS SHALL PROVIDE A LANDING AT THE TOP AND RAMP RUNS PROVIDE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN AT A SLOPE NOT TO EXCEED 1:48. RAMPS RUNS EXCEEDING SIX INCHES SHALL INCLUDE HANDRAILS. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL

CONFORM TO THE CDOT M-STANDARDS (SEE DETAIL M-608-1, ETC).

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 CONTRACTING OFFICER AND OR GOVERNMENT 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 USFS. SEE "MONUMENT FIRE CENTER" DATED AUGUST, 2001. PROJECT BENCHMARK ELEVATION:THE DATUM IS NAD27 PER

SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO CONTRACTING OFFICER 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:

CP-2 N456608.10 E2168799.33 ELEV7194.72 HV-2

CP-4 N458316.05 E2170918.29 ELEV7194.72 HV-4

CP-6 N454059.85 E2170908.70 ELEV7049.59 HV-6

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 "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.) AND 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 GOVERNMENT 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.). TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING MAY BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY GOVERNMENT AND CONTRACTING OFFICER WITH ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.VISIT

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

19. THE CONTRACTOR AT THE CONTRACTORS EXPENSE SHALL FURNISH THE GOVERNMENT AND CONTRACTING OFFICER 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. CONTRACTING OFFICER WILL

PRODUCE FINAL RECORD DRAWINGS.

OS OFFSET

SAN SANITARY

ROOF DRAIN

IRRIGATION - 12" AND SMALLER

UNDERDRAIN

TRENCH DRAIN

CABLE TV

DRAIN

FORCE MAIN

FUEL

GAS

TELEPHONE

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

FIBER OPTIC

ELECTRIC

STORM - 12" AND SMALLER

STORM - LARGER THAN 12"

POTABLE WATER

NON POTABLE WATER

PVC PIPE (MISC)

IRRIGATION - LARGER THAN 12"

WATER - 12" AND SMALLER

WATER - LARGER THAN 12"

SANITARY SEWER - 12" AND SMALLER

SANITARY SEWER - LARGER THAN 12"

DETAILDET

MEP MECHANICAL, ELECTRICAL, PLUMBING (ARCH)

BUTTERFLY VALVE

GB GRADE BREAK

Know what's below.

before you dig.Call

R

SHEET WHERE THE DETAIL IS DRAWN

- INDICATES SAME DRAWING

SHEET WHERE THE OBJECT IS

DRAWN IN PLAN VIEW

- INDICATES SAME DRAWING

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EN

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VE

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S H

EE

T.

D W

G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WYE

KAT

T1.1

N/A

LEGEND, NOTES

AND

ABBREVIATIONS

28699

KE

V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

LORADO L I CENSED

09/10/25

USER'S CHOICE

GLASS, VIEWING DEVICE

SENSOR (PRIMARY

USER'S CHOICE

POINT (TEST)

MULTIFUNCTION

ORIFICE, RESTRICTION

INSTRUMENT IDENTIFICATION LETTERS

(INSTRUMENT SOCIETY OF AMERICA)

UNCLASSIFIED

TORQUEN

VIBRATION, MECHANICAL

POSITION, DIMENSION

V

Z

Y X W

EVENT, STATE OR

PRESENCE

UNCLASSIFIED

WEIGHT, FORCE

ANALYSIS

R S

U T

O P

Q

RADIATION

FAILURE

TEMPERATURE

SPEED, FREQUENCY

PRESSURE, VACUUM

USER'S CHOICE

QUANTITY

Z AXIS

X AXIS

Y AXIS

WELL

INTEGRATE, TOTALIZE

SAFETY

RECORD

CONNECTION

BURNER, COMBUSTION

TIME, TIME SCHEDULE

CURRENT (ELECTRICAL)

L M

K J I H

USER'S CHOICE

LEVEL

POWER

HAND

F G

E

B

D C

A

FLOW RATE

USER'S CHOICE

VOLTAGE

USER'S CHOICE

CONTROL

ANALYSIS

MOMENTARY

TIME RATE OF CHANGE

SCAN

LIGHT

INDICATE

RATIO (FRACTION)

DIFFERENTIAL

ELEMENT)

ALARM

FIRST - LETTER

USER'S CHOICEUSER'S CHOICE

UNCLASSIFIED

SWITCH

TRANSMIT

MULTIFUNCTION

UNCLASSIFIED

MULTIFUNCTION

OPEN

CONTROL STATION

CONTROL SWITCH

USER'S CHOICE

INTERMEDIATE

LOW

MIDDLE,

HIGH

USER'S CHOICE

CLOSED

SUCCEEDING - LETTERS

OUTPUT FUNCTION MODIFIER

COMMANDRELAY, COMPUTE,

CONVERT

DRIVER, ACTUATOR,

UNCLASSIFIED FINAL

CONTROL ELEMENT

MEASURED OR INITIATING

VARIABLE

READOUT OR PASSIVE

FUNCTION

VALVE, DAMPER,

LOUVER

P&ID INSTRUMENT SYMBOLS

MOTOR

EXIST SECONDARY PROCESS LINE

SECONDARY PROCESS LINE

EXIST MAIN PROCESS LINE

MAIN PROCESS LINE

EXIST CHANNEL

CHANNEL

FUTURE SECONDARY PROCESS LINE

FUTURE MAIN PROCESS LINE

PROCESS IDENTIFICATION NUMBER

NUMBER INDICATES SHEET OF

PROCESS OR CONTROL CONTINUATION

PROCESS LEGEND

BUILDING

HARDWIRED SIGNAL

VALVE SYMBOLS

CLOSED OPEN

GATE VALVE

PLUG VALVE

BALL VALVE

CHECK VALVE

NEEDLE VALVE

P&ID EQUIPMENT SYMBOLS

HOSE BIB

BLIND FLANGE/CAP

FLUSHING PORT

GENERAL NOTES:

1. THIS IS A STANDARD LEGEND, THEREFORE NOT ALL OF THIS INFORMATION MAY BE

USED ON THIS PROJECT.

2. P & ID INSTRUMENTATION DETAILS DO NOT REPRESENT INSTRUMENTS AND

CONTROLS INTEGRAL TO VENDOR SUPPLIED CONTROL PANELS OR EQUIPMENT.

SEE EQUIPMENT SPECIFICATIONS FOR THIS INFORMATION.

3. P & ID DOES NOT REPRESENT CONTROL STRATEGIES OR INTERACTIONS.

REFERENCE SECTION 16950, CONTROL NARRATIVES, FOR THIS INFORMATION.

4. P & ID DOES NOT REPRESENT EQUIPMENT HARDWIRED INTERLOCK AND ENABLE

CIRCUITRY, REFER TO SECTION 16950 FOR COMPLETE DESCRIPTION.

DATA LINK OR SOFTWARE SIGNAL

THROUGH

INSTRUMENTS PLC

SHARED

DISPLAYDISCRETE

AND CONTROL

(DCS)

LOCATION/ACCESSIBILITY

FIELD MOUNTED

1.

2.

FIELD OR LOCALLY MOUNTED.

1.

2.

3.

4.

MOUNTED.

VISIBLE ON VIDEO DISPLAY.

CENTRAL OR MAIN CONTROL ROOM.

DEVICE.

ACCESSIBLE TO AN OPERATOR AT

DEVICE OR CONSOLE.

FRONT OF MAIN PANEL OR CONSOLE

PRIMARY LOCATION NORMALLY

ACCESSIBLE TO AN OPERATOR

ACCESSIBLE TO AN OPERATOR AT

ARV

AIR RELEASE VALVE

SAMPLE PORT

DRAIN

ULTRASONIC LEVEL INDICATOR

CAM-LOCK FITTING/

QUICK CONNECT

--- ANALYZER

1 G1.2

M MOTOR

AERATOR

STATIC MIXER

PERISTALTIC PUMP

DIAPHRAGM PUMP

ORP SENSOR

PRESSURE ELEMENT

PRESSURE GAUGE

CALIBRATION COLUMN

BUTTERFLY VALVE

TAG DESIGNATION

COMMON INSTRUMENT DESIGNATIONS

YI EQUIPMENT RUNNING STATUS

YS EQUIPMENT IN AUTO OR REMOTE STATUS

YY EQUIPMENT RUN COMMAND

UA EQUIPMENT FAULT STATUS

HC HAND CONTROL

HS LOCAL HAND SWITCH; AUTO STATUS

SI SPEED INDICATION

SC SPEED COMMAND

PSL PRESSURE SWITCH LOW

PSH PRESSURE SWITCH HIGH

FE FLOW ELEMENT

FIT FLOW INDICATOR/TRANSMITTER

ZSO VALVE POSITION FULL OPEN

ZSC VALVE POSITION FULL CLOSE

ZSI VALVE POSITION INDICATOR

SP SET POINT

PID PROPORTIONAL-INTEGRAL-DERIVATIVE

HOA HAND-OFF-AUTO

OCA OPEN-CLOSE-AUTO

LCP LOCAL CONTROL PANEL

TSH TEMPERATURE SWITCH HIGH

YC EQUIPMENT RUN COMMAND

YA EQUIPMENT ALARM STATUS

LIT LEVEL INDICATOR/TRANSMITTER

AIT ANALYZER INDICATOR/TRANSMITTER

AE ANALYZER ELEMENT

FLOAT SWITCH

PRESSURE RELIEF VALVE

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IN

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.E

N V

- P &I

D .D

W G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WYE

KAT

G1.0

N/A

PROCESS &

INSTRUMENTATION

LEGEND

28699

KE

V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

FROM WELL

M

ARV

PRE-FILTER

GRAVER

5 ROUNDS

(PF-1)

ACID WASHED

CARBON

12 ROUNDS

(AWCF-1)

KDF

12 ROUNDS

(KDF-1)

POST-FILTER

GRAVER

5 ROUNDS

(FF-1)

BAFFLE

TANK NO. 1

CAUSTIC

INJECTION

PHOSPHORIC ACID

INJECTIONCHLORINE

INJECTION

BAFFLE

TANK NO. 2

pH ANALYZER

GENERAL NOTES

1. COMPONENTS SHALL MEET NSF 61 CERTIFICATION

2. ALL INTERIOR WTF PIPING AND FITTINGS SHALL BE SCH80 PVC,

ALL PIPING SHALL BE 1.5"

DESIGN CRITERA

DISINFECTION SYSTEM

CHLORINE PUMP

QUANTITY: 1

TYPE: PERISTALTIC

MODEL: STENNER S3001

TARGET DOSE: 5.5 mg/L

DESIGN FEED RATE: 0.08 GPH

MIN FEED RATE: 0.021 GPH

CHLORINE STORAGE

QUANTITY: 1

VOLUME: 55 GAL

CORROSION CONTROL

PHOSPHORIC ACID PUMP

QUANTITY: 1

TYPE: PERISTALTIC

MODEL: STENNER S3001

TARGET DOSE: 1-3 mg/L

DESIGN FEED RATE: 0.017 - 0.052 GPH

MIN FEED RATE: 0.0044 GPH

PHOSPHORIC ACID STORAGE

QUANTITY: 1

VOLUME: 55 GAL

CAUSTIC PUMP

QUANTITY: 1

TYPE: PERISTALTIC

MODEL: STENNER S3001

TARGET DOSE: 8-10 mg/L

DESIGN FEED RATE: 0.045 - 0.056

MIN FEED RATE: 0.0113 GPH

CAUSTIC STORAGE

QUANTITY: 1

VOLUME: 55 GAL

GREENSAND

12 ROUNDS

(GS-1)

DESIGN FLOWS

QDESIGN: 10 GPM

SYSTEM PRESSURE: 100 PSI

WATER TEMPERATURE: 5-15 DEGREES C

WATER PH: 6.6 TO 7.4

FILTRATION

PRE-FILTER

QUANTITY: 1

HOUSING: GRAVER

NUMBER OF ROUNDS: 5

ACID WASH CARBON

QUANTITY: 1

HOUSING: GRAVER

NUMBER OF ROUNDS: 12

KDF

QUANTITY: 1

HOUSING: GRAVER

NUMBER OF ROUNDS: 12

GREENSAND

QUANTITY: 1

HOUSING: GRAVER

MODEL: 12LPF30

NUMBER OF ROUNDS: 12

POST-FILTER

QUANTITY: 1

HOUSING: GRAVER

NUMBER OF ROUNDS: 5

ARV ARV ARV ARV ARV

TREATMENT BUILDING

AIT

AI

PT

PI

PT

PI

FE

FQI

FI

CP CP

CP

YI

CP

YC

SI

SC

TYP CMP-101,

CMP-102

CMP-102CMP-100

STORAGE TANK

(6,000 GALLONS)

LI

CP

LT

CMP-101

CALIBRATION COLUMN

PANEL

TO BUCKET

LSL

CP

TYP LSL-101,

LSL-102

LSL

LSL

LSL

CALIBRATION COLUMN

PANEL

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D .D

W G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WYE

KAT

G1.1

N/A

PROCESS &

INSTRUMENTATION

DIAGRAM

28699

KE

V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

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/2

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EN

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\D R

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IN

G S\

.E

N V

- D

EM

O .D

W G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WYE

KAT

G1.2

N/A

EQUIPMENT

RELOCATION

1. SALVAGE AND REINSTALL HATCHED ITEMS SHOWN IN THE ABOVE IMAGES

INCLUDING FILTER HOUSINGS, FLOW METER, AND BAFFLE TANKS.

2. ITEMS TO BE SALVAGED AND REINSTALLED INCLUDE FILTER CARTRIDGES,

FLOW METER, AND BAFFLE TANKS.

3. DEMO ALL OTHER ITEMS, NOT TO BE SALVAGED

NOTE:

28699

KE

V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

VTC

CWA

SF

4.0 0'

CD1.0

CD1.0

CD1.0

CD1.0

CD1.0

EXIST

GROUNDWATER

WELL

EXIST WTF BUILDING TO BE DEMOLISHED AS PART OF THIS CONTRACT. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER.

CONTRACTOR TO DEMO BUILDING AFTER RELOCATING EXIST EQUIPMENT. REMOVE BUILDING, SLAB, AND FOUNDATION TO 12" BELOW GRADE.

REMAINING FOUNDATION CAN BE BURIED.

APPROX SIZE OF PREFABRICATED WTF BUILDING SHOWN FOR REFERENCE. CONTRACTOR TO COORDINATE

WITH CONTRACTING OFFICER FOR FINAL BUILDING DIMENSIONS AND FFE.

FFE USED FOR GRADING:74.55

APPROX SIZE OF CONCRETE FOUNDATION SLAB SHOWN FOR REFERENCE: CONTRACTOR TO

COORDINATE WITH CONTRACTING OFFICER FOR FINAL SLAB DIMENSIONS

15.5 LF 1.5" PVC FINISHED WATER TO

POTABLE WATER TANK

CONNECT TO EXIST WATER MAIN. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, MATERIAL, SIZE AND

DEPTH PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER.

JUNCTION BOX RE:

ELECTRICAL

ABANDONED TELEPHONE

LINE PER SURVEY

CONNECT NEW WELL LINE TO EXIST PITLESS

ADAPTOR. CONTRACTOR TO POTHOLE AND VERIFY

LOCATION, MATERIAL, SIZE AND DEPTH PRIOR TO

CONSTRUCTION. CONTRACTOR TO COORDINATE

WITH CONTRACTING OFFICER

ELECTRICAL LINE

RE: ELECTRICAL

ELECTRICAL LINE

RE: ELECTRICAL

ELECTRICAL LINE

RE: ELECTRICAL

EXISTING STORAGE TANK LINE INTO EXISTING WTF BUILDING NOT SHOWN IN SURVEY.

CONTRACTOR TO VERIFY LOCATION. CUT AND CAP AT EXISTING WTF BUILDING.

DISCONNECT AND CAP EXISTING

ELECTRICAL AND CONTROL LINE

EXISTING WELL LINE NOT SHOWN IN SURVEY.

CONTRACTOR TO VERIFY LOCATION. DISCONNECT AND

CAP AT EXISTING WTP BUILDING

DISCONNECT AND CAP EXISTING

ELECTRICAL AND CONTROL LINE

CONCRETE

WASHOUT AREA

VEHICLE TRACKING

CONTROL

SEDIMENT CONTROL LOGS

41.5 LF 1.5" PVC RAW

WATER TO WTF

CONCRETE ENTRANCE PAD

CD1.0

SF

EXPANSION JOINT TO BE INSTALLED BETWEEN

ENTRANCE PAD AND BUILDING PAD

CD1.0

24" X 6" FLOOR PENETRATION FOR ELECTRICAL CONDUITS (OWNER TO

COORDINATE LOCATION WITH PREMANUFACTURED BUILDING SUPPLIER)

SCALE IN FEET

10 10 20

5/ 7/

1:

L

JF

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IN

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S\

.E N

V

- 0

1- C

SI

TE

-0 0.

D W

G

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

05/2025 18

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

C:\Users\tcmichael\Box\CDI\RIOG\Bldgs\SupvOffice-School\2019-Remodel\AE IDIQ\Provided-Info\DWG\CDILogo-BW.jpg

CIVIL SITE PLANS

CAP

KAT

C1.0

1. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO

THEIR ORIGINAL CONDITIONS.

2. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS

OTHERWISE SPECIFIED.

3. SPOT ELEVATIONS PROVIDED BY THE USFS HAVE BEEN PROJECTED INTO

THE EXISTING SURFACE FILE TO BETTER REFLECT ACTUAL SURFACE

GRADES. CONTRACTOR TO VERIFY ALL SPOT GRADES AND COORDINATE

WITH USFS WITH ANY DISCREPANCIES.

GRADING AND DRAINAGE NOTES:

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.

3. VTC PAD TO BE COORDINATED WITH CONTRACTING OFFICER

EROSION AND SEDIMENTATION NOTES:

VEHICLE TRACKING CONTROL

SILT FENCE

EROSION CONTROL LEGEND

EXISTING INDEX CONTOUR

EXISTING INTERMEDIATE CONTOUR

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

CONCRETE WASHOUT AREA

VTC

SF

CWA

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY

LOCATION AND PROTECTION. COORDINATE WITH USFS.

2. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED UTILITY

CROSSINGS PRIOR TO CONSTRUCTION. COORDINATE WITH USFS.

3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS.

4. CONTRACTOR TO MAINTAIN A MINIMUM BURIAL DEPTH OF 7.0' OR MATCH

EXISTING, WHICHEVER IS GREATER. COORDINATE WITH USFS.

UTILITY NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY

LOCATION AND PROTECTION.

2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR ADJUSTING

LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE

DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,

PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH

CONTRACTING OFFICER.

3. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE

INSTALLED PRIOR TO SITE DISTURBANCE.

4. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR

HAZARDOUS MATERIAL REMOVAL AND DISPOSAL.

5. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT AND

MAINTAIN ALL UTILITIES DURING CONSTRUCTION.

6. CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK

OR SITE FEATURES NOT INTENDED FOR DEMOLITION.

7. IF SLAB DIMENSIONS AND FFE ARE DIFFERENT THAN SHOWN,

CONTRACTOR SHALL ADJUST GRADING ACCORDINGLY AND PROVIDE

POSITIVE DRAINAGE AWAY FROM THE BUILDING.

DEMOLITION NOTES:

DEMOLITION LEGEND

DEMO BUILDING

PROTECT EXISTING TREE

28699

KE

V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

LORADO L I CENSED

STAMPS, LOGOS, AND SEALS

C1.0

VEHICLE TRACKING CONTROL DETAIL

NTS

WIDTH VARIES50'-0" MIN LENGTH

OR HARD SURFACE

(AS REQUIRED)

EXIST PAVED ROAD

3" TO 6" ROCK AT 6" TO 12" DEPTH INSTALLED

OVER LAYER OF NON-WOVEN GEOTEXTILE

NOTES:

1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT ALL INGRESS/EGRESS POINTS WHERE

VEHICULAR ACCESS TRANSITIONS FROM PAVED SURFACES TO DISTURBED SURFACES.

2. THE VTC PAD SHALL CONSIST OF HARD, ANGULAR, DENSE, AND DURABLE STONE. ROUNDED STONE, BOULDERS, RECYCLED ASPHALT, AND RECYCLED CONCRETE ARE NOT ACCEPTABLE.

3. ANY CRACKED OR DAMAGED CURB AND/OR GUTTER SHALL BE REPLACED BY THE CONTRACTOR.

4. PAD WILL BE REPAIRED AND REFRESHED AS NEEDED TO MAINTAIN FUNCTION AND INTEGRITY.

5. VTC PADS SHALL BE INSTALLED AT ALL CONCRETE WASHOUT AREAS AND AT STABILIZED

STAGING/STORAGE AREAS.

VTC

C1.0

CONCRETE WASHOUT FACILITY DETAIL

NTS

EXCAVATED

AREA

' M

IN

CONTAINMENT

AREA

VEHICLE TRACKING

CONTROL PAD

TOP OF PERIMETER

BERM

COMPACTED

EMBANKMENT

TOE OF FILL

5:1

COMPACTED

EMBANKMENT

(TYP)

EXCAVATED

AREA

PERIMETER

BERM

10' MIN

MI

N2'

MI

N

1 EXCAVATED

AREA

10' MIN

MI

N

VEHICLE TRACKING

CONTROL PAD

SECTION A-A

SECTION B-B

PLAN VIEW

A A

B

B "CONCRETE WASHOUT AREA"

IDENTIFIER SIGN

CWA

NOTE:

CONTRACTOR MAY USE PORTABLE

CONCRETE WASHOUT FACILITY AS

OPTION

C1.0

CONCRETE SECTION DETAIL

NTS

NOTES:

1. CONCRETE THICKNESS:4" FOR BUILDING ENTRANCE PAD

2. ALL CONCRETE SHALL HAVE FIBERMESH REINFORCEMENT.

2.1. FIBROUS REINFORCEMENT: COLLATED, FIBRILLATED,

POLYPROPYLENE FIBERS, TENSILE STRENGTH 70,000 PSI

i) ASTM C1116 AND ASTM D7508

ii) USE MINIMUM OF 1.5 POUNDS PER CUBIC YARD

iii) FIBERMESH OR ACCEPTED SUBSTITUTION

3. CONCRETE REQUIREMENTS: COMPLY WITH ASTM C94

3.1. MAXIMUM COARSE AGGREGATE SIZE: 1-INCH

3.2. PORTLAND CEMENT: ASTM C595, TYPE IL; 555 POUNDS

MINIMUM PER CUBIC YARD OF CONCRETE

3.3. WATER/CEMENTITIOUS MATERIAL (CEMENT AND FLY ASH)

RATIO: LESS THAN OR EQUAL TO 0.45

3.4. SLUMP: 4-INCH MAXIMUM

3.5. VOLUMETRIC AIR CONTENT: 6.0%±2% AFTER PLACEMENT FOR

1-INCH AGGREGATE

3.6. STRENGTH: COMPRESSIVE STRENGTH AS DETERMINED BY

ASTM C39, 4,500 PSI MINIMUM AT 28 DAYS

OVEREXCAVATED, MOISTURE-TREATED AND

RECOMPACTED SUBGRADE PER SPECIFICATIONS

CONCRETE

4" 4"

C1.0

TYPICAL TRENCH DETAIL

NTS

MAX COMPACTED

BACKFILL TO 95% STD

PROCTOR DENSITY

(SEE NOTE 1)

FINAL GRADE

SEE TABLE

8" LIFTS

WIDTH

EXISTING

12"

BASE COURSE

6"

NEW BASE COURSE

SURFACE

EXIST STREET

ASPHALT/CONCRETE

UNIFORM CUT LINE

NEW PAVEMENT SURFACE

WIDTHDIA WIDTH

1'-4"1.5" 2'-4"

MIN.PIPE MAX.

IN OPEN FIELD IN STREET

6"

7'

MI

N

CO

VE

R

PIPE

(DIP, PVC,

OR COPPER)GRANULAR

BEDDING

NOTES:

1. MINIMUM COVER TO BE 7' BELOW FINAL GRADE

2. COMPACTED BACKFILL TO 90% STD PROCTOR DENSITY IN NON-DRIVING SURFACES AND 95% UNDER

PAVEMENT

3. SHOULD THE TRENCH BE EXCAVATED WIDER THAN ALLOWED, A CONCRETE CRADLE SHALL BE

PLACED WITH 2500PSI CONCRETE FROM TRENCH BOTTOM TO PIPE SPRINGLINE. REFER TO DETAIL 4

ON SHEET CD1.0 FOR SITE CONCRETE SPECIFICATIONS.

4. 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

5. PAVING SHALL COMPLY WITH LOCAL AUTHORITY JURISDICTION

6. WARNING TAPE TO BE INSTALLED 18" ABOVE TOP OF PIPE

C1.0

SEDIMENT CONTROL LOG DETAIL

NTS

3' MAX

1'- 6"

2'- 6"

3" MIN

2" MIN

6" AT END LOGS

CONTROL LOG

12" DIA. SEDIMENT

A

A

SECTION A-A

FLOW

ENDS SHALL BE TIGHTLY ABUTTED

WOOD STAKES

SEDIMENT CONTROL LOG INSTALLATION NOTES:

1. SEE PLAN VIEW FOR LOCATION AND EXTENT OF SEDIMENT CONTROL LOGS.

2. SEDIMENT CONTROL LOGS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES AND

AS REQUIRED DURING CONSTRUCTION.

3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.

4. NOT FOR USE IN CONCENTRATED FLOW AREAS.

5. THE SEDIMENT CONTROL LOG SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 2".

SCL

6"

FLOW

A B

SPACE LOGS SUCH THAT

POINTS A AND B ARE

OF EQUAL ELEVATION

SEDIMENT CONTROL LOG MAINTENANCE NOTES:

1. THE SEDIMENT CONTROL LOGS SHALL BE INSPECTED DAILY, DURING AND AFTER ANY STORM

EVENT, AND REPAIRED OR HAVE ANY UPSTREAM SEDIMENT REMOVED.

2. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS SHALL BE REMOVED WHEN

THE UPSTREAM SEDIMENT DEPTH IS WITHIN 1/2 THE HEIGHT OF THE CREST OF LOG.

3. ALL SEDIMENT CONTROL LOGS SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF ANY

DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE DRILL SEEDED AND CRIMP MULCHED OR

OTHERWISE ACCEPTABLY STABILIZED.

WARNING

TAPE

CONCRETE JOINT DETAIL

NOTE:

CONTRACTION JOINTS AT INTERVAL TO MATCH

WIDTH OF SIDEWALK (TYP).

1/8"

TOOLED JOINT

OR SAWCUT1/8" R1/3 OF CONCRETE

THICKNESS

(ASI-305)

NOTES:

1. CURB EXPANSION JOINTS EVERY 100' MAX AND WHEREVER SIDEWALK ABUTS EXISTING & PROPOSED

CONCRETE STRUCTURES (TYP) - SEE PLAN

2. REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS") FROM PREFORMED JOINT MATERIAL PRIOR TO

PLACING SEALANT

3. EXPANSION JOINT MATERIAL: 0.5-INCH THICK, ASTM D1751, ASPHALT IMPREGNATED FIBER BOARD, GLASS

FIBER OR SPONGE, OR CLOSED CELL POLYETHYLENE FOAM; TEXMASTIC “VINYLEX 3600,” SONNEBORN

“SONOFLEX F,” OR ACCEPTED SUBSTITUTIONS

SIDEWALK

AGAINST STRUCTURE AGAINST NON-UNIFORM SURFACE

6"

(MIN)

CONTRACTION/CONTROL JOINT

EXISTING BUILDING OR STRUCTURE

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING AND RESILIENT

TYPE JOINT MATERIAL TO MEET AASHTO M-213.

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING

AND RESILIENT TYPE JOINT

MATERIAL TO MEET AASHTO M-213.

1/8" R

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING AND RESILIENT

TYPE JOINT MATERIAL TO MEET AASHTO M-213.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

05/2025 18

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

C:\Users\tcmichael\Box\CDI\RIOG\Bldgs\SupvOffice-School\2019-Remodel\AE IDIQ\Provided-Info\DWG\CDILogo-BW.jpg

SITE DETAILS

CAP

KAT

CD1.0

28699

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V IN A . TONE

PROFESS I ONA L ENG I NEER

CO

LORADO L I CENSED

STAMPS, LOGOS, AND SEALS

SCALE OF FEET

0 1 2

TREATMENT BUILDING

1" = 1'-0"

P1.1 A

POWER DISTRIBUTION PANEL

4" MIN FLOOR PENETRATION

(SEAL PENETRATION)

BACKFLOW

PREVENTER

WTF CONTROL PANEL

RELOCATED

FLOW

METER 1.5" BALL VALVE

(TYP 8)

RELOCATED

PRE-FILTER

(PF-1)

RELOCATED ACID WASH

CARBON FILTER

(AWCF-1)

SAMPLE TAP

(TYP 8)

RELOCATED KDF FILTER

(KDF-1)

GREENSAND FILTER

(GS-1)

PHOSPHORIC ACID TANK CHLORINE TANK CAUSTIC TANK

PHOSPHORIC ACID PUMP

CHLORINE PUMP CAUSTIC PUMPSTATIC MIXER

RELOCATED BAFFLE

TANK NO. 1

RELOCATED BAFFLE

TANK NO. 2

4" MIN FLOOR PENETRATION

(SEAL PENETRATION)

1. CONTRACTOR TO INSTALL ALL EQUIPMENT LEVEL.

2. CARTRIDGES FOR FILTERS WILL BE PROVIDED AND

INSTALLED BY FOREST SERVICE. CONTRACTOR TO

COORDINATE AS NEEDED.

3. OWNER TO COORDINATE PENETRATION LOCATIONS

WITH PRE-MANUFACTURED BUILDING SUPPLIER

4. REFERENCE MECHANICAL SHEETS FOR EXHAUST FAN

AND LOUVER OPENING DIMENSIONS AND LOCATIONS

NOTE:

sc4500TRANSMITTER

PH SENSOR

WORK RAMP

4'

2'- 9"

PORTABLE EYE

WASH STATION

PRESSURE TRANSMITTER

PD1.0

'-0

18'-0"

24"x6" FLOOR PENETRATION FOR FOUR

ELECTRICAL CONDUITS

(RE: ELEC)

(SEAL PENETRATION)

RELOCATED FINAL FILTER

(FF-1)

P1.1 B

PRESSURE TRANSMITTER

INJECTION POINT FOR

CHLORINE TANK

CALIBRATION COLUMN

PANEL

(TYP 2)

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MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TREATMENT

BUILDING

WY

KAT

P1.0

N/A

28699

KE

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PROFESS I ONA L ENG I NEER

CO

SCALE OF FEET

0 1 2

POWER DISTRIBUTION PANEL

6" MIN FLOOR PENETRATION

(OWNER TO COORDINATE LOCATION WITH

PREMANUFACTURED BUILDING SUPPLIER)

WTF CONTROL PANEL

BALL VALVE

(TYP 8)

RELOCATED

PRE-FILTER

(PF-1)

SAMPLE TAP

(TYP 8)

GREENSAND FILTER

(GS-1)

PHOSPHORIC

ACID PUMP

CHLORINE PUMPCAUSTIC PUMP

STATIC MIXER

PIPE SUPPORT

(TYP)

4" MIN FLOOR PENETRATION

(OWNER TO COORDINATE LOCATION WITH

PREMANUFACTURED BUILDING SUPPLIER)

RELOCATED ACID WASH

CARBON FILTER

(AWCF-1)

RELOCATED FINAL FILTER

(FF-1)

BACKFLOW

PREVENTER

RELOCATED

FLOW

METER

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WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

ARV

A P1.0

SECTION

1" = 1'-0"

B P1.0

SECTION

1" = 1'-0"

RELOCATED BAFFLE

TANK NO. 2

RELOCATED BAFFLE

TANK NO. 1

CONNECTION W/

MALE ADAPTOR

(TYP 2)

BALL VALVE

(TYP 8)

WORK RAMP

sc4500

TRANSMITTER

PH SENSOR

PORTABLE EYEWASH STATION

(COORDINATE FINAL LOCATION

DURING CONSTRUCTION)

PRESSURE TRANSMITTER

PD1.0

PD1.0CHEMICAL INJECTION

(TYP 3)

RELOCATED KDF FILTER

(KDF-1)

PD1.0

PUMP SHELF

(TYP 3)

PRESSURE TRANSMITTER

CAUSTIC TANK CHLORINE TANK PHOSPHORIC ACID TANK

CALIBRATION COLUMN PANEL

(COORDINATE FINAL LOCATION

DURING CONSTRUCTION)

CALIBRATION COLUMN

(TYP 2)

BALL VALVE

(TYP 2)

CAM LOCK

(TYP 2)

FROM CHLORINE PUMP

TO INJECTION POINT

PRV, PRESSURE GAUGE, VALVES, ETC.

NOT SHOWN, PROVIDED IN SUBMITTAL

(RE: G1.1)

(TYP 2)

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

N/A

P1.1

KAT

WY

TREATMENT

BUILDING

28699

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LORADO L I CENSED

CHEMICAL INJECTOR DETAIL

NTS

P1.0

BALL VALVE

NPT TUBE FITTING

FLEXIBLE TUBING

(SEE PLAN FOR

SIZE & MATERIAL)

SST SAFETY

CHAIN & LOCK

PIPE

(SEE PLAN FOR

SIZE & MATERIAL)

ELASTOMERIC

CHECK VALVE

SOLUTION

TUBE

1/3 TO 1/2

Ø OF PIPE

NPT TUBE FITTING

BALL CHECK VALVE

PACKING NUT

SOLUTION TUBE ADAPTOR

CORPORATION STOP

TAPPING SADDLE OR BOSS

FROM

METERING PUMP

1 PIPE

2 sc4500 CONTROLLER 3 pH PROBE

4 INSERTION MOUNT

NOTE

1. pH PROBE SHALL BE INSTALLED

VERTICALLY IN HORIZONTAL PIPE.

FLOOR PIPE SUPPORT DETAIL

NTS

PIPE

2", 3" 4"-12" 14"-16" 18"-24"

CLAMP

.375"x1.5" .5"x2"

.625"x3" .75"x4"

THREADED

.75" 1"

1.5" 2"

STUD ØSIZE SIZE

BASE

6"x6" 8"x8"

12"x12" 12"x12"

PLATE

BASE

2" 2" 3" 4"

PIPE

P1.0

TWO PIECE, FULL CIRCLE

SADDLE CLAMP TO MATCH

PIPE DIAMETER

BOLT BASE PLATE TO FLOOR W/

1/2"Ø EXPANSION OR

ADHESIVE ANCHORS, 1/2" EMBED

(UNLESS OTHERWISE NOTED)

NUT WELDED

TO BASE PIPE

THREADED STUD

1/2" NEOPRENE GASKET

GLUED TO SADDLE

NON-SHRINK GROUT

(1" MIN)

BASE PIPE WELDED

TO BASE PLATE

PAINT TO MATCH

PIPING

*USE MINIMUM 3" BASE PIPE FOR PIPE SUPPORT TALLER THAN 36"

PIPE HANGER DETAIL

NTS

PIPE SIZE

2" & SMALLER

2 1/2" 3" & 4"

6" THRU 12"

HANGER ROD Ø

3/8" 1/2" 5/8" 3/4"

P1.0

PIPE

(SEE PLAN FOR

SIZE & MATERIAL)

CLEVIS HANGER

ANVIL INTL FIG 260

OR ACCEPTED SUBSTITUTION

HANGER ROD

PAINT TO MATCH PIPING

NOTE:

TOTAL LOADING ON EACH CONCRETE INSERT SHALL NOT

EXCEED MANUFACTURER'S RECOMMENDED LOADINGS.

SEE PLANS

FOR CEILING TYPE

ANCHOR OR BEAM CLAMP

TO SUIT BUILDING

CONSTRUCTION

UNISTRUT WALL PIPE SUPPORT DETAIL

NTS

P1.0

1/2"Ø EXP BOLTS

W/ 1/2" EMBED

(TYP 2)

P1000 UNISTRUT

W/ PIPE CLAMP

@ 10' OC

PIPE

(SEE PLANS)

CONC WALL

90°

WALL PIPE SUPPORT DETAIL

NTS

VARIES

(SEE PLAN)

1/4" BOTH SIDES

P1.0

GALV STL ANGLE

OR BENT PLATE

P1.0 pH SENSOR DETAIL

NTS

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SHEET

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

MONUMENT FIRE

CENTER

WATER TREATMENT

PIKE-SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND COMANCHE

NATIONAL GRASSLANDS

PIKES PEAK RANGER DISTRICT

MONUMENT FIRE CENTER

R2

ROCKY MOUNTAIN REGION

9/10/2025 18

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

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DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WY

KAT

PD1.0

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PROCESS DETAILS

28699

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MECHANICAL COVER SHEET

-0 9-

B

ID

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M0.1

SHEET NO. SHEET DESCRIPTION

SHEET INDEX

ISSUE

MECHANICAL PLANM1.0

MECHANICAL SCHEDULESM3.1

ABOVE FINISHED FLOORAFF

DESCRIPTION

MECHANICAL LEGEND

SYMBOLABBR

RA

SA

MVD

OA

EA

SUPPLY AIR

RETURN AIR

EXHAUST AIR

OUTSIDE AIR

MANUAL VOLUME DAMPER

UNO UNLESS NOTED OTHERWISE

EXISTINGE

DEMOD

POINT OF CONNECTION NEW TO EXISTING

T-STAT THERMOSTATT

S SPACE TEMP SENSOR W/ OVERIDE & LCD SETPOINT ADJUSTMENT

GENERAL NOTES

1. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES, LOCAL CODES, AND

OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION DOCUMENTS.

2. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND

INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER.

3. CONTRACTOR SHALL COORDINATE WORK INDICATED WITH PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND ARCHITECTURAL DIVISIONS. VERIFY FIT OF MECHANICAL SYSTEMS PRIOR TO FABRICATION. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE

IS POURED OR BLOCK IS SET.

4. PROVIDE ALL EQUIPMENT SCHEDULED OR INDICATED ON THE DRAWINGS BUT NOT INCLUDED WITHIN THE SPECIFICATIONS INCLUDING ANY REQUIRED BUT NOT LISTED MISC ITEMS NEEDED TO PROVIDE COMPLETELY OPERATIONAL SYSTEMS AS INDICATED WHETHER SPECIFICALLY CALLED FOR OR NOT. INSTALLATION SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE SUBMITTALS FOR ALL PROPOSED EQUIPMENT AND MATERIALS TO BE UTILIZED. PROVIDE OPERATION AND MAINTENANCE

MANUAL FOR ALL SYSTEMS AND EQUIPMENT AT END OF PROJECT.

5. ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL

DRAWINGS AND ELECTRICAL CONTRACTOR PRIOR TO EQUIPMENT ORDER RELEASE. ADDITIONAL

ELECTRICAL WORK RESULTING FROM EQUIPMENT SUBSTITUTION IS THE RESPONSIBILITY OF THIS

CONTRACTOR.

6. DRAIN PIPING FROM EQUIPMENT SHALL BE ROUTED SO AS NOT TO CREATE A TRIPPING HAZARD.

COORDINATE ACTUAL DRAIN CONNECTIONS WITH PLUMBING CONTRACTOR.

7. ITEM DESIGNATIONS INDICATED HEREON ARE FOR PURPOSES OF THESE DOCUMENTS ONLY. CONTRACTOR SHALL VERIFY WITH OWNERS REPRESENTATIVE ACTUAL "TAGGING" INFORMATION TO BE PROVIDED FOR

EACH ITEM OF MECHANICAL EQUIPMENT PRIOR TO NAMEPLATE ORDER RELEASE.

8. DUCT SIZES INDICATED ARE OUTSIDE SHEETMETAL DIMENSIONS, BRANCH RUNOUT DUCTS TO DIFFUSERS AND GRILLES TO BE SAME SIZE AS DIFFUSER OR GRILLE CONNECTION SIZE UNLESS OTHERWISE NOTED.

9. LENGTH OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO 5'-0" MAX. HORIZONTAL RUN WITH ONLY ONE 90^ ELBOW PERMITTED. SECURE FLEXIBLE DUCTWORK WITH SCREWS & DRAWBANDS PER SMACNA STANDARDS.

10. AT THE COMPLETION OF WORK, PROVIDE TESTING AND BALANCING SERVICES FOR MECHANICAL SYSTEM.

SUBMIT WRITTEN REPORT TO ARCHITECT LISTING SYSTEM AIRFLOWS, ELECTRIC DATA, TEMPERATURES, AND

PRESSURE DROPS.

11. AT THE COMPLETION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE, ALL PARTS OF THE WORK INSTALLED

UNDER THIS SPECIFICATION SHALL BE THOROUGHLY CLEANED.

12. ALL EQUIPMENT, MATERIALS, AND INSTALLATION IS TO BE WARRANTEED FOR ONE YEAR TO BE FREE FROM

DEFECT. PROVIDE WRITTEN WARRANTY TO OWNER.

13. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM

HIS WORK.

MECHANICAL SPECIFICATIONS

SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL PER SMACNA DUCT CONSTRUCTION STANDARDS. SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE CONSTRUCTED FOR 2" W.C. STATIC PRESSURE. SPIRAL LOCK-FORMED ROUND DUCT MAY BE UTILIZED WHERE SPACE ALLOWS.