Filing 7 Recorded Site Plan Colored.pdf
PDF 14 MB Posted
- Attached to
- Filing 7/25 Landscape
- Solicitation number
- 2025-1002
- Issued by
- Arapahoe County, Aurora City, Colorado
About this file
The Aurora Highlands Site Plan No. 7 is a comprehensive site development plan for a large master-planned community in Adams County, Colorado, prepared by Matrix Design Group for The Aurora Highlands development. The site plan covers approximately 16.544 acres within Filing 7, detailing land use, lot layouts, street configurations, utility placements, landscaping, and infrastructure specifics for a residential development located near Denver International Airport. The plan includes detailed drawings for lot typicals, street sections, grading and utility plans, landscape plans, and various site amenities such as pedestrian paths, mail kiosks, fencing, and street lighting.
The site plan reveals a mixed residential development featuring different lot types including paired homes, standard lots ranging from 25' to over 70' in width, and small lots under 50' wide. The landscape plan is extensive, specifying 128 street trees across various streets, with a total of 24 deciduous tree varieties, 36 evergreen trees, and 7 ornamental tree types. The development will incorporate 370 shrubs and 624 ornamental grasses, with approximately 53,845 square feet of low-grow native seed mix turf and 40,677 square feet of drought-tolerant fescue sod. The plan also indicates careful consideration of utility easements, fire lane requirements, and municipal standards for Aurora and Adams County, with specific notes on landscaping, irrigation, and infrastructure installation requirements.
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THE AURORA HIGHLANDS SITE PLAN NO 7 2022-4041-00
CONIFEROUS TREE
DECIDUOUS TREE
RIGHT OF WAY
SANITARY SEWER SERVICE
PLUG PIPE
EXISTING RESIDENTIAL LIGHT
PROPOSED STORM DRAIN/INLET
FLOW ARROW
WATER SERVICE W/ METER
EXISTING FIRE HYDRANT
DRAINAGE SWALE
EXISTING POWER POLE
EXISTING MANHOLE
SYMBOLS
PROPOSED MANHOLE
EXISTING VALVE
EXISTING SIGN
PROPOSED SIGN
PROPOSED FIRE HYDRANT
EXISTING STORM DRAIN/INLET
PROPOSED STORM DRAIN
PROPOSED SANITARY SEWERPSS 10
PW 8
PROPOSED PEDESTRIAN LIGHT
PROPOSED GATE VALVE
PROPOSED TEE W/ THRUST BLOCK
PROPOSED BEND W/ THRUST BLOCK
PROPOSED CROSS W/THRUST BLOCK
PROPOSED BLOWOFF ASSEMBLY
PROPOSED WATER
ABBREVIATIONS
APPROX APPROXIMATE OR APPROXIMATELY
CI CAST IRON
OR C/L CENTERLINE
CONC CONCRETE
DIA DIAMETER
DTL DETAIL
DIP DUCTILE IRON PIPE
EA EACH
ELEV OR EL ELEVATION
EOP EDGE OF PAVEMENT
ESMT EASEMENT
EX. OR EXIST EXISTING
OR F/L FLOWLINE
GB GRADE BREAK
G.E. GAS EASEMENT
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HCL HORIZONTAL CONTROL LINE
INV INVERT
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
NTS NOT TO SCALE
PR OR PP PROPOSED
PL OR P/L PROPERTY LINE
PVC POLYVINYL CHLORIDE
PVMT OR PVT PAVEMENT
R OR RAD RADIUS
RCBC REINFORCED CONCRETE BOX CULVERT
RCP REINFORCED CONCRETE PIPE
RT RIGHT
SD OR STM STORM SEWER
SWK / SDWK / SW SIDEWALK
ST STREET
STA STATION
STD STANDARD
SS OR SAN SANITARY SEWER
TOP OF PIPE
TYP. TYPICAL
U.E. UTILITY EASEMENT
VERT VERTICAL
w/ WITH
REQUIRED SITE PLAN NOTES
1. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS, INCLUDING THE HOMEOWNERS OR MERCHANTS ASSOCIATION SHALL BE
RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL FIRE LANE SIGNS.
2. ALL SIGNS MUST CONFORM TO THE CITY OF AURORA SIGN CODE.
3. EMERGENCY INGRESS AND EGRESS - RIGHT-OF-WAY FOR INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES GRANTED
OVER, ACROSS, ON AND THROUGH ANY AND ALL PRIVATE ROADS AND WAYS NOW OR HEREAFTER ESTABLISHED ON THE DESCRIBED PROPERTY, AND THE SAME ARE HEREBY DESIGNATED AS "SERVICE/EMERGENCY AND UTILITY EASEMENTS" AND SHALL BE POSTED
"NO PARKING-FIRE LANE".
4. THE APPLICANT HAS THE OBLIGATION TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT.
5. THE DEVELOPER, ITS 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 LANDSCAPE WILL BE INSTALLED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
6. ALL CROSSINGS OR ENCROACHMENTS INTO EASEMENTS AND RIGHTS-OF-WAY OWNED BY THE CITY OF AURORA (“CITY”) IDENTIFIED AS BEING PRIVATELY-OWNED AND MAINTAINED HEREIN ARE ACKNOWLEDGED BY THE UNDERSIGNED AS BEING SUBJECT TO CITY'S USE AND OCCUPANCY OF SAID EASEMENTS OR RIGHTS-OF-WAY. THE UNDERSIGNED, ITS SUCCESSORS AND ASSIGNS, FURTHER AGREES TO REMOVE, REPAIR, REPLACE, RELOCATE, MODIFY, OR OTHERWISE ADJUST SAID CROSSINGS OR ENCROACHMENTS UPON REQUEST FROM THE CITY AND AT NO EXPENSE TO THE CITY. THE CITY RESERVES THE RIGHT TO MAKE FULL USE OF THE EASEMENTS AND RIGHTS-OF-WAY AS MAY BE NECESSARY OR CONVENIENT AND THE CITY RETAINS ALL RIGHTS TO OPERATE, MAINTAIN, INSTALL, REPAIR, REMOVE OR RELOCATE ANY CITY FACILITIES LOCATED WITHIN SAID EASEMENTS AND RIGHTS-OF-WAY AT ANY TIME AND IN
SUCH A MANNER AS IT DEEMS NECESSARY OR CONVENIENT.
7. THE APPROVAL OF THIS DOCUMENT DOES NOT CONSTITUTE FINAL APPROVAL OF GRADING, DRAINAGE, UTILITY, PUBLIC IMPROVEMENTS AND BUILDING PLANS. CONSTRUCTION PLANS MUST BE REVIEWED AND APPROVED BY THE APPROPRIATE AGENCY
PRIOR TO THE ISSUANCE OF BUILDING PERMITS.
8. ALL BUILDING ADDRESS NUMBERS SHALL COMPLY WITH THE AURORA CITY CODE, ARTICLE VII - NUMBERING OF BUILDINGS.
9. NOTWITHSTANDING ANY SURFACE IMPROVEMENTS, LANDSCAPING, PLANTING OR CHANGES SHOWN IN THIS SITE OR CONSTRUCTION
PLANS, OR ACTUALLY CONSTRUCTED OR PUT IN PLACE, ALL UTILITY EASEMENTS MUST REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH TO ALLOW FOR ADEQUATE MAINTENANCE EQUIPMENT. ADDITIONALLY, NO INSTALLATION, PLANTING, CHANGE IN THE SURFACE, ETC., SHALL INTERFERE WITH THE OPERATION OF THE UTILITY LINES PLACED WITHIN THE EASEMENT. BY SUBMITTING THESE SITE OR CONSTRUCTION PLANS FOR APPROVAL, THE LANDOWNER RECOGNIZES AND ACCEPTS
THE TERMS, CONDITIONS AND REQUIREMENTS OF THIS NOTE.
10. FINAL GRADE SHALL BE AT LEAST SIX (6) INCHES BELOW ANY EXTERIOR WOOD SIDING ON THE PREMISES.
11. ALL INTERESTED PARTIES ARE HEREBY ALERTED THAT THIS SITE PLAN IS SUBJECT TO ADMINISTRATIVE CHANGES AND AS SHOWN ON
THE ORIGINAL SITE PLAN ON FILE. IN THE AURORA CITY PLANNING OFFICE AT THE MUNICIPAL BUILDING. A COPY OF THE OFFICIAL CURRENT PLAN MAY BE PURCHASED THERE. LIKEWISE, SITE PLANS ARE REQUIRED TO AGREE WITH THE APPROVED SUBDIVISION PLAT OF RECORD AT THE TIME OF A BUILDING PERMIT; AND IF NOT, MUST BE AMENDED TO AGREE WITH THE PLAT AS NEEDED, OR
VICE VERSA.
12. ERRORS IN APPROVED SITE PLANS RESULTING FROM COMPUTATIONS OR INCONSISTENCIES IN THE DRAWINGS MADE BY THE APPLICANT ARE THE RESPONSIBILITY OF THE PROPERTY OWNER OF RECORD. WHERE FOUND, THE CURRENT MINIMUM CODE REQUIREMENTS WILL APPLY AT THE TIME OF BUILDING PERMIT. PLEASE BE SURE THAT ALL PLAN COMPUTATIONS ARE CORRECT.
13. ALL REPRESENTATIONS AND COMMITMENTS MADE BY APPLICANTS AND PROPERTY OWNERS AT PUBLIC HEARINGS REGARDING THIS PLAN ARE BINDING UPON THE APPLICANT, PROPERTY OWNER, AND ITS HEIRS, SUCCESSORS, AND ASSIGNS.
14. ARCHITECTURAL FEATURES (I.E. BAY WINDOWS, FIREPLACES, ROOF OVERHANG, GUTTERS, EAVES, FOUNDATIONS, FOOTINGS, CANTILEVERED WALLS, ETC.) ARE NOT ALLOWED TO ENCROACH INTO ANY EASEMENT OR FIRE LANE.
15. THE VENDOR OF ANY FUTURE SALE OF THE REAL PROPERTY SHALL PROVIDE THE REQUIRED NOTICE PER CITY CODE SECTION 146-1587(C) TO BE RECORDED WITH THE COUNTY CLERK AND RECORDER AND SHALL PROVIDE SUCH NOTICE TO EACH PROSPECTIVE PURCHASER OF ANY AND ALL SAID PROPERTY. SEE EXHIBIT C4 UNDER THE AIRPORT RELATED LAND USE RESTRICTIONS SECTION OF
THIS GUIDEBOOK.
16. THE DEVELOPER IS RESPONSIBLE FOR STRIPING ALL PUBLIC STREETS. THE DEVELOPER IS REQUIRED TO PLACE TRAFFIC CONTROL SIGNS AND GUIDE SIGNS ON ALL PUBLIC STREETS AND PRIVATE STREETS APPROACHING AN INTERSECTION WITH A PUBLIC STREET.
17. STREET LIGHTING SHALL BE AT THE DEVELOPER'S EXPENSE AND BE INSTALLED PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
18. ENTRY ISLANDS LOCATED WITHIN CITY RIGHT-OF-WAY WILL BE MAINTAINED BY THE METROPOLITAN DISTRICT.
19. IN LOCATIONS WHERE UTILITY EASEMENTS OVERLAP DRAINAGE EASEMENTS, ONLY SUBSURFACE UTILITIES SHALL BE PERMITTED
WITHIN THE PORTION OF THE UTILITY EASEMENT THAT OVERLAPS THE DRAINAGE EASEMENT. INSTALLATION OF ABOVE GROUND UTILITIES WITHIN A DRAINAGE EASEMENT REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER.
20. TRAFFIC SIGNS SHALL BE FURNISHED AND INSTALLED PER THE MOST CURRENT EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY STANDARDS, AND SHOWN ON THE SIGNING AND STRIPING PLAN FOR THE DEVELOPMENT.
21. PRIOR TO FINAL ACCEPTANCE OF PUBLIC IMPROVEMENTS, IF THE ADJACENT SITE IS NOT UNDER CONSTRUCTION, THE CURB CUT/CURB RETURNS AND CROSS PAN MUST BE REMOVED AND REPLACED WITH SIDEWALK, LANDSCAPING, AND CURB AND GUTTER AT THE DEVELOPER'S EXPENSE. THE DEVELOPER ACKNOWLEDGES THE RISK OF CONSTRUCTING THE CURB CUT WITHOUT
APPROVED CIVIL PLANS FOR THE ADJACENT SITE SHOWING THE CURB CUT.
22. THE STREETLIGHT OR PEDESTRIAN LIGHT INSTALLATION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DESIGNED, FUNDED, AND CONSTRUCTED BY THE DEVELOPER/OWNER. OWNERSHIP AND MAINTENANCE OF THE STREET/PEDESTRIAN LIGHTS SHALL BE THE RESPONSIBILITY OF THE CITY OF AURORA ONCE THEY HAVE BEEN ACCEPTED. STREET LIGHT AND/OR PEDESTRIAN PHOTOMETRICS PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL AND SHALL BECOME A PART OF THE APPROVED CIVIL CONSTRUCTION PLANS FOR THE PROJECT. AN ELECTRICAL PLAN SHOWING SITE LOCATION OF LIGHTS, ELECTRICAL ONE LINE AND GROUNDING DETAILS SHALL BE SUBMITTING TO THE PERMIT CENTER FOR REVIEW BY THE BUILDING DEPARTMENT.
THE OWNER IS RESPONSIBLE FOR OBTAINING AN ADDRESS FOR THE METER(S) FROM THE PLANNING DEPARTMENT. A BUILDING PERMIT FOR THE METER AND A PUBLIC INSPECTIONS PERMIT FOR THE STREET LIGHTS ARE REQUIRED. CERTIFICATE OF OCCUPANCIES WILL NOT BE ISSUED UNTIL THE STREET AND/OR PEDESTRIAN LIGHTING PLANS ARE APPROVED, CONSTRUCTED, AND
INITIALLY ACCEPTED.
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)
ADDITIONAL NOTES
1. THE STREETLIGHT OR PEDESTRIAN LIGHT INSTALLATION WITHIN THE PUBLIC RIGHT-OF WAY SHALL BE DESIGNED, FUNDED, AND
CONSTRUCTED BY THE DEVELOPER/OWNER. OWNERSHIP AND MAINTENANCE OF THE STREET/PEDESTRIAN LIGHTS SHALL BE THE RESPONSIBILITY OF THE CITY OF AURORA ONCE THEY HAVE BEEN ACCEPTED. STREET LIGHT AND/OR PEDESTRIAN PHOTOMETRIC PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL AND SHALL BECOME A PART OF THE APPROVED CIVIL CONSTRUCTION PLANS FOR THE PROJECT. AN ELECTRICAL PLAN SHOWING SITE LOCATION OF LIGHTS, ELECTRICAL ONE LINE AND GROUNDING DETAILS SHALL BE SUBMITTED TO THE PERMIT CENTER FOR REVIEW BY THE BUILDING DEPARTMENT. THE OWNER IS RESPONSIBLE FOR OBTAINING AN ADDRESS FOR THE METER(S) FROM THE PLANNING DEPARTMENT. A BUILDING PERMIT FOR THE METER AND A PUBLIC INSPECTIONS PERMIT FOR THE STREET LIGHTS ARE REQUIRED. CERTIFICATE OF OCCUPANCIES WILL NOT BE ISSUED UNTIL THE STREET AND/OR PEDESTRIAN LIGHTING PLANS ARE APPROVED, CONSTRUCTED, AND INITIALLY ACCEPTED.
2. SIGNS SHALL BE FURNISHED AND INSTALLED PER THE MOST CURRENT EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY STANDARDS, AND SHOWN ON THE SIGNING AND STRIPING PLANFOR THE DEVELOPMENT.
3. THE DEVELOPER IS RESPONSIBLE FOR SIGNING AND STRIPING ALL PUBLIC STREETS. THE DEVELOPER IS REQUIRED TO PLACE
TRAFFIC CONTROL, STREET NAME, AND GUIDE SIGNS.
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
LEGEND - NOTES &
ABBREVIATIONS
SITE PLAN NO. 7
TYPICAL REAR LOAD SINGLE FAMILY ATTACHED / DUPLEX
N.T.S.
5.5' CONCRETE
SIDEWALKMOUNTABLE
CURB & GUTTER
(TYP)
3' MIN REAR
SETBACK LINE
10' U.E.
10' SETBACK (TYP.)
5' SIDE YARD
SETBACK
30' MIN
VARIES
10' FRONT SETBACK
25' MIN
VARIES
LOT LINE
(TYP)
LOT LINE
(TYP)
8' U.E.
R.O.W.
PUBLIC STREET
R O
W
SI
D
E
LO
T
LI
N E
' A
LL
EY
' A
C C
ES
S, W
AT
ER
SA
N
IT
AR
Y
ES
M T.
REAR LOT LINE
5' FRONT
PORCH SETBACK
' F
IR
E
LA
N
E
ES
M T.
8' LANDSCAPE
5'x8' WATER METER
ESMT
12.5'x8' WATER
METER ESMT
5' SIDE YARD
SETBACK
SI
D
E
LO
T
LI
N E
PU
BL
IC
S
TR
EE
T
10' U.E.
TRACT
FINISH GRADE
LEVEL
ROAD OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
B N.T.S.'
TYPICAL DUPLEX LOT GRADING TEMPLATES
N.T.S.
FINISH GRADE AT
EASEMENT
"B" LOT
TYPICAL SECTION
FINISH GRADE AT
REAR PROPERTY LINE
2' MAX
ROAD OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
A N.T.S.'
"A" LOT (GRADES BACK TO FRONT)
TYPICAL SECTION
LEVEL
FINISH GRADE AT
REAR PROPERTY LINE
60' VARIES
VARIES
FINISH GRADE (2.5% MIN)
2.5%-12%
3:1 MAX
3%-10%
R .O
.W
R .O
.W
LO
T
LI
N
E
AL
LE
Y
LO
T
LI
N E
AL
LE
Y
60'
2.5% MIN. 2.5% MIN.
8' U.E.
8' U.E.
10' U.E.
10' U.E.
6' G.E. R.O.W.
5.5' CONCRETE
SIDEWALK
MOUNTABLE CURB
& GUTTER (TYP)
PUBLIC STREET
TYPICAL STANDARD SINGLE FAMILY DETACHED
N.T.S.
6' G.E.
10' SETBACK (TYP.)
5' SIDE YARD
SETBACK
0'
M
IN
55' MIN
CORNER LOT
15' FRONT SETBACK
50' MIN
TYPICAL LOT
LOT LINE
(TYP)
LOT LINE
(TYP)
5' SIDE YARD
SETBACK
10' REAR
SETBACK LINE REAR LOT LINE
8' U.E.
SI
D
E
LO
T
LI
N E
/ R O
W
SI
D
E
LO
T
LI
N E
5' SIDE YARD
SETBACK
PU
BL
IC
S
TR
EE
T
20' GARAGE
SETBACK
8' LANDSCAPE
TYPICAL LOT SERVICES
N.T.S.
6' GAS
W S
5'
8" PVC SAN.
W W
R.O.W.
5.5' SIDEWALK
8' LANDSCAPE
FLOWLINE
10'
MIN.
6" OR 8"
W
STREET FLOW
PVC WATER
W
EASEMENT
LOT 8.00'
UTILITY
EASEMENT
W W
W W
ALLEY
PROPERTY LINE
TYPICAL DUPLEX LOT SERVICES
N.T.S.
W W W W
8" PVC SAN.
W W
W W
W W
8" PVC WATER
10'
MIN.
TYP.
10' U.E.
30"
MIN
' A
C C
ES
S, W
AT
ER
SA
N
IT
AR
Y
ES
M T.
' F
IR
E
LA
N
E
ES
M T.
5'
12.5'x8' WATER
METER ESMT.
W W
W W
W W
FINISH GRADE
LEVEL
ROAD OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
B N.T.S.'
TYPICAL LOT GRADING TEMPLATES
N.T.S.
FINISH GRADE AT
EASEMENT
"B" LOT
TYPICAL SECTION
FINISH GRADE AT
REAR PROPERTY LINE
2' MAX
ROAD OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
A N.T.S.'
"A" LOT
TYPICAL SECTION
LEVEL
FINISH GRADE AT
REAR PROPERTY LINE
6' U.E.
VARIES VARIES 8'
U.E.
6' U.E.
90' VARIES 8'
U.E.
FINISH GRADE (2.5% MIN)
2.5%-12%
3:1 MAX
3%-10%
R .O
.W
R .O
.W
ES
M
T.
ES
M T.
LO
T
LI
N
E
LO
T
LI
N E
2.5% MIN. 2.5% MIN.
FINISH GRADE
LEVEL
ROAD OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
G N.T.S.'
FINISH GRADE AT
EASEMENT"G" LOT
TYPICAL SECTION
FINISH GRADE AT
REAR PROPERTY LINE
6' U.E.
30' VARIES 8'
U.E.
3%-10%
R .O
.W
ES
M
T.
LO
T
LI
N
E
45'
4' 2%-25%
2.5% MIN. 25% MAX.
6' G.E. R.O.W.
5.5' CONCRETE
SIDEWALK
MOUNTABLE
CURB & GUTTER
(TYP)
PUBLIC STREET
TYPICAL SMALL SINGLE FAMILY DETACHED
N.T.S.
6' G.E.
5' SIDE YARD
SETBACK
100' MIN
45' MIN
CORNER
18' GARAGE
SETBACK
10' FRONT SETBACK
45' MIN
TYP. LOT
LOT LINE
(TYP)
LOT LINE
(TYP)
5' SIDE YARD
SETBACK
10' REAR
SETBACK LINE REAR LOT LINE
8' U.E.
SI
D
E
LO
T
LI
N E
/ R O
W
SI
D
E
LO
T
LI
N E
5' SIDE YARD
SETBACK
10' SETBACK (TYP.)
8' LANDSCAPE
PU
BL
IC
S
TR
EE
T
ALLEY OVERLOT GRADE
HOLD DOWN OVERLOT FOR
UNITS WITH BASEMENTS
A N.T.S.'
"A" LOT (GRADES FRONT TO BACK)
TYPICAL SECTION
LEVEL
FINISH GRADE AT
FRONT PROPERTY LINE
8' U.E.
60' VARIES
FINISH GRADE (2.5% MIN)
2.5%-12%
3:1 MAX
R .O
.W
A
LL
EY
LO
T
LI
N
E
10' U.E.
TYPICAL 2-METER SECTION
N.T.S.
LO
T
LI
N
E
12.5'
5' 5'
2.5'
(PER COA
DETAIL 203-1)
C
EN
TE
R
O F
M
ET
ER
P
IT
C
EN
TE
R
O F
M
ET
ER
P
IT
BUILDING FOUNDATION
(BEHIND ESMT. SEE
TYPICAL DUPLEX LOT
SERVICE DETAIL ABOVE)
EDGE OF
ESMT.
EDGE OF
ESMT.
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
TYPICAL LOT LAYOUTS
SITE PLAN NO. 7
NOTES:
1. EASEMENTS SHOWN ON TYPICAL LOT PLANS AND SECTIONS
ARE GENERAL AND MAY NOT APPLY TO EACH SPECIFIC LOT.
REFER TO THE HORIZONTAL CONTROL PLANS (HC01 - HC04)
FOR SPECIFIC UTILITY EASEMENT LOCATIONS.
2. ARCHITECTURAL FEATURES (I.E. BAY WINDOWS, FIREPLACES,
ROOF OVERHANG, GUTTERS, EAVES, FOUNDATION, FOOTINGS,
CANTILEVERED WALLS, ETC.) ARE NOT ALLOWED TO
ENCROACH INTO ANY EASEMENT OR FIRE LANE.
5' / 10' Corners 3' min.
LOCAL STREET TYPE 1
R.O.W. R.O.W.
64.0' R.O.W.
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
NOTE: PRIVATE UTILITIES TO BE PLACED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY
7.0'
PARKING
7.0'
PARKING
34.0' F/L-F/L ROADWAY15.0'
0.5'
DRY UTILITIES
6.0' G.E.
DRY UTILITIES
6.0' G.E.
4"Ø
EDGE
DRAIN
4"Ø
EDGE
DRAIN
2% 2%
8" POTABLE WATERLINE
8" SANITARY SEWER
8.0' 10.0' 8.0'10.0'
STORM SEWER
(SIZE VARIES)
MOUNTABLE
CURB AND
GUTTER (S7.1)
MOUNTABLE
CURB AND
GUTTER (S7.1)
CLEAR
ZONE
CLEAR
ZONE
5.5'
SWK
8.0'
LANDSCAPE
5.5'
SWK
8.0'
LANDSCAPE
0.5' 2% 2%
3.0' 3.0'
TYPICAL 23' PRIVATE ALLEY
3% 3% 3% 3%
10.0' 1.5'
10.0' 1.5'
23.0' ALLEY &
FIRE LANE EASEMENT
P/L P/L
8.0' 8.0'
8" POTABLE
WATERLINE
5.0'
8" SANITARY
SEWER
5.0'
3' CONCRETE
PAN
26.0' ACCESS, WATER &
SANITARY EASEMENT
DRY UTILITIES
10.0' U.E. 10.0' U.E.
DRY UTILITIES
FUTURE DRIVEWAY
APRONS AT LOTS
FUTURE DRIVEWAY
APRONS AT LOTS
LOOP LANE (TRACT F)
PRIVATE
11.5'
TRAVEL LANE
11.5'
TRAVEL LANE
23'
FIRE LANE, ACCESS, WATER &
SANITARY EASEMENT
7.0'VARIES
DRY UTILITIES
6.0' G.E.
4"Ø
EDGE
DRAIN
4"Ø
EDGE
DRAIN
7.5'
LANDSCAPE
5.5'
SWK
0.5' 2%
8" POTABLE WATERLINE
8" SANITARY SEWER
9'12' 11.0'
R.O.W. P/L
MOUNTABLE
CURB AND
GUTTER (S7.1)
MOUNTABLE
CURB AND
GUTTER (S7.1)
7.0' CLEAR
ZONE
3.5' 7.0'
TRACT
LINE
46'
PARKING
30' F/L-F/L
CLEAR
ZONE
2%
0.5'
3.0' 3.0'
2% 2%
N. DUQUESNE WAY
LOCAL STREET WITH MEDIAN
R.O.W. R.O.W.85' R.O.W.
5.5'
SWK
17.0' F/L-F/L
1.5' 2.5'
17.0' F/L-F/L
8" POTABLE WATERLINE
5.0'
16.0'
MEDIAN
1.5'2.5'
5.5'
SWK
VERTICAL CATCH
CURB AND
GUTTER (S7.1)
VERTICAL CATCH
CURB AND GUTTER
(S7.1)
STANDARD
MEDIAN SPILL
CURB AND
GUTTER (S7.2)
7.0' CLEAR
ZONE
7.0' CLEAR
ZONE
NOTE: SECTION IS ADJACENT TO WARM SPRINGS AVE. INTERSECTIONS.
11.0'
LANDSCAPE
11.0'
LANDSCAPE
2% 2%
0.5' 0.5' 2% 2%
2% 2%
E. 28TH AVENUE
LOCAL STREET WITH MEDIAN
R.O.W. R.O.W.80.0' R.O.W.
17.0' F/L-F/L
1.5' 2.5'
17.0' F/L-F/L
8" POTABLE WATERLINE
5.0'
16.0'
MEDIAN
1.5'2.5'
5.5'
SWK
0.5' 0.5'
5.5'
SWK
VERTICAL CATCH
CURB AND
GUTTER (S7.1)
VERTICAL CATCH
CURB AND
GUTTER (S7.1)
STANDARD
MEDIAN SPILL
CURB AND
GUTTER (S7.2)
7.0' CLEAR
ZONE
7.0' CLEAR
ZONE
NOTE: SECTION IS ADJACENT TO WARM SPRINGS AVE. INTERSECTIONS.
8.5'
LANDSCAPE LANDSCAPE
2% 2%
8.5'
2% 2% 2% 2%
SCALE 1" = 10'
010 2010
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THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
TYPICAL STREET
SECTIONS
E. WARM SPRINGS AVE.
E. W
ARM
SPRING
S AVE.
E. 31ST PL.
N . D
U Q
U
ES
N E
W
AY
CITY
BOUNDARY
FILING 9
TRACT I
TRACT H
TRACT D
TRACT J
E. 28TH AVE.
E. 29TH
PL.
N. EATO
N PARK ST.
TRACT A
TRACT K
TRACT C
TRACT B
TRACT E
TRACT F
HIGHLAND
CREEK PKWY
TRACT G
LEGEND
PAIRED HOME, REAR
LOAD (25' FRONTAGE)
STANDARD LOT
(50-59' FRONTAGE)
STANDARD LOT
(60'-69' FRONTAGE)
STANDARD LOT
(70'+ FRONTAGE)
SMALL LOT
(<50' FRONTAGE)
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SHEET: OF 24
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
N
PREPARED BY:
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SHEET: OF 24
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
CSP TRACKING CHART
SITE PLAN NO. 7
KEY MAP
SCALE: 1" = 200'
D
PA-32
PA-4
PA-6 PA-29.1
PA-35.2
PA-34
PA-13
PA-12
PA-5.2
PA-29.2
PA-35.1
PA-35.3
PA-5.1
PA-21.3
PA-65.2
PA-11
PA-17
PA-37
PA-48
PA-71
PA-78
PA-21.5
PA-30
M
AI
N S
TR
EE
T
THE AURORA
HIGHLANDS PARKWAY
E-
R
ES
ER
VE
L O
O P
42ND AVENUE
38TH PARKWAY
26TH AVENUE
CASE # 2022-6048-00
PROJECT
AREA
HIGHLAND CREEK
PARKWAY
RIVER FRONT DRIVE
W
ARM
SPRING
S AVENUE
D
EN
AL
I B
O U
LE
VA
R D
UNINCORPORATED
ADAMS COUNTY
PA-80
SITE
PLAN #17
PA-46
PA-40
FILING 03
PRELIMINARY
PLAT # 08
CONTEXTUAL
SITE
PLAN # 01
CONTEXTUAL
SITE
PLAN #02
SITE
PLAN #14
PRELIMINARY
PLAT #10
PRELIMINARY
PLAT #10
SITE
PLAN #16
SITE
PLAN #15
FILING 22
FILING 18
FILING 05
SITE PLAN #25
PRELIMINARY PLAT #09
PRELIMINARY
PLAT #9
FILING 23
PRELIMINARY
PLAT #06
PRELIMINARY
PLAT #18
32ND AVENUE AT TAH
INFRASTRUCTURE SITE PLAN
48TH AVENUE
SITE PLAN #25
PRELIMINARY PLAT #11
32ND AVENUE
NORTH
AREA A
NORTH
AREA B
SITE
PLAN #21 TAH PARKWAY
INFRASTRUCTURE SITE PLAN N
CONTEXT MAP
SITE PLAN NO. 7
REQUIRED INFRASTRUCTURE NOTES:
THE FOLLOWING REQUIREMENTS MUST BE MET PRIOR TO ISSUANCE OF BUILDING PERMIT:
WATER:
1. ONSITE WATER LINES AND FIRE HYDRANTS
SANITARY SEWER:
1. ONSITE SANITARY SEWER LINES
STORM DRAINAGE:
1. ONSITE INLETS AND STORM SEWER.
2. REFERENCE GRADING & UTILITY PLANS FOR OFFSITE STORM SEWER REQUIRED.
ROADWAY:
1. ONSITE AGGREGATE BASE COURSE CAPABLE OF SUPPORTING LIFE SAFETY EQUIPMENT.
THE FOLLOWING REQUIREMENTS MUST BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY:
WATER:
1. ONSITE AND REQUIRED OFFSITE INFRASTRUCTURE INITIALLY ACCEPTED BY CITY
SANITARY SEWER:
1. ONSITE AND REQUIRED OFFSITE INFRASTRUCTURE INITIALLY ACCEPTED BY CITY
STORM DRAINAGE:
1. OFFSITE INFRASTRUCTURE:
· REGIONAL DETENTION AND WATER QUALITY FACILITIES LOCATED DOWNSTREAM OF SITE.
ROADWAY:
1. ONSITE INFRASTRUCTURE INITIALLY ACCEPTED BY CITY, AND 2 POINTS OF ACCESS TO THE
ASSOCIATED PLANNING AREA.
LEGEND:
DEVELOPMENT ACCESS LOCATIONS
SITE PLAN NO. 7 SITE ACCESS
EXISTING INFRASTRUCTURE
ADDITIONAL NOTES:
1. CONVEYANCE OF ALL RIGHT-OF-WAY AND EASEMENTS NEEDED TO ACCOMMODATE THE
REFERENCED PUBLIC IMPROVEMENTS IS REQUIRED PRIOR TO ISSUANCE OF BUILDING
PERMIT.
2. INFRASTRUCTURE INITIALLY ACCEPTED BY THE CITY INDICATES THE INFRASTRUCTURE HAS
BEEN DESIGNED IN ACCORDANCE WITH THE CITY'S PUBLISHED DESIGN CRITERIA AND THE
CITY HAS APPROVED THE DESIGN AND ACCEPTED THE CONSTRUCTED INFRASTRUCTURE.
3. THE ISP CIVIL PLANS FOR THE ASSOCIATED INFRASTRUCTURE MUST BE APPROVED PRIOR TO
ISSUANCE OF BUILDING PERMITS. CONSTRUCTION SHOWN ON ISP CIVIL PLANS FOR THE
ASSOCIATED INFRASTRUCTURE MUST BE INITIALLY ACCEPTED BY THE CITY PRIOR TO
ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF OCCUPANCY
PER THE APPROVED PUBLIC IMPROVEMENT PLAN.
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SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
SCALE IN FEET
ORIGINAL SCALE
0 1200600 600
1" = 600'
11 12 13 14 15 16 17 189
19 24 25 26 27 2823
30.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.02' 25.05' 25.11'
S 0°
'0
3" E
3.
20.00'
.6
7'
.6
7'
.6
7'
.6
7'
.6
7'
.4
8'
.5
9'
.9
7'
.6
2'
25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00'
.0
0'
.0
0'
80.00'
80.00'
.0
0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.8 5'
.0
0'
80.00'
.0
0'
80.00'
.0
0'
80.00'
.0
0'
80.00'
.0
0'
.0 0'
75.50'
.0
0'
25.00'
.0
0'
25.00' 25.00'
.0
0'
25.00'
25.00' 25.00' 25.00' 25.00'
25.00'25.00'25.00'25.00'
.0
0'
.0
0'
.0
0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.0 0'
80.00'
80.00'
80.00'
80.00'
80.00'
80.00'
80.00'
.6
7'
N
°0 0'
" W
3.
E. 30TH PLACE
(LOCAL TYPE 1)
17'
FL-FL
N . D
U Q
U
ES
N E
W
AY
(L O
C
AL
T
YP
E 1)
85' R.O.W.
R15.00' R15.00'
5.5' SDWK
5.5' SDWK
10' U.E.
R .O
.W
1996 SF
0.05 AC.
2046 SF
0.05 AC.
2077 SF
0.05 AC.
2091 SF
0.05 AC.
2092 SF
0.05 AC.
2092 SF
0.05 AC.
2092 SF
0.05 AC.
2092 SF
0.05 AC.
2489 SF
0.06 AC.
2092 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
S 89°59'57" W 193.48'
R=15.00' Δ=90°55'05"
L=23.80' R=15.00' Δ=90°00'00" L=23.56'
E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
R=10.00' Δ=90°00'00" L=15.71'
5.5' SDWK
10' U.E.
.0
0'
AL
LE
Y
23.00'
ALLEY
.0
0' R
.O .W
.0
0'
AC
C
ES
S, W
AT
ER
SA
N
IT
AR
Y
ES
M
T.
FIRE HYDRANT
R15.00'
R15.00'
MAIL KIOSKS
17'
FL-FL
9.00'
TYP.
8.00'
19.00'
R15.00' R15.00'
TEMPORARY PRIVATE
DRAINAGE SWALE
(TYP.)
TEMPORARY PRIVATE
DRAINAGE SWALE
(TYP.)
THE AURORA HIGHLANDS SUBDIVISION FILING NO. 15
RECEPTION NO. 2022000086951
THE AURORA HIGHLANDS SUBDIVISION FILING NO. 15
RECEPTION NO. 2022000086951
BLOCK 4
LOT 1
.0
0'
FI
R E
LA
N
E
ES
M T.
23.00'
FIRE
LANE
ESMT.
BENCHES
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
TRACT A
2,270 SF 0.052 AC
TRACT C
26,057 SF
0.598 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
TRACT I
435,084 SF
9.988 AC
5.5' SDWK
UNINCORPORATED
ADAMS COUNTY
10' DRAINAGE EASEMENT
5.5' SDWK
R.O.W.
R.O.W.
3 3
S 89°47'54" W 64.00'
S 89°54'54" W 10.50'
16'
FL-FL
50.00'
26.00'
ACCESS,
WATER
SANITARY
ESMT.
10' U.E.
CURB
STOPS
.0
0' R
.O .W
EX DRAINAGE ESMT.
WIDTH VARIES
12.00'
MAINTENANCE
ACCESS
10.00'
DRAINAGE ESMT.
(TO BE DEDICATED BY SEPARATE DOCUMENT)
TRACT G
2,907 SF
0.480 AC
N 89°59'57" E 98.54'
R=15.00' Δ=90°00'00" L=23.56'N 89°59'57" E 68.78'
R=15.00' Δ=100°34'02"
L=26.33'
S 89°59'57" W 10.50'
R=15.00' Δ=90°00'00"
L=23.56'
S 0°00'03" E 15.15'
R=194.00' Δ=12°56'23"
L=43.81'
R=219.50' Δ=12°56'23"
L=49.57'
S 0°
'0
3" E
.7 8'
N 89°59'57" E 247.79'
R=20.00' Δ=48°35'25"
L=16.96'
N 89°59'57" E 99.63'
N 89°59'57" E 339.31'
TRACT K
3,293 SF
0.076 AC
N
°0 0'
" W
3.
SIDEWALK ESMT.
(TO BE DEDICATED BY
SEPARATE DOCUMENT)
26.00'
ACCESS, WATER &
SANITARY ESMT.
(TO BE DEDICATED
BY SEPARATE DOCUMENT)
20.00'
UTILITY ESMT.
(TO BE DEDICATED
BY SEPARATE DOCUMENT)
R=862.00' Δ=17°29'46"
L=263.22'8' U.E.8' U.E.
PET WASTE STATION
& TRASH RECEPTACLE
N 0°00'03" W 2.75'
8' U.E.
8' U.E.
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
WATER
ESMT. (TYP.)
WATER
ESMT. (TYP.)
8' U.E.
PREPARED BY:
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707 17th Street, Suite 3150 Denver, Colorado 80202
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SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
SITE PLAN
SITE PLAN NO. 7
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
LEGEND
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
RIGHT SIGHT TRIANGLE
LEFT SIGHT TRIANGLE
GAS EASEMENT
LOT NUMBER
BLOCK NUMBER
UTILITY EASEMENT
NOTE:
1. STREET LIGHT LOCATIONS ARE CONCEPTUAL. FINAL LOCATIONS
WILL BE DETERMINED WITH PHOTOMETRIC ANALYSIS
SUBMITTED WITH THE STREET LIGHTING PLANS IN THE CIVIL
PLAN SUBMITTAL.
2. FIRE LANE NOTES:
2.1. SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30
DEGREE AND NOT MORE THAN 45 DEGREES WITH THE CURB
OR LINE OF TRAFFIC FLOW.
2.2. SIGNS SHALL BE SPACED 50-FEET ON ALTERNATING SIDES
OF THE FIRE LANE IN ACCORDANCE WITH 2015-FC.
2.3. SHALL BE INSTALLED 2 FEET BEHIND EDGE OF CONCRETE
ALLEY.
2.4. FIRE LANE SIGN DETAIL SHALL SHOW L, R, B (OR SIMILAR
IDENTIFICATION FOR EACH SIGN UTILIZED TO MATCH
LOCATIONS ON PLANS.
2.5. LOWEST SIGN SHALL BE MOUNTED 7 FEET ABOVE GRADE.
SITE LIMITS
U.E.
G.E.
R1-1
N
SCALE : 1" = 40'
040 8040
R4-7
PUBLIC PEDESTRIAN LIGHT (20' TAPERED
POLE)
EXISTING RESIDENTIAL LIGHTING
PROPOSED BENCH
PROPOSED MAIL KIOSK
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER INLET
PROPOSED STORM SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
P
FIRE
LANE
W16-7P
W11-2
R7-1A
SIGNING KEYNOTE
PROPOSED EASEMENT
R7-8
RESERVED
PARKING
R7-201AP
PROPOSED MONUMENT BOXES
VAN
ACCESSIBLE
R7-8A
M
AT
C H
LI
N
E
SE
E
SH
EE
T
29 35
.3 3'
.2
1'
.0 0'
N
°2 1'
" W
.0
0'
.0
0'
.8 0'
49.18'
.2
7'
1.
.0
0'
47.94'
.0
0'
80.00'
.0
0'
.0 0'
.0
0'
80.00'
.0
0'
.0
0'
80.00'
.0
0'
.0
0'
80.00'
.0
0'
.0
0'
80.00'
.0 0'
.0
0'
80.00'
80.00'
80.00'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
.0 0'
.0
0'
80.00'80.00'80.00'
TRACT B
24,354 SF
0.559 AC
34'
FL-FL
R64.50'
R=407.00' Δ=6°47'33" L=48.25' R=407.00'
Δ=6°47'33" L=48.25'
R=407.00' Δ=6°47'33" L=48.25'
R=407.00' Δ=6°47'33" L=48.25'
R=407.00' Δ=6°47'33" L=48.25'
R=407.00' Δ=6°47'33" L=48.25'
R=407.00' Δ=6°47'33" L=48.25'
R=343.00' Δ=11°48'37"
L=70.70'
R=343.00' Δ=11°48'37"
L=70.70'
R=343.00' Δ=11°48'37"
L=70.70'
R=343.00' Δ=11°48'37"
L=70.70'
R=343.00' Δ=13°45'04" L=82.32'
R=343.00' Δ=5°42'45"
L=34.20'
R=407.00' Δ=6°47'33" L=48.25'
5500 SF
0.13 AC.
5660 SF
0.13 AC.
6254 SF
0.14 AC.
8486 SF
0.19 AC.
6016 SF
0.14 AC.
5500 SF
0.13 AC.
13477 SF
0.31 AC.
9063 SF
0.21 AC.
6570 SF
0.15 AC.
6570 SF
0.15 AC.
11228 SF
0.26 AC.
6570 SF
0.15 AC.
6570 SF
0.15 AC.
6570 SF
0.15 AC.
R=407.00' Δ=6°52'27" L=48.83'
5.5' SDWK
R392.00'
R358.00'
R358.00'
R=343.00' Δ=11°48'37"
L=70.70'
R=407.00' Δ=1°50'00" L=13.02'
.6
6'
10' U.E.
6' G.E.
8' U.E.
6' G.E.
6' G.E.
8' U.E.
9035 SF
0.21 AC.
9347 SF
0.22 AC.
9415 SF
0.22 AC.
9241 SF
0.21 AC.
8833 SF
0.20 AC.
8185 SF
0.19 AC.
7376 SF
0.17 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
N 55°02'23" W 89.44'
N 80°09'14" W 31.73'
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
2000 SF
0.05 AC.
8' U.E.
E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
N 70°20'41" W
47.94'
N 58°32'04" W
47.94'
N 23°06'15" W 47.94'
N 11°27'22" W 46.63'
5.5' SDWK
HIGHLANDS CREEK PARKWAY
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(3-LANE COLLECTOR)
5.5' SDWK
S 79°51'39" E 13.54'
S 69°25'20" E 53.03'
S 69°25'20" E 25.18'
S 58°58'50" E 42.15'
S 58°58'50" E 23.03'
S 49°29'25" E 44.54' S 49°29'25" E 20.65'
S 39°59'56" E 46.98'
S 39°59'56" E 18.22'
S 30°30'24" E 49.24'
S 30°30'24" E 15.97'
S 21°00'47" E 51.07'
S 21°00'47" E 14.14'
S 10°33'58" E 52.38'
S 10°33'58" E 25.89'
S 0°34'20" W 39.67'
N
°4 3'
" E
.9 5'
S 0°00'03" E 25.30'
35.00' C.I.G RIGHT-OF-WAY AGREEMENT
REC NO 2004001069590 & C0790962
50.00' C.I.G. RIGHT-OF-WAY AGREEMENT
BOOK 2853, PAGE 286
50.00' RIGHT-OF-WAY AGREEMENT
BOOK 1541, PAGE 323
10' U.E.
10' U.E.
6' G.E.
23.00'
ALLEY
78.00' R.O .W
S 79°51'39" E 13.54'
FIRE HYDRANT
TRACT D
6,387 SF
0.147 AC.
TRACT J
4,113 SF 0.094 AC.
34'
FL-FL
9.00'
TYP.
.0
0'
10' U.E.
8' U.E.
THE AURORA HIGHLANDS
FILING NO. 15
RECEPTION NO. 2022000086951
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
64'
R.O.W.
23.00'
FIRE
LANE
ESMT.
PRIVATE
6' CRUSHER
FINES TRAIL
R=407.00' Δ=4°13'27"
L=30.01'
6' SDWK
PRIVATE
6' SDWK
PRIVATE
MAIL KIOSKS
78.00' R.O.W.
R.O.W.
R.O.W.
R.O.W.
26.00'
ACCESS,
WATER
SANITARY
ESMT.
TRACT G
20,907 SF
0.480 AC
S 00°34'20" W, 18.39'
S 00°00'03" E, 21.18'
S 0°
'0
3" E
0.
S 5°
'4
9" W
3.
S 89°59'57" W 109.74'
R=79.00' Δ=2°54'14" L=4.00'
R=20.00' Δ=84°20'21" L=29.44'
S 34°54'51" E 47.94'
S 46°43'28" E 47.94'
N 89°59'57" E 99.63'
.0
0' S0
°0 0'
.9
1" E
R=79.00' Δ=30°58'08"
L=42.70'
N 79°51'39" W 51.60'
N
3°
'0 1"
E
0.
N
°3 3'3
7" E
0.
N 37 °2
2'1 4"
E
0.0 0'
N 49°10'50" E
110.00'
N 60°59'27" E
110.00'
N 72°48'03" E
110.00'
N 84°17'12" E
110.00'
N 89°59'57" E 110.00'
N 89°59'57" E 110.00'
S 89°59'57" W 110.00'
S 89°59'57" W 110.00'
N 88°09'58" E 110.26'
N 81°17'31" E
116.03'
N 77°04'03" E
123.64'
N 70°16'30" E
137.80'
N 63°28'57" E
149.72'
N 56°41'24" E
157.47'
N 49°53'50" E
161.75'
N 43 °0
6'1 7"
E
2.4
7'
N 36 °1
8'4 4"
E
9.6 1'
N
°3 1'1
1" E
2.
N 61°43'11" W
139.02'
WATER ESMT.
8' U.E.
N 89°59'57" E 80.00'
N 89°59'57" E 80.00'
N 89°59'57" E 80.00'
N 89°59'57" E 80.00'
R=862.00' Δ=17°29'46" L=263.22'
TRACT D
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
8' U.E.
WATER ESMT.
WATER ESMT. PET WASTE
STATION
& TRASH
RECEPTACLE
PET WASTE
STATION
& TRASH
RECEPTACLE
TRACT F
20,433 SF
0.469 AC.
8' U.E.
6' G.E.
8' U.E.
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
WATER
ESMT. (TYP.)
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
SITE PLAN
SITE PLAN NO. 7
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
LEGEND
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
RIGHT SIGHT TRIANGLE
LEFT SIGHT TRIANGLE
GAS EASEMENT
LOT NUMBER
BLOCK NUMBER
UTILITY EASEMENT
NOTE:
1. STREET LIGHT LOCATIONS ARE CONCEPTUAL. FINAL LOCATIONS
WILL BE DETERMINED WITH PHOTOMETRIC ANALYSIS
SUBMITTED WITH THE STREET LIGHTING PLANS IN THE CIVIL
PLAN SUBMITTAL.
2. FIRE LANE NOTES:
2.1. SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30
DEGREE AND NOT MORE THAN 45 DEGREES WITH THE CURB
OR LINE OF TRAFFIC FLOW.
2.2. SIGNS SHALL BE SPACED 50-FEET ON ALTERNATING SIDES
OF THE FIRE LANE IN ACCORDANCE WITH 2015-FC.
2.3. SHALL BE INSTALLED 2 FEET BEHIND EDGE OF CONCRETE
ALLEY.
2.4. FIRE LANE SIGN DETAIL SHALL SHOW L, R, B (OR SIMILAR
IDENTIFICATION FOR EACH SIGN UTILIZED TO MATCH
LOCATIONS ON PLANS.
2.5. LOWEST SIGN SHALL BE MOUNTED 7 FEET ABOVE GRADE.
SITE LIMITS
U.E.
G.E.
R1-1
N
SCALE : 1" = 40'
040 8040
R4-7
PUBLIC PEDESTRIAN LIGHT (20' TAPERED
POLE)
EXISTING RESIDENTIAL LIGHTING
PROPOSED BENCH
PROPOSED MAIL KIOSK
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER INLET
PROPOSED STORM SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
P
FIRE
LANE
W16-7P
W11-2
R7-1A
SIGNING KEYNOTE
PROPOSED EASEMENT
R7-8
RESERVED
PARKING
R7-201AP
PROPOSED MONUMENT BOXES
VAN
ACCESSIBLE
R7-8A
M
AT
C H
LI
N
E
SE
E
SH
EE
T
MATCHLINE SEE SHEET 09
LOT 1
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
.6
5'
26.42'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
49.15'
50.00'
50.00'
50.00'
60.00'
60.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
45.00'
33.65'
18.14'
95.00'
.0
0'
.8
8'
95.00' 45.00'
95.00'
23.91'
25.68'
50.00' 50.00' 50.00'
78.62'
78.62'
E. 28TH AVE.
(LOCAL TYPE 1)
34'
FL-FL
34'
FL-FL
34'
FL-FL
30'
FL-FL
64' R.O.W.
64'
R.O.W.
R46.00'
R46.00'
R34.50'
R34.50'
R
.5 0'
R15.00'
R15.00'
R233.00'
R267.00'
5.5' SDWK
5.5' SDWK
5.5' SDWK
R=282.00' Δ=8°21'23"
L=41.13'
R=282.00' Δ=9°39'26"
L=47.53'
R=282.00' Δ=4°10'17"
L=20.53'
R=15.00' Δ=90°00'00"
L=23.56'
R=218.00' Δ=20°10'54" L=76.79'
R=218.00' Δ=2°00'12" L=7.62'
R=15.00' Δ=90°00'00"
L=23.56'
R=79.00' Δ=30°50'52"
L=42.53'
R=79.00' Δ=19°37'07"
L=27.05'
R15.00'
R15.00'
R=15.00' Δ=90°00'00"
L=23.56'
R=15.00' Δ=90°00'00" L=23.56'
6552 SF
0.15 AC.
5500 SF
0.13 AC.
6552 SF
0.15 AC.
6834 SF
0.16 AC.
5673 SF
0.13 AC.
5500 SF
0.13 AC.
6094 SF
0.14 AC.
6187 SF
0.14 AC.
6906 SF
0.16 AC.
7269SF
0.17 AC.
5638 SF
0.13 AC.
5663 SF
0.13 AC.
9783 SF
0.23 AC.
15701 SF
0.36 AC.
6.74'
18.14'
R=79.00' Δ=19°37'07"
L=27.05'
R=79.00' Δ=30°50'52"
L=42.53' R=79.00' Δ=29°10'54"
L=40.24'
R=79.00' Δ=4°41'28"
L=6.47'
11.02'
8.76'
5.5' SDWK
5.5' SDWK 5.5' SDWK
8' U.E.
6' G.E.
6' G.E.
8' U.E.
8' U.E.
6' G.E.
6' G.E.
6' G.E.
6' G.E.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5500 SF
0.13 AC.
5638 SF
0.13 AC.
5638 SF
0.13 AC.
5638 SF
0.13 AC.
64'
R.O .W
N 22°11'09" W 498.00'
7351 SF
0.17 AC.
8' U.E.
8' U.E.
E. 29TH PLACE
(LOCAL TYPE 1)
N. EATO
N PARK STREET
(LO
CAL TYPE 1)
5.5' SDWK
FILING 9 STORM CULVERT
E. W
ARM
SPRING
S AVENUE
THE AURO
RA HIG
HLANDS
SUBDIVISIO
N FILING
NO
. 9
REC. NO
. 2023000042190
(CO
LLECTO
R 3-LANE)
R=20.00' Δ=84°20'21" L=29.44'
78.00' R.O.W.
35.00' C.I.G RIGHT-OF-WAY AGREEMENT
REC NO 2004001069590 & C0790962
50.00' C.I.G. RIGHT-OF-WAY AGREEMENT
BOOK 2853, PAGE 286
50.00' RIGHT-OF-WAY AGREEMENT
BOOK 1541, PAGE 323
FILING 9 STORM CULVERT
FIRE
HYDRANT
FIRE HYDRANT
FIRE HYDRANT
6' G.E.
30.00'
FL-FL
TEMPORARY
PRIVATE DRAINAGE
SWALE (TYP.)
DRAINAGE
SWALE (TYP.)
BLOCK 4
LOT 1
TRACT E
12,228 SF
0.281 AC
S 22°11'09" E 42.72'
MAIL KIOSKS
10' DRAINAGE EASEMENT
(TO BE DEDICATED BY SEPARATE DOCUMENT)
10' DRAINAGE
EASEMENT
(TO BE DEDICATED BY
SEPARATE DOCUMENT)
S 67°48'51" W 159.27'
S 71°37'42" W 72.44'
23.00'
FIRE LANE
2 1
R.O.W.
EX STOP SIGN
50'
FL-FL
10' DRAINAGE EASEMENT
(TO BE DEDICATED BY SEPARATE DOCUMENT)EX DRAINAGE ESMT.
WIDTH VARIES
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
12.00'
MAINTENANCE
ACCESS
TRACT F
20,433 SF
0.469 AC.
8.50'
S 22°11'09" E 433.32'
S 67°48'51" W 148.71'
S 64°00'00" W 48.39'
S 22°11'09" E 46.00'
N 67°48'51" E 148.71'
S 22°11'09" E 17.04'
N 22°11'09" W 136.50'
S 21°18'13" E 67.44' S 22°11'09" E 64.00'
S 13°11'09" E 65.99'
S 3°
'1
9" E
3.
S 22°11'09" E 64.00'
.0
0'
N 67°48'51" E 52.45'
N 22°11'09" W 72.50'
N 22°11'09" W 26.00'
S 67°48'51" W 27.55'
N 22°11'09" W 18.00'
S 67°48'51" W 70.00'
N 22°11'09" W 44.00' S 67°48'51" W 212.00'
N 22°11'09" W 5.00' S 22°11'09" E 5.00'
S 67°48'51" W 26.00' S 67°48'51" W 18.00'
N 85°37'15" W 8.94'
S 67°48'51" W 77.00'
N 67°48'51" E 5.00'
N 89°59'57" E 110.00'
S 71°59'08" W110.00'
S 81°38'34" W 110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
S 67°48'51" W100.59'
S
°2 0'
" W
.2
4'
S 67°48'51" W102.38'
S 48°11'44" W 15.89'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
N 67°48'51" E
110.00'
S 87°51'24" W 109.94'
S 89°59'57" W
S 87°25'57" W 113.19'
S 67°48'51" W112.77'
S 67°48'51" W112.77'
S 67°48'51" W112.77'
S 67°48'51" W112.77'
S 67°48'51" W112.77'
WATER ESMT.
WATER TEST
SAMPLING STATION
80'
R.O .W
SIDEWALK ESMT.
(REC. NO. 2023000042190)
SIDEWALK ESMT.
(REC. NO. 2023000042190)
8' U.E.
8' U.E.
8' U.E.
TRACT B
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
64'
R.O .W
8' U.E.
30.00'
ACCESS, WATER &
SANITARY ESMT.
6' G.E.
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
TRACT I
435,084 SF
9.988 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
64,066 SF
1.471 AC16'
SANITARY ESMT.
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
LEGEND
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
RIGHT SIGHT TRIANGLE
LEFT SIGHT TRIANGLE
GAS EASEMENT
LOT NUMBER
BLOCK NUMBER
UTILITY EASEMENT
NOTE:
1. STREET LIGHT LOCATIONS ARE CONCEPTUAL. FINAL LOCATIONS
WILL BE DETERMINED WITH PHOTOMETRIC ANALYSIS
SUBMITTED WITH THE STREET LIGHTING PLANS IN THE CIVIL
PLAN SUBMITTAL.
2. FIRE LANE NOTES:
2.1. SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30
DEGREE AND NOT MORE THAN 45 DEGREES WITH THE CURB
OR LINE OF TRAFFIC FLOW.
2.2. SIGNS SHALL BE SPACED 50-FEET ON ALTERNATING SIDES
OF THE FIRE LANE IN ACCORDANCE WITH 2015-FC.
2.3. SHALL BE INSTALLED 2 FEET BEHIND EDGE OF CONCRETE
ALLEY.
2.4. FIRE LANE SIGN DETAIL SHALL SHOW L, R, B (OR SIMILAR
IDENTIFICATION FOR EACH SIGN UTILIZED TO MATCH
LOCATIONS ON PLANS.
2.5. LOWEST SIGN SHALL BE MOUNTED 7 FEET ABOVE GRADE.
SITE LIMITS
U.E.
G.E.
R1-1
N
SCALE : 1" = 40'
040 8040
R4-7
PUBLIC PEDESTRIAN LIGHT (20' TAPERED
POLE)
EXISTING RESIDENTIAL LIGHTING
PROPOSED BENCH
PROPOSED MAIL KIOSK
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER INLET
PROPOSED STORM SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
P
FIRE
LANE
W16-7P
W11-2
R7-1A
SIGNING KEYNOTE
PROPOSED EASEMENT
R7-8
RESERVED
PARKING
R7-201AP
PROPOSED MONUMENT BOXES
VAN
ACCESSIBLE
R7-8A
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
SITE PLAN
SITE PLAN NO. 7
MATCHLINE SEE SHEET 08
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
PROPOSED FOREBAY
FILING 9
EDN # 222242
W
W W W W W W W W W W W W W W W W W W W W W W W
11 12 13 14 15 16 17 189
19 24 25 26 27 2823 s s s s s s s s s s s w s ws s s s s s s s s ws w s w w w w s ww ww ww ww s ws w sw s w ww ww ww w w
FIRE HYDRANT
N . D
U Q
U
ES
N E
W
AY
(L O
C
AL
T
YP
E 1)
ALLEY
AL
LE
Y
E. 30TH PLACE
(LOCAL TYPE 1)64
R
.O .W
5507 5508
5502 5503
85' R.O.W.
10' U.E.
1.7%
2.7%
2.1%
0.
9%
10' U.E.
1.2% 1.9%
0.
8%
EX FIRE HYDRANT
TEMPORARY PRIVATE
DRAINAGE SWALE
(TYP.)
TEMPORARY PRIVATE
DRAINAGE SWALE
(TYP.)
1.9%1.9%
3.1%
BLOCK 4
LOT 1
PRIVATE
INLET
EX DRAINAGE ESMT.
WIDTH VARIES
EX CHANNEL
FILING 9 EDN # 222242
CASE # 2020-6029-00
UNINCORPORATED
ADAMS COUNTY
CONNECT TO
EXISTING SANITARY
SEWER STUB
E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
10' U.E.
.0
0'
AC
C
ES
S, W
AT
ER
SA
N
IT
AR
Y
ES
M
T.
26.00'
ACCESS,
WATER &
SANITARY
ESMT.
THE AURORA HIGHLANDS SUBDIVISION FILING NO. 15
RECEPTION NO. 2022000086951
THE AURORA HIGHLANDS SUBDIVISION FILING NO. 15
RECEPTION NO. 2022000086951
.0
0'
FI
R E
LA
N
E
ES
M T.
23.00'
FIRE
LANE
ESMT.
10' U.E.
MAIL KIOSKS
BENCHES
5' SDWK 5' SDWK
12.00'
MAINTENANCE
ACCESS
EX STORM MANHOLE
(TYP.)
EX WATER MAIN
EX STORM INLET (TYP.)
EX STORM SEWER (TYP.)
PROPOSED SANITAR
SEWER 10' U.E.
EX SANITARY SEWER
MANHOLE (TYP.)
2.1%
2.1%
0.
3%
10.00'
DRAINAGE ESMT.
(TO BE DEDICATED BY SEPARATE DOCUMENT)
TRACT G
2,907 SF
0.480 AC
TRACT G
TRACT K
3,293 SF
0.076 AC.
TRACT A
2,270 SF 0.052 AC
TRACT C
26,057 SF
0.598 AC
SIDEWALK ESMT.
(REC. NO. 2023000042190)
26.00'
ACCESS, WATER &
SANITARY ESMT.
(TO BE DEDICATED BY
SEPARATE DOCUMENT)
20.00'
UTILITY ESMT.
(TO BE DEDICATED BY
SEPARATE DOCUMENT)
8' U.E.8' U.E.
TEMPORARY PRIVATE
DRAINAGE SWALE
(TYP.)
PET WASTE STATION
TRASH RECEPTACLE
8' U.E.
8' U.E.
WATER
ESMT. (TYP.)
WATER
ESMT. (TYP.)
8' U.E.
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
TRACT I
435,084 SF
9.988 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
GRADING & UTILITY PLAN
SITE PLAN NO. 7
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
N
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
M
PROPOSED INLET
PROPOSED FIRE HYDRANT
PROPOSED SANITARY MANHOLE
PROPOSED WATER
PROPOSED STORM
PROPOSED SANITARY
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
CSP NO. 1 BOUNDARY
SANITARY SERVICE
WATER SERVICE LINE & METER
EASEMENT
MAINTENANCE ACCESS PATH
NOTES:
1. STORM SEWER IS PUBLIC UNLESS NOTED OTHERWISE.
2. ALL WATERLINE IS 8" UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER IS 8" UNLESS NOTED OTHERWISE.
4. SEE SHEET 3 FOR TYPICAL SECTIONS.
5. UNLINED TEMPORARY SWALE WITH SLOPES LESS THAN
2% ARE PERMITTED FOR UP TO 36 MONTHS OR UNTIL
ADJACENT DEVELOPMENT OCCURS. OTHERWISE,
REVISIONS SHALL BE SUBMITTED FOR CONCRETE LOW
FLOW TRICKLE CHANNEL AT A MINIMUM OF 0.5% SLOPE. IN
ADDITION, THE CITY RESERVES THE RIGHT AT ANY POINT
TO REQUIRE THE CONSTRUCTION OF THE TRICKLE
CHANNEL SHOULD THERE BE AN ISSUE WITH REDUCES
CAPACITY, SEDIMENTATION, PONDING, OR OTHER ITEMS
IDENTIFIED BY THE CITY ENGINEER. DUE TO THE
PROXIMITY TO THE AIRPORT, STANDING WATER IS NOT
PERMITTED. THE OWNER SHALL TAKE IMMEDIATE ACTION
IF SUCH ISSUES ARE IDENTIFIED.
4. DETAILED LAYOUT AND DESIGN FOR PROPOSED CURB RAMPS
WITHIN RIGHT OF WAY OR ALONG AN ACCESSIBLE ROUTE WILL
BE COMPLETED WITH THE CIVIL PLANS.
PROPOSED STORM MANHOLE
S W
LEGEND
PROPOSED PUBLIC PEDESTRIAN LIGHT
M
AT
C H
LI
N
E
SE
E
SH
EE
T
SCALE : 1" = 40'
040 8040
DETAIL A
SE
E
D
ET
AI
L
A
BE
LO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
29 35 w s w s w s w s w s w s w w w w w w w w w w w w w w w w s s s s s s s s s s s s s s s w s w s w ww s s s s ww w s s s s s w ww
FIRE HYDRANT
AL
LE
Y
ALLEY
8' U.E.
8' U.E.
6' G.E. 6' G.E.
6' G.E.
8' U.E.
R .O
.W
4.
2%
0.
5%
2.
6%
1.
2%
1.3%
2.4%
1.9%
0.3%
1.
7%
15.8%
HIGHLANDS CREEK BOULEVARD
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
UTILITY
EASEMENT
35.00' C.I.G RIGHT-OF-WAY AGREEMENT
REC NO 2004001069590 & C0790962
50.00' C.I.G. RIGHT-OF-WAY AGREEMENT
BOOK 2853, PAGE 286
50.00' RIGHT-OF-WAY AGREEMENT
BOOK 1541, PAGE 323
.0
0' R.
O.W
78' R.O .W
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
10' U.E.
PRIVATE INLET
PRIVATE INLET
1.7%
1.7%
EX FIRE HYDRANT
EX FIRE HYDRANT
PRIVATE SIDEWALK
PRIVATE SIDEWALK
PRIVATE INLET
E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
10' U.E.
26.00'
ACCESS,
WATER &
SANITARY
ESMT.
10' U.E.
THE AURORA HIGHLANDS
FILING NO. 15
RECEPTION NO. 2022000086951
23.00'
FIRE
LANE
ESMT.
PRIVATE
5' SDWK
10' U.E.
MAIL KIOSKS
6' G.E.
PRIVATE
6' CRUSHER FINES
TRAIL
8' U.E.
64'
R.O.W
EX WATER MAIN
EX SANITARY
SEWER
MANHOLE (TYP.)
4.3%
6.6%
EX SANITARY SEWER
MANHOLE (TYP.)
TRACT G
2,907 SF
0.480 AC
TRACT D
6382 SF
0.15 AC.
TRACTJ
4121 SF 0.09 AC.
TRACT B
24,354 SF
0.559 AC
PET WASTE STATION
& TRASH RECEPTACLE
PET WASTE STATION
TRASH RECEPTACLE
8' U.E.
8' U.E.
WATER ESMT.
WATER ESMT.
WATER ESMT.
TRACT F
2,433 SF
0.469 AC
8' U.E.
10' U.E.
8' U.E.
WATER
ESMT. (TYP.)
WATER
ESMT. (TYP.)
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
GRADING & UTILITY PLAN
SITE PLAN NO. 7
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
N
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
M
PROPOSED INLET
PROPOSED FIRE HYDRANT
PROPOSED SANITARY MANHOLE
PROPOSED WATER
PROPOSED STORM
PROPOSED SANITARY
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
CSP NO. 1 BOUNDARY
SANITARY SERVICE
WATER SERVICE LINE & METER
EASEMENT
MAINTENANCE ACCESS PATH
NOTES:
1. STORM SEWER IS PUBLIC UNLESS NOTED OTHERWISE.
2. ALL WATERLINE IS 8" UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER IS 8" UNLESS NOTED OTHERWISE.
4. SEE SHEET 3 FOR TYPICAL SECTIONS.
5. UNLINED TEMPORARY SWALE WITH SLOPES LESS THAN
2% ARE PERMITTED FOR UP TO 36 MONTHS OR UNTIL
ADJACENT DEVELOPMENT OCCURS. OTHERWISE,
REVISIONS SHALL BE SUBMITTED FOR CONCRETE LOW
FLOW TRICKLE CHANNEL AT A MINIMUM OF 0.5% SLOPE. IN
ADDITION, THE CITY RESERVES THE RIGHT AT ANY POINT
TO REQUIRE THE CONSTRUCTION OF THE TRICKLE
CHANNEL SHOULD THERE BE AN ISSUE WITH REDUCES
CAPACITY, SEDIMENTATION, PONDING, OR OTHER ITEMS
IDENTIFIED BY THE CITY ENGINEER. DUE TO THE
PROXIMITY TO THE AIRPORT, STANDING WATER IS NOT
PERMITTED. THE OWNER SHALL TAKE IMMEDIATE ACTION
IF SUCH ISSUES ARE IDENTIFIED.
4. DETAILED LAYOUT AND DESIGN FOR PROPOSED CURB RAMPS
WITHIN RIGHT OF WAY OR ALONG AN ACCESSIBLE ROUTE WILL
BE COMPLETED WITH THE CIVIL PLANS.
PROPOSED STORM MANHOLE
S W
LEGEND
PROPOSED PUBLIC PEDESTRIAN LIGHT
M
AT
C H
LI
N
E
SE
E
SH
EE
T
MATCHLING SEE SHEET 12
SCALE : 1" = 40'
040 8040
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LOT 1
w w w w w w w w w w w w w w w w w w w w w w w w w w s s s s s s s s s s s s s s s s s s s s s s s s s s s w w s s w
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
E. 28TH AVE.
(LOCAL TYPE 1)
E. 29TH PLACE
(LOCAL TYPE 1)
64' R.O.W.
64'
R.O.W.
8' U.E.
6' G.E.
6' G.E.
6' G.E.
8' U.E.
8' U.E.
6' G.E.
6' G.E.
6' G.E.
6' G.E.
64'
R.O .W
8' U.E.
16.0%
1.
6%
1.8%
2.
8%
1.
2%
2.
0%
3.
1%
6' G.E.
6' G.E.
FILING 9 STORM CULVERT
35.00' C.I.G RIGHT-OF-WAY AGREEMENT
REC NO 2004001069590 & C0790962
50.00' C.I.G. RIGHT-OF-WAY AGREEMENT
BOOK 2853, PAGE 286
50.00' RIGHT-OF-WAY AGREEMENT
BOOK 1541, PAGE 323
78.00' R.O.W.
TEMPORARY PRIVATE
DRAINAGE SWALE
FILING 9 STORM CULVERT
RSN 1654559
1.
7%
EX FIRE HYDRANT
0.8%
1.5%
1.7%
1.9%
1.
0%
DRAINAGE
SWALE
(TYP.)
2.0%
1.5%
BLOCK 4
LOT 1
N. EATO
N PARK STREET
(LO
CAL TYPE 1)
EX CHANNEL
FILING 9
EDN # 222242
3.7%
TEMPORARY PRIVATE
DRAINAGE SWALE
E. W
ARM
SPRING
S AVENUE
THE AURO
RA HIG
HLANDS
SUBDIVISIO
N FILING
NO
. 9
REC. NO
. 2023000042190
(CO
LLECTO
R 3-LANE)
FILING 9 ACCESS
TRAIL
12.00'
MAINTENANCE
ACCESS
80'
R.O .W
EX STORM INLET (TYP.)
EX STORM SEWER (TYP.)
EX WATER MAIN
10.00'
DRAINAGE ESMT.
(TO BE DEDICATED
BY SEPARATE DOCUMENT)
10.00'
DRAINAGE ESMT.
(TO BE DEDICATED
BY SEPARATE DOCUMENT)
EX SANITARY SEWER
MANHOLE (TYP.)
EX DRAINAGE ESMT.
WIDTH VARIES
23.00'
FIRE LANE ESMT.
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
64,066 SF
1.471 AC
TRACT F
2,433 SF
0.469 AC
TRACT E
12,228 SF
0.281 AC
8' U.E.
8' U.E.
WATER ESMT.
SIDEWALK ESMT.
(REC. NO. 2023000042190)
30.00'
ACCESS, WATER
& SANITARY ESMT.
WATER SAMPLING TEST
STATION
SIDEWALK ESMT.
(REC. NO. 2023000042190)
16'
SANITARY ESMT.
(TO BE DEDICATED
BY PLAT)
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
TRACT I
435,084 SF
9.988 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
GRADING & UTILITY PLAN
SITE PLAN NO. 7
PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 25
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
N
N
WARM SPRINGS AVE.
KEY MAP
SCALE: 1" = 1000'
M
AI
N S
TR
EE
T
26TH AVENUE
HIGHLANDS
CREEK
PARKWAY
CITY
BOUNDARY
M
PROPOSED INLET
PROPOSED FIRE HYDRANT
PROPOSED SANITARY MANHOLE
PROPOSED WATER
PROPOSED STORM
PROPOSED SANITARY
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
CSP NO. 1 BOUNDARY
SANITARY SERVICE
WATER SERVICE LINE & METER
EASEMENT
MAINTENANCE ACCESS PATH
NOTES:
1. STORM SEWER IS PUBLIC UNLESS NOTED OTHERWISE.
2. ALL WATERLINE IS 8" UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER IS 8" UNLESS NOTED OTHERWISE.
4. SEE SHEET 3 FOR TYPICAL SECTIONS.
5. UNLINED TEMPORARY SWALE WITH SLOPES LESS THAN
2% ARE PERMITTED FOR UP TO 36 MONTHS OR UNTIL
ADJACENT DEVELOPMENT OCCURS. OTHERWISE,
REVISIONS SHALL BE SUBMITTED FOR CONCRETE LOW
FLOW TRICKLE CHANNEL AT A MINIMUM OF 0.5% SLOPE. IN
ADDITION, THE CITY RESERVES THE RIGHT AT ANY POINT
TO REQUIRE THE CONSTRUCTION OF THE TRICKLE
CHANNEL SHOULD THERE BE AN ISSUE WITH REDUCES
CAPACITY, SEDIMENTATION, PONDING, OR OTHER ITEMS
IDENTIFIED BY THE CITY ENGINEER. DUE TO THE
PROXIMITY TO THE AIRPORT, STANDING WATER IS NOT
PERMITTED. THE OWNER SHALL TAKE IMMEDIATE ACTION
IF SUCH ISSUES ARE IDENTIFIED.
4. DETAILED LAYOUT AND DESIGN FOR PROPOSED CURB RAMPS
WITHIN RIGHT OF WAY OR ALONG AN ACCESSIBLE ROUTE WILL
BE COMPLETED WITH THE CIVIL PLANS.
PROPOSED STORM MANHOLE
S W
LEGEND
PROPOSED PUBLIC PEDESTRIAN LIGHT
MATCHLINE SEE SHEET 11
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
SCALE : 1" = 40'
040 8040
1 10
11 12 13 14 15 16 17 189
19 24 25 26 27 2823
29 35
LOT 1
s s s s s s s s w s w s w s w s w s w s w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w s s s s w w s s ws s s s s s s s s ws w s w w w w s ww ww ww ww s ws w sw s w w ww s s s s ww w s s s s s ww ww ww w w s s w w w w ww
AL
LE
Y
N . D
U Q
U
ES
N E
W
AY
N
. EATO
N
PAR
K STR
EET
E. 30TH PL.
EATO
N PARK STREET
E. 28TH AVE.
E. 29TH PL
MAIL KIOSKS
(2)16 BOX
(1) 8 BOX
MAIL KIOSKS
(1)16 BOX
(1)13 BOX
(1) 12 BOX
MAIL KIOSK
(1) 12 BOX
AL
LE
Y
ALLEY
HIGHLANDS CREEK PARKWAY
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
435,084 SF
9.988 AC
WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE) E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
TRACT I
435,084 SF
9.988 AC
THE AURORA HIGHLANDS
FILING NO. 15
RECEPTION NO. 2022000086951
PLANNING
AREA 59
FUTURE
DEVELOPMENT
PLANNING
AREA 65.1
TRACT D
THE AURORA HIGHLANDS
SUBDIVISION
FILING NO. 9
CASE #2020-6029-00
TRACT B
THE AURORA HIGHLANDS SUBDIVISION
FILING NO. 9
CASE #2020-6029-00
TRACT C
26,057 SF
0.598 AC
6,387 SF
0.147 AC.
4,113 SF
0.094 AC.
FILING 9 MASONRY
WALL AND COLUMNS
PRELIMINARY
PLAT # 9
MASONRY
WALL AND
COLUMNS
LANDSCAPE PROVIDED IN
THE AURORA HIGHLANDS
SITE PLAN FILING NO. 9
REFER TO PRELIMINARY PLAT
FILING NO. 9 CASE #2020-6029-00
FOR STREET TREE REQUIREMENT
REFER TO PRELIMINARY PLAT
FILING NO. 9 CASE #2020-6029-00
FOR BUFFER LANDSCAPE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
AL
LE
Y
E. W
ARM
SPRING
S AVENUE
THE AURO
RA HIG
HLANDS
SUBDIVISIO
N FILING
NO
. 9
REC.
NO
. 2023000042190
(CO
LLECTO
R 3-LANE)
WARM SPRINGS AVENUE
FILING 9
CASE #2020-6029-00
WARM SPRINGS AVENUE
FILING 9
CASE #2020-6029-00
W
ARM
SPRING
S AVENUE
FILING
CASE #2020-6029-00 PREPARED BY:
NOT FOR CONSTRUCTION
R
707 17th Street, Suite 3150 Denver, Colorado 80202
P 303.572.0200 www.matrixdesigngroup.com
SHEET: OF 24
THE AURORA HIGHLANDS -
TITLE:
DATE: March 21, 2023
NORTH
EXISTING TREE PLAN
EXISTING TREE PLAN
SITE PLAN NO. 7
U.S. SURVEY FEET
40 80 160
EXISTING TREE SUMMARY
NOTE: THERE ARE (0) EXISTING TREES WITHIN THIS CSP.
LEGEND
TREE PROTECTION PLAN SUMMARY
EXISTING TREES TO REMAIN
EXISTING TREES TO BE REMOVED
CALIPER INCHES
REMOVED
CALIPER INCHES
RELOCATED
CALIPER INCHES REPLACED
FOR MITIGATION
0" 0" 0"
1" = 80'-0"
11 12 13 14 15 16 17 189
19 24 25 26 27 2823
29 35
LOT 1
AL
LE
Y
N . D
U Q
U
ES
N E
W
AY
N
. EATO
N
PAR
K STR
EET
E. 30TH PL.
EATO
N PARK STREET
E. 28TH AVE.
E. 29TH PL
MAIL KIOSKS
(2)16 BOX
(1) 8 BOX
MAIL KIOSKS
(1)16 BOX
(1)13 BOX
(1) 12 BOX
MAIL KIOSK
(1) 12 BOX
AL
LE
Y
ALLEY
HIGHLANDS CREEK PARKWAY
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
435,084 SF
9.988 AC
WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE) E. WARM SPRINGS AVENUE
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
REC. NO. 2023000042190
(COLLECTOR 3-LANE)
TRACT E
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 1
REC. NO. 2019000089309
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 7
TRACT H
720,646 SF
16.544 AC
THE AURORA HIGHLANDS
SUBDIVISION FILING NO. 9
TRACT I
435,084 SF
9.988 AC
THE AURORA HIGHLANDS
FILING NO. 15
RECEPTION NO. 2022000086951
PLANNING
AREA 59
FUTURE
DEVELOPMENT
PLANNING
AREA 65.1
TRACT D
THE AURORA HIGHLANDS
SUBDIVISION
FILING NO. 9
CASE #2020-6029-00
TRACT B
THE AURORA…
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