Kings Pointe 30% Design_Markups for Phase 1_Flattened.pdf

Pueblo

Aurora

Fort Collins

Boulder

Golden

Morrison

Canon City

Vail

Avon

Aspen

Byers

DENVER

Castle Rock

Colorado Springs

Buena Vista

Loveland

Estes Park

Granby

Lakewood

Brighton

Greeley

COLORADO

Genesee

Leadville

Breckenridge

E-470

Silverthorne

Fairplay

VICINITY MAP LOCATION MAP

INDEX OF DRAWINGS

NTS

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

NO DATE REVISION BY CHK PROJECT NO

OF

507108153

DWG

SHEET NO

G1

PROJECT SITE

NTS

CITY OF AURORA

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

30% DESIGN

Owner Aurora Water Department Clinton Weisz 303-478-4610

Engineer Mott MacDonald Michael Altland 973-912-2523

Aurora Water Department Date

City Engineer Date

Approved for One Year From this Date

Parks, Recreation and Open Space Date

CITY OF AURORA PO # XXXX

X

GENERAL

G1 G2 G3 G4 G5

C1 C2 C3 C4 C5 C6

C9

CIVIL

GRADING, EROSION AND SEDIMENT CONTROL

GS1

GS2

GS3

GS4

GS5

GS6

GS7

GS8

D1 D2

DETAILS

of of of of of of of of of of of of of of of of of of of of of of

COVER, LOCATION, VICINITY MAP, & INDEX OF DRAWINGS

ABBREVIATIONS AND PIPE CROSSING NOTES

GENERAL NOTES

CIVIL LEGEND

SURVEY CONTROL

D3 27 of

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

OVERALL SITE PLAN AND KEY MAP

STAGING AND STOCKPILING AREA PLAN

GRAVITY SEWER STA 100+00 TO 111+00

GRAVITY SEWER STA 111+00 TO 124+00

PLAN - EXISTING SEWER ONLY

GRAVITY SEWER STA 200+00 TO 212+47

GRAVITY SEWER STA. 235+67 TO END

GESC PLANS (NOT INCLUDED IN 30% DESIGN)

DETAILS (NOT INCLUDED IN 30% DESIGN)

C7 C8 of of

XX

XX

GRAVITY SEWER STA. 212+47 TO 223+55

GRAVITY SEWER STA. 223+55 TO 235+67

GESC PLANS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

DETAILS (NOT INCLUDED IN 30% DESIGN)

DETAILS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

PARKER RO

AD

BRONCOS PARKWAY

D4 28 of XX DETAILS (NOT INCLUDED IN 30% DESIGN)

S CHAMBERS WAY

PROPOSED

INTERCEPTOR

ALIGNMENT

PROPOSED

INTERCEPTOR

ALIGNMENT

GS8 23 of XX GESC DETAILS (NOT INCLUDED IN 30% DESIGN) GS8 24 of XX GESC DETAILS (NOT INCLUDED IN 30% DESIGN)

PHASE 1

MARKUPS FOR KINGS POINTE

INTERCEPTOR - SCHEDULE B -

PHASE 1

PHASE I PROJECT START

PHASE I PROJECT END

ELECTRIC, EASTING

FLANGED COUPLING ADAPTER

GALVANIZED STEEL PIPE

HIGH WATER LEVEL

EQUIVALENT, EQUATION

EDGE OF PAVEMENT

ELECTRIC, ELECTRICAL

REINFORCED CONCRETE

HORIZONTALHORIZ

COUPLING

RC

CTR CENTER

RCP REINFORCED CONCRETE PIPE

INT

HWL

HWY

ID

IE

HIGHWAY

INSIDE DIAMETER

INTERSECTION

INVERT ELEVATION

LOC

BOC

CMP

CONN

CPLG

COP

COORD

CONST

C&G

CONC

CMU

CMT

CB

CIP

CLR

CL

CATV

BOT

BRG

BFV

BM

BLK

BK

BLDG

BC

BF

AWS

A/V

AUX

AVRV

AUTO

AH

APPROX

ALUM

ASTM

ARV

BOTTOM OF CONCRETE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CURB AND GUTTER

COORDINATE

CONCRETE

CONSTRUCTION

CONNECTION

COPPER

CEMENT

CABLE TELEVISION

CENTERLINE

CAST IRON PIPE

CATCH BASIN

CLEAR

CLASS

BEARING

BOTTOM

PI

R, RAD

PVC

PVMT

PVI

PL

PT

PRV

POB

PC

PE

OC

OD

OF

AIR/VACUUM MANHOLE

BLIND FLANGE, BOTTOM FACE

BRASS CAP, BOTTOM OF CURB

AMERICAN WELDING SOCIETY

AIR & VACUUM RELEASE VALVE

AMERICAN SOCIETY OF TESTING MATERIALS

APPROXIMATE, APPROXIMATELY

BUTTERFLY VALVE

BUILDING

BENCHMARK, BEAM

BLOCK

BACK

AT

ALUMINUM

AUXILIARY

AUTOMATIC

AIR RELEASE VALVE

AHEAD

MIN

NOM

NO, #

NTS

NPT

NIC

MISC

MJ

MATL

MAX

MFR

MECH

MH

LONG

LT

LP

AC

AB

AGGR AGGREGATE

ASBESTOS CEMENT

ANCHOR BOLT

LF

LH

L

DROP INLETDI

POINT OF TANGENCY

PRESSURE REDUCING VALVE

POINT OF BEGINNING

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE PLASTIC PIPE

POINT OF INFLECTION

PROPERTY LINE

PAVEMENT

RADIUS

OUTSIDE FACE

ON CENTER

POINT OF CURVE

OUTSIDE DIAMETER

PLAIN END

NATIONAL PIPE THREADS

MINIMUM

NOT IN CONTRACT

MECHANICAL JOINT

MISCELLANEOUS

NOT TO SCALE

NUMBER

NOMINAL

LIGHT POLE

LONGITUDINAL

MECHANICAL

MANUFACTURER

MATERIAL

MAXIMUM

MANHOLE

LEFT

LOCATION

GSP

GVL

GV

H

GB

GND

GALV

GR

G

FIG

F/O

FL

FLG

FT

FDN

FCA

FF

FH

GRADE BREAK

GRAVEL

GROUND

GALVANIZED

GATE VALVE

HEIGHT

GAS

GRADE

FIBER OPTIC

FOUNDATION

FLOW LINE

FIRE HYDRANT

FINISHED FLOOR

FOOT, FEET

FIGURE

FLANGE

E/M

EQ

EOP

EX

EXP

EXT

ECC

EA

EL

ELEC

DIST

DJ

DN

DWG

E

DIR

DIA

DIP

DIM

EASEMENT

ECCENTRIC

ELEVATION

EXISTING

EXPOSED OR EXPANSION

EXTERIOR

EACH

DEFLECT JOINT

DIRECTION

DIAMETER

DISTANCE

DIMENSION

DRAWING

DUCTILE IRON PIPE

DOWN

ABBREVIATIONS

LINEAR FEET

LEFT HAND

LENGTH

D

DET DETAIL

DRAIN

WWF

YD

W/ W/O W

VERT

WELDED WIRE FABRIC

WATER MAIN

YARD

VERTICAL

WITHOUT

WITH

REQUIREDREQD

UNLESS NOTED OTHERWISE

TOP OF CURB CONCRETE

UNDERGROUND TELEPHONE

TAN

VCP

VC

UNO

UT

TRANSV

TW

TYP

TV

TOC

TOP

TOPO

THK

TO

THD`D

TEL

TEMP

TECH

TRACER WIRE

TRANSVERSE

VERTICAL CURVE

VITRIFIED CLAY PIPE

TELEVISION

TYPICAL

TEMPERATURE

TOPOGRAPHY

TOP OF PIPE

THICK (NESS)

TOP OF

TELEPHONE

TECHNICAL

TANGENT

THREADED

T & B

TB

STD

STL

SPEC'D

SST

STA

ST

SQ

SS, SAN

SH, SHT

SPEC

SP

SCH

SEC

RWM

R&R

ROW

RT

STORM SEWER

TOP & BOTTOM

THRUST BLOCK

STAINLESS STEEL

STEEL

STANDARD

SQUARE

SPECIFIED

STATION

REMOVE AND REPLACE

REUSE WATER MAIN

SIGNAL POLE

RIGHT OF WAY

SANITARY SEWER

SPECIFICATIONS

SECTION

SCHEDULE

SHEET

RIGHT

REF, RE

RED

REFER OR REFERENCE

REDUCER

BURIED ELECTRICALBE

OVERHEAD ELECTRICOHE

OPNG OPENINGOPENINGOPNG

COA CITY OF AURORA

DEGREEDEG

AFF ABOVE FINISHED FLOOR

CONTROL POINTCP

PER SQUARE FOOTPSF

POUNDS PER SQUARE INCHPSI

HIGH DENSITY POLYETHYLENEHDPE

CY CUBIC YARD

IP IRON PIPE

EW EACH WAY

REINFORCED CONCRETE BOX CULVERTRCBC

ACWWA ARAPAHOE COUNTY WATER AND WASTEWATER AUTHORITY

ECCV EAST CHERRY CREEK VALLEY WATER AND SANITATION DISTRICT

VCC VALLEY COUNTRY CLUB

IRR IRRIGATION

SIM SIMILAR

PIPE CROSSING NOTES:

CDOT COLORADO DEPARTMENT OF TRANSPORTATION

GESC GRADING, EROSION, AND SEDIMENT CONTROL

PKWY PARKWAY

S SOUTH

N NORTH, NORTHING

1. MAINTAIN MINIMUM OF TEN (10 ) FEET HORIZONTAL SEPARATION BETWEEN SEWER (GRAVITY SEWER AND FORCEMAINS) AND EXISTING WATER UTILITIES, EXCEPT WHEN CROSSING. MAINTAIN MINIMUM OF FIVE (5) FEET HORIZONTAL SEPARATION

BETWEEN SEWER AND ALL OTHER UTILITIES, EXCEPT WATER.

2. SEWER LINES WHICH CROSS LESS THAN 1.5 FEET VERTICALLY BELOW THE WATER LINE SHALL BE DUCTILE IRON PIPE AND EXTEND TEN (10) FEET ON EITHER SIDE OF THE WATER MAIN. THE JOINTS OF THE PIPE SHALL BE ENCASED IN SIX (6) INCHES

OF CONCRETE.

3. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM FIVE (5) FEET EARTH COVER OVER BURIED PIPES AND APPURTENANCES

CONVEY WATER, FLUIDS, OR SOLUTIONS SUBJECT TO FREEZING.

4. COORDINATE WITH PROPERTY OWNERS FOR ASSISTANCE IN LOCATING EXISTING IRRIGATION SYSTEM PIPING.

5. EXISTING UTILITIES SHALL BE FIELD LOCATED, PROTECTED, AND SUPPORTED AS REQUIRED DURING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY AND THE UTILITY OWNER. WHEN THE PIPELINE CROSSES BENEATH EXISTING UTILITIES, SPECIFIED PIPELINE EMBEDMENT MATERIAL SHALL EXTEND FROM BENEATH THE NEW PIPELINE TO AN ELEVATION OF SIX (6) INCHES ABOVE THE CROSSED UTILITY.

6. ALL EXISTING UTILITIES MUST REMAIN IN SERVICE DURING AND AFTER CONSTRUCTION.

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

X

G2

ABBREVIATIONS AND

PIPE CROSSING NOTES

L. FARIAS

C. CONFER

M. TILKO

C :\U

SE

R

S\

FA

R

\A

PP

D

AT

A\

LO

C

AL

\P R

O

JE

C

TW

IS

E\

W O

R

KD

IR

\M

O

TT

-U

SE

-P W

-1 4\

D

1\ G

2.

D

W G

SA

VE

D

AT

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PM

ARAPAHOE COUNTY NOTES:

1. THE COUNTY ENGINEER STAMP AND SIGNATURE AFFIXED TO THIS DOCUMENT INDICATES THE DEPARTMENT OF PUBLIC WORKS AND DEVELOPMENT HAS REVIEWED THE DOCUMENT AND FOUND IT IN GENERAL CONFORMANCE WITH THE ARAPAHOE COUNTY SUBDIVISION REGULATIONS OR APPROVED VARIANCES TO THOSE REGULATIONS. THE COUNTY ENGINEER, THROUGH APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY, OTHER THAN STATED ABOVE, FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. THE OWNER AND ENGINEER UNDERSTAND THAT IT IS THE POLICY AND PRACTICE OF ARAPAHOE COUNTY NOT TO ACCEPT LIABILITY FOR FACILITIES DESIGNED BY OTHERS. THE RESPONSIBILITY FOR THE ENGINEERING ADEQUACY OF THE FACILITIES DEPICTED IN THIS DOCUMENT LIES SOLELY WITH THE REGISTERED PROFESSIONAL ENGINEER WHOSE STAMP AND SIGNATURE ARE AFFIXED TO THIS DOCUMENT.

2. ALL ROADWAY CONSTRUCTION SHALL CONFORM TO THE ARAPAHOE COUNTY INFRASTRUCTURE DESIGN AND

CONSTRUCTION STANDARDS.

3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE ARAPAHOE COUNTY DEPARTMENT OF PUBLIC WORKS AND DEVELOPMENT. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND

SPECIFICATIONS.

4. THE CONTRACTOR SHALL NOTIFY THE ARAPAHOE COUNTY DEPARTMENT OF PUBLIC WORKS AND DEVELOPMENT INSPECTION SECTION AT 720-874-6500, A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS

PRIOR TO STARTING CONSTRUCTION.

5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO ACTUAL CONSTRUCTION.

FOR INFORMATION CONTACT THE DENVER INTER-UTILITY GROUP AT 303-534-6700, OR AT 1-800-922- 1987.

6. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE DEPARTMENT OF

PUBLIC WORKS AND DEVELOPMENT) AND ONE (1) COPY OF THE INFRASTRUCTURE DESIGN AND

CONSTRUCTION STANDARDS AT THE JOB SITE AT ALL TIMES.

7. A PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO ARAPAHOE COUNTY FOR APPROVAL WITH THE PERMIT APPLICATION. A STREET CUT AND RIGHT OF WAY USE PERMIT OR PUBLIC IMPROVEMENT CONSTRUCTION PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL

PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION.

8. THESE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COUNTY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID AND WILL BE SUBJECT TO

ADDITIONAL REVIEW AND ACCEPTANCE BY ARAPAHOE COUNTY.

9. CONTRACTOR SHALL NOTIFY THE ARAPAHOE COUNTY ENGINEERING INSPECTION SECTION WHEN WORKING OUTSIDE OF THE PUBLIC RIGHT-OF-WAY ON A FACILITY, WHICH WILL BE CONVEYED TO THE COUNTY, URBAN DRAINAGE AND FLOOD CONTROL DISTRICT, OR OTHER SPECIAL DISTRICT FOR MAINTENANCE (STORM SEWER, ENERGY DISSIPATERS, DETENTION POND OUTLET STRUCTURES, OR OTHER DRAINAGE INFRASTRUCTURE).

FAILURE TO NOTIFY THE ENGINEERING INSPECTION SECTION TO ALLOW FOR INSPECTION OF THIS

CONSTRUCTION MAY RESULT IN NON-ACCEPTANCE OF THE FACILITIES BY THE COUNTY

JURISDICTIONAL DIVISION OF PROJECT BY LF OF TRENCH

CITY OF AURORA: 0 LF

CITY OF CENTENNIAL: 4,300± LF

UNINCORPORATED ARAPAHOE COUNTY: 1,800± LF

THE FOLLOWING NOTES APPLY ONLY TO ROADWAY CONSTRUCTION/TRENCH PATCHING WITHIN UNINCORPORATED

ARAPAHOE COUNTY:

1. THE CITY ACCEPTANCE SIGNATURE AFFIXED TO THIS DOCUMENT INDICATES THAT THE CITY OF CENTENNIAL HAS REVIEWED THE DOCUMENT AND FOUND IT IN GENERAL CONFORMANCE WITH CITY OF CENTENNIAL ROADWAY DESIGN AND CONSTRUCTION STANDARDS OR APPROVED VARIANCES TO THOSE STANDARDS. THE PUBLIC WORKS DIRECTOR, THROUGH APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY, OTHER THAN THAT STATED ABOVE, FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. THE ENGINEER OF RECORD UNDERSTANDS THAT IT IS THE POLICY AND PRACTICE OF THE CITY OF CENTENNIAL NOT TO ACCEPT LIABILITY FOR FACILITIES DESIGNED BY OTHERS. THE RESPONSIBILITY FOR THE ENGINEERING ADEQUACY OF THE FACILITIES DEPICTED IN THIS DOCUMENT LIES SOLELY WITH THE REGISTERED PROFESSIONAL ENGINEER WHOSE STAMP AND

SIGNATURE IS AFFIXED TO THIS DOCUMENT.

2. EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE PLANS AND SPECIFICATIONS, ALL ROADWAY CONSTRUCTION SHALL CONFORM TO CITY OF CENTENNIAL ROADWAY DESIGN AND CONSTRUCTION STANDARDS, LATEST REVISION.

3. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL APPLICABLE LAWS AND REGULATIONS.

4. ALL SIGNS AND STRIPING SHALL COMPLY WITH MUTCD, LATEST EDITION, AND CITY OF CENTENNIAL REQUIREMENTS.

5. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED.

6. ALL ELEVATIONS ARE [INDICATE TOP OF CURB OR FLOWLINE] UNLESS OTHERWISE NOTED

7. ALL ELEVATIONS ARE ON USGS [DATUM WITH DATE]. THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL. [RANGE POINT OR

MONUMENT SHALL BE SHOWN ON CONSTRUCTION PLANS.]

8. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE PLANS (APPROVED BY THE CITY OF CENTENNIAL) AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES REQUIRED BY THE CONSTRUCTION PROPOSED IN THESE PLANS, REGARDLESS OF NOTIFICATION

BY THE CITY.

9. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CITY AND THE ENGINEER OF RECORD. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. THE CITY PROJECT MANAGER SHALL BE NOTIFIED OF ANY PROPOSED CHANGES PRIOR TO

INSTALLATION OR CONSTRUCTION.

10. IT IS THE ENGINEER OF RECORD'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, BOTH ONSITE AND OFF-SITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NEEDED DUE TO CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS EITHER ON-SITE OR OFF-SITE THAT ARISE IN THE FIELD WILL BE ENTIRELY THE CONTRACTOR’S RESPONSIBILITY. THE COST TO RECTIFY ANY ADVERSE SITUATION TO MEET THE CITY STANDARDS AND SPECIFICATIONS SHALL BE BORNE SOLELY BY THE CONTRACTOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER OF RECORD WITH A MARKED SET OF CONSTRUCTION DRAWINGS SHOWING ALL CHANGES MADE DURING CONSTRUCTION. THE AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY PROJECT

MANAGER.

12. THE CONTRACTOR SHALL NOTIFY THE CITY ROW INSPECTOR, AT 303-325-8000, A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS

PRIOR TO THE BEGINNING OF CONSTRUCTION.

13. WORK HOURS VARY DEPENDING ON ROADWAY CLASSIFICATION AND CAN BE FOUND IN THE CITY ROW REGULATIONS. WORK OUTSIDE OF THE SPECIFIED WORK HOURS REQUIRING A LANE CLOSURE MUST RECEIVE WRITTEN APPROVAL FROM THE CITY PROJECT MANAGER. WORK IS NOT PERMITTED ON SATURDAYS, SUNDAYS, OR CITY DESIGNATED HOLIDAYS WITHOUT APPROVAL OF THE CITY

PROJECT MANAGER.

14. THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE CITY ROW UNLESS OTHERWISE NOTED. THE CONTRACTOR MUST OBTAIN THE WRITTEN PERMISSION OF THE ADJACENT PROPERTY OWNER(S) PRIOR TO ANY OFF-SITE GRADING OR CONSTRUCTION.

15. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION AND APPROVAL OF THE CITY OR THE CITY’S DESIGNATED REPRESENTATIVE. THE CITY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT

CONFORM TO ITS STANDARDS AND SPECIFICATIONS.

16. THE CITY RESERVES THE RIGHT NOT TO ACCEPT ANY CONCRETE STRUCTURE IF SUBSEQUENT TESTING OR OBSERVATION REVEAL

IMPROPER INSTALLATION OR CONSTRUCTION.

17. PAVING SHALL NOT BEGIN UNTIL A SOIL REPORT AND PAVEMENT DESIGN IS APPROVED BY THE CITY PROJECT MANAGER AND

SUBGRADE COMPACTION TESTS ARE RECEIVED AND APPROVED BY THE CITY PROJECT MANAGER.

18. STANDARD CURB RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS, "T" INTERSECTIONS AND ALL OTHER DESIGNATED PEDESTRIAN ACCESS POINTS. ANY REQUIREMENTS OF TITLE II OF THE AMERICANS WITH DISABILITIES ACT (ADA) SHALL BE

INCORPORATED IN RAMP CONSTRUCTION.

19. A METHOD FOR HANDLING TRAFFIC (MHT) DURING CONSTRUCTION SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY FOR APPROVAL WITH THE ROW PERMIT APPLICATION. PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN FOR

TRAFFIC CONTROL DURING CONSTRUCTION.

20. ALL ESTIMATES OF QUANTITIES SHALL BE VERIFIED BY THE CONTRACTOR / SUBCONTRACTOR, WHO SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES AND PROVIDING THE WORK AND MATERIALS AS SHOWN ON THESE PLANS.

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

VISITORS, AND THE GENERAL PUBLIC WHO MAY BE AFFECTED BY THE CONSTRUCTION.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO IMPROVEMENTS AND LANDSCAPING CAUSED BY

CONSTRUCTION ACTIVITIES, TO EQUAL OR BETTER CONDITIONS.

23. THE CONTRACTOR SHALL PRESERVE ALL LANDSCAPING NOT TO BE REMOVED FOR CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESEEDING OR SODDING ALL AREAS DISTURBED BY CONSTRUCTION.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE AND SHALL REMOVE ALL DEBRIS RESULTING FROM WORK UNDER THIS CONTRACT TO AN APPROVED DUMP

SITE.

25. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR AT LEAST 48 HOURS BUT NO MORE THAN 1 WEEK PRIOR TO CONSTRUCTION OR EXCAVATION. FOR INFORMATION, CONTACT UTILITY NOTIFICATION CENTER OF COLORADO (UNCC), AT 1-800-922-1987. THE CONTRACTOR MUST VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS, AND THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES THAT CONFLICT WITH THESE PLANS IN COORDINATION WITH THE RESPECTIVE UTILITY COMPANIES. NOTE THAT SEMSWA AND OTHER UTILITY ENTITITES DO NOT PARTICIPATE IN UNCC AND WILL REQUIRE DIRECT CONTACT FOR LOCATE SERVICES.

CITY OF CENTENNIAL NOTES:

CITY OF AURORA REQUIRED GENERAL NOTES

GENERAL NOTES - NEED TO UPDATE:

1. PROVIDE THRUST RESTRAINTS AS REQUIRED AND NOTED ON DETAIL 2600. THE SOIL BEARING PRESSURE FOR THRUST

RESTRAINTS FOR THIS PROJECT IS 1800 PSF.

2. REFER TO PROJECT SPECIFICATIONS FOR SELECTED CITY OF AURORA STANDARD DETAILS AND ARAPAHOE COUNTY

STANDARD DETAILS.

3. RETURN ALL DISTURBED ASPHALT, C&G, SIDEWALKS, FENCING, SERVICES, LANDSCAPING, DRIVEWAYS, SIGNS, IRRIGATION PIPING AND OTHER EXISTING SURFACE FEATURES TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. ANY DISTURBANCES TO PROPERTY OWNERS SHALL REQUIRE THE CONTRACTOR TO NOTIFY THE CITY OF AURORA AND EACH PROPERTY OWNER A MIN. 72 HOURS IN ADVANCE. PROPERTY

SHALL BE RESTORED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION WITHIN AREA.

4. CONTRACTOR SHALL NOTIFY ALL RESIDENTS IN WRITING PRIOR TO DISTURBANCE. THE CONTACT PERSON TO BE LISTED ON THE NOTICE WILL BE THE CONTRACTOR. THE CITY OF AURORA MUST PRE-APPROVE THE NOTICE PRIOR TO DISTRIBUTION TO RESIDENTS. IN ADDITION, CONTRACTOR SHALL PROVIDE ADDITIONAL NOTICE PRIOR TO DISRUPTION OF ANY

DRIVEWAYS.

5. INSTALL PIPING TO GRADE AND ALIGNMENT SHOWN. IF CONTRACTOR DESIRES ANY CHANGES TO SLOPES OF PIPES THAT WILL CREATE HIGH OR LOW POINTS WITHIN IN THE PIPELINE, THE ENGINEER MUST BE NOTIFIED PRIOR TO NEW WORK.

6. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CONNECTS TO, CROSSES OR RUNS ADJACENT TO EXISTING UTILITIES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THE CONFLICT'S

LOCATION, ELEVATION, UTILITY TYPE, AND SIZE.

7. RESIDENTIAL AND COMMERCIAL SERVICE CONNECTIONS INCLUDING TELEPHONE, CABLE, ELECTRICAL, GAS, WATER, SEWER AND OTHER UTILITIES ARE NOT SHOWN. FIELD VERIFY LOCATIONS PRIOR TO NEW WORK.

8. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH UTILITY OWNER.

9. REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES SHALL BE PERFORMED BY THE UTILITY OWNER. ALL COSTS ASSOCIATED WITH REPAIR, AND/OR REPLACEMENT OF EXISTING UTILITIES DUE TO CONTRACTORS ACTIVITIES SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

10. OBTAIN ALL PERMITS AS LISTED IN THE SPECIFICATIONS, AND/OR REQUIRED TO COMPLETE THE WORK.

11. DISTANCES SHOWN ON PROFILES ARE HORIZONTAL DISTANCES BETWEEN CENTER OF MANHOLES.

12. SEE CIVIL DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS.

13. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES DURING CONSTRUCTION. WHEN ENCASING THE EX.

WATER PIPES, CONTACT UTILITY OWNER PRIOR TO CONSTRUCTION. (ACWWA - 303-790-4830, ECCV - 303-693-3800)

14. SEE SPECIFICATIONS FOR ENVIRONMENTAL PROTECTION AND SPECIAL CONTROLS.

15. FOR PIPES PRESSURE TESTED ABOVE 5 PSI IN ADDITION TO THRUST BLOCKS, ALL FITTINGS AND VALVES SHALL BE

RESTRAINED.

16. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH

INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS.

17. MANHOLES SHALL BE IN ACCORDANCE WITH COA STANDARD DETAIL NO. 101, DRAWINGS, AND PROJECT SPECIFICATIONS.

PROVIDE 30" MANHOLE RING AND COVER UNLESS NOTED OTHERWISE. MANHOLE RING AND COVER SHALL BE IN ACCORDANCE WITH THE COA STANDARD DETAIL, WITH LETTERING ON COVER AS REQUIRED PER COA STANDARD DETAIL

NO. 103.

18. ALL MANHOLES AND VAULTS EXPOSED TO RAW SEWAGE SHALL HAVE INTERIOR COATED PER SPECIFICATION SECTION 09 96 00.

19. EXISTING VALVES SHALL ONLY BE OPERATED BY UTILITY OWNER.

20. STANDARD DETAILS REFERENCED ARE DETAILS ACCORDING TO THE COA PUBLIC UTILITY IMPROVEMENTS RULES AND

REGULATIONS REGARDING STANDARDS AND SPECIFICATIONS, PUBLISHED 2024.

21. PROVIDE PAVEMENT DESIGN REPORT FOR SUBMISSION TO ARAPAHOE COUNTY IN ACCORDANCE WITH ARAPAHOE COUNTY

INFASTUCTURE DESIGN AND CONSTRUCTION STANDARDS, IF PAVEMENT IS DISTURBED.

22. MAINTAIN CONSTRUCTION ACTIVITIES WITHIN COA EASEMENTS (PERMANENT & TEMPORARY) AND ROADWAYS.

THE FOLLOWING NOTES APPLY ONLY TO ROADWAY CONSTRUCTION/TRENCH PATCHING WITHIN CITY OF CENTENNIAL:

26. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES TO ASSURE CONSTRUCTION IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING, IN

ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF UTILITY SERVICE.

27. THE INSTALLATION OF UTILITIES SHALL BE DONE IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO

INSTALLATION OF THE WATER LINES AND DRY UTILITIES.

28. IF ANY INFORMATION NECESSARY FOR CONSTRUCTION IS NOT PROVIDED FOR IN THESE PLANS AND SPECIFICATIONS, THE CITY OF CENTENNIAL ROADWAY DESIGN AND CONSTRUCTION STANDARDS SHALL APPLY. IF NECESSARY INFORMATION IS NOT PROVDED IN CITY OF CENTENNIAL ROADWAY DESIGN AND CONSTRUCTION STANDARDS, THE FOLLOWING DOCUMENTS SHALL APPLY, IN THE ORDER OF PRECEDENCE

PRESENTED:

-COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION

-MGPEC PAVEMENT DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION -ARAPAHOE COUNTY INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, LATEST EDITION

1. ALL MATERIALS, WORKMANSHIP, CONSTRUCTION DETAILS, AND TESTING FOR THE WATER LINE CONSTRUCTION SHALL CONFORM TO STANDARDS AND SPECIFICATIONS REGARDING WATER, SANITARY SEWER AND STORM DRAINAGE

INFRASTRUCTURE LATEST REVISION AS SET FORTH BY THE AURORA WATER.

2. ALL FIRE HYDRANTS SHALL BE LOCATED NOT LESS THAN THREE FEET - SIX INCHES (3'- 6”) AND NOT MORE THAN EIGHT FEET (8') FROM THE BACK OF CURB TO THE CENTER OF THE HYDRANT AND BE UNOBSTRUCTED ON THE STREET SIDE.

MINIMUM CLEARANCE ON ALL OTHER SIDES SHALL BE FIVE FEET (5'). FIRE HYDRANTS MUST BE GRADE STAKED IN THE

FIELD. FIRE HYDRANTS ARE NOT ALLOWED IN SIDEWALKS.

3. ALL FIRE HYDRANTS MUST BE GRADE STAKED IN THE FIELD WHENEVER CURB AND GUTTER HAS NOT BEEN INSTALLED.

4. ALL UTILITY EASEMENTS MUST REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR

MAINTENANCE EQUIPMENT.

5. WATER MAIN RESTRAINT SHALL BE IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS REGARDING WATER, SANITARY SEWER AND STORM DRAINAGE INFRASTRUCTURE LATEST REVISION. MEGALUGS OR UNI-FLANGE MAY BE

USED IN PLACE OF RODS AND CLAMPS.

6. WATER LINE VALVES ARE NOT ALLOWED IN CROSS PANS.

7. ALL WATER METERS, WATER SERVICE LINES AND SANITARY SEWER SERVICE LINES ARE NOT ALLOWED IN OR UNDER

DRIVEWAYS.

8. ALL SANITARY SERVICE LINES SHALL BE TEES OFF OF MAINS. WYES SHALL BE USED FOR LOTS AT BACK OF

CUL-DE-SACS, OR UPSTREAM OF A DEAD-END MANHOLE.

9. WATER PRESSURE ZONE N/A. PRESSURE AT ELEVATION N/A. A PRESSURE REDUCING VALVE (PRV) IS REQUIRED WHEN

THE PRESSURE AT THE BUILDING UNIT IS GREATER THAN EIGHTY (80) PSI. PRV'S ARE NOT ALLOWED IN CITY OF AURORA

OWNED AND MAINTAINED METER PITS.

10. ADJUST ALL MANHOLES, FIRE HYDRANTS, AND VALVE BOXES TO GRADE PER AURORA WATER STANDARDS AND SPECIFICATIONS REGARDING WATER, SANITARY SEWER AND STORM SEWER INFRASTRUCTURE LATEST REVISION, AS

NECESSARY.

11. FIRE SERVICE LINES WITHOUT CHEMICAL FEED SYSTEMS REQUIRE AT LEAST A DOUBLE CHECK BACKFLOW ASSEMBLY. ALL OTHER FIRE LINES, COMMERCIAL, MULTI-FAMILY AND MASTER METERED SINGLE FAMILY RESIDENTIAL WATER SERVICE LINES REQUIRE A REDUCED PRESSURE BACKFLOW ASSEMBLY. CONTRACTORS ARE REQUIRED TO CONTACT AURORA WATER TO SCHEDULE A BACKFLOW ASSEMBLY INSPECTION PRIOR TO THE ISSUANCE OF A

CERTIFICATE OF OCCUPANCY.

12. THE CONTRACTOR SHALL CONTACT AURORA WATER ENGINEERING AT 303-739-7385 FOR INSPECTION OF ANY REQUIRED GREASE TRAPS OR SAND/OIL INTERCEPTORS PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

13. THE CONTRACTOR SHALL CONTACT THE AURORA WATER INSPECTION LINE AT 303-739-7385 AT LEAST TWO (2) BUSINESS DAYS IN ADVANCE OF COMMENCING CONSTRUCTION OF ANY WET UTILITY TO SCHEDULE INSPECTIONS.

14. THE SOILS RESISTIVITY TEST WAS NOT PERFORMED AND THE RESISTIVITY IS N/A.

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

G3

GENERAL NOTESL. FARIAS

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NOTES TO BE UPDATED FOR 90% SUBMITTAL

CIVIL LEGEND

NOTE:

1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME

SYMBOLS OR ABBREVIATIONS APPEARING ON THIS SHEET

MAY NOT BE USED.

EXISTING FIRE HYDRANT

SECTION CORNER

BORE HOLE

EXISTING WATER VALVE

EXISTING VENT PIPE

EXISTING FIBER OPTIC

EXISTING GUARDRAIL

EXISTING GAS VALVE

EXISTING ELECTRIC HANDHOLE

EXISTING WATER METER

EXISTING TELEPHONE PEDESTAL

EXISTING GUY WIRE

EXISTING DECIDUOUS TREEEXISTING SIGN

EXISTING UTILITY POLE

EXISTING MAILBOX

EXISTING STREET LIGHTPOLE

EXISTING WATER MANHOLE

EXISTING STORM MANHOLE

EXISTING SEWER MANHOLE

EXISTING WATERLINE

EXISTING BUILDING/STRUCTURE

EXISTING INDEX CONTOUR

EXISTING INTERMEDIATE CONTOUR

EXISTING GAS LINE

EXISTING CABLE TV LINE

EXISTING CULVERT

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING OVERHEAD UTILS

EXISTING ELECTRIC LINE

EXISTING TELEPHONE LINE

EXISTING SECTION LINE

EXISTING EDGE OF ASPHALT

EXISTING EDGE OF GRAVEL/DIRT

EXISTING CL DITCH

EXISTING WIRE FENCE

EXISTING SPLIT RAIL FENCE

EXISTING CHAIN LINK FENCE

EXISTING METAL/WOOD FENCE

UTILITY POTHOLE

EXISTING LANDSCAPE LIGHT

EXISTING ELECTRIC METER

EXISTING GREASE MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING TELEPHONE MANHOLE

EXISTING CLEAN OUT

EXISTING UTILITY HANDHOLE

EXISTING EVERGREEN TREE

EXISTING BUSH

EXISTING TRAFFIC HANDHOLE

EXISTING CABLE TV PEDESTAL

EXISTING BOLLARD/POST

EXISTING TREE STUMP

EXISTING TRAFFIC SIGNAL

EXISTING GAS METER

EXISTING ELECTRIC PEDESTAL

EXISTING IRRIGATION CONTROL VALVE

EXISTING WELL

EXISTING UTILITY MARKER

U

CATV

GM

EXISTING SPRINKLER HEAD

SURVEY POINT/CONTROL POINT

EXISTING RIGHT-OF-WAY LINE

EXISTING TREE LINE

BH-X

PROPERTY LINE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED LIMITS OF CONSTRUCTION

PROPOSED SANITARY SEWER CENTERLINE

S

PROPOSED INTERCEPTOR PIPE

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

G4

CIVIL LEGEND

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SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

G5

SURVEY CONTROL

PS&M

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250' 125' 0' 250' 500'

1" = 250'

E BRONCOS PKWY

S. PARKER RD.

SH

EET C

SHEET C4

SHEET C5

SH

EET C

SH

EET C

SHEET C8

SHEET C9

S. CHAMBERS WAY

SH

EET C

CHERRY CREEK

1,000'

SCALE OF FEET

500'0'500'

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

C1

GRAVITY SEWER

OVERALL PLAN

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OVERALL PLAN

X

1"=500'

SHEET C3

INTERCEPTOR ALIGNMENT

STA 100+00 TO 111+00

SHEET C4

INTERCEPTOR ALIGNMENT

STA 111+00 TO 124+00

SHEET C5

GRAVITY SEWER

SHEET C6

INTERCEPTOR ALIGNMENT

STA 200+00 TO 212+47

SHEET C7

INTERCEPTOR ALIGNMENT

STA 212+47 TO 223+55

SHEET C9

INTERCEPTOR ALIGNMENT

STA 235+67 TO END

SHEET C8

INTERCEPTOR ALIGNMENT

STA 223+55 TO 235+67

SHEET C2

STAGING AND STORAGE

APPROXIMATE START OF KINGS

POINTE - SCHEDULE B - PHASE I

APPROXIMATE END OF KINGS

POINTE - SCHEDULE B - PHASE I

EX

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SSSSSSSSSSSSSSSSSS

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SSSSSS

EX

"W

EX

"W

MH 347-B

STA 200+17

MH KP7

STA 203+45

MH KP8

STA 207+45

MH KP9

STA 211+58

E.

B

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OWNER:

TAGAWA ROSE FARMS, INC.

P.I.D. 2073-32-1-15-001

LOT 1

TAGAWA ROSE FARMS

FILING NO. 1

REC. NO. D3074984

OWNER:

CREEKVIEW AT RIVER RUN II

P.I.D. 2073-32-1-14-001

EX 18"SSEX 18"SSEX 18"SS

EX 18"SS

EX

4"

SS 24" PVC SS

24" PVC SS

PROTECT TREES

42" STEEL CASING PIPE

24" PVC SS 24" PVC SS

S. L

EWISTON W

AY

JACK AND BORE

RECEIVING PIT

JACK AND BORE

LAUNCH PIT

CHERRY CREEK

COLORADO FRONT RANGE TRAIL

M

AT

C H

LI

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TA

+0

SH

T.

C

MATCHLINE SHT C5

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

C6

STA 200+00 TO 212+47

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PM

SCALE OF FEET

50050

10505

HORIZ

VERT

M

ATC

H

LIN

E SH

T C

NOTES:

1. MINIMIZE DISTURBANCE OF

WETLANDS, RESTORE

WETLANDS AND DITCH WHERE

DISTURBED. PROVIDE SEEDING

& PLANTING.

2. REMOVE AND REPLACE EX

CONCRETE PATH AS REQUIRED

FOR SEWER INSTALLATION.

REPLACE PER ARAPAHOE

COUNTY STANDARDS. PROVIDE

TEMP PATH (CRUSHER FINE 4"

MIN THICKNESS). DETOUR

AROUND WORK AREA WHERE EX

CONCRETE PATH IS REMOVED

FOR CONSTRUCTION.

3. REMOVE AND REPLACE EX

FENCE AS REQUIRED FOR

CONSTRUCTION.

M

AT

C H

LI

N

E S

TA

+0

SH

T.

C

PROFILE TO BE PREPARED FOR 90% DESIGN

KEY PLAN

1"=2,000'

BRONCOS PKWY

PAR

KER

R D

CHAMBERS RD

JACK AND BORE PIT TO BE

RELOCATED TO THIS

APPROXIMATE LOCATION.

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

ANY DISTURBANCE TO THE

EXISTING TRAIL. DUE TO GRAVITY

SANITARY SEWER CONSTRUCTION,

TRAIL SHALL BE REPLACED IN KIND

AND SHALL NOT DEVIATE FROM

EXISTING LONGITUDINAL GRADE OR

CROSS-SLOPE.

BRONCOS TRAILHEAD PARKING LOT

ACCESS TO REMAIN OPEN, UNLESS

OTHERWISE AGREED UPON BY

STAKEHOLDERS

TEMPORARY TRAIL DETOUR TO

BE DETERMINED PRIOR NEXT

DELIVERABLE

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

NOTE:

1. CITY OF CENTENNIAL REQUIRES ALL TREES TO BE REPLACED WITH EXACT

SPECIES IN THE EQUAL NUMBER OF CALIPER INCHES REMOVED. IF THE EXACT

SPECIES IS NOT AVAILABLE, A SIMILAR, NATIVE TREE SHALL BE USED AS A

REPLACEMENT. TREES SHALL BE A MINIMUM OF 2-INCH CALIPER.

2. IRRIGATION SYSTEM SHALL BE INSTALLED AND 2 YEARS OF TEMPORARY

IRRIGATION SHALL BE PROVIDED.

3. NO GRADE CHANGES SHALL BE ALLOWED BETWEEN THE EXISTING AND

REPLACED TRAIL.

.0

.0

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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

MH KP10

STA 215+53 MH KP11

STA 218+46

MH KP12

STA 222+15

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OWNER:

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

EX 18" PVC SS

EX 18" PVC SS

EX 18" PVC SS

EX 18" PVC SS

24" PVC SS

24" PVC SS 24" PVC SS

24" PVC SS

CHERRY CREEK

COLORADO FRONT RANGE TRAIL

PROTECT TREE

M

AT

C H

LI

N

E S

TA

+0

SH

T.

C

M

AT

C H

LI

N

E S

H T

C

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

C7

STA 212+47 TO 223+55

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SCALE OF FEET

50050

10505

HORIZ

VERT

5700 5700

NOTES:

1. MINIMIZE DISTURBANCE OF

WETLANDS, RESTORE

WETLANDS AND DITCH WHERE

DISTURBED. PROVIDE SEEDING

& PLANTING.

2. REMOVE AND REPLACE EX

CONCRETE PATH AS REQUIRED

FOR SEWER INSTALLATION.

REPLACE PER ARAPAHOE

COUNTY STANDARDS. PROVIDE

TEMP PATH (CRUSHER FINE 4"

MIN THICKNESS). DETOUR

AROUND WORK AREA WHERE EX

CONCRETE PATH IS REMOVED

FOR CONSTRUCTION.

3. REMOVE AND REPLACE EX

FENCE AS REQUIRED FOR

CONSTRUCTION.

M

AT

C H

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SH

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M

AT

C

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LI

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S

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+0

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57055705

PROFILE TO BE PREPARED FOR 90% DESIGN

KEY PLAN

1"=2,000'

BRONCOS PKWY

PAR

KER

R D

CHAMBERS RD

LIMITS OF

CONSTRUCTION

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH.

ANY DISTURBANCE TO THE

EXISTING TRAIL. DUE TO GRAVITY

SANITARY SEWER CONSTRUCTION,

TRAIL SHALL BE REPLACED IN KIND

AND SHALL NOT DEVIATE FROM

EXISTING LONGITUDINAL GRADE OR

CROSS-SLOPE.

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SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

EX 21" PVC SS EX 21" PVC SSEX 21" PVC SS

EX 18" PVC SS

24" PVC SS

MH KP12

STA 222+15

MH KP13

STA 224+77

MH KP14

STA 229+23

MH KP15

STA 233+33

BH-9

ESMT. AGREEMENT

REC. N

O. B9099951

S

S

S

S

S S S

60' P

ERMANENT

EASEMENT

' P

ER

M

AN

EN

T

EA

SE

M

EN

T

OWNER:

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

VERMILION CREEK-PRELIMINARY PLAT

REMOVE EX 15" PVC SS, REPLACE WITH 24" PVC SS REMOVE EX 15" PVC SS, REPLACE WITH 24" PVC SSPROTECT TREE

EX 18" PVC SS

24" PVC SS

CHERRY CREEK

COLORADO FRONT RANGE TRAIL

DIRT TWO TRACK

M

AT

C H

LI

N

E S

TA

+0

SH

T.

C

MATCHLIN

E S

HT C7

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

C8

STA 223+55 TO 235+67

SE

R

S\

FA

R

\A

PP

D

AT

A\

LO

C

AL

\P R

O

JE

C

TW

IS

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IR

\M

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-U

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-P W

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3\ C

3- C

9- P&

P.

D

W G

SA

VE

D

AT

E/

TI

M E:

/1

9/

1:

:5

PM

SCALE OF FEET

50050

10505

HORIZ

VERT

5700 5700

NOTES:

1. MINIMIZE DISTURBANCE OF

WETLANDS, RESTORE

WETLANDS AND DITCH WHERE

DISTURBED. PROVIDE SEEDING

& PLANTING.

2. REMOVE AND REPLACE EX

CONCRETE PATH AS REQUIRED

FOR SEWER INSTALLATION.

REPLACE PER ARAPAHOE

COUNTY STANDARDS. PROVIDE

TEMP PATH (CRUSHER FINE 4"

MIN THICKNESS). DETOUR

AROUND WORK AREA WHERE EX

CONCRETE PATH IS REMOVED

FOR CONSTRUCTION.

3. REMOVE AND REPLACE EX

FENCE AS REQUIRED FOR

CONSTRUCTION.

M

AT

C H

LI

N

E

SH

T C

5670 5670

M

AT

C H

LI

N

E S

TA

+0

SH

T.

C

PROFILE TO BE PREPARED FOR 90% DESIGN

KEY PLAN

1"=2,000'

BRONCOS PKWY

PAR

KER

R D

CHAMBERS RD

CHAMBERS RD

ALL MANHOLES ACCESS

LIDS TO BE AT LEAST 5

FEET FROM EDGE OF

EXISTING PATH. (TYP)

ANY DISTURBANCE TO THE

EXISTING TRAIL. DUE TO GRAVITY

SANITARY SEWER CONSTRUCTION,

TRAIL SHALL BE REPLACED IN KIND

AND SHALL NOT DEVIATE FROM

EXISTING LONGITUDINAL GRADE OR

CROSS-SLOPE.

0' U

TI

LI

TY

E

AS

EM

EN

T

(A C

W W

A

EA

SE

M

EN

T)

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

MH KP16

STA 237+45

MH KP17

STA 241+37 MH KP18

STA 242+17

S

S

S

S

S

S

S

OWNER:

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

MOUNTAIN-PLAINS INVESTMENT CORPORATION INC.

P.I.D. 2073-32-1-00-025

NO SALES INFO

VERMILION CREEK-PRELIMINARY PLAT

REC. NO. B6142049

M

AT

C H

LI

N

E S

TA

+0

SH

T.

C

M

AT

C H

LI

N

E

SH

T C

SCALES ACCORDINGLY.

VERIFY SCALES

ORIGINAL DRAWING.

THIS DRAWING, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

0" 1"

NO. DATE REVISION BY CHK.

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

507108153

PROJECT NO

DWG

SHEET NO

CITY OF AURORA, COLORADO

KINGS POINTE

SCHEDULE B INTERCEPTOR

JUNE 2024

Lakewood, Colorado 80228 165 S. Union Boulevard, Suite 200 www.mottmac.com Phone: 303.831.4700

OF

C9

STA 235+67 TO END

CONNECTION TO EXISTING

SE

R

S\

FA

R

\A

PP

D

AT

A\

LO

C

AL

\P R

O

JE

C

TW

IS

E\

W O

R

KD

IR

\M

O

TT

-U

SE

-P W

-1 4\

D

3\ C

3- C

9- P&

P.

D

W G

SA

VE

D

AT

E/

TI

M E:

/1

9/

1:

:5

PM

SCALE OF FEET

50050

10505

HORIZ

VERT

NOTES:

1. MINIMIZE DISTURBANCE OF

WETLANDS, RESTORE

WETLANDS AND DITCH WHERE

DISTURBED. PROVIDE SEEDING

& PLANTING.

2. REMOVE AND REPLACE EX

CONCRETE PATH AS REQUIRED

FOR SEWER INSTALLATION.

REPLACE PER ARAPAHOE

COUNTY STANDARDS. PROVIDE

TEMP PATH (CRUSHER FINE 4"

MIN THICKNESS). DETOUR

AROUND WORK AREA WHERE EX

CONCRETE PATH IS REMOVED

FOR CONSTRUCTION.

3. REMOVE AND REPLACE EX

FENCE AS REQUIRED FOR

CONSTRUCTION.

REMOVE EX 15" PVC SS, REPLACE WITH 24" PVC SS

EX 21"SSEX 21" PVC SSEX 21"PVC SS

PROFILE TO BE PREPARED FOR 90% DESIGN

CONNECT TO EXISTING

KEY PLAN

1"=2,000'

BRONCOS PKWY

PAR

KER

R D

CHAMBERS RD