2025-03-21_Filing 25 NAC_IFC Set.pdf

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

THE AURORA HIGHLANDS

FILING 25 - NAC IFC

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

MATRIX DESIGN GROUP

707 17TH STREET, SUITE 3150

DENVER, CO. 80202

PH: 303-572-0200

CONTACT: JEFF KILLION, P.E.

JEFF.KILLION@MATRIXDESIGNGROUP.COM

BASIS OF BEARINGS:

THE NORTH LINE OF THE NORTHWEST QUARTER, SECTION 24, TOWNSHIP 3 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TAKEN TO BEAR NORTH 89°36'22" EAST, A MODIFIED STATE PLANE DISTANCE OF 2,643.20 FEET.

BENCHMARK:

CITY OF AURORA BENCHMARK 3S6636NE003 BEING A 3" DIAM. BRASS CAP (COA BM, 19-020B, E-090A) ATOP THE S. WALL @ THE S.E. COR. OF THE E. 26TH AVE. BRIDGE CROSSING OVER E-470.

BRASS CAP AT LOWER STEP ON WALL WHERE THE RAILING ENDS ON THE E. END. AKA 19-020B.

ELEVATION = 5521.54 (NAVD88)

MATRIX DESIGN GROUP

707 17TH STREET, SUITE 3150

DENVER, CO. 80202

PH: 303-572-0200

CONTACT: TOM KOPF, PLA, ASLA

THOMAS_KOPF@MATRIXDESIGNGROUP.COM

AURORA HIGHLANDS, LLC

CARLO FERREIRA

250 S PILOT ROAD

LAS VEGAS, NV 89119

AURORA HIGHLANDS, LLC

CARLO FERREIRA

250 S PILOT ROAD

LAS VEGAS, NV 89119

CIVIL ENGINEER DEVELOPER

PROJECT APPLICANTLANDSCAPE ARCHITECT

LOCATION MAP

THE AURORA HIGHLANDS SUBDIVISION FILING NO. 25,

SITUATED IN THE SOUTH HALF OF SECTION 30, TOWNSHIP 3 SOUTH,

RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN,

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

SITE LOCATION

March 21, 2025 11:32:18 AM Matrix(black).ctb R:\22.1229.011 (The Aurora Highlands_Filing 7)\500 CADD\504 Plan Sets\Construction Plans\Landscape\Phase 2\Abbreviated IFC Set\TS01.dwg

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TITLE SHEET

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

SHEET INDEX

Sheet

Number Sheet Title Sheet Description

01 TS01 TITLE SHEET

02 GN01 GENERAL NOTES

03 SP01 SITE PLAN

04 HC01 HORIZONTAL CONTROL PLAN

05 GR01 GRADING PLAN

06 LS01 LANDSCAPE PLAN

07 DT01 DETAILS

AutoCAD SHX Text

SD

AutoCAD SHX Text

RESERVE LOOP

AutoCAD SHX Text

MAIN STREET

AutoCAD SHX Text

THE AURORA HIGHLANDS PARKWAY

AutoCAD SHX Text

38TH PARKWAY

AutoCAD SHX Text

WARM SPRINGS

AutoCAD SHX Text

26TH AVENUE

AutoCAD SHX Text E-470

AutoCAD SHX Text

HIGHLANDS CREEK PARKWAY

AutoCAD SHX Text

RIVER FRONT DRIVE

AutoCAD SHX Text

SCALE: 1" = 1,000'

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

March 21, 2025 11:32:40 AM Matrix(black).ctb R:\22.1229.011 (The Aurora Highlands_Filing 7)\500 CADD\504 Plan Sets\Construction Plans\Landscape\Phase 2\Abbreviated IFC Set\GN01.dwg

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GENERAL NOTES

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

02GENERAL NOTES

1. THE CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A PRE-CONSTRUCTION MEETING PRIOR TO START OF

ANY WORK SHOWN ON THESE PLANS.

2. THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR SUCH USE IN THE TITLE BLOCK.

3. DRAWINGS ARE INTENDED TO BE PRINTED ON 22" X 34" PAPER. PRINTING THESE DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE

GRAPHIC SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT ALTER THE SCALE OF THE DRAWINGS.

4. VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY

DISCREPANCIES.

5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

6. SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO WORK SCOPE RESULTING FROM FIELD CONDITIONS OR DIRECTION BY OWNER'S

REPRESENTATIVE WHICH REQUIRE ADDITIONAL COST TO THE OWNER PRIOR TO PERFORMANCE OF WORK.

7. IF A GEOTECHNICAL SOILS REPORT IS NOT AVAILABLE AT THE TIME OF CONSTRUCTION, MATRIX DESIGN GROUP RECOMMENDS A REPORT BE AUTHORIZED BY

THE OWNER AND THAT ALL RECOMMENDATIONS OF THE REPORT ARE FOLLOWED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT DOCUMENTS AS A BASIS FOR THE BID. IF THE OWNER ELECTS TO PROVIDE A GEOTECHNICAL REPORT, THE CONTRACTOR SHALL REVIEW THE REPORT AND SUBMIT AN APPROPRIATE CHANGE ORDER TO THE OWNER'S REPRESENTATIVE IF ADDITIONAL COSTS ARE REQUESTED.

8. CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION.

9. CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED

WITH WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE ABILITY

TO PERFORM WORK.

12. UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGGING

ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE CONTRACT PERIOD.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE.

14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE

OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR IMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK WHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE

OWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD.

15. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS.

16. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL

REQUIREMENTS.

17. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE.

18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY

STRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS

AND MANUFACTURER'S RECOMMENDATIONS.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED

DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE IS ISSUED.

20. THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF A STORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE OWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY SITE

WORK.

21. MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY NEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE SCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR FAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THE

CONTRACT PERIOD.

22. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK.

23. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO

THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED COURSE OF WORK.

24. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER

RELATING TO THESE REQUIREMENTS.

25. THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY

THE OWNER'S REPRESENTATIVE.

26. THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF WATER

CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED.

27. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION

CONTROL MEASURE IS PROHIBITED.

28. OPEN SPACE SWALES: IF SWALES ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE CONVEYANCE OF WATER WITHIN THE SWALES DURING THE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DIVERSION OR PUMPING OF WATER IF REQUIRED TO COMPLETE WORK. ANY SWALES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE SWALE NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL

NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE.

29. DETENTION AND WATER QUALITY PONDS: IF DETENTION PONDS AND WATER QUALITY PONDS ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE PONDS, DRAINAGE STRUCTURES AND SPILLWAYS DURING CONSTRUCTION.

ALL PONDS, DRAINAGE STRUCTURES AND SPILLWAYS SHALL BE MAINTAINED IN OPERABLE CONDITIONS AT ALL TIMES. ANY POND OR SPILLWAY AREAS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE POND NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE.

30. MAINTENANCE ACCESS BENCHES: IF MAINTENANCE BENCHES OR ACCESS ROADS EXIST ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE BENCHES OR ACCESS ROADS DURING CONSTRUCTION. ANY BENCHES OR ACCESS ROADS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING BENCHES AND ACCESS ROADS DURING THE CONSTRUCTION PERIOD. IF ACCESS NEEDS TO BE BLOCKED FOR ANY REASON, THE CONTRACTOR SHALL

NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INTERRUPTION OF ACCESS.

31. LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR.

LANDSCAPE NOTES

1. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED

WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES.

3. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S

REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION.

4. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES.

5. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.

6. REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT.

7. LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.

8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE.

9. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO

A DEPTH OF 8” - 12” AND AMENDED PER SPECIFICATIONS.

10. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 4CU.YRDS/1,000SF OR AS NOTED IN THE TECHNICAL SPECIFICATIONS.

11. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN

QUESTIONABLE AREAS PRIOR TO INSTALLATION.

12. FINAL STREET TREE PLACEMENT SUBJECT TO DRIVEWAY LOCATIONS, STOP SIGNS, STREET LIGHTS, AND UTILITY/ SERVICE LOCATIONS - PER HOME BUILDER. HOME BUILDER

TREES TO BE PLACED NO CLOSER THAN 5' AWAY FROM METERS AND METER SERVICE LINES.

13. THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR

DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS

CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION.

14. ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S

REPRESENTATIVE.

15. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL.

16. ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK.

17. ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED

FOR EXCESSIVE MOISTURE REASONS.

18. SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY INTERLOCKING TYPE EDGER, REFER TO MATERIAL SCHEDULE FOR TYPE. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF PRE-MULCHED FIRE LANE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH

TYPES UNLESS SPECIFIED ON THE PLANS.

19. ALL RIVER ROCK MULCH AREAS SHALL BE MULCHED OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC WITH RIVER ROCK MULCH, REFER TO MATERIAL SCHEDULE FOR DEPTH AND TYPE. ALL SHRUB, GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH GORILLA HAIR CEDAR MULCH, REFER TO MATERIAL SCHEDULE FOR DEPTH AND TYPE. NO WEED CONTROL FABRIC IS REQUIRED IN SHRUB, GROUND COVER OR PERENNIAL AREAS.

20. AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING NATIVE AREAS BY THE FULL WIDTH OF THE SEEDER.

21. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH

EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX.

22. CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND ROADS WITH SPECIFIED SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS.

23. ALL SEEDED SLOPES EXCEEDING 25% IN GRADE (4:1) SHALL RECEIVE EROSION CONTROL BLANKETS. PRIOR TO INSTALLATION, NOTIFY OWNER'S REPRESENTATIVE FOR

APPROVAL OF LOCATION AND ANY ADDITIONAL COST IF A CHANGE ORDER IS NECESSARY.

24. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS.

25. SOFT SURFACE TRAILS NEXT TO MANICURED TURF OR SHRUB BEDS SHALL BE CONTAINED WITH EDGER, REFER TO MATERIAL SCHEDULE FOR TYPE.

26. WHEN PLANTER URNS ARE SHOWN ON PLANS, CONTRACTOR SHALL INCLUDE THE FOLLOWING: PLANTER MIX, ANNUAL FLOWER PLANTING PROGRAM (INCLUDES 2

PLANTINGS FOR THE 1ST YEAR (SPRING AND FALL) AND WINTER HAND-WATERING AS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE ANNUAL PLANTING SELECTION FOR REVIEW BY OWNER. IRRIGATION FOR PLANTERS TO BE ON SEPARATE ZONE(S). CONTRACTOR TO COORDINATE PLACEMENT OF NECESSARY

SLEEVING PRIOR TO PLACEMENT OF PAVEMENT.

27. PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT AROUND ORNAMENTAL GRASSES.

28. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND COUNTY SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE

HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE.

29. THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR

INDICATED ON THE APPROVED LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT

(C)1997 TENSILE SHADE PRODUCTS, LLC

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LOT 8

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ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT ADA RAMP,

RE: CIVIL

PICNIC TABLE, TYP.

SHADE STRUCTURE

BENCH, TYP.

LANDSCAPE EDGING, TYP.

LANDSCAPE EDGING, TYP.

ADJACENT LOT LINE,

RE: PLAT

ADJACENT LOT LINE,

RE: PLAT

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RIGHT-OF-WAY

UTILITY EASEMENT

LANDSCAPE EDGER

PROPOSED CONCRETE

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

NAC ENLARGEMENT

GAS EASEMENT

LOT NUMBER

BLOCK NUMBER

UTILITY EASEMENTU.E.

G.E.

PUBLIC PEDESTRIAN LIGHT TYPE SL-1

(20' TAPERED POLE)

EXISTING RESIDENTIAL LIGHTING

PROPOSED BENCH

PROPOSED MAIL KIOSK

PROPOSED FIRE HYDRANT

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SITE PLAN

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

5'

SCALE: 1" = 5'

0 10'

UTILITY LEGEND

LEGEND

N

CITY OF AURORA STANDARD NOTES

1. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT

4CU.YRDS/1,000SF.

2. THE SURFACE MATERIAL OF WALKS ARE TO BE LIGHT BROOM FINISHED STANDARD GRAY

CONCRETE OR CRUSHER FINES.

3. ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG

THEIR ENTIRE LENGTH FOR THE MAINTENANCE EQUIPMENT ENTRY.

4. THE OWNER/DEVELOPER, HIS SUCCESSORS AND ASSIGNS, SHALL BE RESPONSIBLE FOR

INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL LANDSCAPING MATERIALS

SHOWN OR INDICATED ON THE APPROVED SITE PLAN OR LANDSCAPE PLAN ON FILE IN THE

PLANNING DEPARTMENT. ALL LANDSCAPING WILL BE INSTALLED AS DELINEATED ON THE

PLAN, PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.

5. ALL LANDSCAPED AREAS AND PLANT MATERIAL, EXCEPT FOR NON-IRRIGATED NATIVE,

RESTORATIVE AND DRYLAND GRASS AREAS THAT COMPLY WITH REQUIREMENTS FOUND

IN SEC. 146-1429 AND/OR SEC. 1461435 MUST BE WATERED BY AN AUTOMATIC

UNDERGROUND IRRIGATION SYSTEM. IRRIGATION SYSTEM DESIGN, INSTALLATION,

OPERATION AND MAINTENANCE SHALL CONFORM TO REQUIREMENTS FOUND IN THE CITY

OF AURORA IRRIGATION ORDINANCE.

6. LANDSCAPE MATERIAL PLACEMENT SHALL NOT BE PLACED OR KEPT NEAR FIRE

HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS OR FIRE PROTECTION CONTROL

VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM

BEING IMMEDIATELY DISCERNABLE. THE FIRE DEPARTMENT SHALL NOT BE DETERRED OR

HINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR

HYDRANTS.

7. A 5-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE

HYDRANTS.

8. LANDSCAPING MATERIAL SHOWN WITHIN THE SITE PLAN CANNOT ENCROACH INTO

ROADWAYS THAT ARE DEDICATED AS FIRE LANE EASEMENTS (OR CORRIDORS).

9. TREES IN THE RIGHT-OF-WAYS MUST BE A MINIMUM OF 8-FEET AWAY FROM ANY WATER

AND SANITARY SEWER MAIN.

10. PLANTING BEDS SHALL BE MULCHED WITH 3" DEPTH OF GORILLA HAIR SHREDDED CEDAR

MULCH. RIVER ROCK MULCH SHALL BE TO A DEPTH OF 3" WHERE SPECIFIED ON PLAN.

WEED BARRIER IS REQUIRED UNDER RIVER ROCK MULCH. NO WEED BARRIER IS

REQUIRED UNDER WOOD MULCH. ALL BEDS ARE TO BE CONTAINED BY STEEL EDGER.

EDGER IS NOT REQUIRED WHERE BED IS ADJACENT TO CURBS, WALLS OR WALKS, OR

AROUND TREE PITS.

11. ALL SOD AREAS SHALL BE DROUGHT TOLERANT FESCUE BLEND.

12. LANDSCAPING SHALL BE RESTRICTED TO LESS THAN 26-INCHES IN SIGHT TRIANGLES AND

ADHERE TO THE REQUIREMENTS LISTED IN SECTION 4.04.2.10.

13. FRONT YARD LANDSCAPE IS NOT REQUIRED FOR LAWNS FACING GREEN COURTS.

14. ALL CROSSINGS OR ENCROACHMENTS BY PRIVATE LANDSCAPE IRRIGATION LINES OR

SYSTEMS INTO EASEMENTS AND STREET RIGHTS-OF-WAY OWNED BY THE CITY OF

AURORA ARE ACKNOWLEDGED BY THE OWNER AS BEING SUBJECT TO CITY OF AURORA'S

USE AND OCCUPANCY OF THE SAID EASEMENTS OR RIGHTS-OF -WAY. THE OWNER, THEIR

SUCCESSORS AND ASSIGNS, HEREBY AGREE TO INDEMNIFY THE CITY OF AURORA FOR

ANY LOSS, DAMAGE OR REPAIR TO CITY FACILITIES THAT MAY RESULT FROM THE

INSTALLATION, OPERATION, OR MAINTENANCE OF SAID PRIVATE IRRIGATION LINES OR

SYSTEMS.

6'

6'

6'

PA

PA

N 702516.67 E 224142.41

N 702512.7 E 224148.67

N 702509.82 E 224131.99

R5

R5'

10.5'

10.5'

4.

5'

4.5'

23'

15.5'

N 702536.83 E 224137.25

N 702530.57 E 224128.94

R5'

R5

N 702553.56 E 224112.65

N 702548.44 E 224111.64

N 702543.1 E 224112.64

N 702537.69 E 224115.63

N 702533.39 E 224120.08

N 702531.04 E 224124.97

N 702558.68 E 224119.34

N 702558.33 E 224124.55

N 702555.98 E 224129.44

N 702551.68 E 224133.89

N 702558.7 E 224122.79

N 702553.74 E 224132.08

N 702540.93 E 224137.88

N 702546.26 E 224136.88

N 702549.33 E 224135.39

R8.64'

R12.42'

R16.03'

R20.82'

R20 .82

R1 6.

R

.4 2'

R12.42'

N 702524.29 E 224141.1

N 702532.46 E 224137.85

R20.5'

N 702528 E 224133.56

N 702523.44 E 224135.16

N 702515.65 E 224136.5

N

. ELK ST.

(LO

CAL TYPE 1)

PA

PA

PA

ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT ADA RAMP,

RE: CIVIL

PA

LOT 8

PA

PA

PA

N 702524.59 E 224134.9

N 702509.67 E 224117.94

N 702525.63 E 224140.84

N 702517.23 E 224161.9

N 702493.13 E 224083.51

N 702503.68 E 224117.57

R21.54'

R2 6.

R26.71'

LIM

IT O

F W

ORK

LIM

IT OF W

ORK

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

RIGHT-OF-WAY

UTILITY EASEMENT

LANDSCAPE EDGER

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

NAC ENLARGEMENT

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HORIZONTAL CONTROL PLAN

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

5'

SCALE: 1" = 5'

0 10'

LAYOUT NOTES

1. CURVED WALKS AND CURB EDGES ARE INTENDED TO BE CONSTRUCTED WITH SMOOTH

FLOWING CURVES. ANYTHING OTHER THAN SMOOTH FLOWING CURVES WILL BE

REJECTED.

2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING WHO WILL

PROVIDE SURVEY SERVICES FOR LAYOUT OF THE WORK.

3. THE CONTRACTOR SHALL REVIEW WITH OWNER'S REPRESENTATIVE AND LANDSCAPE

ARCHITECT ALL STAKING PRIOR TO SETTING FORMS OR COMPLETING FLATWORK AND

PERFORM MINOR MODIFICATIONS AS REQUIRED TO ACHIEVE PROPER DRAINAGE OR

ACCESSIBILITY AS REQUIRED FOR THE DESIGN, AT NO ADDITIONAL COST TO THE

OWNER. ALL LAYOUT INFORMATION IS AVAILABLE IN DIGITAL FORMAT FOR USE BY THE

CONTRACTOR.

4. THE CONTRACTOR SHALL INSTALL SLEEVING FOR IRRIGATION IMPROVEMENTS PRIOR

TO INSTALLING CONCRETE FLATWORK. REFER TO IRRIGATION PLANS.

5. LAYOUT WALKS, SCORE JOINTS AND PAVING PATTERNS AS CLOSELY AS POSSIBLE TO

PLANS, DETAILS, AND SPECIFICATIONS. DO NOT DEVIATE FROM PLANS UNLESS

SPECIFIC APPROVAL IS OBTAINED FROM THE OWNER'S REPRESENTATIVE.

6. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS

SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE

LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S

EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE

CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE

LANDSCAPE ARCHITECT PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF

WORK. SEE TECHNICAL SPECIFICATIONS.

7. CONTRACTOR IS RESPONSIBLE FOR SUPERVISING ALL SAFETY SURFACING AND

PAVEMENT DURING THE CURING PROCESS.

GAS EASEMENT

LOT NUMBER

BLOCK NUMBER

UTILITY EASEMENTU.E.

G.E.

PUBLIC PEDESTRIAN LIGHT TYPE SL-1

(20' TAPERED POLE)

EXISTING RESIDENTIAL LIGHTING

PROPOSED BENCH

PROPOSED MAIL KIOSK

PROPOSED FIRE HYDRANT

UTILITY LEGEND

N

LEGEND

PA

PA

PA

LOT 8

ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT SIDEWALK,

RE: CIVIL

ADJACENT ADA RAMP,

RE: CIVIL

1.

8%

M

AX

1.8%

MAX.

1.8%

MAX.

1.8

MA

X.

N

. ELK ST.

(LO

CAL TYPE 1)LIM

IT O

F W

ORK

LIM

IT OF W

ORK

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

LIMIT OF WORK

RIGHT-OF-WAY

UTILITY EASEMENT

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

NAC ENLARGEMENT

March 21, 2025 11:50:28 AM Matrix(black).ctb R:\22.1229.011 (The Aurora Highlands_Filing 7)\500 CADD\504 Plan Sets\Construction Plans\Landscape\Phase 2\Abbreviated IFC Set\GR01.dwg

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GRADING PLAN

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

5'

SCALE: 1" = 5'

0 10'

N

GAS EASEMENT

LOT NUMBER

BLOCK NUMBER

UTILITY EASEMENTU.E.

G.E.

PUBLIC PEDESTRIAN LIGHT TYPE SL-1

(20' TAPERED POLE)

EXISTING RESIDENTIAL LIGHTING

PROPOSED BENCH

PROPOSED MAIL KIOSK

PROPOSED FIRE HYDRANT

UTILITY LEGEND

GRADING NOTES

1. EXISTING CONTOUR INTERVAL IS 1 FOOT/FEET. PROPOSED CONTOUR INTERVAL IS 1

FOOT/FEET.

2. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN ON THE PLANS ARE DEFINED

AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. THE CONTRACTOR SHALL

COORDINATE THE SUBGRADE ELEVATIONS TO PROPERLY ACCOMMODATE PAVEMENT

THICKNESS AND THICKNESS OF TOPSOIL AND SOD.

3. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS.

4. DISCREPANCIES IN THE GRADING INFORMATION SHALL BE BROUGHT TO THE ATTENTION

OF THE PROJECT MANAGER.

5. MATCH GRADE OF EXISTING PAVEMENT OR EARTHWORK WHERE NEW CONSTRUCTION

MEETS EXISTING FEATURES. GRADE SHALL BE SMOOTH WITHOUT ABRUPT TRANSITIONS.

6. THE CONTRACTOR SHALL GRADE AND REPAIR ALL DISTURBED AREAS IN ORDER TO

CREATE A SMOOTH TRANSITION FROM NEW GRADE TO EXISTING GRADE.

7. ALL TOPSOIL WHERE PHYSICALLY PRACTICABLE SHALL BE SALVAGED. NO TOPSOIL SHALL

BE REMOVED FROM THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL

AND SUBGRADE SHALL BE SEGREGATED AND STOCKPILED SEPARATELY. ALL STOCKPILES

SHALL REMAIN WEED FREE. TOPSOIL AND SUBGRADE SHALL BE REDISTRIBUTED WITHIN

THE GRADED AREA AFTER ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR AREAS

THAT WILL BE SEEDED AND PLANTED. RUNOFF FROM THE STOCKPILED AREA SHALL BE

CONTROLLED TO PREVENT EROSION AND RESULTING SEDIMENTATION OF RUNOFF

WATER.

8. LONGITUDINAL GRADES OF ALL TRAILS AND WALKWAYS SHALL NOT EXCEED 4.8% AND

CROSS SLOPES SHALL NOT EXCEED 1.8%. MAINTAIN A 1.5% MINIMUM, 1.8% MAXIMUM

CROSS SLOPE FOR TRAILS, WALKWAYS, AND PLAZA/PICNIC AREAS TO ALLOW FOR

PROPER DRAINAGE AND MEET ADA.

9. ALL UTILITY COVERS, GRATES, ETC, EXISTING AND PROPOSED SHALL BE FLUSH WITH

FINISHED GRADE UNLESS OTHERWISE NOTED.

10. THE CONTRACTOR SHALL PROVIDE A SMOOTH, CONTINUOUS FINISHED GRADE FREE OF

RUTS, DEPRESSIONS, AND IRREGULARITIES. LANDSCAPE AREAS SHALL HAVE A MINIMUM

SLOPE OF 2.0% AND BE PITCHED TO DRAIN UNLESS OTHERWISE SHOWN ON THE PLANS.

MAXIMUM SLOPES IN LANDSCAPE AREAS SHALL BE 4:1.

11. FINAL GRADING TO BE REVIEWED AND APPROVED BY THE PROJECT MANAGER PRIOR TO

LANDSCAPING.

DECIDUOUS TREES

ACE GRA ACER GRANDIDENTATUM

BIGTOOTH MAPLE

ACE MYB ACER MIYABEI

MIYABE MAPLE

ACE BLK ACER NIGRUM

BLACK MAPLE

CAT LLR CATALPA SPECIOSA

WESTERN CATALPA

CEL OCC CELTIS OCCIDENTALIS

COMMON HACKBERRY

GLE SH2

GLEDITSIA TRIACANTHOS INERMIS

'SHADEMASTER'

SHADEMASTER HONEY LOCUST

GYM DIO GYMNOCLADUS DIOICUS `ESPRESSO`

KENTUCKY COFFEETREE

QUE ROB QUERCUS ROBUR

ENGLISH OAK

QUE RUB QUERCUS RUBRA

RED OAK

TIL MCL TILIA AMERICANA 'MCKSENTRY'

AMERICAN SENTRY® LINDEN

ULM ACC ULMUS X 'MORTON'

ACCOLADE™ ELM

ORNAMENTAL TREES

CR-CR CRATAEGUS CRUS-GALLI INERMIS

THORNLESS COCKSPUR HAWTHORN

CR-VI CRATAEGUS VIRIDIS 'WINTER KING'

WINTER KING HAWTHORN

KO-PA KOELREUTERIA PANICULATA

GOLDEN RAIN TREE

MA-SP MALUS X 'SPRING SNOW'

SPRING SNOW CRABAPPLE

PY-CA PYRUS CALLERYANA

CALLERY PEAR

EVERGREEN TREES

PI-NI PINUS NIGRA

AUSTRIAN PINE

PI-PO PINUS PONDEROSA

PONDEROSA PINE

PI-ST PINUS STROBIFORMIS

SOUTHWESTERN WHITE PINE

PLANT SCHEDULE SHRUBS

BER ATN BERBERIS THUNBERGII 'ATROPURPUREA NANA'

DWARF RED LEAF JAPANESE BARBERRY

BER ATR BERBERIS THUNBERGII 'ATROPURPUREA'

RED LEAF JAPANESE BARBERRY

BER ORK BERBERIS THUNBERGII 'ORANGE ROCKET'

ORANGE ROCKET JAPANESE BARBERRY

BU-DA BUDDLEJA DAVIDII

BUTTERFLY BUSH

CHR NAU CHRYSOTHAMNUS NAUSEOSUS NAUSEOSUS

DWARF BLUE RABBITBRUSH

FO-IN FORSYTHIA X INTERMEDIA 'SPRING GLORY'

SPRING GLORY FORSYTHIA

PER LIS PEROVSKIA ATRIPLICIFOLIA 'LISSLITT'

LACEY BLUE RUSSIAN SAGE

PH-OP PHYSOCARPUS OPULIFOLIUS 'LUTEUS'

GOLDEN NINEBARK

PR-BE PRUNUS BESSEYI 'P011S' TM

PAWNEE BUTTES SAND CHERRY

RHU AUT RHUS TRILOBATA 'AUTUMN AMBER'

AUTUMN AMBER SUMAC

SPI GO2 SPIRAEA JAPONICA 'GOLDMOUND'

GOLDMOUND JAPANESE SPIREA

EVERGREEN SHRUBS

AR-PA ARCTOSTAPHYLOS X COLORADENSIS 'PANCHITO'

PANCHITO MANZANITA

CYT SP2 CYTISUS PURGANS 'SPANISH GOLD'

SPANISH GOLD BROOM

EU-KI EUONYMUS KIAUTSCHOVICUS 'MANHATTAN'

MANHATTAN EUONYMUS

JU-BL JUNIPERUS HORIZONTALIS 'BLUE CHIP'

BLUE CHIP JUNIPER

MAH AQU MAHONIA AQUIFOLIUM

OREGON GRAPE

MAH REP MAHONIA REPENS 'DARKSTAR'

PURPLE CREEPING MAHONIA

PIC G21 PICEA PUNGENS 'GLOBOSA'

DWARF GLOBE BLUE SPRUCE

PIN JNH PINUS MONOPHYLLA 'BLUE JAZZ'

BLUE JAZZ PIñON PINE

ORNAMENTAL GRASSES

BO-BL BOUTELOUA GRACILIS 'BLONDE AMBITION'

BLONDE AMBITION BLUE GRAMA

CA-KF

CALAMAGROSTIS X ACUTIFLORA 'KARL

FOERSTER'

KARL FOERSTER FEATHER REED GRASS

MI-SI MISCANTHUS SINENSIS 'ADAGIO'

ADAGIO EULALIA GRASS

MUH UN3 MUHLENBERGIA REVERCHONII 'PUND01S'

UNDAUNTED® RUBY MUHLY

PEN HAM PENNISETUM ALOPECUROIDES 'HAMELN'

HAMELN FOUNTAIN GRASS

SC-SC SCHIZACHYRIUM SCOPARIUM

LITTLE BLUESTEM

PERENNIALS

NEP LIT NEPETA X 'PSFIKE'

LITTLE TRUDY® CATMINT

TAN DEN TANACETUM DENSUM AMANI

PARTRIDGE FEATHER

TURF & SEED MIXES

TUR SDE NATIVE SEED

TUR SOD TURF SOD

DROUGHT TOLERANT FESCUE BLEND

(1) PI-ST

(1) PI-PO

(1) PI-ST

(1) PI-NI

(7) EU-KI

(4) JU-BL

(6) NEP LIT

(12) NEP LIT

(8) EU-KI

(6) JU-BL

(1) PI-NI

(1) PI-NI

LOT 8

N. ELK ST.

(LOCAL TYPE 1)LIM

IT O

F W

ORK

LIM

IT OF W

ORK

LIMIT OF WORK

LI

M

IT

O

F W

O R

K

REFER TO SITE PLAN FOR LANDSCAPE

SHOWN OUTSIDE OF LIMIT OF WORK

LIMIT OF WORK

RIGHT-OF-WAY

UTILITY EASEMENT

LANDSCAPE EDGER

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

NAC ENLARGEMENT

GAS EASEMENT

LOT NUMBER

BLOCK NUMBER

UTILITY EASEMENTU.E.

G.E.

PUBLIC PEDESTRIAN LIGHT TYPE SL-1

(20' TAPERED POLE)

EXISTING RESIDENTIAL LIGHTING

PROPOSED BENCH

PROPOSED MAIL KIOSK

PROPOSED FIRE HYDRANT

UTILITY LEGEND

March 21, 2025 11:57:05 AM Matrix(black).ctb R:\22.1229.011 (The Aurora Highlands_Filing 7)\500 CADD\504 Plan Sets\Construction Plans\Landscape\Phase 2\Abbreviated IFC Set\LS01.dwg

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LANDSCAPE PLAN

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

5'

SCALE: 1" = 5'

0 10'

N

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET KEY N

SHEET

SHEET No.

Know what's below.

before you dig.Call

R

SCALE 1" = 1000'

WARM SPRINGS AVE.

HIGHLANDS

CREEK

PKWY.

E. 28TH AVE.

March 21, 2025 11:58:39 AM Matrix(black).ctb R:\22.1229.011 (The Aurora Highlands_Filing 7)\500 CADD\504 Plan Sets\Construction Plans\Landscape\Phase 2\Abbreviated IFC Set\DT01.dwg

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DETAILS

TAH - FILING 25

IFC SET

CITY OF AURORA, COUNTY OF ADAMS, STATE OF COLORADO

VARIES

CONCRETE WALKWAY SECTION

CONTRACTION JOINT (CJ) EXPANSION JOINT (EJ)

2"

SAW CUT JOINT

(SEE PLAN FOR

JOINT TYPE &

SPACING)

1/2" SMOOTH

DOWEL @ 2-0"

O.C. (GREASED) 1/2" EXPANSION

JOINT FILLER

1/2" EXP. JOINT

WITH SEALANT

AND BACKER ROD

MEDIUM

BROOM FINISH

4"

FINISH GRADE

P.C. CONCRETE

WALK

COMPACTED

SUBGRADE

4" COMPACTED

CRUSHED 34"

MINUS GRAVEL

NOTES:

1. PROVIDE EXPANSION JOINTS EVERY 60' MAXIMUM OR WHEN

ABUTTING ADJACENT STRUCTURES OR EXISTING PAVEMENT

2. PROVIDE CONTRACTION JOINTS AT A MAXIMUM OF 8' O.C.

3. TRANSVERSE JOINTS TO BE SAWCUT (1/8" WIDE X 1-1/4" DEEP).

SPACING TO MATCH WIDTH OF TRAIL OR AS DIRECTED. SAWCUT

JOINT REQUIRED ON THE CENTERLINE IF TRAIL IS MORE THAN 10'

WIDE.

4" 4"

CONCRETE WALKWAY

SCALE: 1/2" = 1'-0"

4"

MD-AU-01

PICNIC TABLE

NTS

NOTES:

1. THOMAS STEELE: 1-800-448-7931, www.thomas-steele.com

2. ASHTON COURTYARD TABLE, AST-6B-WI-PM

3. HEIGHT: DINING, SEATS: 6 BACKED

4. SEAT MATERIAL: IPE, TABLE MATERIAL: PERFORATED METAL WITH UMBRELLA HOLE,

METAL FINISH: TEAL POWDER COATED E-STEELE

5. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS

6. OWNER'S REPRESENTATIVE SHALL APPROVE LOCATION PRIOR TO

INSTALLATION

MD-PR-TAH3-08

BENCH

NTS

NOTES:

1. THOMAS STEELE: 1-800-448-7931, www.thomas-steele.com

2. SAWYER BENCH, SWB-6-WI-FS-P

3. 6FT LENGTH, BACKED, FREESTANDING, 70" X 28" X 18"

4. SEAT MATERIAL: IPE, METAL FINISH: TEAL POWDER COATED E-STEELE

5. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS

6. OWNER'S REPRESENTATIVE SHALL APPROVE LOCATION PRIOR TO

INSTALLATION

MD-PR-TAH3-10

NOTES:

1. TENSILE SHADE PRODUCTS, LLC: 520-903-0414, info@tensileshadeproducts.com

2. SHADE STRUCTURE SHALL BE THE SUNAMI I SL.

3. SIZE: 12'-3"H X 16'-8"W X 12'-0" D

4. COLOR TO BE PORCELAIN CANVAS AND FIRESIDE COPPER POWDERCOATED

FRAME TO MATCH EXISTING STRUCTURES AT THE AURORA HIGHLANDS.

5. A SEPARATE BUILDING PERMIT THROUGH THE BUILDING DIVISION SHALL BE

OBTAINED PRIOR TO ANY CONSTRUCTION OF SHADE SHELTER.

6. CANOPIES ARE ENGINEERED FOR 31.5 PSF SNOW LOAD. CANOPIES MUST BE

REMOVED PRIOR TO EXCESSIVE SNOW LOADS AND IN ADVANCE OF

HURRICANES OR TORNADOS.

7. FOOTING SHALL BE PER STRUCTURAL.

8. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE FOR

PROCUREMENT OF SHADE STRUCTURE.

SHADE STRUCTURE

NTS

MD-PR-TAH3-20

EQ.EQ.3" MULCH-KEEP

AWAY FROM BASE

OF PLANT

GROUNDCOVER OR

PERENNIAL-SEE

PLANTING SCHEDULE

GENTLY COMPACT

PLANTING SOIL

WITH HAND TOOLS

BACKFILL OR

UNDISTURBED

GROUND

CUT ANY TANGLED

ROOTS ENCIRCLING

BALL

8" M

IN

PERENNIALS AND GRASSES

SCALE: 1/2" = 1'-0"

SHRUBS

SCALE: 3/8" = 1'-0"

NOTES:

1. SHRUB SHALL BE PLANTED SO ROOT FLARE

IS 1" ABOVE ADJACENT FINISH GRADE.

EXISTING GRADE

UNDISTURBED

GROUND

EARTH RIM OR

EDGING

REMOVE ROOT

BALL FROM

CONTAINER

3" MULCH-KEEP

AWAY FROM

SHRUB FLARE.

EXTEND MULCH

RING TO AND

OVER EARTH RIM.

PLANTING SOIL

PER SPECS.

GENTLY COMPACT

WITH HAND TOOLS

FORM SOLID PEDESTAL

W/ PREPARED SUBSOIL

TO PREVENT SETTLING

12" MIN

MD-AU-34

NOTES:

1. TREE SHALL BE PLANTED SO ROOT FLARE IS 2" ABOVE FINISH GRADE.

2. STAKE DECIDUOUS TREES UNDER 2" CAL. GUY TREES 2" AND OVER.

3. COMPLETELY REMOVE WIRE BASKETS FROM ROOT BALL

2X2 WOOD POST-3 PER

TREE. HEIGHT AS REQ'D

TO PROPERLY SUPPORT

PLANT. SEE NOTE 2

RUBBER HOSE 5/8"

MIN

EARTH RIM OR EDGING

STAKE TO BE 18" BELOW

TREE PIT IN

UNDISTURBED GROUND

FORM PEDESTAL W/

PREPARED SUBSOIL TO

PREVENT SETTLING

UNDISTURBED

GROUND

EXISTING GRADE

REMOVE ALL TWINE AND ROPE

FROM BASKET. REMOVE BURLAP

AND WIRE BASKET FROM ROOTBALL

3" MULCH-KEEP

AWAY FROM ROOT

FLARE. EXTEND

MULCH RING TO AND

OVER EARTH RIM

RUBBER HOSE 1/3 UP

TREE OR TO FIRST

BRANCH

PLANTING SOIL PER

SPECS. GENTLY

COMPACT WITH HAND

TOOLS

NEVER CUT LEADER

DECIDUOUS TREE

SCALE: 1/8" = 1'-0"

24" MIN

WRAP TREE PER

SPECIFICATION

7EVERGREEN TREE

SCALE: 1/8" = 1'-0"

NOTES:

1. TREE SHALL BE PLANTED SO ROOT FLARE IS 2" ABOVE FINISH GRADE.

2. GUY CONIFEROUS TREES 4' TALL AND OVER.

3. COMPLETELY REMOVE WIRE BASKETS FROM ROOT BALL

GUYING CABLE

SECURE TO CLAMPS

REMOVE ALL TWINE AND

ROPE FROM BASKET.

REMOVE BURLAP FROM

ROOTBALL

3" MULCH-KEEP AWAY

FROM ROOT FLARE.

EXTEND MULCH RING TO

AND OVER EARTH RIM

EARTH RIM OR

EDGING

PLANTING SOIL

PER SPECS.

GENTLY COMPACT

WITH HAND TOOLS FORM PEDESTAL W/ PREPARED

SUBSOIL TO PREVENT SETTLING

UNDISTURBED GROUND

2X24 GUYING STAKE

DRIVEN INTO

UNDISTURBED

GROUND

EXISTING GRADE

GUYING CABLE, 3 PER

TREE. SEE NOTE 2

TURNBUCKLE @ EACH CABLE

NEVER CUT LEADER

REMOVE LANDSCAPE

ARCHITECT'S NURSERY TAGS

ONLY AS DIRECTED. REMOVE

ALL PLANT LABELS AND

COLOR RIBBONS.

24" MIN

WRAP TREE PER SPECIFICATION

FINISH GRADE

PLASTIC STAKE

DRIVEN FROM

MULCH SIDE OF

EDGING WITH

TOP OF STAKE

BELOW

TOP OF HEADER.

PLASTIC EDGING

1 3 A

BO

VE

G

R

AD

E 2 3 B

EL

O

W G

R

AD

E

MULCH PER PLAN,

3" MIN., FABRIC

UNDER

COBBLE/ROCK AND

CEDAR W/OUT

FABRIC

SOD/ NATIVE SEED

PER PLAN

FINISH GRADE

STEEL STAKE

DRIVEN FROM

MULCH SIDE OF

EDGING WITH

TOP OF STAKE

BELOW

TOP OF HEADER.

ROLL TOP

NATURAL STEEL

EDGING. NO

PAINTED EDGING

SHALL BE

USED

1 3 A

BO

VE

G

R

AD

E 2 3 B

EL

O

W G

R

AD

E

STEEL EDGING (MULCH/ROCK) PLASTIC EDGING (MULCH/SOD OR SEED)

LANDSCAPE EDGING

NTS

MULCH PER PLAN,

3" MIN., FABRIC

UNDER

COBBLE/ROCK AND

CEDAR W/OUT

FABRIC

AutoCAD SHX Text 120°

AutoCAD SHX Text 120°

AutoCAD SHX Text 120°