HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - SUBMITTAL DOCUMENTS - ROUND 6 - SITE PLANSHEET INDEX
SHEET 1 COVER SHEET
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM
DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL
EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS
MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE
PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM
ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH
SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE
BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING
VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING
PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF
THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF
CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY
SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A
SPECIFIC VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE
AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT
ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE
PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE
NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC
CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY
OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL
ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN
ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL
ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET
SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE
COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED
HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,
SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES
(IF LOCATED IN BACK YARDS), ODORCONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING
THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
15.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,
SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S
EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL
PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,
APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE
PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION
THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE
CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY
AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE
PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS
SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND
POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY
MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE
OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
18.THE CITY IS RESPONSIBLE FOR THE LONG-TERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE
DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL
MOWING 2-3' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL. THE
UNDERLYING PROPERTY OWNER IS RESPONSIBLE FOR ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE
EASEMENT. LANDSCAPING SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES. SPRAY
IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID SPRAY ON THE TRAIL.
CITY OF FORT COLLINS STANDARD SITE PLAN NOTES:
NOT TO SCALE
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STORYBOOK
MAPLE HILL
RICHARD'S LAKE
WATERGLEN
TRAILHEAD
WATERFIELD
PLANNING CERTIFICATE
______________________________________________
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT
COLLINS, COLORADO ON THIS _____ DAY OF__________________, 20_____,
Director Signature
OWNER'S CERTIFICATE
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY
DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS
SET FORTH ON SAID SITE PLAN.
______________________________________________
Owner (Signed)
______________________________________________
Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,
BY________________________________________________
(print name)
AS ________________________________________________
MY COMMISSION EXPIRES: ________________________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
______________________________________________
Notary Public
______________________________________________
Address
MONTAVA SUBDIVISION PHASE G
NOT TO SCALE
VICINITY MAP
SHEET S1 - S16 SITE PLAN SHEETS
SHEET L0 - L11, L15 - L18 LANDSCAPE PLAN SHEETS
PHASE G
PROJECT
BOUNDARY
SHEET M1 TREE MITIGATION SHEETS
PHASE G
PROJECT
BOUNDARY
LAND USE DATA (PHASE G)
RESIDENTIALPROPOSED LAND USE
T4: 3 STORIES, T5: 4 STORIES
1,654,850 S.F. (37.99 ACRES)
MAX. BUILDING HEIGHT PERMITTED
EXISTING ZONING
GROSS SITE AREA
LMN WITH PUD OVERLAY
N/A (RESIDENTIAL USES)
0 S.F. COMMERCIALESTIMATED FLOOR AREA
FLOOR AREA RATIO
NET DEVELOPABLE AREA
MAX. BUILDING HEIGHT PROPOSED 3 STORIES
16.45 ACRES
A PARCEL OF LAND SITUATED IN SECTION 32, TOWNSHIP 8 NORTH,
RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
SHEET A1 - A4 ARCHITECTURAL SHEETS
NET DENSITY 11.42 DU / ACRES (EXCLUDING FUTURE MULTI-FAMILY UNITS)
1.PHASE G IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN AND MONTAVA PUD OVERLAY, ODP 180002
APPROVED PURSUANT TO ORDINANCE NO. 014, 2020, RECORDED JUNE 4, 2020 AT RECEPTION #20200039330 IN
THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO.
2.PHASE G MAY BECOME SUBJECT TO THE CONSOLIDATED SERVICE PLAN FOR MONTAVA METROPOLITAN
DISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083.
3.PHASE G IS SUBJECT TO THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVA
PLANNED UNIT DEVELOPMENT MASTER PLAN APPROVED BY RESOLUTION 2020-007 AND RECORDED DECEMBER
14, 2020 AT RECEPTION NO. 20200105298 AND RE-RECORDED APRIL 7, 2022 AT RECEPTION NO. 20220022462 IN
THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO.
4.NO NEIGHBORHOOD PERIMETER FENCING IS PLANNED IN PHASE G. HEIGHT AND LOCATION OF PRIVATE LOT
FENCING IS RESTRICTED BASED ON THE MONTAVA PUD USES, DENSITIES AND DEVELOPMENT STANDARDS.
FENCING LOCATIONS AND STYLES WILL BE SUBJECT TO REVIEW BY THE MONTAVA DESIGN REVIEW COMMITTEE.
5.REFER TO MONTAVA USES, DENSITIES, AND DEVELOPMENT STANDARDS SECTION 5.5 FOR SETBACK
DIMENSIONS AND SHEETS A1-4 FOR ARCHITECTURAL ELEVATIONS AND LOT TYPICALS PLANS
6.MINIMUM SETBACKS ARE INCLUSIVE OF EASEMENTS
7.MAXIMUM DRIVEWAY WIDTH IS 12' UNLESS THE DRIVEWAY IS PROVIDING ACCESS TO MORE THAN 4 UNITS.
ACCESS BETWEEN A GARAGE AND ALLEY LESS THAN 20' IN LENGTH ARE NOT CONSIDERED DRIVEWAYS AND
MAY BE WIDER THAN 12' WHERE NEEDED TO ACCOMMODATE VEHICLE TURNING MOVEMENTS
8.ADU'S ARE PERMITTED IN THIS PHASE SUBJECT TO SECTION 5.11 OF MONTAVA USES, DENSITIES AND
DEVELOPMENT STANDARDS (MUDDS) AND WILL REQUIRE ADDITIONAL REVIEW AS APPLICABLE. ADU'S ALSO
REQUIRE ADDITIONAL PARKING CALCULATIONS.
9.DENSITY SUMMARY SHOWN BELOW, SEE SHEETS S1-S4 FOR MORE INFORMATION.
10.ARTERIAL ROAD MEDIANS AND ROUNDABOUT WILL BE INITIALLY BY THE METRO DISTRICT. SEE ROADWAY AND
INFRASTRUCTURE PLANS FOR DESIGN PLANS FOR THESE LANDSCAPE PLANS.
11.THE CITY MUST APPROVE A MINOR AMENDMENT FOR BUILDING ELEVATIONS FOR ALL TWO-FAMILY AND
SINGLE-FAMILY ATTACHED DWELLING UNITS PRIOR TO ISSUING BUILDING PERMITS FOR EACH SUCH BUILDING
TYPE IN MONTAVA SUBDIVISION PHASE G. BUILDING PERMIT APPLICATIONS FOR SUCH BUILDING TYPES SHALL
BE REVIEWED FOR COMPLIANCE WITH THE APPROVED ARCHITECTURAL ELEVATIONS.
NOTES:
188NO. OF DWELLING UNITS
OWNER'S CERTIFICATE
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY
DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS
SET FORTH ON SAID SITE PLAN.
______________________________________________
Owner (Signed)
______________________________________________
Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,
BY________________________________________________
(print name)
AS ________________________________________________
MY COMMISSION EXPIRES: ________________________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
______________________________________________
Notary Public
______________________________________________
Address
OWNER'S CERTIFICATE
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY
DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS
SET FORTH ON SAID SITE PLAN.
______________________________________________
Owner (Signed)
______________________________________________
Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,
BY________________________________________________
(print name)
AS ________________________________________________
MY COMMISSION EXPIRES: ________________________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
______________________________________________
Notary Public
______________________________________________
Address
NOTE: DENSITY IS CALCULATED AS ESTABLISHED BY SECTION 3.3.1
OF THE MONTAVA USES, DENSITIES AND DEVELOPMENT STANDARDS
SHEET S20 - S26 SITE DETAIL SHEETS
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10/4/2023
1734THE USES REQUESTED IN PHASE G INCLUDE SINGLE FAMILY DETACHED, SINGLE
FAMILY ATTACHED, TWO-FAMILY DWELLINGS, AND TOWNHOMES (MULTI-FAMILY UP
TO 14 UNITS PER BUILDING). ALL OF THESE LAND USES ARE PERMITTED IN
TRANSECTS T4 AND T5 UNDER BASIC DEVELOPMENT REVIEW.
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MOUNTAIN VISTA DRIVE
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FUTURE CITY PARK
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LEGEND
COTTAGE 37 DU 1200-1800 SF
TOWNHOUSE (2 ST / 22 FT) 30 DU 1450-1650 SF
TOWNHOUSE (3 ST / 16FT) 26 DU 1850-2150 SF
SINGLE FAMILY - SMALL 42 DU 1400-2400 SF
SINGLE FAMILY - MEDIUM 43 DU 2350-2700 SF
TOWNHOUSE (3 ST / 20FT) 10 DU 1400-1850 SF
MULTI-FAMILY (FUTURE DEVELOPMENT)
TOTAL 188 DU
BUILDING TYPE DU COUNT DU SIZE
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W
10/4/2023
1734
0.58 ac.
1.64 ac.1.64 ac.
1.18 ac.
1.01 ac.1.01 ac.
FUTURE
DEVELOPMENT
1.04 ac.
1.22 ac.
FUT
DEVELO
0.73 ac.
0.62 ac.
0.61 ac.
1.88 ac.1.21 ac.
1.04 ac.1.04 ac.
FU
T
U
R
E
DE
V
E
L
O
P
M
E
N
T
D
MOUNTAIN VISTA DRIVE
S
T
O
R
Y
B
O
O
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FUTURE CITY PARK
F
U
T
U
R
E
P
H
A
S
E
E
11.42 du/ac
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
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O
N
\
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:
12
/
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2
0
2
1
Produced by:
Date:
Revision:
S4
Date:
PA
R
K
I
N
G
D
I
A
G
R
A
M
MO
N
T
A
V
A
S
U
B
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AREA 10AREA 9
AREA 3 AREA 2AREA 4 1
AREA 6
AREA 5
A
(FU
DEVEL
MOUNTAIN VISTA DRIVE
S
T
O
R
Y
B
O
O
K
FUTURE CITY PARK
F
U
T
U
R
E
P
H
A
S
E
E
NOTES
Parking calculations assume the highest number of spaces
required by code per the assigned building types, uses and
transect zones. Total parking surplus/deficit does not include
shared parking reductions.
#4E#8#4E#7
#4E#1
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
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Produced by:
Date:
Revision:
S5
Date:
CO
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105.00 105.00 105.00 105.00 105.00 105.00
142.10
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131.08 131.08
116.91 116.91
118.93 118.93
109.21 109.21
LEGEND
KNSR NE C-T- R VHSG O4HL#4; DMS4#MBDR
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LONGWOOD DRIVE
(CONNECTOR LOCAL-ALT 1)
CHESAPEAKE D
R
I
V
E
(RESIDENTIAL L
O
C
A
L
)
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
LON
G
W
O
O
D
D
R
I
V
E
(CO
N
N
E
C
T
O
R
L
O
C
A
L
)
L
O
N
G
W
O
O
D
D
R
I
V
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
LONG
W
O
O
D
D
R
I
V
E
(CONN
E
C
T
O
R
L
O
C
A
L
-
A
L
T
2
)
LONGWO
O
D
D
R
I
V
E
(CONNE
C
T
O
R
L
O
C
A
L
-
A
L
T
2
)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
ALLEY 5
(ALLEY)
ALLEY 1
(ALLEY)
ALLEY 2
(ALLEY)
ALLEY 3
(ALLEY)
ALLEY 6
(ALLEY)
ALLEY 12
(ALLEY)
ALLEY 14
(ALLEY)
AL
L
E
Y
1
1
(A
L
L
E
Y
)
AL
L
E
Y
1
3
(A
L
L
E
Y
)
ALLEY 7
(ALLEY)
ALLEY 8
(ALLEY)
AL
L
E
Y
9
(A
L
L
E
Y
-
A
L
T
1
)
AL
L
E
Y
1
0
(A
L
L
E
Y
-
A
L
T
1
)
ALLEY 4
(ALLEY)
ALLE
Y
1
5
(ALL
E
Y
)
ALL
E
Y
1
6
(AL
L
E
Y
-
A
L
T
1
)
AL
L
E
Y
1
7
(A
L
L
E
Y
-
A
L
T
1
)
ALLEY 18
(ALLEY)
AL
L
E
Y
1
9
(A
L
L
E
Y
-
A
L
T
2
)
ALLEY 20
(ALLEY)
AL
L
E
Y
1
9
(A
L
L
E
Y
-
A
L
T
2
)
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
CHESAPEAKE DRIVE
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
0N O R T H 120'30'60'
S C A L E : 1''= 6 0'
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
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\
D
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\
1
7
3
4
-
S
I
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E
_
P
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A
S
E
G
2
.
D
W
G
Pl
o
t
D
a
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e
:
10
/
4
/
2
0
2
3
1
0
:
1
0
A
M
P
l
o
t
t
e
d
B
y
:
An
d
y
P
a
t
t
o
n
Da
t
e
C
r
e
a
t
e
d
:
12
/
1
0
/
2
0
2
1
Produced by:
Date:
Revision:
S6
Date:
CI
V
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A
G
R
A
M
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
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BA
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POC
K
E
T
P
A
R
K
B
POCKET PARK C
COMPACT GREEN
G
R
E
E
N
W
A
Y
A
GREEN
PASSAGE B
PA
S
S
A
G
E
A
POCKET PARK A
GREENWAY B
T5
T5
T5
T5
T5
T
5
T4
T4
T4
T4
T4
T4
SQUARE
PA
S
S
A
G
E
A
PASSAGE B PASSAGE B
GREENWAY B
GREENWAY B
VAULT
VA
U
L
T
VA
U
L
T
PA
DE
E
P
W
O
O
D
S
L
A
N
E
PA
PA
PA
PA
PAPA
PA
PA
7'
-
6
"
20
'
7'
-
6
"
7'
-
6
"
20
'
7'
-
6
"
7'
-
6
"
5'
7'
5'
6'-6"
51'
51
'
60'
60'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
99
'
-
6
"
60
'
30' SANITARY SEWER AGREEMENT
REC. #98086673
PA PA
PA PA
PAPA
GREENWAY
BIKE PATH
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
1211
BLOCK 10
10 9 8 71314
3
BLOCK 1612 4
7
BLOCK 16
5896
TRACT E
TRACT K
ALLEY 5
(ALLEY)
ALLEY 1
(ALLEY)
12
10
30' SANITARY SEWER AGREEMENT
REC. #98086673
20' DRAINAGE EASEMENT
REC. #20140021324
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
MOUNTAIN VISTA DRIVE
(27.5' R.O.W. (NORTH), REC. #20050060128
& 30' R.O.W. (SOUTH), BOOK R, PAGE 152)
STORYBOOK THIRD FILING
REC.#20140020092
UNPLATTED
NW 1/4 S5, T7N, R68W
SOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(BASIS OF BEARINGS - N89°57'04"W 2604.78')
SW COR. SEC. 32,
T8N, R68W, 6TH P.M.
FOUND #6 REBAR
W/ 3" ALUM. CAP
IN MONUMENT BOX
LS #20123
FND. #4 REBAR
W/ CAP
LS #7839
35' ELCO
WATER
ESMT.
35'
ELCO
WATER
ESMT.
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
30' SANITARY SEWER
EASEMENT
15' UTILITY EASEMENT 15' UTILITY EASEMENT
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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1734
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S8
S9
S10 S11
S12
S13 S14
S15
S16
S7
VAULT VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
PA
PA
PA
PA
PA
PAPA
PA
20
'
7'
-
6
"
7'
-
6
"
20
'
7'
-
6
"
5'
7'
5'
6'-6"
5'6'-6"
60'
60'
51
'
51'51'
PA PA
PA PA
PA
PAPA
88
'
GREENWAY
BIKE PATH
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
SUMMERSIDE DRIVE
(RESIDENTIAL LOCAL)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
9
BLOCK 4
51211876
9
BLOCK 9
8 7 6 51112
TRACT D
ALLEY 2
(ALLEY)
ALLEY 3
(ALLEY)
10
10
30' SANITARY SEWER AGREEMENT
REC. #98086673 MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
UNPLATTED
NW 1/4 S5, T7N, R68W
SOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(BASIS OF BEARINGS - N89°57'04"W 2604.78')
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
30' SANITARY SEWER
EASEMENT
15' UTILITY EASEMENT
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
DE
E
P
W
O
O
D
S
L
A
N
E
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
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:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
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1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7
S9
S10 S11
S12
S13 S14
S15
S16
S8
VA
U
L
T
VA
U
L
T
N
T
I
M
B
E
R
L
I
N
E
R
O
A
D
PAPA
PA
PA
PA
5'6'-6"
51'
51'
PA
PA
BOARDWALK
13
4
'
-
7
"
GREENWAY
BIKE PATH
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
LOT 1
BLOCK 3
TRACT C
50' SANITARY SEWER AGREEMENT
REC. #98086673
20' UTILITY EASEMENT
BK 1889, PG 512
TO E. LARIMER CO.
WATER DISTRICT
30' SANITARY SEWER AGREEMENT
REC. #98086673
75' DIVIDE CANAL AND RESERVOIR
COMPANY CORPORATION
BK 187, PG 163
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152)
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
MOUNTAIN VISTA DRIVE
(60' R.O.W.)
(BOOK R, PAGE 152 &
BOOK 2289, PAGE 1283)
EA
S
T
E
R
L
Y
L
I
N
E
S
W
1
/
4
,
S
E
C
.
3
2
,
T
8
N
,
R
6
8
W
,
6
T
H
P
.
M
.
(N
0
0
°
3
3
'
3
2
"
W
2
6
4
8
.
6
4
'
)
UNPLATTED
NW 1/4 S5, T7N, R68W
UNPLATTED
NE 1/4 S5, T7N, R68W
SOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(BASIS OF BEARINGS - N89°57'04"W 2604.78')
S COR. SEC. 32,
T8N, R68W, 6TH P.M.
FOUND 3" ALUM. CAP
IN MONUMENT BOX
LS #20123
UTILITY
EASEMENT
(WIDTH
VARIES)
15' UTILIT
Y
EASEMEN
T
9' UTILITY EASEMENT
9' UTILITY
EASEMENT
PA
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
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Revision:
S9
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SI
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10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S10 S11
S12
S13 S14
S15
S16
S9
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
DE
E
P
W
O
O
D
S
L
A
N
E
DE
E
P
W
O
O
D
S
L
A
N
E
PA
PA
PA
PA
PA
PA
PAPA
PA PA
PA
PA
PA
7'
-
6
"
20
'
7'
-
6
"
7'
-
6
"
20
'
7'
-
6
"
7'
-
6
"
9'
20
'
7'
-
6
"
6'12'6'
5'
20'
5'
5'
7'
5'7'
5'7'
5'7'
5'7'
5'7'
5'
6'-6"
5'
6'-6"
5'
6'-6"
5'
6'-6"
5'7'
5'
18
'
5'
7'
26
'
5'
51'60'
60
'
60
'
51'
60'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
SEATING PLAZA WITH
TYPE 1 BENCHES
SEATING PLAZA WITH
TYPE 1 BENCHES
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
PA PA
PA
PA
PA
PA
PA
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
3
BLOCK 10
1 2 4 5 6
7
BLOCK 11
9 8 6 5 4
11
BLOCK 10
10 9 8 71314
11
BLOCK 11
2
BLOCK 11
10
12 1
3
5
BLOCK 12
7
6
9
BLOCK 12
8
6
BLOCK 14
578
3
BLOCK 1512 4
3
BLOCK 1612 4
6
BLOCK 15
578
TRACT I
TRACT J
TRACT K
TRACT K
TRACT L
ALLEY 5
(ALLEY)
ALLEY 1
(ALLEY)
ALLEY 6
(ALLEY)
ALLEY 12
(ALLEY)
AL
L
E
Y
1
1
(A
L
L
E
Y
)
ALLEY 7
(ALLEY)
AL
L
E
Y
9
(A
L
L
E
Y
-
A
L
T
1
)
12
20' DRAINAGE EASEMENT
REC. #20140021324
20' DRAINAGE EASEMENT
REC. #20140021324
20' DRAINAGE EASEMENT
REC. #20140021324
CHESAPEAKE DRIVE
(53' R.O.W.)
(REC. #20140020092)
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
STORYBOOK THIRD FILING
REC.#20140020092
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL. ESMT.UTIL. ESMT.
35' ELCO
WATER
ESMT.
35'
ELCO
WATER
ESMT.
30' ELCO
WATER
ESMT.
36'
ELCO
WATER
ESMT.
35'
ELCO
WATER
ESMT.
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
BOARDWALK, TYP.
SEE DETAILS
PA
VAULT
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAUL
T
VAUL
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAU
L
T
VAUL
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAU
L
T
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAUL
T
VAULT
VAUL
T
VAUL
T
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
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T
O
N
\
O
N
E
D
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I
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B
H
A
D
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S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
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O
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T
S
\
M
O
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A
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A
P
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A
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P
D
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A
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A
C
A
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Date:
Revision:
S10
Date:
SI
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U
B
D
I
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O
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A
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HF
2
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|
C
O
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A
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A
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BA
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W
10/4/2023
1734
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S11
S12
S13 S14 S15
S16
S10
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
PA
PA
PA
PA
PA
PA
PAPA
7'
-
6
"
20
'
7'
-
6
"
7'
-
6
"
20
'
7'
-
6
"
8'
-
1
0
1 2"
20
'
7'
-
6
"
7'
-
6
"
20
'
7'
-
6
"
2'-6"
20'2'-6"
6'12'6'
5'7'
5'7'
5'7'
5'7'
5'7'
5'
6'-6"
5'
6'-6"
5'
6'-6"
5'
6'-6"
2'
-
6
"
20
'
2'
-
6
"
5'
18
'
5'
60
'
51'
51'
51'
60'
60
'
60'
MAIL KIOSK
SEATING PLAZA WITH
TYPE 1 BENCH
SEATING PLAZA WITH
TYPE 1 BENCHES
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
PA PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
CHESAPEAKE DRIVE
(RESIDENTIAL LOCAL)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
3
BLOCK 4
1 2 43
BLOCK 9
1 2 46
7
9
BLOCK 8
8
6 5
BLOCK 8
44
11
BLOCK 5
10 9 8121314
3
BLOCK 7
BLOCK 7
45
6
2
BLOCK 8
10 1
3
TRACT F
TRACT H
ALLEY 2
(ALLEY)
ALLEY 3
(ALLEY)
ALLEY 14
(ALLEY)
AL
L
E
Y
1
3
(A
L
L
E
Y
)
ALLEY 4
(ALLEY)
22
TRACT BB
UTIL.
ESMT.
UTIL.
ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL.
ESMT.
UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.
35' ELCO
WATER ESMT.
35' ELCO
WATER ESMT.
30' ELCO
WATER ESMT.
35' ELCO
WATER
ESMT.
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
100 YEAR HIGH
WATER LEVEL
BALANCE AND COMPOSITE
PLAY STRUCTURES OR SIMILAR
PLAY LOG TYP., RE: DETAILS
STUMP STEPPERS TYP.,
RE: DETAILS
BOULDER STEPS
SCULPTURAL PLAY
STRUCTURE
BOULDER STEPPERS 10 YEAR HIGH
WATER LEVEL
2 YEAR HIGH
WATER LEVELCRUSHER FINES PATH, RE:
LANDSCAPE PLANS
TIERED
BOULDER
SEATING
BOARDWALK, TYP.
SEE DETAILS
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
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T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
R
\
D
W
G
\
1
7
3
4
-
S
I
T
E
_
P
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A
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2
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D
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G
Pl
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10
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2
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9
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5
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Date:
Revision:
S11
Date:
SI
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A
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A
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U
B
D
I
V
I
S
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O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
BA
S
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C
D
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V
E
L
O
P
M
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N
T
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V
I
E
W
10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S10
S12
S13 S14
S15
S16
S11
VA
U
L
T
VAULT
VAULT
VA
U
L
T
VA
U
L
T
VAULT
VAULT
VAULT
VA
U
L
T
PA
PA
PA
PAPA
PA
PA
PA
PA
6'
2'
-
6
"
20
'
2'
-
6
"
51'
60'
60
'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
PA
PA
PA
PA
CHESAPEAKE D
R
I
V
E
(RESIDENTIAL L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
3
BLOCK 2
10
BLOCK 2
18
BLOCK 2
2
1
4
5
6
7
8
9
11
12
13
14
1617
19
20
6 7
9 8
TRACT CC
ALLEY 20
(ALLEY)
AL
L
E
Y
1
9
(A
L
L
E
Y
-
A
L
T
2
)
15
2122
15
16
50' SANITARY SEWER AGREEMENT
REC. #98086673
20' UTILITY EASEMENT
BK 1889, PG 512
TO E. LARIMER CO.
WATER DISTRICT
75' DIVIDE CANAL AND RESERVOIR
COMPANY CORPORATION
BK 187, PG 163
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
EA
S
T
E
R
L
Y
L
I
N
E
S
W
1
/
4
,
S
E
C
.
3
2
,
T
8
N
,
R
6
8
W
,
6
T
H
P
.
M
.
(N
0
0
°
3
3
'
3
2
"
W
2
6
4
8
.
6
4
'
)
35' ELCO
WATER
ESMT.
35' ELCO
WATER
ESMT.
33'
ELCO
WATER
ESMT.
33' ELCO
WATER ESMT.
33' ELCO
WATER ESMT.
TRAIL EASEMENT
(WIDTH VARIES)
TRAIL EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT SIGHT
DISTANCE
EASEMENT
LANDSCAPE/SEAT BOULDERS
COMPOSITE STRUCTURE
OR SIMILAR
9' UTILITY EASEMENT
LOT 1
BLOCK 3
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
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-
B
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A
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S
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N
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D
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C
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N
T
S
\
P
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A
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P
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D
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A
W
I
N
G
S
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A
C
A
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B
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7
3
4
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2
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D
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G
Pl
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10
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2
0
2
3
9
:
5
2
A
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B
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An
d
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P
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o
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Da
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a
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d
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12
/
1
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2
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Produced by:
Date:
Revision:
S12
Date:
SI
T
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P
L
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MO
N
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A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
BA
S
I
C
D
E
V
E
L
O
P
M
E
N
T
R
E
V
I
E
W
10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S10 S11
S13 S14
S15
S16
S12
V
A
U
L
T
VA
U
L
T
VAU
L
T
VA
U
L
T
VA
U
L
T
V
A
U
L
T
DE
E
P
W
O
O
D
S
L
A
N
E
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
5'
20
'
5'
6'12'6'
5'7'
5'
7'
7'
6'-
6
"
5'
6'-6
"
5'
5'
7'
PA
PA
51'
60
'
51'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
5'7'5'7'
60'
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
L
O
N
G
W
O
O
D
D
R
I
V
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
LONG
W
O
O
D
D
R
I
V
E
(CONN
E
C
T
O
R
L
O
C
A
L
-
A
L
T
2
)
GO
L
L
I
N
G
S
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
5
BLOCK 12
6
4
2
BLOCK 12
9
BLOCK 12
1
3
10
11
2
8
BLOCK 13
1
3
7
910
3
BLOCK 1412 4
TRACT L
TRACT L
ALLEY 7
(ALLEY)
ALLEY 8
(ALLEY)
AL
L
E
Y
9
(A
L
L
E
Y
-
A
L
T
1
)
TRACT M
4
BLOCK 13
5
6
11
BLOCK 13
20' DRAINAGE EASEMENT
REC. #20140021324
20' DRAINAGE EASEMENT
REC. #20140021324
ACCESS EASEMENT
(WIDTH VARIES)
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL.
ESMT.
UTIL. ESMT.
UTIL. ESMT.
STORYBOOK THIRD FILING
REC. #20140020092
FND. #4 REBAR
W/ CAP
LS #7839
UTIL. ESMT.
UTIL. ESMT.
10'
UTIL
ESMT.
36'
ELCO
WATER
ESMT.
35' ELCO
WATER
ESMT.
DRAINAGE & UTILITY EASEMENT
(WIDTH VARIES)
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
BENCH TYPE 2
TRACT EE
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
20' LANDSCAPE EASEMENT
TO STORYBOOK 3RD H.O.A.
REC. #20140021324
30' ELCO WATER
EASEMENT
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
R
\
D
W
G
\
1
7
3
4
-
S
I
T
E
_
P
H
A
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9
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5
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A
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12
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Produced by:
Date:
Revision:
S13
Date:
SI
T
E
P
L
A
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
BA
S
I
C
D
E
V
E
L
O
P
M
E
N
T
R
E
V
I
E
W
10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S10 S11
S12
S14
S15
S16
S13
V
A
U
L
T
VA
U
L
T
VAU
L
T
VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
7'
-
6
"
20
'
7'
-
6
"
6'12'6'
5
'
7
'
5'
7'
6'
2'
-
6
"
20
'
2'
-
6
"
PA
PA
PA
PA
51'
60'
60'
6
0
'
51'
60
'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN
- FINAL
CONFIGURATION
TO BE
APPROVED BY
SIGN PERMIT
5'6'-6"
5'6'-6"
5'7'7'5'
5'7'5'7'
60'
BE
L
L
F
I
E
L
D
A
V
E
N
U
E
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
LON
G
W
O
O
D
D
R
I
V
E
(CO
N
N
E
C
T
O
R
L
O
C
A
L
)
LONGWO
O
D
D
R
I
V
E
(CONNE
C
T
O
R
L
O
C
A
L
-
A
L
T
2
)
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
(R
E
S
I
D
E
N
T
I
A
L
L
O
C
A
L
)
1
20
BLOCK 1
1
4
BLOCK 5
1 2 3 5 6 7
3
BLOCK 6
8
BLOCK 6
10
1
2
4
5
6
7
BLOCK 6
9
11
BLOCK 6
12
13
3
BLOCK 7
7
BLOCK 7
10
BLOCK 7
1
2
6
8
9
11
TRACT G
AL
L
E
Y
1
0
(A
L
L
E
Y
-
A
L
T
1
)
ALLEY 4
(ALLEY)
ALLE
Y
1
5
(ALL
E
Y
)
ALL
E
Y
1
6
(AL
L
E
Y
-
A
L
T
1
)
AL
L
E
Y
1
7
(A
L
L
E
Y
-
A
L
T
1
)
ALLEY 18
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
UTIL. ESMT.
35' ELCO
WATER
ESMT.
30' ELCO
WATER ESMT.
30' ELCO
WATER ESMT.
DRAINAGE & UTILITY EASEMENT
(WIDTH VARIES)
SIGHT
DISTANCE
EASEMENT
SIGHT
SIGHT
DISTANCE
EASEMENT
SIGHT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
BENCH TYPE 2
BENCH TYPE 2
BENCH TYPE 2
LANDSCAPE/SEAT BOULDERS
SWING SET PLAY
STRUCTURE OR SIMILAR
PLAY FOOTING INSTALLATION
COORDINATED WITH INLET
SWING AND COMPOSITE PLAY
STRUCTURES OR SIMILAR
COMPOSITE STRUCTURE
OR SIMILAR
TRACT EE
TRACT EE
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
R
\
D
W
G
\
1
7
3
4
-
S
I
T
E
_
P
H
A
S
E
G
2
.
D
W
G
Pl
o
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a
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:
10
/
4
/
2
0
2
3
9
:
5
4
A
M
P
l
o
t
t
e
d
B
y
:
An
d
y
P
a
t
t
o
n
Da
t
e
C
r
e
a
t
e
d
:
12
/
1
0
/
2
0
2
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Produced by:
Date:
Revision:
S14
Date:
SI
T
E
P
L
A
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
BA
S
I
C
D
E
V
E
L
O
P
M
E
N
T
R
E
V
I
E
W
10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S10 S11
S12
S13
S15
S16
S14
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VAULT
VAULT
VA
U
L
T
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
6'
PA
PA
PA
PA
60'
60'
60
'
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN - FINAL
CONFIGURATION TO BE
APPROVED BY SIGN PERMIT
ADDRESS SIGN
- FINAL
CONFIGURATION
TO BE
APPROVED BY
SIGN PERMIT
5'7'7'5'
4
LONGWOOD DRIVE
(CONNECTOR LOCAL-ALT 1)
WA
D
E
S
T
R
E
E
T
(C
O
N
N
E
C
T
O
R
L
O
C
A
L
)
2
BLOCK 1
1
5
6
7
8
9
11
12
13
14
1718
20
10
BLOCK 1
19
BLOCK 1
5
6 TRACT A
TRACT CC
ALLEY 18
(ALLEY)
AL
L
E
Y
1
9
(A
L
L
E
Y
-
A
L
T
2
)
3
15
16
50' SANITARY SEWER AGREEMENT
REC. #98086673
20' UTILITY EASEMENT
BK 1889, PG 512
TO E. LARIMER CO.
WATER DISTRICT
75' DIVIDE CANAL AND RESERVOIR
COMPANY CORPORATION
BK 187, PG 163
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
(R
.
O
.
W
.
W
I
D
T
H
V
A
R
I
E
S
)
UTIL. ESMT.
UTIL. ESMT.
EA
S
T
E
R
L
Y
L
I
N
E
S
W
1
/
4
,
S
E
C
.
3
2
,
T
8
N
,
R
6
8
W
,
6
T
H
P
.
M
.
(N
0
0
°
3
3
'
3
2
"
W
2
6
4
8
.
6
4
'
)
33' ELCO
33' ELCO
WATER ESMT.
35' ELCO
WATER
ESMT.
33' ELCO
WATER ESMT.
TRAIL EASEMENT
(WIDTH VARIES)
TRAIL EASEMENT
(WIDTH VARIES)
TRAIL EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
UTILITY EASEMENT
(WIDTH VARIES)
DRAINAGE &
UTILITY EASEMENT
(WIDTH VARIES)
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
BENCH TYPE 2
LANDSCAPE/SEAT BOULDERS
TRACT EE
9' UTIL ESMT.
PA
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
DE
E
P
W
O
O
D
S
L
A
N
E
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
R
\
D
W
G
\
1
7
3
4
-
S
I
T
E
_
P
H
A
S
E
G
2
.
D
W
G
Pl
o
t
D
a
t
e
:
10
/
4
/
2
0
2
3
9
:
5
6
A
M
P
l
o
t
t
e
d
B
y
:
An
d
y
P
a
t
t
o
n
Da
t
e
C
r
e
a
t
e
d
:
12
/
1
0
/
2
0
2
1
Produced by:
Date:
Revision:
S15
Date:
SI
T
E
P
L
A
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
BA
S
I
C
D
E
V
E
L
O
P
M
E
N
T
R
E
V
I
E
W
10/4/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
SITE BOUNDARY
R.O.W.
LOT LINE
UTILITY EASEMENT
MINIMUM SETBACK
4" THICK STANDARD GRAY CONCRETE
CONCRETE PAVERS
PLAYGROUND SURFACING
PLANTING AREA
BUILDING FRONTAGE
NOTES
1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL
42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.
2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERS
OR SIMILAR.
3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOOD
FIBER OR SIMILAR.
KEY MAP
S7 S8
S9
S10 S11
S12
S13 S14
S16
S15
V
A
U
L
T
VAUL
T
VAUL
T
VAULT
VA
U
L
T
VAULT
V
A
U
L
T
VAULT
VAULT
VAUL
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAULT
VAULT
VAULT
VAU
L
T
VAULT VAULT
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAU
L
T
VAUL
T
VAULT
VAU
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
T
VAU
L
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAUL
T
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAU
L
T
VAULT
VAU
L
T
VAUL
T
UNDERGROUND WATER
QUALITY STRUCTURE,
SEE UTILITY PLANS
100 YEAR HIGH WATER LEVEL
10 YEAR HIGH
WATER LEVEL
2 YEAR HIGH
WATER LEVEL
100 YEAR HIGH
WATER LEVEL
10 YEAR HIGH
WATER LEVEL
2 YEAR HIGH
WATER LEVEL
Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
\
U
S
E
R
S
\
A
N
D
Y
P
A
T
T
O
N
\
O
N
E
D
R
I
V
E
-
B
H
A
D
E
S
I
G
N
\
D
O
C
U
M
E
N
T
S
\
P
R
O
J
E
C
T
S
\
M
O
N
T
A
V
A
P
H
A
S
E
O
N
E
P
D
P
\
D
R
A
W
I
N
G
S
\
A
C
A
D
\
B
D
R
\
D
W
G
\
1
7
3
4
-
S
I
T
E
_
P
H
A
S
E
G
2
.
D
W
G
Pl
o
t
D
a
t
e
:
10
/
4
/
2
0
2
3
9
:
5
7
A
M
P
l
o
t
t
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1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
KEY MAP
S7 S8
S9
S10 S11
S12
S13 S14
S15
S16
LONGWOOD DRIVE
(CONNECTOR LOCAL -ALT 2)
N.
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COUNTRY CLUB ROAD
FUTURE ROAD
CONNECTION
10' W. CONCRETE TRAIL
4"
SLOPE TO DRAIN
SEE CIVIL
CRUSHER FINES
COMPACTED SUBGRADE,
RE: GEOTECH
FINISHED GRADE, SEE GRADING PLAN
CRUSHER FINES SHALL BE FLUSH WITH
ADJACENT FINISH GRADE / TRAIL
8"8"
8"
4"
4"
8"
TY
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.
LA
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TY
P
.
LA
P
5'
8" x 8" TREATED TIMBERS (BROWN)
8"8"
16
"
2'-2"2'-2"
4"
1'
-
1
0
"
1'
-
1
0
"
1'
-
1
0
"
SEE TYP.
SECTIONS
PLANTER SECTION
ELEVATION
4-
6
"
1"
30" long (min.) #5 REBAR,
COUNTERSUNK APPROX.
1", CENTER ON TIMBER
AT 4" FROM END
20
"
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TYPICAL PLAN
PLANTING MIX
# 5 REBAR
LOCATIONS, TYP.
CRUSHER FINES
BRANCHES REMOVED AND SANDED SMOOTH TO NO SHARP EDGES.
REMOVE LOOSE AND OR ROTTED LIMBS
TRUNK CUT AND EDGES
SANDED SMOOTH
PARTIALLY BURY TRUNK AND LIMBS
CONCRETE ANCHOR, 2 PER PLAY LOG, TYP.
2'
1' DIA.
CORE DRILL HOLE FOR CHAIN CONNECTION, PASS CHAIN
THROUGH HOLE AND WRAP AROUND BOTTOM OF TRUNK TO
CONNECT CHAIN TO ITSELF UNDER TRUNK
EMBED 10" OF CHAIN INTO CONCRETE. WELD 4" X #4 REBAR TO
LOWEST LINK TO SECURE CHAIN IN CONCRETE
USE WEATHERING STEEL CHAIN SUITABLE FOR UNDERWATER USE.
1'
M
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.
NOTE:
1.DUCKBILL EARTH ANCHOR AND CABLE CAN BE
USED TO ANCHOR LOG IN LIEU OF CHAIN AND
CONCRETE ANCHORS. (2) LOCATIONS MINIMUM
PER PLAY LOG.
8" MIN DIA.
BRANCHING
18" MIN. DIA.
TRUNK
SAFETY SURFACING
SEE PLANS
SALVAGED LOGS - VARIABLE DIAMETER (MIN. 8" TO 10"). CHAMFER
EXPOSED - TOP EDGE AND SET PLUMB TO EACH OTHER.
DIRECT BURY DEPTH A MIN, OF 12" BELOW FINISH GRADE.
SECURE INDIVIDUAL STEP LOGS TO ADJACENT STEP LOG
UTILIZING 6" MIN. TIMBERLOK EXTERIOR WOOD SCREWS
OV
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VARIABLE RISER HEIGHTS
- 4" MIN. TO 16" MAX.
BUTT STEP LOGS TIGHTLY AGAINST THE
ADJACENT LOG.
FILL GAPS BTWN. LOGS WITH CRUSHER
FINE MATERIAL, TO WITHIN 1" BELOW
TREAD / TOP OF LOG SEE PLAN FOR ADJACENT
SURFACING MATERIAL
RE
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1'
TREAD
DEPTH
3'
A
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S
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OF
T
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,
T
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P
.
LINE OF NOSING
AT TOP RISER
3'
2" DIA. GALVANIZED AND
POWDERCOAT STEEL PIPE
RAILING, SEE NOTES FOR
ADDITIONAL FINISH INFORMATION
CORE DRILL FILL WITH
NON-SHRINKING GROUT, FLUSH
W/ CONCRETE, 6" EMBED. MIN.
CAULK 3/4" DEEP, COLOR TO
MATCH ADJACENT CONCRETE
CORE DRILL AND FILL WITH
NON-SHRINKING GROUT,
FLUSH W/ CONCRETE, 6"
EMBED. MIN. CAULK 3/4"
DEEP, COLOR TO MATCH
ADJACENT CONCRETE
FINISH GRADE, SEE SITE
PLAN FOR SURFACE TYPE
PROVIDE CONCRETE
FOOTING WHERE
CRUSHER FINES
ARE PRESENT.
EMBED POST IN
CONCRETE WHERE
PAVEMENT IS
CALLED FOR
2'
8" DIA.
BOULDER STEP, TYP.
TREAD
DEPTH
SLOPE,
TYP.
5' MAX
POST SPACING
RAIL SLOPE SHALL
MATCH STAIR SLOPE
6" MIN.
OVERLAP 1/3 OF BOULDER
STEP MIN., WHERE APPLICABLE
TREAD DEPTH, SEE SITE
PLAN AND SECTIONS
RISER HEIGHT, SEE SITE
PLAN AND SECTIONS
FLUSH, TYP.
COMPACTED SUBGRADE,
RE: GEOTECH
3" SS DOWEL, EMBED 1-1/2" INTO TOP AND
BOTTOM STONE STEP, SECURE WITH EPOXY,
PROVIDE (2) PER STONE CONNECTION
1'
3'
A
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OF
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.
LINE OF NOSING
AT TOP RISER
3'
2'
8" DIA.
BOULDER STEP, TYP.
SLOPE,
TYP.
EQ.
RAIL SLOPE SHALL
MATCH STAIR SLOPE
FLUSH, TYP.
EQ.
1'
3'
A
B
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OF
T
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A
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T
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P
.
LINE OF NOSING
AT TOP RISER
3'
2'
8" DIA.
BOULDER STEP, TYP.
SLOPE,
TYP.
EQ.
RAIL SLOPE SHALL
MATCH STAIR SLOPE
FLUSH, TYP.
EQ.
VARIES, SEE PLAN
VARIES, SEE PLAN
CRUSHER FINES
CRUSHER FINES
CRUSHER FINES
3'
-
2
"
FINISHED WALL, RE: CIVIL/SITE
PLAN, SECTIONS AND GRADING
PLAN FOR CONDITION
5' MAX.
SEE SECTIONS
RADIUS TOP
CORNERS OF
HANDRAIL AS
SHOWN, TYP.
33
4" TYP.
334"
TY
P
.
1-1/2" SQ. x 3/16" THK. TUBE POSTS, AND
TOP & BOTTOM RAIL, GALVANIZED
1/2" SQ. x 11ga. THK. PICKETS,
GALVANIZED, SPACES BETWEEN PICKETS
SHALL NOT EXCEED 3-7/8"
SURFACE-MOUNT RAILING,
CENTERED ON WALL, SEE POST
MOUNTING PLATE DETAIL
ELEVATION
6"
6"
POST MOUNTING PLATE
1/2" THICK STEEL MOUNTING PLATE,
CENTER POSTS AND WELD PRIOR
TO GALVANIZATION
SLIGHTLY ROUND CORNERS AND
TOP EDGES OF MOUNTING PLATE
FOR SAFETY
(4) ANCHOR HOLES IN MOUNTING
PLATE, DRILL ANCHOR HOLES
PRIOR TO GALVANIZATION
(4) 1/2" DIA. SIMPSON SS TITAN HD
SCREW ANCHORS, EMBED 3-5/8".
PROVIDE 2-1/2" MIN. DISTANCE
FROM ANCHOR CENTERLINE TO
EDGE OF CONCRETE.
1"
TYP.
1"
TY
P
.
HANDRAIL (ABOVE)
SET RAILING POST 4"
FROM EDGE OF WALL
Sheet Number:
Project Number:
Pr
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:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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1734
SCALE:1-1/2"=1'-0"4 CRUSHER FINES
SCALE:1/4"=1'-0"3 NATURAL PLAY LOG
SCALE:3/4"=1'-0"6 RAISED GARDEN PLANTERS
SCALE:1/2"=1'-0"2 STUMP STEPPERS
SCALE:1/2"=1'-0"1 STONE STEPS
SCALE:1/2"=1'-0"5 GUARDRAIL
FINISHED GRADE,
SEE GRADING PLANS
2% MAX.
VARIES: 6" MIN.
SEE SITE PLAN
COMPACTED SUBGRADE
BELOW BOULDERS, TYP.
WETLAND AREAS
SEE LANDSCAPE AND GRADING PLAN
CRUSHER FINES PATH,
SEE SITE PLAN
VA
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NOTES:
1.BOULDERS ARE INTENDED TO BE STEPPED ON. TOP OF BOULDER SHALL BE FREE OF CRACKS, REMOVE SHARP EDGES/CORNERS
2.CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERY
ON SITE. INCLUDE A RULER IN THE PHOTO FOR SCALE. REFER TO GRADING PLAN FOR HEIGHTS OF BOULDERS, FACTORING IN BURYING BOULDER
PER DETAIL BELOW
3.BOULDER LOCATIONS SHALL BE STAKED IN THE FIELD FOR REVIEW. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER
LOCATIONS PRIOR TO PLACEMENT
4.REFER TO SITE PLAN FOR LOCATION OF STEPPING STONES
BU
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6
"
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COLORADO BUFF SANDSTONE BOULDER/SLAB,
TOP OF BOULDER SHALL SLOPE TO DRAIN
2'- 4' VARIES
4"-6" BOULDER SLABS WHERE
SLOPE IS 2% OR LESS
2"
T
Y
P
.
SECTION
SLOPE TO DRAIN
CRUSHER FINES
TYP.
AGGREGATE BASE COURSE;
MIN. 3/8" MINUS; SET IN
MINIMUM OF 6" LIFTS
LYONS RED SANDSTONE
BASE STEP; MIN. 24" DEPTH,
14" HEIGHT; LENGTH VARIES
GEOTEXTILE FABRIC
8"
MI
N
.
1'-6"
LYONS RED SANDSTONE STEPS; MIN.
24" DEPTH; HEIGHT AND LENGTH
VARIES - SEE PLAN
6"
MIN.
6"
MI
N
.
COMPACTED SUBGRADE
6"
MIN.
6"
MI
N
.
8"
-
1
2
"
S
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P
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H
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2'
MIN.
SEE GRADING PLAN FOR PROPOSED
STEP ELEVATIONS; ADJUST AS
NECESSARY PER STONE
SECTION
NATIVE SEED,, RE: LANDSCAPE PLANS
2'-6" MIN.
COMPACTED SUBGRADE PER GEOTECH REPORT
NOTES:
1.CONTRACTOR SHALL SUBMIT
PHOTO OF BOULDER AT QUARRY
FOR OWNER'S REPRESENTATIVE
TO REVIEW AND APPROVE PRIOR
TO DELIVERY ON SITE. INCLUDE A
RULER IN THE PHOTO FOR SCALE.
2.BOULDER LOCATION SHALL BE
STAKED FOR REVIEW. OWNER'S
REPRESENTATIVE SHALL REVIEW
AND APPROVE BOULDER LOCATION
PRIOR TO PLACEMENT.
3.REMOVE SHARP/DANGEROUS
EDGES/CORNERS WITH HAMMER
FOR SAFETY.
9"
3'
M
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4
'
-
8
'
COLORADO BUFF SANDSTONE BOULDER. INSTALL
BOULDER PLUMB.
6"
CONCRETE FOOTING RE: STRUCTURAL
REBAR LAYOUT RE: STUCTURAL
BU
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1
4 O
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SECTION
BOULDER
PLACE MOST ATTRACTIVE FACE
TOWARDS NEAREST PEDESTRIAN AREA
CONCRETE OR LANDSCAPE, REFER
TO PLANS
COMPACTED SUBGRADE (95 SPD)
TOP SHALL BE RELATIVELY FLAT, SLOPE
SLIGHTLY TO DRAIN
6"
512"
7"
3"
3"
3'
-
6
"
24
"
6x6 ROUGH SAWN CEDAR POSTS w/
45 DEG. CHAMFER AT FRONT EDGE
3"2x6 ROUGH SAWN CEDAR RAILS,
TYP. - 2 - 6" LAG BOLTS w/
WASHERS AT EACH POST
6x6 ROUGH SAWN CEDAR POST
CONCRETE POST FOOTER
NEW SIDEWALK
COMPACTED SUBGRADE, RE:
GEO-TECH REPORT
18"w. CONC. MOW BAND
COMPACTED SUBGRADE
FINISH GRADE
3'
-
6
"
12"
2x6 ROUGH SAWN CEDAR RAILS.
FASTEN W/ 2 - 6" LAG BOLTS w/
WASHERS PER EA. END, TYP.
24
"
CONCRETE POST FOOTER
7"
8'
A
A
WIRE MESH, EXTEND MESH FROM
FG TO 1" FROM TOP OF TOP 2x6
CEDAR RAIL
NOTE: STAIN FENCE, COLOR
TBD BY OWNER'S REP
WIRE MESH
Sheet Number:
Project Number:
Pr
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Cl
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:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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1734
SCALE:1/2"=1'-0"1 BOULDER DETENTION CROSSING
SCALE:3/4"=1'-0"2 BOULDER STEPS
SCALE:3/4"=1'-0"3 VERTICAL BOULDER
SCALE:3/4"=1'-0"5 LANDSCAPE AND SEAT BOULDER
SCALE:NTS4TYPE 1 FENCING - COMMUNITY GARDEN
5'
SIDEWALK
GREENWAY - VARIES
5'
SIDEWALK
6"
PLANTINGS PLANTINGS
COBBLE MULCH
RAIN GARDEN
MEDIA, RE: CIVILRAIN GARDEN - VARIES
SECTION A-A
1'
-
6
"
(
R
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SU
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A
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)
SCALE: 1/2"=1'-0"
BOARDWALK ABUTMENT AT SIDEWALK
SECTION B-B
DECKING
4" X 8"
(2) SIMPSON A66 ANGLE BRACKET AT
EACH BEAM LOCATION, CONNECT TO
BEAM USING (3) 3"x0.148" NAILS
(2) 1/4" x 3" TITEN HD
(TYP.) AT EACH
ANGLE BRACKET
CONCRETE WALK WITH
THICKENED EDGE
#4 @16" C/C TIES
12" DIA. FRICTION PIER
#4 @ 16" C/C EACH FACE, HORIZ
FLUSH
6"
6"
3'
1/4" GAP BETWEEN
CONCRETE WALK AND
BOARDWALK
2" X 4" @16"
IPE TOE RAIL, CHAMFER WHERE RAIL ABUTS
SIDEWALK, PROVIDE 1'w. GAPS 3' O.C.
RO
W
1'-4"
ABUTMENT CAP
10
'
-
0
"
M
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.
SCALE: 1/2"=1'-0"
LOCATE FIRST STRINGER 3"
MAX CLEAR FROM WALK FACE
#8 (EXTEND TO 2"
FROM TOP OF CAP)
6" x 8" PRESSURE TREATED
DOUGLAS FIR-LARCH CAP AT
CONCRETE FRICTION PIER
4" X 8" PRESSURE TREATED DOUGLAS
FIR-LARCH BEAM, SECURE TO EACH CAP
WITH GALV JOIST HANGER BOTH SIDES
1" IPE DECKING
3'
12" CONCRETE FRICTION PIER
1'
-
6
"
(
℄ O
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)
10
'
-
0
"
M
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.
BOARDWALK CROSS SECTION
TYPE 1
SECTION C-C
(2) 2x4 IPE TOE RAIL
6" x 8" PRESSURE TREATED
DOUGLAS FIR-LARCH CAP AT
CONCRETE FRICTION PIER
4" X 8" PRESSURE TREATED DOUGLAS
FIR-LARCH BEAM, SECURE TO EACH
CAP WITH GALV JOIST HANGER BOTH
SIDES
1" IPE DECKING5'
(2) 12" CONCRETE FRICTION PIER
1'
-
6
"
(
℄ O
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)
(2) 2x4 IPE TOE RAIL
2" x 4" PRESSURE TREATED DOUGLAS
FIR-LARCH STRINGERS @ 16" O.C.
BETWEEN BEAM
10
'
-
0
"
M
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N
.
BOARDWALK CROSS SECTION
TYPE 2
SECTION D-D
(2) STEEL CONNECTOR, SIMPSON
JOIST HANGER LU24 OR EQUAL,
W/ (4) 0.162 x 3-1/2 (BEAM), (2)
0.148 x 1-1/2 (STRINGER)
(2) STEEL CONNECTOR, SIMPSON
LGT3-SDS2.5 GIRDER TIEDOWN, W/
(12) 1/4 x 2-1/2 SDS (CAP)
(4) 3/8 x 5 TITEN HD STAINLESS STEEL
(CONCRETE PIER) ONE EACH SIDE OF
PIER
CAISSON FACE TO BE GROUND FLAT
TO MATCH SIMPSON CONNECTOR
WIDTH
(2) STEEL CONNECTOR, SIMPSON
JOIST HANGER LU24 OR EQUAL,
W/ (4) 0.162 x 3-1/2 (BEAM), (2) 0.148
x 1-1/2 (STRINGER)
2"x4" PRESSURE TREATED
DOUGLAS FIR-LARCH STRINGERS
@ 16" O.C. BETWEEN BEAMS
(2) STEEL CONNECTOR, SIMPSON
JOIST HANGER HUC48 OR EQUAL,
W/ (14) 0.162 x 3-1/2 (CAP) (6) 0.148
x 3 (BEAM)
PRESSURE TREATED DOUG FIR CAP TO
BE TRIMMED AT SIMPSON LGT3 TO MATCH
5" INTERIOR DIMENSION
1'-5"2'-2"1'-5"
(2) STEEL CONNECTOR, SIMPSON JOIST
HANGER HUC48 OR EQUAL, W/ (14) 0.162
x 3-1/2 (CAP) (6) 0.148 x 3 (STRINGER)
(2) STEEL CONNECTOR, SIMPSON
LGT3-SDS2.5 GIRDER TIEDOWN, W/
(12) 1/4 x 2-1/2 SDS (CAP)
(4) 3/8 x 5 TITAN HD (CONCRETE
PIER), ONE EACH PIER
CAISSON FACE TO BE GROUND FLAT
TO MATCH SIMPSON CONNECTOR
WIDTH
BOARDWALK CROSSING, SEE
DETAILS FOR PEDESTAL LAYOUT
(2) STEEL CONNECTOR, SIMPSON
LGT3-SDS2.5 GIRDER TIEDOWN
(1) #8 VERT BARS
FINISH GRADE (BOTTOM OF RAIN
GARDEN OR DETENTION)
12" DIA FRICTION PIER
FRICTION PIER
PROVIDE TROWELED TOP SURFACE (TYP.)
CAP TO BEAR ON CONCRETE PIER WITH
FULL BEARING
ST
ST ST ST ST ST ST ST ST ST ST
UD UD UD UD UD UD UD
ST ST ST ST ST ST ST ST ST
UD UD
ST
ST ST
LAYOUT 1
LAYOUT 2 LAYOUT 3 LAYOUT 4 LAYOUT 5
3'5'
4'6'
12" DIA. CONCRETE
FRICTION PIER
BOARDWALK ABUTMENTS
SCALE: 1/2"=1'-0"
DESIGN DATA
LIVE LOAD: 100 PSF (NON-REDUCIBLE)
SNOW LOAD: 35 PSF
SOIL PARAMETERS
ONSITE MATERIAL:
UNIT WEIGHT: 125 PCF
DRAINED EQUIVALENT HORIZONTAL FLUID PRESSURE = 58 PCF (AT-REST)
FRICTION PIER:
SKIN FRICTION: 130 PSF
END BEARING: 2,135 PSF
MATERIALS NOTES
1. PROVIDE DOUGLAS FIR-LARCH (SELECT STRUCTURAL) FOR ALL
STRUCTURAL TIMBER EXCEPT DECKING AND TOE RAIL.
2. PROVIDE STRUCTURAL CONCRETE WITH 4,500 PSI MINIMUM 28-DAY
COMPRESSION STRENGTH, 0.45 W/C, AND 6% AIR CONTENT.
3. FURNISH HOT DIP GALVANIZED OR STAINLESS STEEL FASTENERS AND
CONNECTORS.
GEOTECHNICAL NOTES
1. ALL WORK SHALL CONFORM TO THE RECOMMENDATIONS, AS APPLICABLE
DISCUSSED IN THE GEOTECHNICAL REPORT ENTITLED:
SUBSURFACE EXPLORATION REPORT, MONTAVA DEVELOPMENT - TRACT
G-BOARDWALK STRUCTURES NORTHWEST CORNER OF TIMBERLINE ROAD AND
MOUNTAIN VISTA DRIVE, FORT COLLINS, COLORADO EEC PROJECT NO. 1172058,
APRIL 5TH, 2023
Sheet Number:
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
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SCALE:NTS1BOARDWALK AT RAIN GARDENS
SCALE:NTS2BOARDWALK LAYOUT KEY MAP
N O R T H
ST
ST
UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
3'
5'
13'
11
'
-
6
"
4'-6"
12
'
-
6
"
3'
6" W. IPE DECKING, RUN
PLANKS PARALLEL WITH
DIRECTION OF TRAVEL,
AS SHOWN
TOE RAIL, TYP.
6" W. IPE DECKING, RUN PLANKS PARALLEL
WITH DIRECTION OF TRAVEL, AS SHOWN
8'
-
3
"
TOE RAIL, TYP.
ALIGN, TYP.
PAVERS, SEE
SITE PLANS
ST
ST
UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION D-D
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-B
CAP, TYP.
BEAM, TYP.
FRICTION PIER, TYP.
STRINGERS @ 16", TYP.
ABUTMENT, TYP.
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
BOARDWALK
ABUTMENT AT
SIDEWALK,
SECTION B-B
STRINGER, TYP.
1'
-
6
"
BOARDWALK
ABUTMENT AT
SIDEWALK,
SECTION B-B
BOARDWALK
ABUTMENT AT
SIDEWALK,
SECTION B-B
1'-6"
TYP.
8' MAX
T
Y
P
.
4" PERFORATED PIPE
1'-4"
TYP.
8' MAX
T
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P
.
Sheet Number:
Project Number:
Pr
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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SCALE:1/4"=1'-0"1 LAYOUT 1 FRAMING PLAN
SCALE:1/4"=1'-0"2 LAYOUT 1 DECKING PLAN
N O R T H
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UD UD UD UD UD UD UD UD UD UD UD UD
ST
ST
ST
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
BOARDWALK ABUTMENT
AT SIDEWALK, SECTION B-B
1'-4"
TYP.
ABUTMENT, TYP.
CAP, TYP.
BEAM, TYP.
FRICTION PIER, TYP.
STRINGERS @ 16", TYP.
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
4" PERFORATED PIPE
24" RCP
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-B
1'-6"
TYP.
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-BABUTMENT
8' MAX
T
Y
P
.
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UD UD UD UD UD UD UD
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-B
CAP, TYP.
CAP, TYP.
BEAM, TYP.
BEAM, TYP.
FRICTION PIER, TYP.
STRINGERS @ 16", TYP.
ABUTMENT
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-B
1'-6"
TYP.
BOARDWALK ABUTMENT AT
SIDEWALK, SECTION B-B
24" RCP
4" PERFORATED PIPE
1'-4"
TYP.
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
UD UD UD UD UD UD UD UD UD UD UD UD
ST
ST
ST
3'
10'-6"
9'
-
6
"
18
'
TOE RAIL
6" W. IPE DECKING, RUN PLANKS PARALLEL
WITH DIRECTION OF TRAVEL, AS SHOWN
13'
5'
PAVERS, SEE
SITE PLANS
ALIGN, TYP.
ST ST ST ST ST ST ST ST ST ST ST ST ST
UD UD UD UD UD UD18
'
2'
-
7
"
1
1
'
-
1
0
"
TOE RAIL
6" W. IPE DECKING, RUN PLANKS
PARALLEL WITH DIRECTION OF
TRAVEL, AS SHOWN
5'
ALIGN, TYP.
PAVERS, SEE
SITE PLANS
Sheet Number:
Project Number:
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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SCALE:1/4"=1'-0"1 LAYOUT 2 FRAMING PLAN
SCALE:1/4"=1'-0"2 LAYOUT 2 DECKING PLAN
SCALE:1/4"=1'-0"3 LAYOUT 3 FRAMING PLAN
SCALE:1/4"=1'-0"4 LAYOUT 3 DECKING PLAN
N O R T H
UD UD UD UD UD UD UD UD
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
BOARDWALK ABUTMENT
AT SIDEWALK, SECTION B-B
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
STRINGERS @ 16", TYP.
BEAM, TYP.
CAP, TYP.
FRICTION PIER, TYP.
BEAM, TYP.
CAP, TYP.
ABUTMENT
8' MAX
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
24" RCP
4" PERFORATED PIPE
BOARDWALK ABUTMENT
AT SIDEWALK, SECTION B-B
1'-4"
TYP.
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
BOARDWALK ABUTMENT
AT SIDEWALK,
SECTION B-B
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
BOARDWALK CROSS
SECTION - TYPE 1,
SECTION C-C
SECTION A-A
FRICTION PIER, TYP.
ABUTMENT
BEAM, TYP.
CAP, TYP.
8' MAX
BEAM, TYP.
CAP, TYP.
BEAM, TYP.
CAP, TYP.
CAP, TYP.
FRICTION PIER, TYP.
STRINGERS @ 16", TYP.
ABUTMENT
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
BEAM, TYP.
CAP, TYP.
BOARDWALK ABUTMENT
AT SIDEWALK,
SECTION B-B
24" RCP
4" PERFORATED PIPE
BOARDWALK ABUTMENT
AT SIDEWALK,
SECTION B-B
BOARDWALK ABUTMENT
AT SIDEWALK, SECTION B-B
1'-4"
TYP.
UD UD UD UD UD UD UD UD
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
3'
3'
-
6
"
TOE RAIL
6" W. IPE DECKING, RUN PLANKS PARALLEL
WITH DIRECTION OF TRAVEL, AS SHOWN
11'-4"
PAVERS, SEE SITE PLANS
ALIGN, TYP.
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
18
'
5'-6"
6
'
-
9
"
3
'
3'
TOE RAIL, TYP.
6" W. IPE DECKING, RUN PLANKS PARALLEL
WITH DIRECTION OF TRAVEL, AS SHOWN
ALIGN, TYP.
PAVERS, SEE
SITE PLANS
Sheet Number:
Project Number:
Pr
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Cl
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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SCALE:1/4"=1'-0"1 LAYOUT 4 FRAMING PLAN
SCALE:1/4"=1'-0"2 LAYOUT 4 DECKING PLAN
SCALE:1/4"=1'-0"3 LAYOUT 5 FRAMING PLAN
SCALE:1/4"=1'-0"4 LAYOUT 5 DECKING PLAN
N O R T H
ST
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UD
UD
UD
UD
UD
UD
UD
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BOARDWALK CROSS
SECTION - TYPE 2,
SECTION F-F
CAPS @ CONCRETE
FRICTION PIERS, TYP.
CONCRETE FRICTION
PIERS (BELOW), TYP.
CAP (BELOW)
10' MAX
ABUTMENT
AT LARGE
BOARDWALK,
SECTION E-E
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
RAINGARDEN &
PLANTING AREA,
RE: LANDSCAPE PLANS
5' MAX POST
SPACING
4" PERFORATED PIPE
1
0
'
PLACE 2x8 STRINGERS AT POST LOCATIONS,
OTHERWISE USE 2x4 @ 1'4" O.C. MAX.
ABUTMENT
AT LARGE
BOARDWALK,
SECTION E-E
6" W. IPE DECKING, RUN PLANKS PARALLEL
WITH DIRECTION OF TRAVEL, AS SHOWN
BEAM, SEE BOARDWALK
LAYOUT PLAN
FASTEN POSTS TO BEAM USING (2) 1/2"
DIA. GALV. BOLTS WITH NUT AND
WASHERS CONNECTED TO SIMPSON
STRONG-TIE DTT2Z HOLD DOWNS
4 X 4 POST, PRESSURE TREATED
DOUGLAS FIR-LARCH
2" X 6" RAIL, PRESSURE TREATED
DOUGLAS FIR-LARCH, TYPICAL
2" X 8" COMPOSITE HANDRAIL CAP, MITRE
CORNER JOINTS, FASTEN RAIL CAP TO EACH
POST USING TWO 1/8" DIA. X 3" LAG SCREWS
HANDRAIL
3'
-
7
"
2x8 STRINGER OR 6x8
CAP, PRESSURE TREATED
DOUGLAS FIR-LARCH (AT
POST LOCATIONS)
POST
BEAM
0.5" BOLT
SIMPSON
HOLD
DOWNS
STRINGER
STRINGER
BRACKET
DECKING
ABOVE
PLAN VIEW
4"
4"
4"
NOTE: STAIN RAIL, COLOR TBD
BY OWNER'S REP
3'
1" IPE DECKING
4" X 8" BEAM
(2) SIMPSON A66 ANGLE BRACKET AT
EACH BEAM LOCATION, CONNECT TO
BEAN USING (3) 3" x 0.148" NAILS
(2) 1/4" x 3" TITAN HD (TYP.) AT EACH
ANGLE BRACKET
SANDSTONE BOULDER
STEPS, MIN. 24" DEPTH;
HEIGHT AND LENGTH
VARIES,
#4 @16" C/C TIES
12" DIA. FRICTION PIER (TYP.)
#4 @ 16" C/C EACH FACE, HORIZ
6"
1/4" GAP BETWEEN CONCRETE AND BOARDWALK
2" X 4" STRINGER
HANDRAIL
CRUSHER FINES TRAIL
AGGREGATE BASE COURSE;
MIN. 3/8" MINUS; SET IN
MINIMUM OF 6" LIFTS
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
8"
1'-6"6"
6"
6"
SLOPE TO DRAIN
6"
-
8
"
6"
ABUTMENT AT LARGE BOARDWALK
SECTION E-E
SCALE: 1/2"=1'-0"
10
'
-
0
"
M
I
N
.
FLUSH
1'-6"
#8 (EXTEND TO 2" FROM TOP
OF CAP)
#3 x 1-2 AT 12" OC W/ #3 x CONT. EPOXY COAT
3'-6"3'3'-6"
2'-6"5'2'-6"
10'
10
'
-
0
"
M
I
N
.
12" DIA. FRICTION PIER (TYP.)
4" X 8" PRESSURE TREATED DOUGLAS
FIR-LARCH CAP @ CONCRETE
FRICTION PIERS
(4) 4" X 8" PRESSURE TREATED DOUGLAS
FIR-LARCH BEAM, SECURE TO EACH CAP
WITH GALV. JOIST HANGER BOTH SIDES
1" IPE DECKING
2" X 4" PRESSURE TREATED
DOUGLAS FIR-LARCH STRINGERS
@ 16" O.C. BETWEEN JOIST
(2) STEEL CONNECTOR, SIMPSON LGT3-SDS2.5 GIRDER
TIEDOWN, W/
(12) 1/4" x 2-1/2 SDS (CAP)
(4) 3/8 x 5 TITEN HD (CONCRETE PIER),
ONE EACH PIER
GRIND CONCRETE FLUSH TO BEAR ANGLE FLUSH (TYP.)
BOARDWALK CROSS SECTION
TYPE 2
SECTION F-F
BEAM-TO-CAP
CONNECTOR, SIMPSON
JOIST HANGER HUC48
STEEL CONNECTOR,
SIMPSON JOIST HANGER
LU24 OR EQUAL
Sheet Number:
Project Number:
Pr
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:
Cl
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:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
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Produced by:
Date:
Revision:
S26
Date:
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10/4/2023
1734
SCALE:1/2"=1'-0"2 ENTRY BOARDWALK SECTION
SCALE:1/4"=1'-0"1 ENTRY BOARDWALK DECKING PLAN
N O R T H