HomeMy WebLinkAboutTIMBER LARK RESIDENTIAL SECOND FILING - BDR230011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSOriginal Field Survery:
Northern Engineering
Project No. 698-004
Date: June 5, 2019
NOVEMBER 2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT BENCHMARKS:
TIMBER LARK RESIDENTIAL
PROJECT TEAM:
Ripley Design
Katy Thompson, PLA, ULI
419 Canyon Avenue Suite 200
Fort Collins, Colorado 80521
(970) 498 -2665
AADT Land Holdings, LLC
Alex Aigner
13005 Lowell Boulevard
Broomfield, CO 80020
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE
68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
SITE SURVEYOR
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 TYPICAL STREET SECTIONS
4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
5 - 6 PV1 - PV2 PAVING PLAN
GRADING SHEETS
7 OGR1 OVERALL GRADING PLAN
8 - 10 GR1 - GR3 GRADING PLAN
UTILITY SHEETS
11 OUT1 OVERALL UTILITY PLAN
12 - 14 UT1 - UT3 UTILITY PLAN
SANITARY SEWER SHEETS
15 - 17 SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE
18 SS4 SANITARY SEWER A1 PLAN AND PROFILE
19 SS5 SANITARY SEWER A2 PLAN AND PROFILE
20 SS6 SANITARY SEWER A2-1 PLAN AND PROFILE
21 SS7 SANITARY SEWER A3 PLAN AND PROFILE
22 SS8 SANITARY SEWER A4 PLAN AND PROFILE
23 - 25 SS9 - SS11 SANITARY SEWER B PLAN AND PROFILE
26 SS12 SANITARY SEWER B1 PLAN AND PROFILE
27 SS13 SANITARY SEWER B3 PLAN AND PROFILE
28 SS14 SANITARY SEWER B3-1 & B3-2 PLAN AND PROFILE
WATERLINE SHEETS
29 WT1 WATERLINE A PLAN AND PROFILE
30 - 32 WT2 - WT4 WATERLINE B PLAN AND PROFILE
33 - 36 WT5 - WT8 WATERLINE C PLAN AND PROFILE
37 WT9 WATERLINE D PLAN AND PROFILE
38 WT10 WATERLINE E PLAN AND PROFILE
39 WT11 WATERLINE F PLAN AND PROFILE
40 WT12 WATERLINE G PLAN AND PROFILE
41 WT13 WATERLINE H PLAN AND PROFILE
42 - 43 WT14 - WT15 WATERLINE I PLAN AND PROFILE
STORM DRAIN SHEETS
44 - 46 SD1 - SD3 STORM DRAIN A & A3 PLAN AND PROFILE
47 SD4 STORM DRAIN A6 PLAN AND PROFILE
48 - 49 SD5 - SD6 STORM DRAIN A4-N PLAN AND PROFILE
50 - 51 SD7 - SD8 STORM DRAIN A4-S PLAN AND PROFILE
52 SD9 STORM DRAIN B & C PLAN AND PROFILE
53 SD10 STORM DRAIN E PLAN AND PROFILE
54 SD11 STORM DRAIN F PLAN AND PROFILE
55 SD12 SUBGRADE PLAN
FINAL UTILITY PLANS FOR
Earth Engineering Consultants, LLC
Preliminary Subsurface Exploration Report
South Timberline Development
Fort Collins, Colorado
EEC Project No. 1202034
Date: June 2, 2020
SUBSURFACE EXPLORATION BY:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------------Cory Thelen (970) 225-7843
ELECTRIC--------City of Fort Collins Light & Power-------Cody Snowdon (970) 416-2306
CABLE-------------Comcast---------------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-----------------------------------Shelly Bergstrom (970) 501-5803
WATER------------Fort Collins-Loveland Water District----Sam Lowe (970) 226-3104 EXT 113
WASTEWATER--South Fort Collins Sanitation District---Sam Lowe (970) 226-3104 EXT 113
STORMWATER--City of Fort Collins Utilities----------------Wes Lamarque (970) 416-2418
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
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PROJECT
LOCATION
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EAST TRILBY ROAD
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICTI hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 2-02
EAST SIDE OF TIMBERLINE ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE
MIDDLE CONCRETE PAD TO AN ELECTRIC BOX.
ELEVATION: 4964.37
CITY OF FORT COLLINS BENCHMARK 12-13
SOUTHEAST CORNER OF TIMBERLINE RD. AND TRILBY RD., ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION: 4926.67
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'
BASIS OF BEARINGS
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M. AS BEARING NORTH 00°06'07" EAST
Northern Engineering Services, Inc.
Robbie Lauer
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
OWNER Date
LEWIS RIC L/CHERYL C
IRRIGATION APPROVAL
OWNER Date
KEEN BARBARA LIVING TRUST
IRRIGATION APPROVAL
IRRIGATION SHEETS
56 - 57 IR1 - IR2 IRRIGATION A PLAN AND PROFILE
58 IR3 IRRIGATION B PLAN AND PROFILE
ROADWAY SHEETS
59 R1 DUSKY LARK STREET & CRESTED LARK STREET PLAN & PROFILE
60 R2 DUSKY LARK STREET PLAN AND PROFILE
61 R3 CRESTED LARK STREET & CORONA AVENUE PLAN & PROFILE
62 R4 CRESTED LARK STREET CUL-DE-SAC PLAN & PROFILE
63 R5 DESERT LARK STREET PLAN & PROFILE
64 R6 DESERT LARK STREET & MASKED LARK STREET PLAN & PROFILE
65 R7 WESTCHASE STREET PLAN & PROFILE
66 - 67 R8 - R9 GOLDEN WILLOW DRIVE PLAN AND PROFILE
68 R10 HORNED LARK STREET PLAN AND PROFILE
69 - 70 R11 - R12 WEEPING WILLOW DRIVE PLAN AND PROFILE
71 - 72 R13 - R14 RED WILLOW DRIVE PLAN AND PROFILE
73 R15 LACEBARK LN & TULIPWOOD LN PLAN AND PROFILE
74 R16 BONSAI LN & LINE LN PLAN AND PROFILE
75 R17 BAMBOO LN & CANE LN PLAN AND PROFILE
76 R18 S TIMBERLINE STRIPING PLAN
77 R19 RED WILLOW DRIVE STRIPING PLAN
78 INT1 OVERALL INTERSECTION PLAN
79 - 83 INT2 - INT6 INTERSECTION DETAILS
84 - 85 SN1 - SN2 SIGNAGE PLAN
DETAIL SHEETS
86 D1 GRADING DETAILS
87 - 88 D2 - D3 UTILITY DETAILS
89 - 93 D4 - D8 DRAINAGE DETAILS
94 - 96 D9 - D11 SITE DETAILS
97 D12 IRRIGATION DETAILS
EROSION CONTROL
98 EC1 EROSION CONTROL PLAN
99 EC2 DYNAMIC EROSION CONTROL PLAN
100 EC3 EROSION CONTROL NOTES
101 - 102 EC4 - EC5 EROSION CONTROL DETAILS
DRAINAGE SHEETS
103 DR1 DRAINAGE PLAN
CS1
CO
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419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
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City of Fort Collins, CO
REVISED UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
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1-6,76-85,95
1,2,4,7-10,11-14,44-55,
86,89-93,98-103
All
1/11/2023
Ken Sampley
Scott Benton
1/11/2023
1/11/2023
Steven Gilchrist
1/12/2023
Dave Betley
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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ROW
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20' TRACT
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TRACT C
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TRACT D
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TRACT A
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NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PV2
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EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
3.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 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.
4.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
ASPHALT PAVING
LEGEND:
CONCRETE PAVING
GRAVEL ACCESS ROAD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
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CRESTED LARK STREET CRESTED LARK STREET
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BLOCK 9 BLOCK 10
BLOCK 11 BLOCK 12 BLOCK 13
BLOCK 7 BLOCK 8
BLOCK 2
BLOCK 6
BLOCK 5
BLOCK 3 BLOCK 4 BLOCK 4
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LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 1LOT
168
LOT
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LOT
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LOT
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LOT
158
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
TRACT N UDA&EAE
TRACT P
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TRACT A DE
BLOCK 1
TRACT Q
OPEN SPACE
TRACT V
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TRACT F
UDA&EAE
BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 4
BLOCK 4
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
TRACT I
UDA&EAE
TRACT K
UDA&EAE
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
KEYMAP
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
8.TOP OF FOUNDATION ELEVATIONS GIVEN ARE MINIUMUM ELEVATIONS BASED ON
FHA GRADING. PLOT PLANS ARE REQUIRED PRIOR TO CONSTRUCTION OF SINGLE
AND MULTI-FAMILY BUILDINGS TO ENSURE BUILDINGS AND LOTS MEET FORT
COLLINS GRADING AND DRAINAGE STANDARDS.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
GR1 GR2 GR3
OGR1
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
7
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
IRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
I
R
R
I
R
R
IR
R
IR
R
UD
UD
UD
UD UD
RE
D
W
I
L
L
O
W
DR
I
V
E
63'
ROW
57' ROW
63'
ROW
58'
ROW
63'
ROW
D
DD
XXXXXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
6' CONCRETE PAN (TYPICAL)
UNDERGROUND
STORM
CHAMBERS
5'
S
I
D
E
W
A
L
K
2' CONCRETE PAN
(TYPICAL)
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
CONNECTION TO
EXISTING CONCRETE
MANHOLE
2' CONCRETE PAN
(TYPICAL)
HO
R
N
E
D
L
A
R
K
S
T
R
E
E
T
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
LA
C
E
B
A
R
K
L
N
TU
L
I
P
W
O
O
D
L
N
BO
N
S
A
I
L
N
BA
M
B
O
O
L
N
DESERT LARK STREET
DESERT LARK STREET
CRESTED LARK STREET
RE
D
W
I
L
L
O
W
D
R
I
V
E
INLET A4-4N (SUMP)
INLET A4-5N
INLET A4-3N (SUMP)
INLET A4-6N
STMH A5
ST JUNCTION A4_WQ WEIR INLET A3-1 (SUMP)
STMH A3 (5' Ø)
INLET A2 (SUMP)
FES A1
STMH B1
OUTLET B2
INLET A4-1S (SUMP)
INLET A4-1N (SUMP)
24
"
I
R
R
I
G
A
T
I
O
N
24
"
I
R
R
I
G
A
T
I
O
N
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
20' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT
20' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT
30' TRACT 20' TRACT
30' TRACT
20' TBC-EOC
20' TBC-EOC
20'
TBC-EOC
OUTLET B3
BASIN A4-2SINLET A4-3SINLET A4-4SINLET A4-5S
LOT 6
LOT 7
TRACT H
UDA
TRACT O
DAE
LOT 2
LOT 6
TRACT G
DAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
TR
A
C
T
I
UD
A
&
E
A
E
TRACT C DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10
BLOCK 10
BLOCK 11 BLOCK 12 BLOCK 13
BLOCK 8
BLOCK 2 BLOCK 3
LOT 1
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
LOT 4
LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
3
6
.
3
0
35.65
39.
2
5 38.7
6
38.56 38.00 37.44
35.45 35.09 3
4
.
9
6
3
6
.
8
9
36.33 3
5
.
7
7
35.21
34.333
4
.
7
9
3
4
.
6
6
34.09
3
4
.
4
3
34
.
8
3
34.3
8
34.98
34.45
33.3
5
36.20
35.
2
9
34.74
34.88
3
6
.
3
6
35.62
3
5
.
9
8
3
6
.
5
3
3
6
.
6
9
3
6
.
2
9
36.81
36.29
3
6
.
8
8
36.60
35.
9
7
36.51
36.43
36.25
36.07
3
5
.
9
0
3
5
.
7
5
3
4
.
8
7
39.05 3
8
.
8
5
4
0
.
7
4
4
0
.
3
4
41.76
4
2
.
2
2
42.89
4
3
.
5
5
44.5
4
4
4
.
2
4
4
3
.
1
5
42.49
4
1
.
8
2
41.
3
6
38.04
37.85
3
8
.
2
9
38.95
3
9
.
6
1
40.28
40.94
42.0
1
43.0
4
4
1
.
9
2
4
1
.
8
0
41.50
41
.
0
2
40
.
5
8
40.15
39.7
1
39
.
2
8
38
.
8
4
38.4
1
38
.
0
3
37.76
37
.
1
6
3
6
.
5
0
3
7
.
2
9
37.62
37.16
3
8
.
3
8
38.06
39.30
3
9
.
0
2
40.23
39.98
41.07
41.0
8
40.90
4
0
.
8
5
40.
2
0
4
0
.
9
1
39.95
4
0
.
2
5
3
8
.
9
2
39.11
37.93
3
8
.
0
8
3
6
.
9
8
37.17
36.05
FL
3
5
.
2
3
36.09
3
6
.
8
0
3
7
.
6
3
38.46
39.05
3
9
.
6
4
40.42
4
1
.
1
9
40.26
39
.
1
5
37
.
9
9
38.6
6
3
4
.
4
5
34.99
35
.
1
3
34.94
3
4
.
8
6
34.93
3
5
.
1
0
35
.
4
5
36
.
0
4
3
5
.
4
2
35.89
36
.
7
6
37.4
8
36.48
38.20
3
7
.
0
0
38
.
9
2
37.62
38.11
39.5
0
39.5
6
3
8
.
7
6
39.23
39.11
3
8
.
7
7
38.63
39
.
1
2
39.66
39.59
39.55
4
0
.
0
5
39.82
39.16 39.60
3
9
.
3
3
3
8
.
7
0
38.05
38.97
37.56 38.43
3
7
.
8
9
3
6
.
9
4
36.41 3
7
.
3
5
36.8135.83
36.273
5
.
3
5
3
5
.
0
3
3
5
.
7
4
34.39
35.27
4
4
.
9
6
46.86 4
6
.
0
3
44.13 4
3
.
8
4
45.7
4
44.83
43.01 42.23
4
4
.
1
3
4
3
.
3
4
41.44 40.69
4
2
.
5
8
4
1
.
8
2
39.91 39.14
41.04 4
0
.
2
7
38.37 37.91
3
8
.
5
5
39.66
38.72
38.
5
6
3
8
.
8
5
3
9
.
1
4
38.76
3
9
.
1
6
3
9
.
4
6
3
9
.
0
5
39.34
3
9
.
7
7
4
0
.
0
8
3
9
.
5
8
39.82
40.39 4
0
.
6
9
40.06 4
0
.
2
9
41.00 4
1
.
3
1
40.53 40.77
4
1
.
6
2
4
1
.
9
2
40.9
8
37.91
3
7
.
0
7
3
7
.
0
0
37.17
37.33
37.65
37.82
38.37
4
0
.
0
7
4
0
.
9
6
41.4
3
41.1
1
4
0
.
8
3
40.16
3
9
.
8
1
3
9
.
5
3
3
9
.
2
8
39.1
4
3
8
.
8
2
38.52
38.22 37.24
36.4
9
4
1
.
5
2
4
1
.
6
9
40.99
40.19
39
.
0
2
3
8
.
1
9
37.76
37.42
B
FG=42.24
TF=42.91
LOT 1
B
FG=42.75
TF=43.42
LOT 2
B
FG=43.78
TF=44.45
LOT 3
B
FG=44.80
TF=45.47
LOT 4
B
FG=45.85
TF=46.52
LOT 5
B
FG=46.40
TF=47.07
LOT 6
45.35
42.
4
5
41.
4
4
40.05 39.56
FG=48.20
TF=48.87
A
FG=47.19
TF=47.86
LOT 2
46.
6
9
4
6
.
5
4
45.71
B
FG=40.55
TF=41.22
LOT 2
A
FG=45.24
TF=45.91
LOT 7
A
FG=43.26
TF=43.93
LOT 8
A
FG=42.59
TF=43.26
LOT 9
A
FG=41.93
TF=42.60
LOT 10
A
FG=41.27
TF=41.94
LOT 11
A
FG=40.56
TF=41.23
LOT 12
4
1
.
1
9
41.43
40.
7
7
40.53
39.86 39.23
4
0
.
0
6
4
2
.
0
9
41.86
42.76
4
2
.
5
2
41.89
B
FG=39.86
TF=40.53
LOT 3
B
FG=39.30
TF=39.97
LOT 4
B
FG=38.74
TF=39.41
LOT 5
B
FG=38.19
TF=38.86
LOT 6
B
FG=37.63
TF=38.30
LOT 7
B
FG=37.07
TF=37.74
LOT 8
B
FG=36.51
TF=37.18
LOT 9
B
FG=35.96
TF=36.63
LOT 10
39.36 3
8
.
8
0
38.24 3
7
.
6
9
37.13 3
6
.
5
7
3
6
.
0
1
3
5
.
4
6
3
5
.
6
8
3
5
.
7
6
A
FG=46.07
TF=46.74
LOT 3
A
FG=45.27
TF=45.94
LOT 4
A
FG=44.49
TF=45.16
LOT 5
A
FG=43.71
TF=44.38
LOT 6
A
FG=42.95
TF=43.62
LOT 7
A
FG=42.18
TF=42.85
LOT 8
A
FG=41.41
TF=42.08
LOT 9
A
FG=40.87
TF=41.54
LOT 10
4
4
.
5
9
4
4
.
7
7
4
5
.
5
7
4
5
.
4
1
43.81
43.99 43.21 42.45
4
3
.
0
2
42.27 41.49
4
1
.
6
8
4
0
.
7
2
4
0
.
9
1
39.95
4
0
.
3
7
39.67
B
FG=40.50
TF=41.17
B
FG=41.11
TF=41.78
B
FG=41.73
TF=42.40
B
FG=42.34
TF=43.01
B
FG=42.96
TF=43.63
4
0
.
6
1
4
0
.
0
0
4
1
.
2
3
4
1
.
8
4
42.46
B
FG=40.86
TF=41.53
B
FG=40.86
TF=41.53
B
FG=40.22
TF=40.89
B
FG=38.78
TF=39.45
B
FG=37.34
TF=38.01
B
FG=37.57
TF=38.24
B
FG=38.65
TF=39.32
B
FG=39.73
TF=40.40
B
FG=40.63
TF=41.30
B
FG=41.16
TF=41.83
36.84 37.07
38.153
8
.
2
8
3
9
.
2
3
3
9
.
7
2
40.36 40.13
B
FG=42.89
TF=43.56
B
FG=42.32
TF=42.99
BLOCK 14
B
FG=41.45
TF=42.12
B
FG=40.58
TF=41.25
B
FG=39.71
TF=40.38
B
FG=38.38
TF=39.05
B
FG=39.75
TF=40.42
B
FG=40.94
TF=41.61
B
FG=42.49
TF=43.16
B
FG=42.49
TF=43.16
4
1
.
8
2
40.95
40.08
3
9
.
2
1
37.88
39.25
40.44
4
1
.
9
9
40.01
4
1
.
0
6
40.26
38.87
37.41
36.20
35
.
1
4
39.59
3.
2
%
3.
2
%
2
.
9
%
2
.
1
%
2
.
4
%
2
6
.
7
5
24.20
23.00
23
.
7
3
5:
1
5:
1
4:1
4
:
1
5
:
1 5:1
5:
1
4
:
1
2.
1
%
2.
1
%
2.0%0.5%
INLET A4-6S
3
4
.
5
3
3
3
.
9
7
3
3
.
6
6
3
4
.
1
7
H
P
3
3
.
4
7
3
2
.
8
9
TOF=38.95
TOF=42.68
TOF=41.68
TOF=38.65
42
.
1
1
FL
1.3%1.3%1.3%
1.0%2.1%1.4%2.1%1.1%1.8%1.5%1.0%
3
4
.
5
4
HP
3
5
.
1
0
HP
40.79
40.50
40.00
40.43
40
.
2
3
39.1
0
FL 38
.
4
1
FL
7:
1
FG=43.51
TF=44.18
5:
1
TOF=37.84
TOF=39.92
TOF=43.89
3
4
.
4
7
F
L
35.
6
7
FL
35.99
F
L
34
.
0
0
FL
35
.
3
6
FL
3
6
.
7
7
FL 38.50
FL 2.6%0.5%
TRACT P
UDE
POND GAUGE
4' MAINTENANCE
PATH
2.0%
1.9
%
1.9%
2.0%
12' GRAVEL
ACCESS ROAD
4' MAINTENANCE
PATH
2
3
.
1
8
33
.
4
2
32.83
32.85
35.36
35.46
PROPOSED
GRADE BREAK
33.00
33.00
3
3
.
0
0
3
3
.
0
0
34.06
2
3
.
8
8
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.0%2.0%
2.0%2.0%
2.0%2.0%
2.
0
%
36
.
4
9
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.0%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.0%
2.0%
2.0%
2.0%
2.0%2.0%
2.0%
2.0%
2.0%
2.0%
2.0%2.0%
2.0%
2.
0
%
2.
0
%
37.44
FL
36.97
FL
2.0%
2.
0
%
2.
0
%
0.3%
2.0%
2.
0
%
2.
0
%
2.
0
%
3
6
.
2
9
2.
0
%
2.
0
%
2.0%
2.0%
2.0%
2.0%
2.0%
2.
0
%
2.
0
%
33.72
FL
34.9
2
34
.
4
1
2.
0
%
2.
0
%
35.13
FL
35
.
8
3
2.
0
%
2.
0
%
35.44
FL
35.96
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
PROPOSED DRIVEWAY IS REQUIRED
TO MEET ADA REQUIREMENTS
SEE SHEET INT4
TRACT V
DE
TRACT B
DE
1.3%
2' CONCRETE PAN
(TYPICAL)
44
.
4
6
FL
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
37.
0
4
FL
0.
5
%
3
9
.
4
1
INLET F5
23.28
23.83
2
4
.
0
1
37
.
1
4
FL 38.1
5
FL
0.5%0.5%
3
8
.
9
5
F
L
33.73
3
6
.
3
1
TOF=41.89
TRACT A
D&UE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
TRACT B
D&UE
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
BLOCK 6BLOCK 5
BLOCK 1 BLOCK 2
Sheet
TI
M
B
E
R
L
A
R
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R
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A
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.
c
o
m
of 103
KEYMAP
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
GR1 GR2 GR3
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
8.TOP OF FOUNDATION ELEVATIONS GIVEN ARE MINIUMUM ELEVATIONS BASED ON
FHA GRADING. PLOT PLANS ARE REQUIRED PRIOR TO CONSTRUCTION OF SINGLE
AND MULTI-FAMILY BUILDINGS TO ENSURE BUILDINGS AND LOTS MEET FORT
COLLINS GRADING AND DRAINAGE STANDARDS.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
GR
1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
GR
3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
GR2
GR
A
D
I
N
G
P
L
A
N
9
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
IRR IRR IRR IRR IRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
59'
ROW
63' ROW
F ES
XXXXXXX
X X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
X
CO
R
O
N
A
A
V
E
TI
M
B
E
R
L
I
N
E
R
O
A
D
DETENTION POND
2' CONCRETE PAN
(TYPICAL)
2' CONCRETE PAN
(TYPICAL)
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
MODIFY CONCRETE
IRRIGATION STRUCTURE
WITH PROPOSED INLET
PROPOSED
GRASS-LINED
IRRIGATION CHANNEL
4.
5
'
S
I
D
E
W
A
L
K
4.
5
'
S
I
D
E
W
A
L
K
4.
5
'
S
I
D
E
W
A
L
K
4.
5
'
S
I
D
E
W
A
L
K
WESTCHASE ROAD
CO
R
O
N
A
A
V
E
N
U
E
BO
N
S
A
I
L
N
LI
N
E
L
N
BA
M
B
O
O
L
N
CA
N
E
L
N
CRESTED LARK STREET
FES C4
FES C1
FES F1
INLET F2
INLET C2 (SUMP)
INLET C3 (SUMP)
24
"
I
R
R
I
G
A
T
I
O
N
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
TIE TO EXISTING
IRRIGATION CHANNEL
30' TRACT 30' TRACT
30' TRACT
20' TBC-EOC
20' TBC-EOC
20' TBC-EOC
FES E1
INLET E2 (SUMP)
LOT 6
TRACT N UDA&EAE
TRACT O
DAE
LOT 13LOT 12 LOT 14
TR
A
C
T
I
UD
A
&
E
A
E
TR
A
C
T
K
UD
A
&
E
A
E
TRACT L
DAE
TRACT D DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10
BLOCK 4 BLOCK 4
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
36.20
34.88
3
6
.
3
6
3
6
.
5
3
36.69
36.81
35.
9
7
3
6
.
5
1
3
6
.
4
3
36.25
36.07
3
5
.
9
0
33.70
3
3
.
6
5
3
4
.
0
1
3
4
.
3
6
34.72
35.5
4
3
5
.
7
5
3
4
.
8
7
33.6
8
3
4
.
5
9
3
5
.
1
1
3
5
.
2
1
33.63
35.29
34.0
5
34
.
3
4
35.38
35.46
34.7
0
35.38 34.95
35.4
6
3
4
.
8
2
34.32 33.00
33.07
33.1234.90
34.98 33.20
3
3
.
5
8
35.06
35.06
34.
6
3
3
4
.
2
0
4
1
.
3
1
40.53 40.77
4
1
.
6
2
4
1
.
9
2
40.9
8
41.834
2
.
1
7
42.14
4
1
.
2
0
4
2
.
7
8
4
4
.
8
8
42.26
3
7
.
0
0
37.17
37.33
37.65
37.82
38.37
4
0
.
0
7
4
0
.
9
6
41.4
3
37.24
36.4
9
3
5
.
5
4
3
5
.
3
8
36.10
36
.
0
8
36.49
36.4
8
36.8
8
36.89
37.4
1
3
7
.
4
1
37
.
9
7
37.96
39.29
39.2
9
40.2
9
40.29
42.24 4
2
.
2
5
4
1
.
5
2
4
1
.
6
9
40.99
40.19
39
.
0
2
3
8
.
1
9
37.76
37.42
36.03
3
6
.
2
1
3
6
.
5
8
3
7
.
3
4
3
8
.
6
1
39.67
40.54
41.20
41.47
40.
5
9
4
0
.
7
6
40.2
1
39.3
3
37.9
0
3
7
.
1
0
36.35
35.96
35.76
35.0
7
34.19
3
4
.
4
5
3
4
.
6
1
3
4
.
7
7
3
4
.
9
8
3
5
.
7
8
3
7
.
1
0
3
8
.
1
0
39.95
4
2
.
0
0
40.58 40.10 3
9
.
5
9
4
4
.
8
6
43.21 4
1
.
9
8
4
1
.
4
6
40.94 4
0
.
3
6
39.77 3
9
.
3
0
3
8
.
8
2
3
9
.
0
7
3
8
.
5
6
3
7
.
9
9
3
7
.
3
9
3
6
.
8
1
36.43
38.
7
3
36
.
3
5
3
6
.
5
4
39
.
5
9
39.
2
9
3
6
.
9
0
37.27
40.0
4
4
0
.
0
5
3
7
.
7
1
B
FG=42.96
TF=43.63
42.46
23
.
7
3
5:1
2.
1
%
2.
1
%
B
FG=43.51
TF=44.18
B
FG=45.70
TF=46.37
A
FG=45.66
TF=46.33
A
FG=41.88
TF=42.55
A
FG=40.85
TF=41.52
A
FG=39.72
TF=40.39
A
FG=39.44
TF=40.11
A
FG=40.13
TF=40.80
41.
1
7
4
1
.
3
4
4
0
.
1
3
4
0
.
3
5
3
8
.
9
6
3
9
.
0
6
3
8
.
0
1
37.92 38.87
38.48 39.44
39.30
3
0
.
4
0
32.46
32.35
35.14
4
:
1
5
:
1
6
:
1
4:1
6:
1
5:
1
4:1
4:1
21.1%
14.5%
16
.
5
%
1
1
.
3
%
12
.
7
%
3.
7
%
0.6%
2.0%
2
.
0
%
0.
6
%
0.5%
2
4
.
1
2
2
4
.
5
0
2
5
.
2
9
27.
7
9
28.19
TOF=37.84 TOF=37.61
TOF=38.20
TOF=39.92 TOF=38.12
TOF=42.06
TOF=41.06
TOF=43.89 TOF=43.90
39.
1
8
38.
3
6
37.
0
0
36.
4
5
0.7%0.8
%
3
.
6
%
35.
6
7
FL
3
5
.
9
9
F
L
34
.
3
3
FL
34.65
FL
3.6%
1
6
.
5
%
1
4
.
8
%
3.
4
%
3.
8
%
38.81
3
5
.
7
7
37.45
37.80
2.
1
%
0.7%
37.40
FL
3
7
.
1
2
F
L
3
4
.
4
5
FL38.50
FL 38.
1
2
FL
2.6%2.0%3.9%
2.1
%
2.
0
%
9
:
1
TOF=36.33
3
3
.
0
0
32.00
3
2
.
0
0
33
.
0
0
PROPOSED EMERGENCY OVERFLOW WEIR
SEE DETAIL SHT D6
34.95
34.21
33.85
34.59
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 4' CURB
CUT & SIDEWALK
CHASE
2.8%
1.9%
1.9
%
1.
9
%
PROPOSED
GRADE BREAK
33.00
33.00
33.00
33.00
PROPOSED RIBBED
CONCRETE RUN DOWN
SEE DTL 605 SHT D6
33.7734.06
37
.
2
7
37.63 37.92
38.36
6
:
1
5:
1
2.
0
%
5.
0
%
1
.
8
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
3
6
.
2
9
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
35.44
FL
35.96
34.10
FL
34
.
6
2
35.89
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
20.2%
3
9
.
4
1
3
8
.
9
8
INLET F3
INLET F4
2
4
.
0
1
2
4
.
4
4
24.76 25.16
25.56
42
.
0
9
FL
4.3%0.5%0.9%
39
.
3
2
FL3
8
.
9
5
F
L
43.01
3
3
.
2
5
33.54
33.88
3
5
.
5
0
3
5
.
1
6
34.9
5
TOF=41.90TOF=41.89
TOF=39.70
TRACT B
D&UE
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1 LOT 5
LOT 1
LOT 2
LOT 4
LOT 3 LOT 3
LOT 2
LOT 5
LOT 4
LOT 1
TRACT D
D&UE
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
TRACT C
D&UE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
TRACT F
A&UE
TRACT E
A&UE
BLOCK 8BLOCK 7BLOCK 6
BLOCK 2 BLOCK 3 BLOCK 4
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
KEYMAP
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
GR1 GR2 GR3
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
8.TOP OF FOUNDATION ELEVATIONS GIVEN ARE MINIUMUM ELEVATIONS BASED ON
FHA GRADING. PLOT PLANS ARE REQUIRED PRIOR TO CONSTRUCTION OF SINGLE
AND MULTI-FAMILY BUILDINGS TO ENSURE BUILDINGS AND LOTS MEET FORT
COLLINS GRADING AND DRAINAGE STANDARDS.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
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8" SANITARY (TYPICAL)
8" WATER (TYPICAL)
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
FALCON RIDGE DRIVE
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8" WATER (TYPICAL)
SANITARY MANHOLE
(TYPICAL)
SANITARY MANHOLE
(TYPICAL)
STORM OUTLET (TYPICAL)
PROPOSED FIRE
HYDRANT
8" WATER STUB
8" WATER STUB
TEMPORARY FIRE HYDRANT
STORM DRAIN (TYPICAL)
STORM DRAIN
(TYPICAL)
EXISTING 30" STORM DRAIN
EXISTING STORM DRAIN MANHOLE
(TYPICAL)
EXISTING
OVERHEAD POWER LINES
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CHAMBERS
DETENTION
POND
PROPOSED WATER
CONNECTION
PROPOSED WATER
CONNECTION
PROPOSED WATER
CONNECTION
CONNECTION TO EXISTING STORM DRAIN
PROPOSED MANHOLE
CONNECTION TO EXISTING
SANITARY SEWER
TRACT H
UDA
TRACT Q
OPEN SPACE
TRACT E DAUE
TRACT N UDA&EAE
TRACT D DETRACT C DETRACT B DE
TRACT L
DAE
TRACT A DE
TRACT G
DAE
TRACT O
DAE
BLOCK 2
BLOCK 10
BLOCK 11 BLOCK 12
BLOCK 5
BLOCK 1
BLOCK 9
BLOCK 8
BLOCK 7
BLOCK 13 BLOCK 14
BLOCK 4BLOCK 3
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 1LOT
168
LOT
159
LOT
157
LOT
156
LOT
158
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
EXISTING SANITARY SEWER
WESTCHASE ROAD
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TRACT V
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BLOCK 6 BLOCK 8BLOCK 5 BLOCK 7
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
Sheet
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LEGEND:
NOTES:
W
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EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN BICYCLE OR VEHICLE WHEEL PATHS.
6.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC.
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
KEYMAP
UT1 UT2 UT3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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UNDERGROUND
STORMTECH
CHAMBERS
63' ROW
57' ROW
63' ROW58' ROW
63' ROW
58' ROW
63' ROW
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DESERT LARK STREET
CRESTED LARK STREET
CONNECT TO EXISTING
8" WATER STUB
8" WATER STUB
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
WESTCHASE ROAD
CONNECT TO EXISTING STORM DRAIN MANHOLE
SSMH A2-1
SSMH A1-1
SSMH B4
SSMH B3-1A
SSMH B4-1
SSMH A2-1A
SSMH B1-1
SSMH B3
SSMH A2 SSMH A1
SSMH B3-1
SSMH AB
SSMH B2
SSMH B3-1B
SSMH B1
24
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N
24" IRRIGATION
8" SANITARY
8"
S
A
N
I
T
A
R
Y
8" SANITARY
8"
S
A
N
I
T
A
R
Y
8"
W
A
T
E
R
8" WATER
EX
I
S
T
I
N
G
8
"
S
A
N
I
T
A
R
Y
8"
W
A
T
E
R
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
TRACT O
DAE
LOT 9
TRACT C DETRACT B DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10
LOT 6
LOT 4
LOT 3
LOT 2
LOT 5
LOT 10
LOT 11
LOT 12
LOT 7
LOT 8
LOT 9
LOT 6
TRACT G
DAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 6
LOT 7
TRACT H
UDA
LOT 1
LOT 2LOT 10LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 8
LOT 2
LOT 7LOT 4LOT 3 LOT 5 LOT 6 LOT 10LOT 2 LOT 8
BLOCK 3
BLOCK 2
BLOCK 10
BLOCK 12BLOCK 11 BLOCK 14BLOCK 13
BLOCK 8
30' FL-FL
36' FL-FL
36' FL-FL
30' FL-FL
30' FL-FL
DETENTION POND
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
LOT 4
LOT 159 LOT 157 LOT 156LOT 158
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
IRRIGATION
OUTLET
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
PROPOSED GAS LINE (TYPICAL)
PROPOSED
ELECTRICAL LINE (TYPICAL)LOT 1LOT 10
15' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT
20' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT
20' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT
20' IRRIGATION
EASEMENT
BY SEPARATE
DOCUMENT LOT 9
30' TRACT
20' TRACT
30' TRACT
30' TRACT
20' TBC-EOC
20' TBC-EOC
20' TBC-EOC
20' TBC-EOC
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
TRACT V
DE
5'
S
I
D
E
W
A
L
K
8"
W
A
T
E
R
PROPOSED FIRE
HYDRANT
4' MAINTENANCE
PATH
12' GRAVEL ACCESS ROAD
6' UTILITY
EASEMENT
TRACT P
UDE
8"
W
A
T
E
R
8"
S
A
N
I
T
A
R
Y
8"
W
A
T
E
R
8"
S
A
N
I
T
A
R
Y
EX
I
S
T
I
N
G
3
0
"
S
T
O
R
M
PROPOSED CONNECTION
TO EXISTING STORM
DRAIN
8"
S
A
N
I
T
A
R
Y
8" WATER
8" WATER
8" SANITARY
8" WATER
8" SANITARY
TRACT B
DE
TRACT I
UDA&EAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
TRACT A
D&UE
TRACT B
D&UE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
BLOCK 6BLOCK 5
BLOCK 1 BLOCK 2
Sheet
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c
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NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
UT1 UT2 UT3
MA
T
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H
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S
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S
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UT
3
MA
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1
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN BICYCLE OR VEHICLE WHEEL PATHS.
6.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC.
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
UT2
UT
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P
L
A
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13
1
1
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B
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2
N
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F
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-
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S
M.
O
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01
/
1
0
/
2
0
2
4
W
W
S
S
S
S
S
S
2W
G
S W
IRR IRR IRR IRR IRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
2W
2W
W
W
S
S
S
S
S
S
2W
S
S
S
S
S
S
2W
S
2W
2W
S
2W
2W
2W
2W
S
S
S
S
S
S
W
S
S
2W
W
2W
2W
2W
S
S
S
S
S
S
S
S
S S S S
2W
G G G G G G G G G G
GGGGGGG
G G G G G G G G G G
G
G
G G G G G G G G G G GGGGGG
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G G G G
G
G
G
G
E
E
E E
E E
E E E
EE E
E
E
EEEEE
E
E
T
T
T
VAULT
VAULT
VAULT VAULT VAULT
E E E E
E E E E E E E E E E
E E E E E E E E
E E E E E E E E
E
E E E
E
E
E
E
E
E
WSS WWSS WWSS WWSS WWSS WWSS WWSS W SWWSS
E
E
E
E
E
W
W
2W
S
S
S
S
S
S
S
S
2W
W
W
2W
WW
CO
R
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A
AV
E
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
HYD F ES
XXXXXXX
X X
X
X
X
X
X
X
X
X
X
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
XXXXXXXX
X
W
W
W
W
W
W
W
W
X
X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
X
TI
M
B
E
R
L
I
N
E
R
O
A
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DETENTION POND
63' ROW
59' ROW
WESTCHASE
ROAD
CO
R
O
N
A
A
V
E
N
U
E
BO
N
S
A
I
L
N
LI
N
E
L
N
BA
M
B
O
O
L
N
CA
N
E
L
N
CRESTED LARK STREET
CONNECT TO EXISTING
8" WATER STUB
CONNECT TO EXISTING
16" DUCTILE IRON WATERLINE
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
PROPOSED TEMPORARY FIRE HYDRANT
SSMH B5
SSMH B3-1A SSMH B3-2A
SSMH B6
SSMH B3-1 SSMH B3-2
SSMH B3-1B
SSMH B3-3
SSMH B3-2B
8" SANITARY
8" SANITARY
8"
S
A
N
I
T
A
R
Y
8"
S
A
N
I
T
A
R
Y
8" WATER
57.5' HALF
ROW
TRACT K
UDA&EAE
TRACT L
DAE
TRACT O
DAE
TRACT D DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10 LOT 6LOT 13LOT 12 LOT 14
STORM DRAIN C
BLOCK 4
MODIFY CONCRETE
IRRIGATION STRUCTURE
WITH PROPOSED INLET
30' FL-FL
36' FL-FL
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED IRRIGATION
OUTLET
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
PROPOSED GAS LINE (TYPICAL)
PROPOSED
ELECTRICAL LINE (TYPICAL)
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
30' TRACT 30' TRACT
30' TRACT30' TRACT
20' TBC-EOC20' TBC-EOC
20' TBC-EOC 20' TBC-EOC
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
8"
W
A
T
E
R
8"
W
A
T
E
R
8" WATER
8" SANITARY
8" WATER
TRACT I
UDA&EAE
TRACT E
A&UE
TRACT F
A&UE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 3
LOT 5
LOT 1
LOT 2
LOT 1
BLOCK 8BLOCK 7BLOCK 6
BLOCK 2 BLOCK 3 BLOCK 4
TRACT N UDA&EAE
Sheet
TI
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c
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NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UT3
UT
I
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P
L
A
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14
KEYMAP
UT1 UT2 UT3
MA
T
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H
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I
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S
E
E
S
H
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UT
2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN BICYCLE OR VEHICLE WHEEL PATHS.
6.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL SANITARY SEWER SERVICES SHALL BE 4" PVC.
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
1
1
TI
M
B
E
R
L
A
R
K
2
N
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F
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01
/
1
0
/
2
0
2
4
WSSS
W
W
S
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S
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S
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S
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S
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W W W W W W W W WW
WW WW WW WW WW
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G G G G G G G G
G
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G
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GGG
EE
EE
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EE
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EE
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EE EE
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W
W
S
S
W
W
S
S
W
W
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S
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D
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EL
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C
BR
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D
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D
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
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SS
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
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ST
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A
D
RED WILLOW DRIVE
TULIPWOOD LN
DE
S
E
R
T
L
A
R
K
S
T
R
E
E
T
MASKED LARK STREET
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
10
+
0
0
11
+
0
0
12
+
0
0
13+00 14+00 15+00 16+00
17
+
0
0
18
+
0
0
SSMH AB
STA 10+00.00
N: 98141.68
E: 204026.85
129.90 LF 8" PVC @ 0.40%
SSMH B2
STA 12+59.40
N: 98141.24
E: 204286.24
173.00 LF 8" PVC @ 0.40%
SSMH B3
STA 14+32.40
N: 98314.24
E: 204286.54
258.00 LF 8" PVC @ 0.40%
SSMH B1
STA 11+29.90
N: 98141.46
E: 204156.74
LOT 7
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 9
LOT 2
LOT 8 LOT 10LOT 6 LOT 9LOT 7
LOT 3LOT 5 LOT 4 LOT 1LOT 2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6
BLOCK 13
BLOCK 14
BL
O
C
K
3
57'
ROW
30'
FL - FL
36'
FL - FL
63'
ROW
SANITARY SEWER B1
SEE SHEET SS12
SANITARY SEWER B3
SEE SHEET SS13
SANITARY SEWER B4
SEE SHEET SS10
SANITARY SEWER A
SEE SHEET SS1 - SS3
RED WILLOW DRIVE
TULIPWOOD LN
MASKED LARK STREET
LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6
TRACT A
D&UE
LOT 8
BLOCK 5 BLOCK 1 BLOCK 1
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
30
"
R
C
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=
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3
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9
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6
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9
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6
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2
7
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9
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129.90 LF 8" PVC @ 0.40%
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9
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2
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9
2
1
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6
(
N
)
IN
V
.
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U
T
4
9
2
0
.
9
6
(
W
)
173.00 LF 8" PVC @ 0.40%
258.00 LF 8" PVC @ 0.40%
49
3
4
.
3
1
49
3
4
.
4
8
49
3
4
.
6
5
49
3
4
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7
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49
3
4
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6
1
49
3
4
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49
3
4
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4
49
3
3
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9
5
49
3
3
.
9
6
49
3
4
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1
5
49
3
4
.
2
5
49
3
4
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5
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49
3
5
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0
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49
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5
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4
1
49
3
5
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7
8
49
3
6
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1
5
49
3
6
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5
3
49
3
6
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9
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49
3
7
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49
3
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6
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49
3
8
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49
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8
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4
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49
3
8
.
7
6
49
3
9
.
0
1
49
3
9
.
2
1
49
3
9
.
4
1
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
NORTH
SANITARY SEWER B
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
MA
T
C
H
LI
N
E
ST
A
16
+
5
0
ST
A
MA
T
C
H
L
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N
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SE
E
S
H
E
E
T
16
+
5
0
SS
1
0
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
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E
N
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:
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:
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r
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e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
SS9
PL
A
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A
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P
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4
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1
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1
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2
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ST
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ST
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ST
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BO
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S
A
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CRESTED LARK STREET
RE
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10+0011+00
12+00
ST
A
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1
0
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8
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9
2
.
5
6
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A
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1
+
4
2
.
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8
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A
.
1
1
+
7
4
.
5
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.
1
1
+
6
5
.
6
5
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.
1
2
+
1
6
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6
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A
.
1
2
+
3
8
.
7
3
SSMH B4
STA 10+00.00
N: 98572.24
E: 204286.97
209.50 LF 8" PVC @ 1.02%
SSMH B4-1
STA 12+09.50
N: 98572.59
E: 204077.47
LOT 7LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10LOT 2
LOT 8
LOT 10
LOT 6
LOT 9
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
30'
FL - FL
BLOCK 3
BL
O
C
K
1
4
BL
O
C
K
1
5
SANITARY SEWER B
SEE SHEET SS9 - SS11
SANITARY SEWER B
SEE SHEET SS9 - SS11
SANITARY SEWER B3-1
SEE SHEET SS14
RE
D
W
I
L
L
O
W
D
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W
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D
L
N
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
58'
ROW
LOT 2
LOT 4
LOT 3
LOT 7
LOT 6
TRACT A
D&UE
LOT 8
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
16+50 17+00 18+00 19+00 19+50
49
4
0
.
1
9
49
4
1
.
0
3
49
4
1
.
8
7
49
3
9
.
8
4
49
4
0
.
4
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49
4
0
.
6
1
49
4
0
.
8
2
49
4
1
.
2
5
49
4
1
.
4
6
49
4
1
.
6
7
49
4
1
.
9
5
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4
ST
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1
6
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9
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4
0
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M
4
9
4
0
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1
±
IN
V
.
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N
4
9
2
3
.
5
9
(
W
)
IN
V
.
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N
4
9
2
3
.
5
9
(
E
)
IN
V
.
O
U
T
4
9
2
3
.
2
9
(
S
)
411.56 LF 8" PVC @ 0.40%
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
6
+
8
0
.
4
0
IN
V
.
=
4
9
3
4
.
2
1
W
W
S
S
S
S
S
S
2W
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
2W
2W
W
S
S
S
2W
S
S
S
2W
S
GGGGGGG
G
G
G
G
G G G G G G G G G G G
G
G
G
G
G
G
G
G
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G
G
G
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G
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G
GG
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E
E E
EE
EE
E E E
EE E
E
EE
T
T
VAULT VAULTEEE
E
E
E
E
E
E E E E E E E E E E
E E E
E E
E
E
E
WWSS WWS S WWSS WWSS WWSS WWSS
W
2W
S
S
S
S
S
S
S
S
2W
W
2W
H Y D
X X X X X X X X X X X X
BO
N
S
A
I
L
N
CRESTED LARK STREET
15
+
0
0
16
+
0
0
17+00 18+00 19+00 20+00
ST
A
.
1
7
+
2
0
.
1
4
ST
A
.
1
7
+
4
2
.
8
1
ST
A
.
1
7
+
9
3
.
2
3
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A
.
1
8
+
1
5
.
9
0
ST
A
.
1
8
+
6
6
.
3
1
ST
A
.
1
8
+
8
8
.
9
8
ST
A
.
1
9
+
3
8
.
7
3
SSMH B4
STA 16+90.40
N: 98572.24
E: 204286.97
411.56 LF 8" PVC @ 0.40%
LOT 7LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10LOT 2
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 11 LOT 13LOT 12 LOT 14
30'
FL - FL
58'
ROW
BLOCK 3
BL
O
C
K
1
4
SANITARY SEWER B1
SEE SHEET SS12
SANITARY SEWER B3-1
SEE SHEET SS14
SANITARY SEWER B4
SEE SHEET SS10
TU
L
I
P
W
O
O
D
L
N
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
TRACT A
D&UE
LOT 8
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
TRACT B
D&UE
TRACT C
D&UETRACT E
A&UE
BLOCK 2 BLOCK 3
LOT 1 LOT 8
BLOCK 1
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+5010+0011+0012+0012+50
49
4
0
.
1
1
49
3
9
.
9
0
49
3
9
.
6
9
49
3
9
.
4
8
49
3
9
.
2
7
49
3
9
.
0
6
49
3
8
.
8
5
49
3
8
.
6
4
49
3
8
.
4
3
SS
M
H
B
4
-
1
ST
A
1
2
+
0
9
.
5
0
RI
M
4
9
3
8
.
4
±
IN
V
.
O
U
T
4
9
2
5
.
7
3
(
E
)
209.50 LF 8" PVC
@
1
.
0
2
%
SS
M
H
B
4
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
4
0
.
1
±
IN
V
.
I
N
4
9
2
3
.
5
9
(
W
)
IN
V
.
I
N
4
9
2
3
.
5
9
(
E
)
IN
V
.
O
U
T
4
9
2
3
.
2
9
(
S
)
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
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I
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N
G
I
E
H
T
R
O
N
R
N
FO
R
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C
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L
I
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S
:
3
0
1
N
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h
H
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s
S
t
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e
t
,
S
u
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e
1
0
0
,
8
0
5
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1
GR
E
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Y
:
8
2
0
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8
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6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
NORTH
SANITARY SEWER B4
MA
T
C
H
LI
N
E
ST
A
19
+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
SS
9
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
SS
1
1
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
SANITARY SEWER B
PROFILE SCALE:
MATCH
LINE
STA
16+50
SS10
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
S
E
W
E
R
B
&
B
4
24
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+50 20+00 21+00 22+00 23+00 24+00 25+00 25+50
SS
M
H
B
5
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A
2
1
+
0
1
.
9
6
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4
9
3
9
.
9
±
IN
V
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4
9
2
5
.
5
3
(
E
)
IN
V
.
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U
T
4
9
2
5
.
2
3
(
W
)
421.49 LF 8" PVC @ 0.40%
SS
M
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B
6
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A
2
5
+
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3
.
4
5
RI
M
4
9
3
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±
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7
.
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3
(
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)
49
4
1
.
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0
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4
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8
49
4
1
.
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3
49
4
0
.
6
7
49
4
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.
3
2
49
3
9
.
9
7
49
3
9
.
6
1
49
3
9
.
2
6
49
3
8
.
9
1
49
3
8
.
5
6
49
3
8
.
2
0
49
3
7
.
8
1
49
3
7
.
4
0
49
3
6
.
9
8
49
3
6
.
5
7
49
3
6
.
1
5
49
3
5
.
7
4
49
3
5
.
8
0
49
3
6
.
2
3
49
3
6
.
6
3
49
3
6
.
9
1
49
3
7
.
0
9
49
3
7
.
2
7
24
"
R
C
P
S
T
O
R
M
ST
A
.
=
2
3
+
8
5
.
5
5
IN
V
.
=
4
9
3
1
.
7
5
24
"
H
D
P
E
I
R
R
I
G
A
T
I
O
N
ST
A
.
=
2
3
+
7
0
.
6
9
IN
V
.
=
4
9
3
0
.
6
1
8"
P
V
C
W
A
T
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R
ST
A
.
=
2
0
+
2
3
.
9
0
IN
V
.
=
4
9
3
5
.
1
3
PROPOSED
GROUND
EXISTING
GROUND
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
G
S W
IRR IRR IRR IRR IRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
W
W
S
S
S
S
S
S
S
S
S
2W
2W
S
2W
GGG
G
G
G G G G G G G G G G GG
G
G
G
G
G
G
G
G
GG
E
E
E
E
E
EEEEE
E
E
VAULT
VAULT VAULTEEEEEE E E E
E E E E E E E E
E E E
E
E
E
E
E
E
WWSS WWSS WWSS WWSS WWSS W SWS
E
E
E
E
E
W
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
H Y D F ES
X X
X
X
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
XXXXXXXX
X
W
W
W
W
W
W
W
W
X
X
X
CO
R
O
N
A
A
V
E
N
U
E
LI
N
E
L
N
CRESTED LARK STREET
CO
R
O
N
A
A
V
E
TI
M
B
E
R
L
I
N
E
R
O
A
D
20+00 21+00 22+00 23+00 24+00 25+00
ST
A
.
1
9
+
6
6
.
4
0
ST
A
.
2
0
+
9
6
.
3
9
ST
A
.
2
1
+
1
9
.
0
6
ST
A
.
2
1
+
6
9
.
4
8
ST
A
.
2
1
+
9
2
.
1
5
ST
A
.
2
2
+
4
2
.
5
6
ST
A
.
2
2
+
6
5
.
2
3
ST
A
.
2
3
+
1
5
.
6
4
ST
A
.
2
3
+
3
8
.
3
1
ST
A
.
2
4
+
1
1
.
4
6
ST
A
.
2
4
+
4
1
.
4
0
ST
A
.
2
4
+
9
1
.
8
1
ST
A
.
2
5
+
1
8
.
4
6
LOT 14 LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2
TRACT D DE
TRACT L
DAE
BLOCK 4
SSMH B5
STA 21+01.96
N: 98571.55
E: 204698.53
421.49 LF 8" PVC @ 0.40%
SSMH B6
STA 25+23.45
N: 98570.91
E: 205120.02
SANITARY SEWER B3-2
SEE SHEET SS14
LOT 4
LOT 3
LOT 7
LOT 6
LOT 5
LOT 6
LOT 2
LOT 3
LOT 1
TRACT C
D&UE
TRACT D
D&UE
BLOCK 3
BLOCK 4
LOT 8
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
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e
t
,
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0
6
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0
.
2
2
1
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8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
NORTH
SANITARY SEWER B
MA
T
C
H
LI
N
E
ST
A
19
+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
SS
1
0
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
SS11
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
S
E
W
E
R
B
25
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WWWWWWWWWW
W WWWWWWWWW
UD UD UD UD
UD
GG
G
G
G
G
G
GG
G
G
G G G G
G
G G
G
G
G
G
G
G
G
G
GG
GGGGGGGG
G
G
G
G
G G G G G G G G
G
G
G
G
GGGGGGGG
G
G
G
G
G
G
G
G
G
G G
G
G
E E
E E
EE
EE E
EE
E
EEE
E EEE
E
E
T
VA
U
L
T
E
E
E
VAULT
VAULT VAULT
E
E
E
E
E
E
E
E E E E E E
E
E
E
E
E
EEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E E
W
W
S
S
W
W
S
S
W
W
S
S
HY
D
C
EC
S
D
EL
E
C
BR
K
RE
D
S
D
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
D
S
SS
SS
SS
ST
WE
S
T
C
H
A
S
E
RO
A
D
RED WILLOW DRIVE
MASKED LARK STREET
TULIPWOOD LN
DE
S
E
R
T
L
A
R
K
S
T
R
E
E
T
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
RED WILLOW DRIVE
SSMH B1-1
STA 13+77.50
N: 98518.96
E: 204157.38
377.50 LF 8" PVC @ 1.64%
SSMH B1
STA 10+00.00
N: 98141.46
E: 204156.74
10+0011+0012+0013+00
ST
A
.
1
3
+
7
2
.
5
0
ST
A
.
1
3
+
4
9
.
5
0
ST
A
.
1
3
+
0
0
.
5
0
ST
A
.
1
2
+
7
7
.
5
0
ST
A
.
1
2
+
2
8
.
5
0
ST
A
.
1
2
+
0
5
.
5
0
ST
A
.
1
1
+
5
6
.
5
0
ST
A
.
1
1
+
3
3
.
5
0
ST
A
.
1
0
+
8
4
.
5
0
ST
A
.
1
0
+
6
1
.
5
0
ST
A
.
1
0
+
5
8
.
5
0
ST
A
.
1
0
+
8
1
.
5
0
ST
A
.
1
1
+
3
0
.
5
0
ST
A
.
1
1
+
5
3
.
5
0
ST
A
.
1
2
+
0
2
.
5
0
ST
A
.
1
2
+
2
5
.
5
0
ST
A
.
1
2
+
7
4
.
5
0
ST
A
.
1
2
+
9
7
.
5
0
ST
A
.
1
3
+
4
6
.
5
0
ST
A
.
1
3
+
6
9
.
5
0
20'
8' UTILITY
EASEMENT
LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2 LOT 6
LOT 8LOT 10 LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 2
LOT 10
TR
A
C
T
C
D
E
BL
O
C
K
3
BLOCK 2
LOT 10 BLOCK 8TRACT G
DAE
TRACT O
DAE
SANITARY SEWER B
SEE SHEET SS9 - SS11
SANITARY SEWER B3
SEE SHEET SS13
SANITARY SEWER A
SEE SHEET SS1 - SS3
SANITARY SEWER B4
SEE SHEET SS10
SANITARY SEWER B
SEE SHEET SS9 - SS11
LOT 2LOT 4 LOT 3 LOT 1LOT 7 LOT 6LOT 8 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
TRACT A
D&UE
BLOCK 5BLOCK 1
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+5010+0011+0012+0013+0014+00
49
3
4
.
3
4
49
3
4
.
5
7
49
3
4
.
7
7
49
3
4
.
9
2
49
3
5
.
1
3
49
3
5
.
4
3
49
3
5
.
7
9
49
3
6
.
1
9
49
3
6
.
5
7
49
3
6
.
9
5
49
3
7
.
3
6
49
3
7
.
7
2
49
3
8
.
1
1
49
3
8
.
5
3
49
3
8
.
8
8
49
3
9
.
2
6
36
"
R
C
P
S
T
O
R
M
ST
A
.
=
1
0
+
1
0
.
0
0
IN
V
.
=
4
9
2
7
.
4
3
SS
M
H
B
1
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
3
4
.
3
±
IN
V
.
I
N
4
9
2
0
.
4
4
(
N
)
IN
V
.
I
N
4
9
2
0
.
4
4
(
E
)
IN
V
.
O
U
T
4
9
2
0
.
1
4
(
W
)
SS
M
H
B
1
-
1
ST
A
1
3
+
7
7
.
5
0
RI
M
4
9
3
9
.
3
±
IN
V
.
O
U
T
4
9
2
6
.
6
4
(
S
)
377.50 LF 8"
P
V
C
@
1
.
6
4
%
PROPOSED
GROUND
EXISTING
GROUND
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
NORTH
SANITARY SEWER B1
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
SS12
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
S
E
W
E
R
B
1
26
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
W
S
S
S
S
2W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
2W
W
S
S
S
S
2W
S
S
S
S
S
S
2W
S
2W
2W
S
2W
2W
2W
2W
S
S
S
S
S
S
W
S
S
2W
W
2W
2W
2W
S
S
S
S
S
S
S
S
S S S S
2W
G G
G
G
G
G
G G G G G G G G G G G
G
G
G
G
G G G G G G G G G G G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
G
G
G
G
G G G G
G
G
G
G
E
E
E E
E
EE
EE
E
EE
E
T
T
T
VAULTVAULT
VA
U
L
T
E E E
E
E
E
E
E
E
EE E E E
E E E E E
E
W
W
2W
S
S
S
S
S
S
S
S
2W
W
W
2W
WW
X
X
X
X
X
WESTCHASE ROAD
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
TU
L
I
P
W
O
O
D
L
N
BO
N
S
A
I
L
N
LI
N
E
L
N
BA
M
B
O
O
L
N
CA
N
E
L
N
10+00 11+00 12+00 13+00 14+00
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6
SSMH B3
STA 10+00.00
N: 98314.24
E: 204286.54
136.25 LF 8" PVC @ 0.40%
SSMH B3-1
STA 11+36.25
N: 98314.01
E: 204422.79
207.25 LF 8" PVC @ 0.40%
SSMH B3-2
STA 13+43.50
N: 98313.66
E: 204630.03
136.26 LF 8" PVC @ 0.40%
SSMH B3-3
STA 14+79.76
N: 98313.43
E: 204766.30
63'
ROW
LOT 2
LOT 5
LOT 4
LOT 4
LOT 3
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 3
LOT 5LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
LOT 1
BLOCK 8BLOCK 5 BLOCK 7BLOCK 6
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
TRACT N UDA&EAE
TRACT K
UDA&EAE
TRACT I
UDA&EAE
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00
49
3
7
.
0
1
49
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6
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5
9
49
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49
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49
3
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3
4
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49
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49
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3
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3
3
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9
136.25 LF 8" PVC @ 0.40%
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V
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9
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1
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3
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5
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4
9
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9
±
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4
9
2
3
.
1
0
(
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)
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4
9
2
3
.
1
0
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)
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V
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4
9
2
3
.
1
0
(
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)
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V
.
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U
T
4
9
2
2
.
8
0
(
W
)
207.25 LF 8" PVC @ 0.40%
SS
M
H
B
3
-
2
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A
1
3
+
4
3
.
5
0
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M
4
9
3
4
.
5
±
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N
4
9
2
4
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2
3
(
E
)
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V
.
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4
9
2
4
.
2
3
(
N
)
IN
V
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4
9
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4
.
2
3
(
S
)
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V
.
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U
T
4
9
2
3
.
9
3
(
W
)
136.26 LF 8" PVC @ 0.40%
SS
M
H
B
3
-
3
ST
A
1
4
+
7
9
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6
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3
4
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4
9
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7
7
(
W
)
30
"
R
C
P
S
T
O
R
M
ST
A
.
=
1
4
+
5
0
.
6
9
IN
V
.
=
4
9
2
8
.
5
2
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
3
+
3
3
.
5
0
IN
V
.
=
4
9
2
8
.
6
2
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
1
+
2
6
.
2
5
IN
V
.
=
4
9
2
9
.
9
7
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
PROPOSED
GROUND
EXISTING
GROUND
NORTH
SANITARY SEWER B3
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
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I
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:
3
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e
r
i
n
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.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
SS13
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
S
E
W
E
R
B
3
27
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
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G
-
L
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I
S
I
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M.
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.
M
01
/
1
0
/
2
0
2
4
W
W
S
SS
SS
S
2W
G
2W
2W
W
W
S
SS
SS
S2WSSS
SSS2W S 2W
2WS
2W
2W
2W
2W
S
S
S
S
S
S
WS
S
2W
W2W
2W
2W
S
S
S
S
S
S
S
S
S
S
S
S 2W
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G G
GGGG
GGGG
G G G G
G
G
GGG
G
G
G
G
G
G
G G G
E
E
E
E
EE
E
E
E
E
E
T
TT
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
W W2W
SS S
SSS S
S
2W
WW2W
W
W
WE
S
T
C
H
A
S
E
R
O
A
D
BONSAI LN
LINE LN
BAMBOO LN
CANE LN
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
10+0011+0012+0013+00
SSMH B3-1B
STA 13+48.00
N: 98178.51
E: 204422.56
135.50 LF 8" PVC @ 0.40%
SSMH B3-1
STA 12+12.50
N: 98314.01
E: 204422.79
212.50 LF 8" PVC @ 0.40%
SSMH B3-1A
STA 10+00.00
N: 98526.51
E: 204423.14
ST
A
.
1
3
+
2
7
.
0
0
ST
A
.
1
3
+
0
7
.
0
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.
1
2
+
8
7
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0
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1
2
+
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7
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1
+
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0
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1
1
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8
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A
.
1
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+
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0
+
9
8
.
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0
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5
1
.
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0
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0
+
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9
.
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1
0
+
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.
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1
3
+
3
0
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0
0
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A
.
1
3
+
4
8
.
0
2
SANITARY SEWER B3-2
SEE SHEET SS14
SANITARY SEWER B
SEE SHEET SS9 - SS11
SANITARY SEWER B3
SEE SHEET SS13
LOT 2LOT 3LOT 4LOT 5
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
LOT 1
LOT 4LOT 3
LOT 2LOT 5 LOT 4
LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6 LOT 8
LOT 7 LOT 5LOT 6LOT 8 LOT 2LOT 3 LOT 1
LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6 LOT 8
LOT 7 LOT 5LOT 6LOT 8 LOT 2LOT 3 LOT 1LOT 3
LOT 5
LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2
LOT 1
BLOCK 7
BLOCK 8
BLOCK 6
BLOCK 5 BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
TR
A
C
T
N
U
D
A
&
E
A
E
ST
A
.
1
3
+
4
8
.
0
2
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+5010+0011+0012+0013+0014+00
49
4
0
.
1
2
49
3
9
.
1
1
49
3
8
.
1
0
49
3
7
.
0
9
49
3
6
.
0
8
49
3
5
.
2
9
49
3
4
.
9
3
49
3
4
.
7
7
49
3
4
.
2
4
49
3
4
.
2
4
49
3
4
.
7
7
49
3
4
.
6
9
49
3
4
.
5
4
49
3
4
.
3
9
49
3
4
.
2
4
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
SS
M
H
B
3
-
2
A
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
4
0
.
1
±
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V
.
O
U
T
4
9
2
5
.
0
8
(
S
)
212.50 LF 8" PVC @ 0.40%
SS
M
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B
3
-
2
ST
A
1
2
+
1
2
.
5
0
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M
4
9
3
4
.
5
±
IN
V
.
I
N
4
9
2
4
.
2
3
(
E
)
IN
V
.
I
N
4
9
2
4
.
2
3
(
N
)
IN
V
.
I
N
4
9
2
4
.
2
3
(
S
)
IN
V
.
O
U
T
4
9
2
3
.
9
3
(
W
)
135.55 LF 8" PVC @ 0.40%
SS
M
H
B
3
-
2
B
ST
A
1
3
+
4
8
.
0
5
RI
M
4
9
3
4
.
3
±
IN
V
.
O
U
T
4
9
2
4
.
7
7
(
N
)
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
2
+
2
2
.
5
0
IN
V
.
=
4
9
2
8
.
5
7
15
"
H
D
P
E
S
T
O
R
M
ST
A
.
=
1
0
+
7
6
.
5
0
IN
V
.
=
4
9
3
2
.
5
8
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+5010+0011+0012+0013+0014+00
49
4
0
.
7
8
49
3
9
.
9
0
49
3
9
.
0
3
49
3
8
.
1
5
49
3
7
.
2
8
49
3
6
.
5
9
49
3
6
.
2
7
49
3
6
.
1
1
49
3
5
.
5
8
49
3
5
.
5
8
49
3
6
.
3
0
49
3
6
.
1
8
49
3
5
.
8
6
49
3
5
.
5
5
49
3
5
.
2
4
PROPOSED
GROUND
EXISTING
GROUND
SS
M
H
B
3
-
1
A
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
4
0
.
8
±
IN
V
.
O
U
T
4
9
2
3
.
9
5
(
S
)
212.50 LF 8" PVC @ 0.40%
SS
M
H
B
3
-
1
ST
A
1
2
+
1
2
.
5
0
RI
M
4
9
3
5
.
9
±
IN
V
.
I
N
4
9
2
3
.
1
0
(
S
)
IN
V
.
I
N
4
9
2
3
.
1
0
(
E
)
IN
V
.
I
N
4
9
2
3
.
1
0
(
N
)
IN
V
.
O
U
T
4
9
2
2
.
8
0
(
W
)
135.50 LF 8" PVC @ 0.40%
SS
M
H
B
3
-
1
B
ST
A
1
3
+
4
8
.
0
0
RI
M
4
9
3
5
.
3
±
IN
V
.
O
U
T
4
9
2
3
.
6
4
(
N
)
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
2
+
2
2
.
5
0
IN
V
.
=
4
9
2
9
.
9
4
15
"
H
D
P
E
S
T
O
R
M
ST
A
.
=
1
0
+
7
6
.
5
0
IN
V
.
=
4
9
3
4
.
4
6
W
W
S
SS
SS
S
2W
G
2W
2W
W
W
S
SS
SS
S2WSSS
SSS2W S 2W
2WS
2W
2W
2W
2W
S
S
S
S
S
S
WS
S
2W
W2W
2W
2W
S
S
S
S
S
S
S
S
S
S
S
S 2W
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G G
GGGG
GGGG
G G G G
G
G
GGG
G
G
G
G
G
G
G G G
E
E
E
E
EE
E
E
E
E
E
T
TT
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
W W2W
SS S
SSS S
S
2W
WW2W
W
W
WE
S
T
C
H
A
S
E
R
O
A
D
BONSAI LN
LINE LN
BAMBOO LN
CANE LN
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
10+0011+0012+0013+00
SSMH B3-2B
STA 13+48.05
N: 98178.11
E: 204629.81
135.55 LF 8" PVC @ 0.40%
SSMH B3-2
STA 12+12.50
N: 98313.66
E: 204630.03
212.50 LF 8" PVC @ 0.40%
SSMH B3-2A
STA 10+00.00
N: 98526.16
E: 204630.39
ST
A
.
1
3
+
4
8
.
0
5
ST
A
.
1
3
+
4
8
.
0
5
ST
A
.
1
3
+
2
4
.
0
0
ST
A
.
1
3
+
1
0
.
0
0
ST
A
.
1
2
+
8
4
.
0
0
ST
A
.
1
2
+
7
0
.
0
0
ST
A
.
1
1
+
6
1
.
0
0
ST
A
.
1
1
+
3
5
.
0
0
ST
A
.
1
1
+
2
1
.
0
0
ST
A
.
1
0
+
9
5
.
0
0
ST
A
.
1
0
+
4
6
.
0
0
ST
A
.
1
0
+
3
2
.
0
0
ST
A
.
1
0
+
0
6
.
0
0
ST
A
.
1
0
+
0
9
.
0
0
ST
A
.
1
0
+
2
9
.
0
0
ST
A
.
1
0
+
4
9
.
0
0
ST
A
.
1
0
+
9
8
.
0
0
ST
A
.
1
1
+
1
8
.
0
0
ST
A
.
1
1
+
3
8
.
0
0
ST
A
.
1
1
+
5
8
.
0
0
ST
A
.
1
2
+
6
7
.
0
0
ST
A
.
1
2
+
8
7
.
0
0
ST
A
.
1
3
+
0
7
.
0
0
ST
A
.
1
3
+
2
7
.
0
0
SANITARY SEWER B
SEE SHEET SS9 - SS11
SANITARY SEWER B3
SEE SHEET SS13
SANITARY SEWER B3-1
SEE SHEET SS14
LOT 2LOT 3LOT 4LOT 5
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
LOT 1
LOT 4LOT 3
LOT 2LOT 5 LOT 4
LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6 LOT 8
LOT 7 LOT 5LOT 6LOT 8 LOT 2LOT 3 LOT 1
LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6 LOT 8
LOT 7 LOT 5LOT 6LOT 8 LOT 2LOT 3 LOT 1LOT 3
LOT 5
LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 1 LOT 2
LOT 1
BLOCK 7
BLOCK 8
BLOCK 6
BLOCK 5 BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
TR
A
C
T
N
U
D
A
&
E
A
E
NORTH
SANITARY SEWER B3-1B
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
PROFILE SCALE:
SANITARY SEWER B3-2B
SS14
PL
A
N
A
N
D
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
S
E
W
E
R
B
3
-
1
&
B
3
-
2
28
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
W
W
S
SS
SS
S
2W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W W W W W W W W WW
WW WW WW WW WW
2W
2W2W
2W
2W
2W
S
S
S
S
S
S
WS
S
S
S
G G
G
G
G
G
G
G G
G
G
G
G
G
G
GGGG
G
G
G
GG
G
G
G
G
G
G
G
G
G
GG GGGG
G G G G G G G G
G
G
G
G
GGGGGGGG
G
G
G
G
G GG
G
G
G
GGG
G
G
EE
EE
EE
E
E
E
EE
E
EE
E
EE EE
E
E
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
E
E
E
VAULT
VAULTVAULT
E
E
E
EEEEEE
E
E
E
E
E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEE
W
W
S
S
W
W
S
S
W
W
S
S
W
W
S
S
W
S
SS S
SSS S
S
2W
WW2W
W
EC
EL
E
C
BR
K
RE
D
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
SS
SS
SS
ST
ST
ST
SS
FA
L
C
O
N
R
I
D
G
E
D
R
I
V
E
MASKED LARK STREET
TULIPWOOD LN
BONSAI LNBAMBOO LN
DE
S
E
R
T
L
A
R
K
S
T
R
E
E
T
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
23
+
0
0
24
+
0
0
25+00 26+00 27+00 28+00
43.28 LF 8" PVC
N
4
5
°
0
5
'
4
6
.
5
6
"
E
142.39 LF 8" PVC N00° 05' 46.56"ESTA. 24+10.04
45° BEND w/ RJ
N:98131.3085
E:204245.6213
STA. 24+53.32
45° BEND w/ RJ
N:98161.8637
E:204276.2792
STA. 25+95.72
8"x8" TEE w/ RJ
8" GV (N,E)
N:98304.26
E:204276.52
STA. 28+53.72
8"x8" TEE w/ RJ
8" GV (S,E)
N:98562.26
E:204276.95
LOT 1 LOT 2
LOT 10 LOT 9 LOT 6LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2
LOT 7
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 9
LOT 10
258.00 LF 8" PVC N00° 05' 46.56"E
LOT 6LOT 3 LOT 4 LOT 5
ST
A
.
2
4
+
9
8
.
2
2
ST
A
.
2
5
+
1
0
.
2
2
ST
A
.
2
5
+
7
0
.
2
2
ST
A
.
2
5
+
8
2
.
2
2
ST
A
.
2
6
+
4
2
.
2
2
ST
A
.
2
6
+
5
4
.
2
2
ST
A
.
2
7
+
2
6
.
2
2
ST
A
.
2
7
+
1
4
.
2
2
ST
A
.
2
7
+
9
8
.
2
2
ST
A
.
2
7
+
8
6
.
2
2
36'
FL - FL
63'
ROW
9' UTILITY EASEMENT
9' UTILITY
EASEMENT
LOT 9LOT 7 LOT 8 LOT 10
TRACT O
DAE
BLOCK 14
BLOCK 13
LOT 1
LOT 2
LOT 11
BL
O
C
K
3
WATERLINE C
SEE SHEET WT5 - WT8
WATERLINE C
SEE SHEET WT5 - WT8
WATERLINE H
SEE SHEET WT13
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
TRACT A
D&UE
LOT 2 LOT 4LOT 3LOT 1 LOT 7LOT 6 LOT 8LOT 5LOT 4LOT 3LOT 2LOT 1
BLOCK 5 BLOCK 1
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00
49
2
8
.
6
5
49
2
7
.
1
4
49
3
0
.
2
0
49
3
1
.
6
4
49
3
2
.
8
8
49
3
4
.
1
2
49
2
8
.
6
3
49
2
8
.
6
7
49
2
8
.
7
0
49
2
8
.
7
2
49
2
9
.
1
1
49
2
9
.
4
7
49
2
9
.
8
4
49
3
0
.
5
6
49
3
0
.
9
2
49
3
1
.
2
9
49
3
1
.
9
5
49
3
2
.
2
6
49
3
2
.
5
7
49
3
3
.
1
9
49
3
3
.
5
0
49
3
3
.
8
1
49
3
4
.
4
3
49
3
4
.
7
4
ST
A
.
2
3
+
8
2
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3
45
°
V
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.
B
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w
/
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=
4
9
2
4
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3
0
ST
A
.
2
3
+
9
7
.
2
45
°
V
E
R
T
.
B
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N
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w
/
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.
=
4
9
2
4
.
3
0
ST
A
.
2
4
+
0
1
.
6
45
°
V
E
R
T
.
B
E
N
D
w
/
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J
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O
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P
.
=
4
9
2
8
.
7
7
ST
A
.
2
3
+
7
7
.
9
45
°
V
E
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T
.
B
E
N
D
w
/
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J
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=
4
9
2
8
.
7
2
ST
A
.
2
4
+
5
3
.
3
2
45
°
B
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w
/
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.
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.
=
4
9
2
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5
2
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A
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2
4
+
1
0
.
0
4
45
°
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E
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w
/
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.
=
4
9
2
8
.
9
0
ST
A
.
2
5
+
9
5
.
7
2
8"
x
8
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T
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w
/
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G
V
(
N
,
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)
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O
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=
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9
3
1
.
5
9
ST
A
.
2
8
+
5
3
.
7
2
8"
x
8
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T
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E
w
/
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G
V
(
S
,
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)
T.
O
.
P
.
=
4
9
3
4
.
7
9
42
"
R
C
P
S
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A
.
=
2
3
+
8
9
.
7
4
IN
V
.
=
4
9
2
6
.
1
7
8"
P
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C
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A
N
I
T
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Y
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A
.
=
2
4
+
2
4
.
1
8
T.
O
.
P
.
=
4
9
2
1
.
5
3
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
2
8
+
6
3
.
7
2
T.
O
.
P
.
=
4
9
2
4
.
3
8
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
TOP OF
PIPE
PROPOSED
GROUND
118 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
3
+
4
4
.
9
0
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
4
+
6
3
.
3
2
10 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
5
+
9
0
.
7
2
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
6
+
0
0
.
7
2
80 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
7
+
7
3
.
7
2
EN
D
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C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
8
+
5
3
.
7
2
5' MIN.
18" MIN.
KEYMAP
NORTH
WATERLINE B
MATCH
LINE
STA
22+50
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
22
+
5
0
WT
3
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
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S
I
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:
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1
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8
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1
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E
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i
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g
.
c
o
m
of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
WT4
PL
A
N
A
N
D
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
B
32
1
1
TI
M
B
E
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L
A
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K
2
N
D
F
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-
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V
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S
I
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M.
O
.
M
01
/
1
0
/
2
0
2
4
W
W
S
S
S
S
S
S
2W
G
WWSSSSS
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
2W
2W
W
W
S
S
S
S
S
S
2W
S
S
S
S
S
2W
S
2W
2W
S
WWWW
2W
GGGGGGGG
G
G
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GG
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E
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EE
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EE
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EE E
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VAULT
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T
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VAULT VAULTEEE
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EEEE
E E E E
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E E E E E
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WWSS WWS S WWSS WWSS WWSS WWSS
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H Y D
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H YDXXXXXXXXXXXXXXXXXX
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L
N
244.50 LF 8" PVC
S89° 54' 13.44"E
261.00 LF 8" PVC
S89° 54' 13.44"E
136.25 LF 8" PVC
S89° 54' 13.44"E
207.25 LF 8" PVC
S89° 54' 13.44"E
STA. 23+24.23
8"x8" CROSS
8" GV (E,S,W)
N:98562.70
E:204015.95
STA. 25+85.23
8"x8" TEE w/ RJ
8" GV (S,E)
N:98562.26
E:204276.95
STA. 27+21.48
8"x8" TEE w/ RJ
8" GV (S,E)
N:98562.03
E:204413.20
LOT 14LOT 10LOT 8 LOT 9 LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10 LOT 13LOT 12LOT 2 LOT 7
LOT 8
LOT 10
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 6
LOT 9
LOT 7
30'
FL - FL
58'
ROW
9' UTILITY EASEMENT
LOT 3
LOT 5
LOT 4
LOT 2
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
ST
A
.
2
2
+
2
9
.
2
3
ST
A
.
2
2
+
4
1
.
2
3
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2
3
+
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2
4
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.
2
7
+
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4
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3
.
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A
.
2
8
+
3
3
.
5
6
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A
.
2
8
+
7
6
.
2
3
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE G
SEE SHEET WT12
BLOCK 3
TRACT C DE
TRACT E
A&UE
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
LOT 2
LOT 4
LOT 3
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 2
LOT 3
LOT 1
LOT 2
LOT 4
LOT 3
LOT 7
LOT 6
LOT 8
BLOCK 1 BLOCK 2 BLOCK 3
TRACT K
UDA&EAE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
49
3
3
.
4
2
49
2
8
.
8
6
49
3
3
.
2
4
49
3
4
.
0
8
49
3
5
.
7
5
49
3
5
.
8
8
49
3
3
.
7
7
49
3
3
.
0
7
49
3
2
.
7
1
49
3
2
.
3
6
49
3
2
.
6
2
49
3
3
.
0
4
49
3
3
.
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3
3
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6
6
49
3
3
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8
7
49
3
4
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2
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49
3
4
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5
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49
3
4
.
7
0
49
3
5
.
1
2
49
3
5
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3
3
49
3
5
.
5
4
49
3
5
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49
3
5
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9
1
49
3
5
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8
9
49
3
5
.
8
6
49
3
5
.
8
5
49
3
5
.
8
3
8" PVC
8" PVC
8" PVC
ST
A
.
2
2
+
7
9
.
6
45
°
V
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.
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/
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=
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4
1
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45
°
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.
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4
1
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3
+
0
3
.
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45
°
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°
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=
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3
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5
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3
+
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4
.
2
3
8"
x
8
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G
V
(
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,
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,
W
)
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.
=
4
9
3
2
.
6
1
ST
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2
5
+
8
5
.
2
3
8"
x
8
"
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E
w
/
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G
V
(
S
,
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)
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.
=
4
9
3
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.
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9
ST
A
.
2
7
+
2
1
.
4
8
8"
x
8
"
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w
/
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V
(
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,
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)
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=
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9
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5
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3
30
"
R
C
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.
=
2
3
+
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4
.
6
5
T.
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.
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.
=
4
9
2
8
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2
1
12
"
P
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S
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=
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3
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3
4
.
2
3
T.
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=
4
9
2
2
.
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3
8"
P
V
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A
.
=
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5
+
9
5
.
2
3
T.
O
.
P
.
=
4
9
2
3
.
9
4
TOP OF
PIPE
PROPOSED
GROUND
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
10 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
5
+
8
0
.
2
3
EN
D
M
E
C
H
.
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E
S
T
R
A
I
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T
ST
A
:
2
5
+
9
0
.
2
3
10 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
7
+
1
6
.
4
8
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
7
+
2
6
.
4
8
5' MIN.
18" MIN.
24
"
R
C
P
S
T
O
R
M
ST
A
.
=
2
2
+
8
9
.
5
6
IN
V
.
=
4
9
3
0
.
1
6
94 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
2
+
4
2
.
6
2
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
3
+
3
6
.
5
9
KEYMAP
NORTH
WATERLINE C
MA
T
C
H
LI
N
E
ST
A
21
+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
21
+
5
0
WT
6
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
29
+
0
0
WT
8
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
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H
T
R
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R
N
FO
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C
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L
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:
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i
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e
1
0
0
,
8
0
5
2
1
GR
E
E
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:
8
2
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e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
MA
T
C
H
LI
N
E
ST
A
29
+
0
0
WT7
PL
A
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D
P
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T
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35
1
1
TI
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2
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/
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S W
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IR
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IR
R
IR
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VAULT VAULTEEEEEE E E E
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CRESTED
LARK
STREET207.25 LF 8" PVC
S89° 54' 13.44"E
403.71 LF 8" PVC
S89° 54' 13.44"E
210.17 LF 8" PVC
S89° 54' 13.44"E
STA. 29+28.73
8"x8" CROSS
8" GV (E,S,W)
N:98561.68
E:204620.45
STA. 33+32.44
8"x6" SWIVEL TEE w/ RJ
FH ASSEMBLY
8" GV (W)
6" GV (S)
N:98561.00
E:205024.17
STA. 35+42.61
CONNECT TO EXISTING
16" DIP WATERLINE
w/ TAPPING SLEEVE & T.B.
8" GV (W)
N:98560.65
E:205234.34
TRACT D DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2 LOT 6LOT 14
BLOCK 4
29+00 30+00 31+00 32+00 33+00 34+00 35+00
ST
A
.
2
9
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.
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.
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9
58'
ROW
30'
FL - FL
9' UTILITY EASEMENT
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
TRACT C
D&UE
TRACT D
D&UE
LOT 2
LOT 4
LOT 3
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 2
LOT 3
LOT 1
BLOCK 3 BLOCK 4
TRACT K
UDA&EAE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
49
3
4
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8" PVC
8" PVC 8" PVC
8" PVC
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4
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3
0
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5
6
TOP OF
PIPE
PROPOSED
GROUND
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
18" MIN.
5' MIN.
80 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
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S
T
R
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:
3
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+
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1
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.
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S
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:
3
5
+
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2
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6
1
103 FT OF MECH RESTRAINT
BE
G
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.
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ST
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:
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+
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4
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4
4
EN
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ST
A
:
3
3
+
3
7
.
4
4
KEYMAP
NORTH
WATERLINE C
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
MA
T
C
H
LI
N
E
ST
A
29
+
0
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
29
+
0
0
WT
7
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
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:
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i
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g
.
c
o
m
of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
WT8
PL
A
N
A
N
D
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
C
36
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
49
3
1
.
5
9
49
3
1
.
4
2
49
3
1
.
2
6
49
3
1
.
0
9
49
3
0
.
9
2
49
3
0
.
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5
49
3
0
.
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9
49
3
0
.
4
2
49
3
0
.
2
5
49
3
0
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0
8
49
2
9
.
9
2
49
2
9
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7
5
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2
9
.
5
8
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2
9
.
4
1
49
2
9
.
2
6
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9
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1
3
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2
9
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0
0
49
2
8
.
8
7
49
2
7
.
3
8
49
2
8
.
6
8
8" PVC
8" PVC
ST
A
.
1
4
+
7
2
.
7
45
°
V
E
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T
.
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D
w
/
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J
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O
.
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=
4
9
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8
.
6
7
ST
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.
1
4
+
7
0
.
7
45
°
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.
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w
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J
T.
O
.
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.
=
4
9
2
6
.
6
9
ST
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.
1
4
+
4
8
.
6
45
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.
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8"
x
6
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18" MIN.
80 FT OF MECH RESTRAINT
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10 FT OF MECH RESTRAINT
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1
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W
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2W
W
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2W
S
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2W
S
2W
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2W
2W
2W
2W
S
S
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S
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S
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2W
W
2W
2W
2W
S
S
S
S
S
S
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S S S S
2W
G G
G
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G G G G G G G G G G G
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G G G G G G G G G G G
G
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G G G
G
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G G G G
G
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EE
E
EE
E
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T
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VAULTVAULT
VA
U
L
T
E E E
E
E
E
E
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E E E E E
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W
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X
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WESTCHASE ROAD
MA
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D
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TU
L
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P
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A
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BA
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CA
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L
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MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
10+00
11+00 12+00 13+00 14+00
136.25 LF 8" PVC
S89° 54' 13.44"E
116.66 LF 8" PVC S89° 54' 13.44"E 90.59 LF 8" PVC S89° 54' 13.44"E
148.77 LF 8" PVC
S89° 54' 13.44"E
STA.=14+92.27
TEMP. FH ASSEMBLY
8"x6" REDUCER (W)
8" GV (W)
N:98303.43
E:204768.79
STA. 13+43.50
8"x8" CROSS
8" GV (N,E,S)
N:98303.68
E:204620.02
STA. 12+52.91
8"x6" SWIVEL TEE w/ RJ
FH ASSEMBLY
6" GV (S)
N:98303.83
E:204529.43
STA. 11+36.25
8"x8" CROSS
8" GV (N,E,S)
N:98304.03
E:204412.77
STA. 10+00.00
8"x8" TEE w/ RJ
8" GV (N,E)
N:98304.26
E:204276.52
36'
FL - FL
63'
ROW
9' UTILITY EASEMENT
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6BL
O
C
K
1
4
TR
A
C
T
H
UD
A
WATERLINE B
SEE SHEET WT2 - WT4
WATERLINE B
SEE SHEET WT2 - WT4
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
WATERLINE I
SEE SHEET WT14 - WT15
TRACT E
A&UE
TRACT F
A&UE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
LOT 2
LOT 5
LOT 4
LOT 4
LOT 3
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 7
LOT 5
LOT 6
LOT 2
LOT 3
LOT 3
LOT 5LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 1
BLOCK 6 BLOCK 8BLOCK 5 BLOCK 7
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
TRACT K
UDA&EAE
TRACT I
UDA&EAE
KEYMAP
NORTH
WATERLINE H
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
WT13
PL
A
N
A
N
D
P
R
O
F
I
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WA
T
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c
o
m
of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
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-
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01
/
1
0
/
2
0
2
4
W
W
S
S S
S S
S
2W
G
2W
2W
W
W
S
S S
S S
S 2W S SS
S S S2WS2W
2W S
2W
2W
2W
2W
S
S
S
S
S
S
W S
S
2W
W 2W
2W
2W
S
S
S
S
S
S
S
S
S
S
S
S2W
GG
G
G
G
G
G
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G
G
G
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G
G
G
G
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G G G G
G
G
G
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G G
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G
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G G
G
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G G G G
G G G G
GGGG
G
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G G G
G
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GGG
E
E
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E
E
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E
E
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E
E
T
T T
T
VA
U
L
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VA
U
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U
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U
L
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E
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EEEE
E E E
W
S
S
W
W
S
S
W
W
S
S
W
W
S
S
W
W
S
S
WW2W
S SS
S S SS
S
2W
W W2W
W
W
EL
E
C
BR
K
R
H
Y
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
FA
L
C
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R
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CORONA AVE
WE
S
T
C
H
A
S
E
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O
A
D
CORONA AVENUE
BONSAI
LN
LINE LN
BAMBOO
LN
CANE LN
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
10+00
11+00 12+00 13+00
14+00
15+00
16
+
0
0
17
+
0
0
18+0019+0020+0021+00
LOT 1
LOT 2
LOT 11
LOT 8
LOT 9
LOT 10
LOT 13
LOT 12
LOT 14
STA. 11+42.92
8"x8" CROSS
8" GV (E,S,W)
N:98561.68
E:204620.45
STA. 14+00.92
8"x8" CROSS
8" GV (N,E,S)
N:98303.68
E:204620.02
STA. 15+43.42
45° BEND w/ RJ
N:98161.1799
E:204619.7786
STA. 15+71.71
45° BEND w/ RJ
N:98141.2136
E:204599.7450
STA. 10+18.69
22.5° BEND w/ RJ
N: 98685.91
E: 204620.66
STA. 10+00.00
CONNECT TO
EXISTING 8" WATERLINE
w/ 22.5° BEND w/ RJ
8" GV (N)
N: 98703.19
E: 204613.54
18.69 LF 8" PVC
S22° 24' 13.44"E
28.28 LF 8" PVC
S45° 05' 46.56"W
124.23 LF 8" PVC S00° 05' 46.56"W 258.00 LF 8" PVC S00° 05' 46.56"W 142.50 LF 8" PVC S00° 05' 46.56"W
ST
A
.
1
5
+
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5
.
4
2
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.
1
4
+
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+
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7
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2
20'10' UTILITY
EASEMENT
20'
BL
O
C
K
3
TRACT O
DAE
WATERLINE C
SEE SHEET WT5 - WT8
WATERLINE C
SEE SHEET WT5 - WT8
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
BLOCK 6
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 7
BLOCK 5
BLOCK 8
LOT 2 LOT 3 LOT 4
LOT 5LOT 1
LOT 4
LOT 3
LOT 2 LOT 5LOT 4
LOT 2
LOT 4
LOT 3 LOT 1LOT 7
LOT 6LOT 8
LOT 7
LOT 5
LOT 6 LOT 8LOT 2 LOT 3LOT 1
LOT 2
LOT 4
LOT 3 LOT 1
LOT 7
LOT 6LOT 8
LOT 7
LOT 5
LOT 6
LOT 8LOT 2 LOT 3
LOT 1
LOT 3
LOT 5
LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 1LOT 2
LOT 1
ST
A
.
1
3
+
4
6
.
4
2
STA. 15+86.46
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
13+00 14+00 15+00 16+00 16+50
8" PVC
8" PVC
8" P
V
C
8" PV
C
8" PVC
ST
A
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PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
TOP OF
PIPE
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
EXISTING
8" PVC WATERLINE
29 FT OF MECH RESTRAINT
BE
G
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N
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48 FT OF MECH RESTRAINT
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7
1
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5' MIN.
15
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44 FT OF MECH RESTRAINT
BE
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T
ST
A
:
1
2
+
5
8
.
1
8
KEYMAP
NORTH
WATERLINE I
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
MATCH
LINE
STA
16+50
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
WT
1
5
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
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S
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c
o
m
of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
WT14
PL
A
N
A
N
D
P
R
O
F
I
L
E
WA
T
E
R
L
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N
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I
42
1
1
TI
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B
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A
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K
2
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M.
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M
01
/
1
0
/
2
0
2
4
W
W
S
S S
S S
S
2W
G
2W
2W
W
W
S
S S
S S
S 2W S SS
S S S2WS2W
2W S
2W
2W
2W
2W
S
S
S
S
S
S
W S
S
2W
W 2W
2W
2W
S
S
S
S
S
S
S
S
S
S
S
S2W
GG
G
G
G
G
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G
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G G G G
G
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G G
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G G G G
G G G G
GGGG
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T
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T
VA
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EEEE
E E E
W
S
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S SS
S S SS
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W
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EL
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BR
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D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
FA
L
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CORONA AVE
WE
S
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C
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A
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O
A
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CORONA AVENUE
BONSAI
LN
LINE LN
BAMBOO
LN
CANE LN
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
10+00
11+00 12+00 13+00
14+00
15+00
16
+
0
0
17
+
0
0
18+0019+0020+0021+00
LOT 1
LOT 2
LOT 11
LOT 8
LOT 9
LOT 10
LOT 13
LOT 12
LOT 14
STA. 17+28.96
45° BEND w/ RJ
N:98141.4778
E:204442.4952
STA. 17+71.38
45° BEND w/ RJ
N:98171.5281
E:204412.5457
STA. 19+03.88
8"x8" CROSS
8" GV (N,E,S)
N:98304.03
E:204412.77
STA. 21+61.88
8"x8" TEE w/ RJ
8" GV (E,S)
N:98562.03
E:204413.20
157.25 LF 8" PVC
N89° 54' 13.44"W
42.43 LF 8" PVC
N44° 54' 13.44"W
132.50 LF 8" PVC N00° 05' 46.56"E258.00 LF 8" PVC N00° 05' 46.56"E
ST
A
.
2
1
+
0
7
.
3
8
ST
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2
1
+
2
7
.
3
8
ST
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+
3
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+
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9
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STA. 17+13.96
20'
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
20'
BL
O
C
K
3
TRACT O
DAE
WATERLINE C
SEE SHEET WT5 - WT8
WATERLINE C
SEE SHEET WT5 - WT8
ST
A
.
2
0
+
8
7
.
3
8
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
TRACT F
A&UE
BLOCK 6
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 7
BLOCK 5
BLOCK 8
LOT 2 LOT 3 LOT 4
LOT 5LOT 1
LOT 4
LOT 3
LOT 2 LOT 5LOT 4
LOT 2
LOT 4
LOT 3 LOT 1LOT 7
LOT 6LOT 8
LOT 7
LOT 5
LOT 6 LOT 8LOT 2 LOT 3LOT 1
LOT 2
LOT 4
LOT 3 LOT 1
LOT 7
LOT 6LOT 8
LOT 7
LOT 5
LOT 6
LOT 8LOT 2 LOT 3
LOT 1
LOT 3
LOT 5
LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 1LOT 2
LOT 1
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
16+5017+0018+0019+0020+0021+0022+00
49
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8" PVC
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8" PVC
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7
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D
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=
4
9
3
5
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3
2
8"
P
V
C
S
A
N
I
T
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R
Y
ST
A
.
=
1
9
+
1
3
.
8
8
T.
O
.
P
.
=
4
9
2
3
.
4
5
PROPOSED GROUND
@ PIPE CENTERLINE
EXISTING GROUND
@ PIPE CENTERLINE
TOP OF
PIPE
PROPOSED
GROUND
ST
A
.
1
7
+
2
8
.
9
6
45
°
B
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D
w
/
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9
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.
8
8
8"
x
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C
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G
V
(
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(
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62 FT OF MECH RESTRAINT
BE
G
I
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C
H
.
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S
T
R
A
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T
ST
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:
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1
.
3
8
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
7
+
1
8
.
9
6
5' MIN.
15
"
H
D
P
E
S
T
O
R
M
ST
A
.
=
2
0
+
4
9
.
8
8
IN
V
.
=
4
9
3
4
.
5
9
KEYMAP
NORTH
WATERLINE I
MATCH
LINE
STA
16+50
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
WT
1
4
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
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E
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T
I
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c
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of 103
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER
DISTRICT, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A 5' MINIMUM AND 6' MAXIMUM WATER LINE COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.
9.ALL SINGLE WATER SERVICES SHALL BE 3/4" TYPE K COPPER. ALL DUAL WATER
SERVICES SHALL BE 1" TYPE K COPPER TO METER PIT. SEE CONSTRUCTION DETAILS
FOR INFORMATION ON SIZES AND TYPICAL LAYOUT
10.ALL 6" PVC FIRE HYDRANT BRANCHES SHALL BE FULLY RESTRAINED PER FCLWD
STANDARDS UNLESS OTHERWISE NOTES
11.MECHANICAL JOINT RESTRAINT LENGTHS SHALL BE GOVERNED BY THE FCLWD JOINT
RESTRAINT CHART. SEE DETAIL 206 SHEET D2
FCLWD WEBSITE:(https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2F
fclwd.com%2Fwp-content%2Fuploads%2F2019%2F09%2FJoint-Restraint-Requirements
.doc&wdOrigin=BROWSELINK)
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
WT15
PL
A
N
A
N
D
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
I
43
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
S
S
S
S
W
W W
W
UD UD UD
2W
2W
2W
S
S
S
S
S S
G
G
G
G
G
G G G G G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
G
G
G
GGGG
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
E
E
E
E
E
E E E E E E E E
E
E E
E
E
E
E E E E W
DD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
BA
M
B
O
O
L
N
DESERT LARK STREET
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
10
+
0
0
11+0012+0013+00
INLET A3-1 (SUMP)
STA 10+96.45
N: 98156.36
E: 204214.06
INLET A2 (SUMP)
STA 10+63.51
N: 98122.06
E: 204229.02
33.03 LF 42" RCP @ 2.08%
2' CONCRETE PAN
LOT 10LOT 1
BL
O
C
K
1
3
BL
O
C
K
1
4
STMH A3 (5' Ø)
STA: 10+96.48
N: 98151.36
E: 204214.06
63
.
5
1
L
F
4
2
"
R
C
P
@
2
.
0
7
%
5.00 LF 24" RCP @ 2.00%
STORM DRAIN B
SEE SHEET SD9
FES A1
STA 10+00.00
N: 98058.58
E: 204227.04
ST JUNCTION A4_WQ WEIR
STA 13+30.31
N: 98151.77
E: 203980.20
63
.
5
1
L
F
4
2
"
R
C
P
@
2
.
0
7
%
233.86 LF 36" RCP @ 0.50%
EX
I
S
T
I
N
G
3
0
"
R
C
P
EX
I
S
T
I
N
G
1
2
"
P
V
C
PROPOSED SCOUR STOP
SEE SHT EC5 FOR DETAIL
TRACT O
DAE
LOT 3
LOT 4
LOT 5
LOT 3
LOT 2
LOT 1
BLOCK 6BLOCK 5
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+7510+0011+0012+0012+75
49
3
2
.
2
6
49
3
3
.
9
2
49
3
4
.
6
4
49
3
2
.
5
2
49
3
2
.
8
6
49
3
3
.
4
0
49
3
4
.
0
2
49
3
4
.
1
5
49
3
4
.
3
7
49
3
5
.
0
8
49
3
5
.
6
0
IN
L
E
T
A
2
(
S
U
M
P
)
ST
A
1
0
+
6
3
.
5
1
FL
.
E
L
4
9
3
3
.
4
±
IN
V
.
I
N
4
9
2
5
.
9
6
(
N
W
)
IN
V
.
O
U
T
4
9
2
5
.
9
6
(
S
)
ST
M
H
A
3
(
5
'
Ø
)
ST
A
1
0
+
9
6
.
4
1
RI
M
4
9
3
3
.
7
±
IN
V
.
I
N
4
9
2
8
.
1
4
(
N
)
IN
V
.
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N
4
9
2
7
.
1
4
(
W
)
IN
V
.
O
U
T
4
9
2
6
.
6
4
(
S
E
)
33.03 LF 42" RCP @ 2.08%63.51 LF 42" RCP @ 2.07%
233.86 LF 36" RCP @ 0.50%
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
1
0
+
8
5
.
1
7
T.
O
.
P
.
=
4
9
2
1
.
3
8
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
1
1
+
5
3
.
7
4
T.
O
.
P
.
=
4
9
2
1
.
3
0
EXISTING GROUND @
PIPE CENTERLINE
PROPOSED GROUND @
PIPE CENTERLINE
EXISTING
GROUND
PROPOSED
GROUND
10-YR HGL
18" MIN.
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
0
+
7
3
.
9
3
T.
O
.
P
.
=
4
9
2
4
.
3
2
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+75 10+00 10+50
ST
M
H
A
3
(
5
'
Ø
)
ST
A
9
+
9
9
.
9
6
RI
M
4
9
3
3
.
7
±
IN
V
.
I
N
4
9
2
8
.
1
4
(
N
)
IN
V
.
I
N
4
9
2
7
.
1
4
(
W
)
IN
V
.
O
U
T
4
9
2
6
.
6
4
(
S
E
)
IN
L
E
T
A
3
-
1
(
S
U
M
P
)
ST
A
1
0
+
0
4
.
9
6
FL
.
E
L
4
9
3
3
.
5
±
IN
V
.
O
U
T
4
9
2
8
.
2
4
(
S
)
5.00 LF 24" RCP @ 2.00%
EXISTING
GROUND @
PIPE CENTERLINE
PROPOSED GROUND @
PIPE CENTERLINE
EXISTING
GROUND
PROPOSED
GROUND
49
3
3
.
9
1
10-YR HGL
NORTH
STORM DRAIN A
MA
T
C
H
LI
N
E
ST
A
12
+
7
5
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
12
+
7
5
SD
2
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
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I
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E
E
R
N
G
I
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H
T
R
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R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
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1
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,
8
0
5
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1
GR
E
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n
g
.
c
o
m
of 103
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.SEE DETAIL SHEET EC5 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet A2 5' Type-R Per Detail
Inlet A3-1 10' Type-R Per Detail
Inlet A4-1S 10' Type-R Per Detail
Inlet A4-2S 12" Drain Basin Beehive Grate
Inlet A4-3S 12" Drain Basin Beehive Grate
Inlet A4-4S 12" Drain Basin Beehive Grate
Inlet A4-5S 12" Drain Basin Beehive Grate
Inlet A4-1N
FC Triple
Combination Per Detail
Inlet A4-3N 10' Type-R Per Detail
Inlet A4-4N 10' Type-R Per Detail
Inlet A4-5N Area Inlet Per Detail
Inlet A4-6N Area Inlet Per Detail
Inlet A6-1N 15' Type-R Per Detail
Inlet A6-1S 10' Type-R Per Detail
Inlet A6-2S 15" Drain Basin Beehive Grate
Inlet A6-3S 15" Drain Basin Beehive Grate
Inlet A6-4S 15" Drain Basin Beehive Grate
Inlet A7 15' Type-R Per Detail
Inlet C2 5' Type-R Per Detail
Inlet C3 10' Type-R Per Detail
Inlet E2 10' Type-R Per Detail
Inlet F2 12" Drain Basin Beehive Grate
Inlet F3 12" Drain Basin Beehive Grate
Inlet F4 12" Drain Basin Beehive Grate
Inlet F5 12" Drain Basin Beehive Grate
Pond Outlets
Outlet B2 Pond Outlet Per Detail
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SD1SD2SD3
PROFILE SCALE:
STORM DRAIN A3
SD1
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
A
&
A
3
44
PUBLIC
PUBLIC
(I
N
S
T
A
L
L
B
O
L
T
DO
W
N
W
A
T
E
R
T
I
G
H
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L
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L
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)
(I
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S
T
A
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L
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W
A
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G
H
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L
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)
1
1
TI
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B
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R
L
A
R
K
2
N
D
F
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L
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M.
O
.
M
01
/
1
0
/
2
0
2
4
ELEC
BRKRE
D
S XXXXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSS
SS
SS
ST ST ST
ST
ST
G G G G G
G
G
G G
G
G
G
9+
9
1
10
+
0
0
11+00
11+77
STORM DRAIN A
SEE SHEET SD1
149.57 LF
1
8
"
R
C
P
@
0
.
2
0
%
8.84 LF 24" RCP @ 0.20%
STMH B1
STA 10+00.00
N: 98021.07
E: 204141.68
OUTLET B3
STA 11+58.41
N: 98058.61
E: 204286.34
OUTLET B2
STA 11+49.57
N: 98050.02
E: 204288.42
TIE TO EXISTING
STORM MANHOLE
TRACT O
DAE
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00
49
3
2
.
9
3
49
3
3
.
0
0
49
3
1
.
5
6
49
2
9
.
2
3
49
2
6
.
6
0
49
2
5
.
7
4
49
2
5
.
2
6
49
2
3
.
0
8
149.57 LF 18" RCP @ 0.20%
ST
M
H
B
1
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
3
2
.
9
±
IN
V
.
I
N
4
9
2
2
.
6
8
(
E
)
IN
V
.
I
N
4
9
2
2
.
4
0
(
W
)
IN
V
.
O
U
T
4
9
2
2
.
2
2
(
S
)
OU
T
L
E
T
B
3
ST
A
1
1
+
5
8
.
4
1
IN
V
.
4
9
2
3
.
0
0
(
S
)
EXISTING
GROUND
PROPOSED
GROUND
100-YR HGL
EXISTING GROUND @
PIPE CENTERLINE
PROPOSED GROUND @
PIPE CENTERLINE
OU
T
L
E
T
B
2
ST
A
1
1
+
4
9
.
5
7
IN
V
.
4
9
2
2
.
9
8
(
N
)
IN
V
.
4
9
2
2
.
9
8
(
W
)
X
X
X
X
X
X
G G G G
G G G G
E E E
10
+
0
0
11
+
0
0
36
.
0
3
L
F
3
0
"
R
C
P
@
4
.
9
6
%
4
7
.
7
6
L
F
3
6
"
R
C
P
@
0
.
5
0
%
36
.
0
0
L
F
3
0
"
R
C
P
@
0
.
5
0
%
INLET C2 (SUMP)
STA 10+49.92
N: 98295.48
E: 204737.19
INLET C3 (SUMP)
STA 10+85.92
N: 98331.48
E: 204737.25
FES C4
STA 11+24.45
N: 98369.12
E: 204745.52
FES C1
STA 10+00.00
N: 98246.19
E: 204745.07
PROPOSED SCOUR STOP
SEE SHT EC5 FOR DETAIL
TRACT O
DAE
TRACT L
DAE
LOT 2
LOT 4
LOT 7
LOT 6
LOT 8
LOT 3
LOT 1
BLOCK 4
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 11+50
36.03 LF 30" RCP @ 4.96%
FE
S
C
4
ST
A
1
1
+
2
4
.
4
5
IN
V
.
4
9
3
0
.
4
0
(
S
)
IN
L
E
T
C
3
(
S
U
M
P
)
ST
A
1
0
+
8
5
.
9
2
FL
.
E
L
4
9
3
3
.
4
±
IN
V
.
I
N
4
9
2
8
.
6
1
(
N
)
IN
V
.
O
U
T
4
9
2
8
.
6
1
(
S
)
36.00 LF 30" RCP @ 0.50%
IN
L
E
T
C
2
(
S
U
M
P
)
ST
A
1
0
+
4
9
.
9
2
FL
.
E
L
4
9
3
3
.
4
±
IN
V
.
I
N
4
9
2
8
.
4
3
(
N
)
IN
V
.
O
U
T
4
9
2
8
.
4
3
(
S
)
47.76 LF 36" RCP @ 0.50%
FE
S
C
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
2
8
.
1
9
(
N
)
49
2
7
.
9
4
49
2
8
.
0
6
49
2
8
.
1
9
49
3
2
.
2
8
49
3
3
.
3
8
49
3
3
.
7
5
49
3
4
.
1
0
49
3
0
.
4
3
49
3
1
.
1
3
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
1
0
+
6
7
.
9
2
T.
O
.
P
.
=
4
9
2
5
.
3
4
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
0
+
5
7
.
9
2
T.
O
.
P
.
=
4
9
2
6
.
7
1
EXISTING
GROUND
PROPOSED
GROUND
EXISTING GROUND @
PIPE CENTERLINE
PROPOSED GROUND @
PIPE CENTERLINE
100-YR HGL
18" MIN.
KEYMAP
NORTH
STORM C
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
SD9
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
B
&
C
52
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.SEE DETAIL SHEET EC5 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet A2 5' Type-R Per Detail
Inlet A3-1 10' Type-R Per Detail
Inlet A4-1S 10' Type-R Per Detail
Inlet A4-2S 12" Drain Basin Beehive Grate
Inlet A4-3S 12" Drain Basin Beehive Grate
Inlet A4-4S 12" Drain Basin Beehive Grate
Inlet A4-5S 12" Drain Basin Beehive Grate
Inlet A4-1N
FC Triple
Combination Per Detail
Inlet A4-3N 10' Type-R Per Detail
Inlet A4-4N 10' Type-R Per Detail
Inlet A4-5N Area Inlet Per Detail
Inlet A4-6N Area Inlet Per Detail
Inlet A6-1N 15' Type-R Per Detail
Inlet A6-1S 10' Type-R Per Detail
Inlet A6-2S 15" Drain Basin Beehive Grate
Inlet A6-3S 15" Drain Basin Beehive Grate
Inlet A6-4S 15" Drain Basin Beehive Grate
Inlet A7 15' Type-R Per Detail
Inlet C2 5' Type-R Per Detail
Inlet C3 10' Type-R Per Detail
Inlet E2 10' Type-R Per Detail
Inlet F2 12" Drain Basin Beehive Grate
Inlet F3 12" Drain Basin Beehive Grate
Inlet F4 12" Drain Basin Beehive Grate
Inlet F5 12" Drain Basin Beehive Grate
Pond Outlets
Outlet B2 Pond Outlet Per Detail
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STORM B
B
C
PROFILE SCALE:PROFILE SCALE:
PRIVATE
PUBLIC
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
G G G G G G
G G G G G G G
10
+
0
0
42.43 LF 15" RCP @ 6.00%
INLET E2 (SUMP)
STA 10+42.43
N: 98127.76
E: 204523.93
FES E1
STA 10+00.00
N: 98085.34
E: 204523.01
PROPOSED SCOUR STOP
SEE SHT EC5 FOR DETAIL
TRACT N UDA&EAE
TRACT O
DAE
LOT 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
BLOCK 7BLOCK 6
TRACT F
A&UE
TRACT M
AE
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00
FE
S
E
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
2
4
.
5
3
(
N
)
42.43 LF 15" RCP @ 6.00%
IN
L
E
T
E
2
(
S
U
M
P
)
ST
A
1
0
+
4
2
.
4
3
FL
.
E
L
4
9
3
3
.
3
±
IN
V
.
O
U
T
4
9
2
7
.
0
8
(
S
)
49
2
4
.
6
7
49
3
0
.
7
8
49
3
3
.
5
2
EXISTING
GROUND
PROPOSED
GROUND
EXISTING GROUND @
PIPE CENTERLINE
PROPOSED GROUND @
PIPE CENTERLINE
100-YR HGL
KEYMAP
NORTH
STORM E
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
SD10
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
E
53
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.SEE DETAIL SHEET EC5 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet A2 5' Type-R Per Detail
Inlet A3-1 10' Type-R Per Detail
Inlet A4-1S 10' Type-R Per Detail
Inlet A4-2S 12" Drain Basin Beehive Grate
Inlet A4-3S 12" Drain Basin Beehive Grate
Inlet A4-4S 12" Drain Basin Beehive Grate
Inlet A4-5S 12" Drain Basin Beehive Grate
Inlet A4-1N
FC Triple
Combination Per Detail
Inlet A4-3N 10' Type-R Per Detail
Inlet A4-4N 10' Type-R Per Detail
Inlet A4-5N Area Inlet Per Detail
Inlet A4-6N Area Inlet Per Detail
Inlet A6-1N 15' Type-R Per Detail
Inlet A6-1S 10' Type-R Per Detail
Inlet A6-2S 15" Drain Basin Beehive Grate
Inlet A6-3S 15" Drain Basin Beehive Grate
Inlet A6-4S 15" Drain Basin Beehive Grate
Inlet A7 15' Type-R Per Detail
Inlet C2 5' Type-R Per Detail
Inlet C3 10' Type-R Per Detail
Inlet E2 10' Type-R Per Detail
Inlet F2 12" Drain Basin Beehive Grate
Inlet F3 12" Drain Basin Beehive Grate
Inlet F4 12" Drain Basin Beehive Grate
Inlet F5 12" Drain Basin Beehive Grate
Pond Outlets
Outlet B2 Pond Outlet Per Detail
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
E
PROFILE SCALE:
PRIVATE
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
W
W
S
S
S
S
S
S
2W
2W
2W
W
W
S
S
S
S
S
S
2W
S
S
S
S
S
S
2W
S
2W
2W
S
2W
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
EEE
E E
E E
EE E E
E T
T
T
W
W
2W
S
S
S
S
S
S
S
S
2W
W
W
2W
BO
N
S
A
I
LN
LI
N
E
L
N
10+0011+0012+0013+00
INLET F2
STA 10+02.41
N: 98449.53
E: 204710.26
FES F1
STA 9+70.69
N: 98449.48
E: 204741.98
INLET F5
STA 13+22.66
N: 98450.07
E: 204390.01
INLET F4
STA 12+13.66
N: 98449.88
E: 204499.01
INLET F3
STA 11+15.41
N: 98449.72
E: 204597.26
113.00 LF 15" HDPE @ 0.50%98.25 LF 15" HDPE @ 0.74%109.00 LF 15" HDPE @ 1.31%
31.72 LF 15" HDPE @ 0.50%
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+5010+0011+0012+0013+0013+50
49
3
2
.
7
4
49
3
3
.
0
5
49
3
4
.
6
2
49
3
5
.
2
7
49
3
6
.
2
4
49
3
7
.
1
9
49
3
7
.
2
9
49
3
7
.
3
0
49
3
7
.
8
0
49
3
7
.
6
1
49
3
7
.
4
2
49
3
7
.
7
2
49
3
8
.
3
6
49
3
8
.
3
9
49
3
8
.
3
0
49
3
6
.
7
8
49
3
6
.
9
0
EXISTING
GROUND
PROPOSED
GROUND
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
113.00 LF 15" HDPE @ 0.50%
IN
L
E
T
F
3
ST
A
1
1
+
1
5
.
4
1
FL
.
E
L
4
9
3
7
.
1
±
IN
V
.
I
N
4
9
3
2
.
7
4
(
W
)
IN
V
.
O
U
T
4
9
3
2
.
7
4
(
E
)
98.25 LF 15" HDPE @ 0.74%
IN
L
E
T
F
4
ST
A
1
2
+
1
3
.
6
6
FL
.
E
L
4
9
3
7
.
4
±
IN
V
.
I
N
4
9
3
3
.
4
7
(
W
)
IN
V
.
O
U
T
4
9
3
3
.
4
7
(
E
)
109.00 LF 15" HDPE @ 1.31%
IN
L
E
T
F
5
ST
A
1
3
+
2
2
.
6
6
FL
.
E
L
4
9
3
6
.
8
±
IN
V
.
O
U
T
4
9
3
4
.
8
9
(
E
)
FE
S
F
1
ST
A
9
+
7
0
.
6
9
FL
.
E
L
4
9
3
3
.
5
±
IN
V
.
I
N
4
9
3
2
.
0
2
(
W
)
IN
L
E
T
F
2
ST
A
1
0
+
0
2
.
4
1
FL
.
E
L
4
9
3
4
.
4
±
IN
V
.
I
N
4
9
3
2
.
1
8
(
W
)
IN
V
.
O
U
T
4
9
3
2
.
1
8
(
E
)
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
2
+
9
9
.
6
6
T.
O
.
P
.
=
4
9
3
2
.
9
9
8"
P
V
C
W
A
T
E
R
ST
A
.
=
1
0
+
9
2
.
4
1
T.
O
.
P
.
=
4
9
3
1
.
0
3
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
1
2
+
8
9
.
6
6
T.
O
.
P
.
=
4
9
2
4
.
3
3
8"
P
V
C
S
A
N
I
T
A
R
Y
ST
A
.
=
1
0
+
8
2
.
4
1
T.
O
.
P
.
=
4
9
2
5
.
4
6
100-YR HGL
18" MIN.
18" MIN.
31.72 LF 15" HDPE @ 0.50%
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROFILE SCALE:
Sheet
TI
M
B
E
R
L
A
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K
R
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S
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I
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c
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of 103
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.SEE DETAIL SHEET EC5 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet A2 5' Type-R Per Detail
Inlet A3-1 10' Type-R Per Detail
Inlet A4-1S 10' Type-R Per Detail
Inlet A4-2S 12" Drain Basin Beehive Grate
Inlet A4-3S 12" Drain Basin Beehive Grate
Inlet A4-4S 12" Drain Basin Beehive Grate
Inlet A4-5S 12" Drain Basin Beehive Grate
Inlet A4-1N
FC Triple
Combination Per Detail
Inlet A4-3N 10' Type-R Per Detail
Inlet A4-4N 10' Type-R Per Detail
Inlet A4-5N Area Inlet Per Detail
Inlet A4-6N Area Inlet Per Detail
Inlet A6-1N 15' Type-R Per Detail
Inlet A6-1S 10' Type-R Per Detail
Inlet A6-2S 15" Drain Basin Beehive Grate
Inlet A6-3S 15" Drain Basin Beehive Grate
Inlet A6-4S 15" Drain Basin Beehive Grate
Inlet A7 15' Type-R Per Detail
Inlet C2 5' Type-R Per Detail
Inlet C3 10' Type-R Per Detail
Inlet E2 10' Type-R Per Detail
Inlet F2 12" Drain Basin Beehive Grate
Inlet F3 12" Drain Basin Beehive Grate
Inlet F4 12" Drain Basin Beehive Grate
Inlet F5 12" Drain Basin Beehive Grate
Pond Outlets
Outlet B2 Pond Outlet Per Detail
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STORM DRAIN F
SD11
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
F
54
PRIVATE
1
1
TI
M
B
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R
L
A
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K
2
N
D
F
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L
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N
G
-
L
O
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E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
G
S W
IRR IRR IRR IRR IRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
W
W
S
S
S
S
S
S
2W
S
S
S
S
2W
S
2W
2W
S
2W
GGG
G
G
G G G G G G G G G G GG
G
G
G
G
G
G
G
G
G
G
GG
E
E
E
E
E
EEEEE
E
E
VAULT
VAULT VAULTEEEEEE E E E
E E E E E E E E
E E E
E
E
E
E
E
E
WWSS WWSS WWSS WWSS WWSS W SWSS
E
E
E
E
E
W
2W
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
H YD
F ES
X X
X
X
FO
FO
FO
FO
F
O
FO
FO
FO
FO
FO
XXXXXXXX
X
W
W
W
W
W
W
W
W
X
X
X
CO
R
O
N
A
A
V
E
N
U
E
CRESTED
LARK
STREET
CO
R
O
N
A
A
V
E
TI
M
B
E
R
L
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N
E
R
O
A
D
10
+
0
0
11
+
0
0
12
+
0
0
13+0014+0012.34 LF 24" HDPE @ 2.00%
IR INLET B4
STA 14+46.50
N: 98707.80
E: 204750.46 IRMH B3
STA 14+34.17
N: 98695.46
E: 204750.44
217.03 LF 24" HDPE @ 2.74%
IRMH B2
STA 12+17.14
N: 98695.10
E: 204967.47
217.15 LF 24" HDPE @ 0.50%
IR OUTLET B1
STA 10+00.00
N: 98477.95
E: 204967.11
LOT 6LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 14
TRACT D DE
TRACT L
DAE
BLOCK 4BLOCK 3
LI
N
E
L
N
30'
15' IRRIGATION EASEMENT
BY SEPARATE DOCUMENT
15' IRRIGATION
EASEMENT BY
SEPARATE DOCUMENT
LOT 2
LOT 4
LOT 3
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5
LOT 6
LOT 2
LOT 3
LOT 1
BLOCK 3 BLOCK 4
TRACT C
D&UE
TRACT D
D&UETRACT E
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+5010+0011+0012+0013+0014+0015+00
IR
I
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A
1
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4
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1
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9
±
IN
V
.
O
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T
4
9
3
7
.
4
2
(
S
)
12.34 LF
24" HDPE
@ 2.00%
IR
M
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B
3
ST
A
1
4
+
3
4
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1
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4
9
4
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±
IN
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4
9
3
7
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1
7
(
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)
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V
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4
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7
.
1
7
(
E
)
217.03
L
F
2
4
"
H
D
P
E
@
2
.
7
4
%
IR
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B
2
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2
+
1
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4
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9
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6
±
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V
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4
9
3
1
.
2
3
(
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)
IN
V
.
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T
4
9
3
1
.
2
3
(
S
)
217.15 LF 24" HDPE @ 0.50%
IR
O
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T
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E
T
B
1
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
3
9
.
3
±
IN
V
.
I
N
4
9
3
0
.
1
5
(
N
)
49
3
8
.
8
8
49
3
9
.
0
3
49
3
9
.
2
9
49
3
4
.
9
5
49
3
5
.
6
7
49
3
6
.
1
1
49
3
5
.
7
8
49
3
6
.
4
4
49
3
6
.
7
5
49
3
7
.
2
7
49
3
7
.
7
9
49
3
9
.
7
3
49
4
0
.
0
9
49
4
0
.
5
3
49
4
1
.
0
0
49
4
1
.
3
6
49
4
1
.
7
3
49
4
2
.
1
6
49
4
2
.
6
0
49
4
2
.
9
1
PROPOSED
GROUND
EXISTING
GROUND
8" PVC SANITARY
STA.=10+93.19
INV.=4926.61
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
8" PVC WATER
STA.=10+83.13
TOP=4928.92
Sheet
TI
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L
A
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K
R
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S
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g
i
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e
r
i
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g
.
c
o
m
of 103
KEYMAP
NORTH
IRRIGATION B
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROFILE SCALE:
IR3
PL
A
N
A
N
D
P
R
O
F
I
L
E
IR
R
I
G
A
T
I
O
N
B
58
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL IRRIGATION MANHOLES SHALL BE 4' DIAMETER
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
4.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
LEGEND:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
PROPOSED GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL SINGLE WATER SERVICE
UD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
EASEMENT LINE
PROPOSED STREET LIGHT
2WPROPOSED RESIDENTIAL DUAL WATER SERVICE
FOEXISTING GAS
PROPOSED STREET SIGN
PROPOSED TRANSFORMER VAULTT
(I
N
S
T
A
L
L
B
O
L
T
DO
W
N
W
A
T
E
R
T
I
G
H
T
MA
N
H
O
L
E
L
I
D
)
SE
E
D
E
T
A
I
L
1
1
1
3
S
H
E
E
T
D
1
2
(I
N
S
T
A
L
L
B
O
L
T
DO
W
N
W
A
T
E
R
T
I
G
H
T
MA
N
H
O
L
E
L
I
D
)
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
RE
D
W
I
L
L
O
W
DR
I
V
E
D
ST
ST
ST
ST
ST
ST
STA. = 20+72.76
(CRESTED LARK STREET)
STA. = 10+00.00
(ALLEY K)
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 7 LOT 6 LOT 5
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1
CRESTED LARK STREET
58' ROW
TRACT I
UDA&EAE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7LOT 2LOT 10
BLOCK 2
BLOCK 3
STA. = 23+24.26
(CRESTED LARK STREET)
STA. = 11+31.50
(RED WILLOW DRIVE)
STA. = 24+53.76
(CRESTED LARK STREET)
STA. = 10+00.00
(TULIPWOOD LANE)
STA. = 25+83.26
(CRESTED LARK STREET)
STA. = 28+56.69
(MASKED LARK STREET)
STA. = 27+14.51
(CRESTED LARK STREET)
STA. = 10+00.00
(BONSAI LANE)
STA. = 29+21.76
(CRESTED LARK STREET)
STA. = 11+31.50
(CORONA AVENUE)
STA. = 10+00.00
(LINE LN)
CORONA AVENUE
SEE SHEET
R3
BONSAI LN
SEE SHEET
R16
MASKED LARK
STREET
SEE SHEETS
R5 - R6
LINE LN
SEE SHEET
R16
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
LACEBARK LN
SEE SHEET
R15
TULIPWOOD LN
SEE SHEET
R15
CO
R
O
N
A
A
V
E
5' SIDEWALK
TRACT H
LOT 1 LOT 2LOT 11LOT 8 LOT 9 LOT 10 LOT 13LOT 12 LOT 14
LOT 9
LOT 10 LOT 1
LOT 2BL
O
C
K
1
3
BL
O
C
K
1
4
VERTICAL CURB
& GUTTER
ROLL OVER CURB
& GUTTER
VERTICAL CURB
& GUTTER
LOT 7LOT 6 LOT 8
LOT 9
LOT 10
LOT 2
TRACT G
DAE
BLOCK 12BLOCK 11
30' FL - FL
9' UTILITY EASEMENT
EXISTING
30" STORM DRAIN
VERTICAL CURB
& GUTTER
ROLL OVER CURB
& GUTTER
VERTICAL CURB
& GUTTER
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
PROPOSED DRIVEWAY IS
REQUIRED TO MEET ADA
REQUIREMENTS
SEE SHEET INT4
LOT 7
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
TRACT A
D&UE
TRACT B
D&UE TRACT C TRACT D
D&UETRACT E
LOT 9
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
49
3
9
.
8
6
49
3
8
.
4
6
49
3
7
.
7
4
49
3
8
.
5
7
49
3
9
.
4
1
49
4
0
.
2
5
49
4
1
.
1
0
49
4
1
.
9
1
49
4
1
.
2
8
49
4
0
.
9
2
49
4
0
.
5
6
49
4
0
.
2
1
49
3
9
.
5
1
49
3
9
.
1
6
49
3
8
.
8
1
49
3
8
.
1
1
49
3
7
.
8
0
49
3
7
.
6
7
49
3
7
.
9
4
49
3
8
.
1
5
49
3
8
.
3
6
49
3
8
.
7
8
49
3
8
.
9
9
49
3
9
.
2
0
49
3
9
.
6
2
49
3
9
.
8
3
49
4
0
.
0
4
49
4
0
.
4
6
49
4
0
.
6
7
49
4
0
.
8
8
49
4
1
.
3
1
49
4
1
.
5
2
49
4
1
.
7
3
49
4
1
.
9
5
49
4
1
.
8
6
49
4
1
.
6
2
49
4
0
.
9
2
49
4
0
.
5
7
49
4
0
.
2
2
0.84%-1.40%
-1.41%
100.0' VC
HP ELEV = 4941.95
HP STA = 28+20.74
PVI STA = 28+33.38
PVI ELEV = 4942.22
BV
C
S
:
2
7
+
8
3
.
3
8
BV
C
E
:
4
9
4
1
.
8
0
EV
C
S
:
2
8
+
8
3
.
3
8
EV
C
E
:
4
9
4
1
.
5
1
A.D. = 2.25
K = 44.41
72.8' VC
LP ELEV = 4937.67
LP STA = 22+79.02
PVI STA = 22+69.89
PVI ELEV = 4937.48
BC
V
S
:
2
2
+
3
3
.
4
7
BV
C
E
:
4
9
3
7
.
9
9
EC
V
S
:
2
3
+
0
6
.
3
1
EV
C
E
:
4
9
3
7
.
7
8
A.D. = 2.25
K = 32.43
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
PROPOSED
GROUND
EXISTING
GROUND
24
"
R
C
P
S
T
O
R
M
ST
A
.
=
2
2
+
7
7
.
5
8
IN
V
.
=
4
9
3
0
.
2
1
STA.=24+24.26
EL. = 4938.775
RED WILLOW DRIVE
STA.=25+83.26
EL. = 4940.113
MASKED LARK STREET
STA.=29+21.76
EL. = 4940.971
CORONA LANE
LINE LN
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
49
3
9
.
9
6
49
3
8
.
5
6
49
3
7
.
2
9
49
3
7
.
8
4
49
3
8
.
6
8
49
3
9
.
5
2
49
4
0
.
3
6
49
4
1
.
2
1
49
4
1
.
3
4
49
3
9
.
9
7
49
4
1
.
0
0
49
4
0
.
6
5
49
4
0
.
3
1
49
3
9
.
6
1
49
3
9
.
2
6
49
3
8
.
9
1
49
3
8
.
2
1
49
3
7
.
8
6
49
3
7
.
5
3
49
3
7
.
2
8
49
3
7
.
4
2
49
3
7
.
6
3
49
3
8
.
0
5
49
3
8
.
2
6
49
3
8
.
4
7
49
3
8
.
8
9
49
3
9
.
1
0
49
3
9
.
3
1
49
3
9
.
7
3
49
3
9
.
9
4
49
4
0
.
1
5
49
4
0
.
5
7
49
4
0
.
7
8
49
4
1
.
0
0
49
4
1
.
4
1
49
4
1
.
5
3
49
4
1
.
5
0
49
4
1
.
0
3
49
4
0
.
6
8
49
4
0
.
3
3
0.84%
0.84%
0.84%-1.41%-1.38%-1.41%
0.84%
-1.40%
0.00%
0.50%-0.97%
-0.50%
PV
I
S
T
A
=
2
1
+
0
9
.
9
2
PV
I
E
L
E
V
=
4
9
3
9
.
8
3
PV
I
S
T
A
=
2
2
+
6
9
.
5
6
PV
I
E
L
E
V
=
4
9
3
7
.
5
8
PV
I
S
T
A
=
2
2
+
9
8
.
7
0
PV
I
E
L
E
V
=
4
9
3
7
.
3
0
PV
I
S
T
A
=
2
3
+
0
8
.
7
0
PV
I
E
L
E
V
=
4
9
3
7
.
2
5
PV
I
S
T
A
=
2
3
+
2
0
.
0
2
PV
I
E
L
E
V
=
4
9
3
7
.
2
5
PV
I
S
T
A
=
2
3
+
4
4
.
5
6
PV
I
E
L
E
V
=
4
9
3
7
.
3
7
PV
I
S
T
A
=
2
4
+
9
0
.
9
2
PV
I
E
L
E
V
=
4
9
3
8
.
6
0
PV
I
S
T
A
=
2
6
+
2
0
.
4
2
PV
I
E
L
E
V
=
4
9
3
9
.
6
9
PV
I
S
T
A
=
2
7
+
5
1
.
6
7
PV
I
E
L
E
V
=
4
9
4
0
.
8
0
PV
I
S
T
A
=
2
9
+
5
8
.
9
3
PV
I
E
L
E
V
=
4
9
4
0
.
5
5
100.0' VC
HP ELEV = 4941.54
HP STA = 28+57.90
PVI STA = 28+70.54
PVI ELEV = 4941.80
BV
C
S
:
2
8
+
2
0
.
5
4
BV
C
E
:
4
9
4
1
.
3
8
EV
C
S
:
2
9
+
2
0
.
5
4
EV
C
E
:
4
9
4
1
.
0
9
A.D. = 2.25
K = 44.41
INLET A4-4N (SUMP)
INV. IN=4930.28 (N)
INV. OUT=4930.28 (S)
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
PROPOSED
GROUND
EXISTING
GROUND
STA.=23+61.42
EL. = 4937.515
RED WILLOW DRIVE
STA.=26+20.42
EL. = 4939.694
MASKED LARK STREET
STA.=29+58.93
EL. = 4940.552
CORONA LANE
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
49
3
9
.
0
8
49
3
7
.
6
7
49
3
7
.
4
8
49
3
8
.
3
2
49
3
9
.
1
8
49
4
0
.
0
2
49
4
0
.
8
4
49
4
1
.
5
0
49
4
0
.
5
0
49
3
9
.
1
0
49
4
0
.
1
3
49
3
9
.
7
8
49
3
9
.
4
3
49
3
8
.
7
3
49
3
8
.
3
8
49
3
8
.
0
3
49
3
7
.
3
9
49
3
7
.
2
1
49
3
7
.
3
0
49
3
7
.
6
9
49
3
7
.
9
0
49
3
8
.
1
1
49
3
8
.
5
3
49
3
8
.
7
4
49
3
8
.
9
6
49
3
9
.
3
9
49
3
9
.
6
1
49
3
9
.
8
2
49
4
0
.
2
3
49
4
0
.
4
3
49
4
0
.
6
3
49
4
1
.
0
5
49
4
1
.
2
6
49
4
1
.
4
5
49
4
1
.
4
2
49
4
1
.
1
9
49
4
0
.
8
5
49
4
0
.
1
5
49
3
9
.
8
0
49
3
9
.
4
5
0.87%
0.82%
0.84%
-1.40%
0.84%
-1.40%
-1.40%
0.84%0.50%
0.00%
-1.00%
-0.50%
PV
I
S
T
A
=
2
0
+
4
9
.
2
0
PV
I
E
L
E
V
=
4
9
3
9
.
7
9
PV
I
S
T
A
=
2
2
+
0
8
.
8
3
PV
I
E
L
E
V
=
4
9
3
7
.
5
5
PV
I
S
T
A
=
2
2
+
3
9
.
6
4
PV
I
E
L
E
V
=
4
9
3
7
.
2
4
PV
I
S
T
A
=
2
2
+
4
6
.
2
7
PV
I
E
L
E
V
=
4
9
3
7
.
2
1
PV
I
S
T
A
=
2
2
+
5
7
.
6
2
PV
I
E
L
E
V
=
4
9
3
7
.
2
1
PV
I
S
T
A
=
2
2
+
8
3
.
8
3
PV
I
E
L
E
V
=
4
9
3
7
.
3
4
PV
I
S
T
A
=
2
3
+
0
0
.
7
0
PV
I
E
L
E
V
=
4
9
3
7
.
4
8
PV
I
S
T
A
=
2
4
+
3
0
.
2
0
PV
I
E
L
E
V
=
4
9
3
8
.
5
7
PV
I
S
T
A
=
2
5
+
5
9
.
7
0
PV
I
E
L
E
V
=
4
9
3
9
.
6
9
PV
I
S
T
A
=
2
6
+
9
0
.
9
5
PV
I
E
L
E
V
=
4
9
4
0
.
7
6
100.0' VC
HP ELEV = 4941.50
HP STA = 27+97.37
PVI STA = 28+09.81
PVI ELEV = 4941.76
BV
C
S
:
2
7
+
5
9
.
8
1
BV
C
E
:
4
9
4
1
.
3
4
EV
C
S
:
2
8
+
5
9
.
8
1
EV
C
E
:
4
9
4
1
.
0
7
A.D. = 2.24
K = 44.64
INLET A4-4N (SUMP)
INV. IN=4930.28 (N)
INV. OUT=4930.28 (S)
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINEPROPOSED
GROUND
EXISTING
GROUND
STA.=23+00.70
EL. = 4937.481
RED WILLOW DRIVE
STA.=25+59.70
EL. = 4939.695
MASKED LARK STREET
STA.=28+98.20
EL. = 4940.528
LINE LN
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
MA
T
C
H
LI
N
E
ST
A
30
+
0
0
R2
PL
A
N
A
N
D
P
R
O
F
I
L
E
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
60
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
R2 R3
R1
R1
MA
T
C
H
LI
N
E
ST
A
20
+
0
0
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CRESTED LARK STREET
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
IRR IRR IRR IRR
IR
R
IR
R
IR
R
IR
R
F E
S
X
CRESTED LARK STREET
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1
TRACT D DE
LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6
TI
M
B
E
R
L
I
N
E
R
O
A
D
BLOCK 4 BLOCK 4
5' SIDEWALK
5' SIDEWALK
TRACT L
DAE
LOT 3
58'
ROW30' FL - FL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
24" IRRIGATION LATERAL
6'
S
I
D
E
W
A
L
K
R50'
∆
LOT 5
LOT 2
LOT 3
TRACT D
D&UE
F
ES
CORONA AVENUE
LINE LN
SEE SHEET
R16
CRESTED LARK
STREET
SEE SHEETS
R1 - R3
LI
N
D
E
N
P
A
R
K
P.
D
.
P
.
,
1
S
T
R
E
P
L
A
T
LO
T
3
LO
T
2
LI
N
D
E
N
P
A
R
K
P.
D
.
P
.
,
1
S
T
RE
P
L
A
T
LO
T
1
59' ROW
30' FL-FL
TRACT K
UDA&EAE
LOT 13
LOT 12
LOT 14
BLOCK 3
LOT 1
LOT 3
LOT 2
BLOCK 4
ROLL OVER CURB
& GUTTER
TRACT L
DAE
5' SIDEWALK
5' SIDEWALK
6' CONCRETE PAN
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STA. = 11+31.50
(CORONA AVENUE)
STA. = 10+00.00
(LINE LN)
STA. = 29+21.76
(CRESTED LARK STREET)
CONNECT TO EXISTING PAVEMENT
LOT 7LOT 5 LOT 6 LOT 8
LOT 2
LOT 3LOT 1
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 7
LOT 5 LOT 6 LOT 8
LOT 2
LOT 3
LOT 1
BLOCK 2
BLOCK 3
BLOCK 4
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT E
A&UE
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
30+00 31+00 32+00 33+00 34+00 35+00 36+00
49
3
8
.
4
6
49
3
6
.
8
6
49
3
5
.
9
2
49
3
9
.
5
1
49
3
9
.
1
6
49
3
8
.
8
1
49
3
8
.
1
0
49
3
7
.
6
9
49
3
7
.
2
8
49
3
6
.
4
5
49
3
6
.
0
3
49
3
5
.
6
2
49
3
6
.
3
5
49
3
6
.
7
5
-1.41%
1.60%
1.70%
-1.66%
PV
I
S
T
A
=
3
1
+
2
7
.
6
6
PV
I
E
L
E
V
=
4
9
3
8
.
0
7
PV
I
S
T
A
=
3
2
+
7
8
.
5
0
PV
I
E
L
E
V
=
4
9
3
5
.
5
6
PV
I
S
T
A
=
3
3
+
2
2
.
1
4
PV
I
E
L
E
V
=
4
9
3
6
.
3
0
PV
I
S
T
A
=
3
3
+
6
6
.
1
4
PV
I
E
L
E
V
=
4
9
3
7
.
0
0
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
PROPOSED
GRADE
EXISTING
GRADE
STA.=35+26.88
EL. = 4938.384
TIMBERLINE ROAD
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
30+00 31+00 32+00 33+00 34+00 35+00 36+00
49
3
8
.
5
6
49
3
7
.
0
6
49
3
5
.
7
3
49
3
9
.
6
2
49
3
9
.
2
7
49
3
8
.
9
1
49
3
8
.
2
1
49
3
7
.
8
6
49
3
7
.
4
8
49
3
6
.
6
5
49
3
6
.
2
5
49
3
5
.
9
3
49
3
5
.
7
0
49
3
5
.
8
2
-1.41%
-0.50%0.50%-1.00%
-1.45%
-1.66%
PV
I
S
T
A
=
3
1
+
6
4
.
8
3
PV
I
E
L
E
V
=
4
9
3
7
.
6
5
PV
I
S
T
A
=
3
2
+
4
0
.
6
7
PV
I
E
L
E
V
=
4
9
3
6
.
3
9
PV
I
S
T
A
=
3
2
+
6
5
.
6
7
PV
I
E
L
E
V
=
4
9
3
6
.
0
2
PV
I
S
T
A
=
3
2
+
9
0
.
6
7
PV
I
E
L
E
V
=
4
9
3
5
.
7
8
PV
I
S
T
A
=
3
3
+
1
5
.
6
7
PV
I
E
L
E
V
=
4
9
3
5
.
6
5
PV
I
S
T
A
=
3
3
+
5
8
.
9
6
PV
I
E
L
E
V
=
4
9
3
5
.
8
7
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
PROPOSED
GRADE
EXISTING
GRADE
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
30+00 31+00 32+00 33+00 34+00 35+00 36+00
49
3
7
.
7
1
49
3
5
.
9
7
49
3
8
.
7
5
49
3
8
.
4
0
49
3
8
.
0
5
49
3
7
.
3
0
49
3
6
.
8
8
49
3
6
.
4
0
49
3
5
.
6
7
49
3
5
.
4
9
49
3
5
.
5
7
-1.40%
0.50%1.00%
-1.66%
-2.03%
-1.50%
-0.50%-1.00%
PV
I
S
T
A
=
3
1
+
0
4
.
1
0
PV
I
E
L
E
V
=
4
9
3
7
.
6
5
PV
I
S
T
A
=
3
1
+
5
4
.
9
4
PV
I
E
L
E
V
=
4
9
3
6
.
8
0
PV
I
S
T
A
=
3
1
+
8
4
.
9
5
PV
I
E
L
E
V
=
4
9
3
6
.
1
9
PV
I
S
T
A
=
3
2
+
0
9
.
9
5
PV
I
E
L
E
V
=
4
9
3
5
.
8
2
PV
I
S
T
A
=
3
2
+
3
4
.
9
4
PV
I
E
L
E
V
=
4
9
3
5
.
5
7
PV
I
S
T
A
=
3
2
+
5
4
.
9
4
PV
I
E
L
E
V
=
4
9
3
5
.
4
7
PV
I
S
T
A
=
3
2
+
7
4
.
9
1
PV
I
E
L
E
V
=
4
9
3
5
.
5
7
PV
I
S
T
A
=
3
2
+
9
8
.
2
6
PV
I
E
L
E
V
=
4
9
3
5
.
8
0
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
PROPOSED
GRADE
EXISTING
GRADE
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00
49
4
4
.
6
2
49
4
3
.
8
0
49
4
2
.
8
6
49
4
2
.
0
4
49
4
1
.
2
8
49
4
0
.
9
9
-2.41%
-2.91%
-3.50%
-3.05
%
-3.75%
-4.01%
PV
I
S
T
A
=
9
+
8
3
.
2
1
PV
I
E
L
E
V
=
4
9
4
5
.
0
3
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
4
4
.
6
2
PV
I
S
T
A
=
1
0
+
1
3
.
8
8
PV
I
E
L
E
V
=
4
9
4
4
.
2
2
PV
I
S
T
A
=
1
1
+
1
9
.
8
8
PV
I
E
L
E
V
=
4
9
4
0
.
8
8
PV
I
S
T
A
=
1
1
+
3
3
.
7
1
PV
I
E
L
E
V
=
4
9
4
1
.
1
8
PV
I
S
T
A
=
1
1
+
4
6
.
7
1
PV
I
E
L
E
V
=
4
9
4
0
.
9
0
PV
I
S
T
A
=
1
0
+
6
3
.
8
8
PV
I
E
L
E
V
=
4
9
4
2
.
3
8
PV
I
S
T
A
=
1
1
+
1
6
.
8
8
PV
I
E
L
E
V
=
4
9
4
0
.
7
6
PV
I
S
T
A
=
1
0
+
2
7
.
2
2
PV
I
E
L
E
V
=
4
9
4
3
.
7
2
PV
I
S
T
A
=
1
0
+
3
8
.
8
8
PV
I
E
L
E
V
=
4
9
4
3
.
2
5
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
STA.=10+00.00
EL. = 4944.624
CORONA AVENUE
STA.=11+33.71
EL. = 4941.182
CRESTED LARK STREET
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00
49
4
4
.
7
6
49
4
3
.
8
9
49
4
2
.
9
0
49
4
1
.
9
3
49
4
1
.
0
3
49
4
0
.
5
2
-3.64%
-4.01%
-3.30%
-3.75%
-4.01%
-3.6
0
%
PV
I
S
T
A
=
9
+
8
4
.
9
7
PV
I
E
L
E
V
=
4
9
4
5
.
3
1
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
4
4
.
7
6
PV
I
S
T
A
=
1
1
+
4
8
.
9
3
PV
I
E
L
E
V
=
4
9
4
0
.
4
7
PV
I
S
T
A
=
1
1
+
2
2
.
0
9
PV
I
E
L
E
V
=
4
9
4
0
.
4
5
PV
I
S
T
A
=
1
1
+
3
5
.
9
3
PV
I
E
L
E
V
=
4
9
4
0
.
7
6
PV
I
S
T
A
=
1
0
+
6
6
.
0
9
PV
I
E
L
E
V
=
4
9
4
2
.
2
5
PV
I
S
T
A
=
1
0
+
1
4
.
4
3
PV
I
E
L
E
V
=
4
9
4
4
.
2
8
PV
I
S
T
A
=
1
0
+
2
9
.
4
3
PV
I
E
L
E
V
=
4
9
4
3
.
7
2
PV
I
S
T
A
=
1
0
+
4
1
.
0
9
PV
I
E
L
E
V
=
4
9
4
3
.
2
5
PV
I
S
T
A
=
1
1
+
1
9
.
0
9
PV
I
E
L
E
V
=
4
9
4
0
.
3
4
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
STA.=10+00.00
EL. = 4944.864
CORONA AVENUE
STA.=11+35.93
EL. = 4940.759
CRESTED LARK STREET
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
@ ROAD
CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
49
4
5
.
0
8
49
4
4
.
1
4
49
4
3
.
1
4
49
4
2
.
1
4
49
4
1
.
1
3
49
4
0
.
8
3
-3.24%
-2.00%
2.00%
2.20%
-3.7
5
%
-4.0
1
%
PV
I
S
T
A
=
9
+
8
2
.
3
9
PV
I
E
L
E
V
=
4
9
4
5
.
6
6
PV
I
S
T
A
=
9
+
9
8
.
2
7
PV
I
E
L
E
V
=
4
9
4
5
.
1
4
PV
I
S
T
A
=
1
1
+
1
4
.
6
6
PV
I
E
L
E
V
=
4
9
4
0
.
6
1
PV
I
S
T
A
=
1
1
+
1
7
.
6
6
PV
I
E
L
E
V
=
4
9
4
0
.
6
7
PV
I
S
T
A
=
1
1
+
3
1
.
5
0
PV
I
E
L
E
V
=
4
9
4
0
.
9
7
PV
I
S
T
A
=
1
0
+
2
5
.
0
0
PV
I
E
L
E
V
=
4
9
4
4
.
1
4
PV
I
S
T
A
=
1
1
+
1
1
.
6
6
PV
I
E
L
E
V
=
4
9
4
0
.
6
7
STA.=9+98.27
EL. = 4945.141
CORONA AVENUE
STA.=11+14.66
EL. = 4940.606
CRESTED LARK STREET
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
MA
T
C
H
LI
N
E
ST
A
30
+
0
0
R3
PL
A
N
A
N
D
P
R
O
F
I
L
E
CR
E
S
T
E
D
L
A
R
K
S
T
R
E
E
T
&
CO
R
O
N
A
A
V
E
N
U
E
61
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH FA
L
C
O
N
R
I
D
G
E
D
R
I
V
E
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CENTERLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
CENTERLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
R2 R3
R1
R1
R3
CRESTED LARK STREET CORONA AVENUE
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
D
D
D STSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST
MASKED LARK STREET
DE
S
E
R
T
L
A
R
K
S
T
R
E
E
T
STA. = 25+98.69
(MASKED LARK STREET)
STA. = 10+00.00
(WESTCHASE ROAD)
STA. = 28+56.69
(MASKED LARK STREET)
STA. = 25+83.26
(CRESTED LARK STREET)
WESTCHASE
ROAD
SEE SHEET
R7
∆
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
63' ROW
57' ROW
30' FL-FL
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
TR
A
C
T
C
D
E
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 10
LOT 10 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2LOT 6
LOT 6
LOT 1 LOT 2 LOT 3
LOT 2
BLOCK 3
TRACT O
DAE
BLOCK 13
BLOCK 14
TRACT H
UDA
5' SIDEWALK
5' SIDEWALK
36' FL - FL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED CURB CUT
& SIDEWALK CHASE
SIGHT DISTANCE
SIGHT DISTANCE
∆
∆
∆
∆
STA. = 23+11.21
(DESERT LARK STREET)
STA. = 14+31.80
(TULIP WOOD LN)
TULIPWOOD LN
SEE SHEET
R15
CRESTED LARK
STREET
SEE SHEETS
R1 - R3
BLOCK 1BLOCK 5
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50
49
3
4
.
4
4
49
3
4
.
6
1
49
3
4
.
7
0
49
3
4
.
6
5
49
3
4
.
4
5
49
3
4
.
2
0
49
3
3
.
9
8
49
3
3
.
9
4
49
3
4
.
0
9
49
3
4
.
4
2
49
3
4
.
7
9
49
3
5
.
1
6
49
3
5
.
5
4
49
3
5
.
9
1
49
3
6
.
2
8
49
3
6
.
6
6
49
3
7
.
0
3
49
3
7
.
4
1
49
3
7
.
7
8
49
3
8
.
1
5
49
3
8
.
5
3
49
3
8
.
8
5
49
3
9
.
0
8
49
3
9
.
2
8
49
3
9
.
4
8
49
3
9
.
6
8
49
3
9
.
9
7
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
2.20%-2.20%
-1.00%0.70%
1.50%
1.00%
0.80%
PV
I
S
T
A
=
2
8
+
5
6
.
6
9
PV
I
E
L
E
V
=
4
9
4
0
.
1
1
PV
I
S
T
A
=
2
8
+
7
0
.
5
2
PV
I
E
L
E
V
=
4
9
3
9
.
8
1
PV
I
S
T
A
=
2
7
+
1
4
.
0
3
PV
I
E
L
E
V
=
4
9
3
8
.
7
4
PV
I
S
T
A
=
2
7
+
3
9
.
0
3
PV
I
E
L
E
V
=
4
9
3
8
.
9
9
PV
I
S
T
A
=
2
8
+
4
3
.
6
9
PV
I
E
L
E
V
=
4
9
3
9
.
8
3
75.0' VC
HP ELEV = 4934.70
HP STA = 22+52.96
PVI STA = 22+59.60
PVI ELEV = 4934.86
BV
C
S
:
2
2
+
2
2
.
1
0
BV
C
E
:
4
9
3
4
.
5
9
EV
C
S
:
2
2
+
9
7
.
1
0
EV
C
E
:
4
9
3
4
.
4
8
A.D. = 1.70
K = 44.13
81.0' VC
LP ELEV = 4933.93
LP STA = 23+68.36
PVI STA = 23+76.40
PVI ELEV = 4933.69
BC
V
S
:
2
3
+
3
5
.
9
2
BV
C
E
:
4
9
3
4
.
0
9
EC
V
S
:
2
4
+
1
6
.
8
8
EV
C
E
:
4
9
3
4
.
2
9
A.D. = 2.50
K = 32.44
PROPOSED
GRADE
EXISTING
GRADE
42
"
R
C
P
S
T
O
R
M
ST
A
.
=
2
3
+
7
4
.
1
6
IN
V
.
=
4
9
2
6
.
4
1
STA.=28+56.69
EL. = 4940.113
CRESTED LARK STREET
STA.=23+11.21
EL. = 4934.340
TULIP WOOD LN
STA.=25+98.69
EL. = 4937.013
WESTCHASE ROAD
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50
49
3
3
.
9
9
49
3
4
.
1
6
49
3
4
.
2
5
49
3
4
.
1
9
49
3
4
.
0
0
49
3
3
.
7
5
49
3
3
.
5
4
49
3
3
.
4
9
49
3
3
.
6
4
49
3
4
.
2
1
49
3
4
.
6
7
49
3
5
.
0
4
49
3
5
.
4
2
49
3
5
.
7
9
49
3
6
.
1
6
49
3
6
.
5
4
49
3
6
.
9
1
49
3
7
.
2
9
49
3
7
.
6
6
49
3
8
.
0
3
49
3
8
.
3
5
49
3
8
.
5
7
49
3
8
.
7
7
49
3
8
.
9
7
49
3
9
.
2
5
49
3
9
.
8
5
-2.20%2.20%
2.46%
0.00%
0.62%
-1.00%
-0.50%
1.50%
1.50%
1.00%0.80%0.80%2.47%
0.70%
PV
I
S
T
A
=
2
3
+
4
0
.
9
7
PV
I
E
L
E
V
=
4
9
3
3
.
5
9
PV
I
S
T
A
=
2
3
+
6
3
.
3
8
PV
I
E
L
E
V
=
4
9
3
3
.
4
8
PV
I
S
T
A
=
2
3
+
7
3
.
3
8
PV
I
E
L
E
V
=
4
9
3
3
.
4
8
PV
I
S
T
A
=
2
4
+
0
2
.
7
4
PV
I
E
L
E
V
=
4
9
3
3
.
6
6
PV
I
S
T
A
=
2
4
+
3
4
.
0
7
PV
I
E
L
E
V
=
4
9
3
4
.
4
3
PV
I
S
T
A
=
2
5
+
7
2
.
0
7
PV
I
E
L
E
V
=
4
9
3
6
.
4
9
PV
I
S
T
A
=
2
6
+
8
7
.
4
1
PV
I
E
L
E
V
=
4
9
3
8
.
2
2
PV
I
S
T
A
=
2
7
+
1
2
.
4
1
PV
I
E
L
E
V
=
4
9
3
8
.
4
7
PV
I
S
T
A
=
2
7
+
4
0
.
0
7
PV
I
E
L
E
V
=
4
9
3
8
.
6
9
PV
I
S
T
A
=
2
7
+
9
5
.
0
7
PV
I
E
L
E
V
=
4
9
3
9
.
1
3
PV
I
S
T
A
=
2
8
+
1
7
.
0
7
PV
I
E
L
E
V
=
4
9
3
9
.
6
8
PV
I
S
T
A
=
2
8
+
3
0
.
0
7
PV
I
E
L
E
V
=
4
9
3
9
.
9
6
PV
I
S
T
A
=
2
8
+
4
3
.
9
1
PV
I
E
L
E
V
=
4
9
3
9
.
6
6
75.0' VC
HP ELEV = 4934.25
HP STA = 22+52.99
PVI STA = 22+59.62
PVI ELEV = 4934.40
BV
C
S
:
2
2
+
2
2
.
1
2
BV
C
E
:
4
9
3
4
.
1
4
EV
C
S
:
2
2
+
9
7
.
1
2
EV
C
E
:
4
9
3
4
.
0
3
A.D. = 1.70
K = 44.13
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
INLET A3-1 (SUMP)
INV. OUT=4928.24 (S)
STA.=28+30.07
EL. = 4939.962
CRESTED LARK STREET
STA.=23+11.24
EL. = 4933.887
TULIPWOOD LN
STA.=25+98.69
EL. = 4936.892
WESTCHASE ROAD
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50
49
3
4
.
0
2
49
3
4
.
1
9
49
3
4
.
2
7
49
3
4
.
2
0
49
3
4
.
0
0
49
3
3
.
7
6
49
3
3
.
5
4
49
3
3
.
4
1
49
3
3
.
4
5
49
3
3
.
6
4
49
3
3
.
8
7
49
3
4
.
1
0
49
3
4
.
3
6
49
3
4
.
7
4
49
3
5
.
2
0
49
3
5
.
5
8
49
3
5
.
9
6
49
3
6
.
3
3
49
3
6
.
7
1
49
3
7
.
0
8
49
3
7
.
4
5
49
3
7
.
8
3
49
3
8
.
2
0
49
3
8
.
4
6
49
3
8
.
6
6
49
3
8
.
9
7
49
3
9
.
4
0
49
3
9
.
8
7
49
4
0
.
1
3
-2.20%2.20%1.30%
-1.00%-0.97%
-0.50%
0.00%
0.50%
0.91%
1.41%1.81%
1.50%
1.50%
1.80%
1.92%
1.00%0.80%
0.70%
PV
I
S
T
A
=
2
3
+
1
1
.
2
9
PV
I
E
L
E
V
=
4
9
3
3
.
8
9
PV
I
S
T
A
=
2
3
+
4
4
.
5
8
PV
I
E
L
E
V
=
4
9
3
3
.
5
7
PV
I
S
T
A
=
2
3
+
7
8
.
8
0
PV
I
E
L
E
V
=
4
9
3
3
.
3
9
PV
I
S
T
A
=
2
3
+
8
8
.
8
0
PV
I
E
L
E
V
=
4
9
3
3
.
3
9
PV
I
S
T
A
=
2
4
+
0
8
.
8
0
PV
I
E
L
E
V
=
4
9
3
3
.
4
9
PV
I
S
T
A
=
2
4
+
9
3
.
0
7
PV
I
E
L
E
V
=
4
9
3
4
.
2
7
PV
I
S
T
A
=
2
5
+
1
8
.
0
7
PV
I
E
L
E
V
=
4
9
3
4
.
6
2
PV
I
S
T
A
=
2
5
+
5
4
.
0
6
PV
I
E
L
E
V
=
4
9
3
5
.
2
7
PV
I
S
T
A
=
2
6
+
3
5
.
8
9
PV
I
E
L
E
V
=
4
9
3
6
.
4
9
PV
I
S
T
A
=
2
7
+
5
1
.
2
3
PV
I
E
L
E
V
=
4
9
3
8
.
2
2
PV
I
S
T
A
=
2
7
+
7
6
.
2
3
PV
I
E
L
E
V
=
4
9
3
8
.
4
7
PV
I
S
T
A
=
2
8
+
0
3
.
9
2
PV
I
E
L
E
V
=
4
9
3
8
.
6
9
PV
I
S
T
A
=
2
8
+
2
8
.
8
1
PV
I
E
L
E
V
=
4
9
3
9
.
0
2
PV
I
S
T
A
=
2
8
+
5
8
.
8
8
PV
I
E
L
E
V
=
4
9
3
9
.
5
6
PV
I
S
T
A
=
2
8
+
8
0
.
8
9
PV
I
E
L
E
V
=
4
9
3
9
.
9
8
PV
I
S
T
A
=
2
8
+
9
3
.
8
9
PV
I
E
L
E
V
=
4
9
4
0
.
2
6
PV
I
S
T
A
=
2
9
+
0
8
.
3
9
PV
I
E
L
E
V
=
4
9
3
9
.
9
5
75.0' VC
HP ELEV = 4934.27
HP STA = 22+51.04
PVI STA = 22+57.67
PVI ELEV = 4934.42
BV
C
S
:
2
2
+
2
0
.
1
7
BV
C
E
:
4
9
3
4
.
1
6
EV
C
S
:
2
2
+
9
5
.
1
7
EV
C
E
:
4
9
3
4
.
0
5
A.D. = 1.70
K = 44.14
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
INLET A2 (SUMP)
INV. IN=4925.96 (NW)
INV. OUT=4925.96 (S)
STA.=26+35.89
EL. = 4936.496
WESTCHASE ROAD
STA.=28+93.89
EL. = 4940.264
CRESTED LARK STREET
STA.=23+11.29
EL. = 4933.889
TULIPWOOD LN
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
MATCH
LINE
STA
22+00
R6
PL
A
N
A
N
D
P
R
O
F
I
L
E
DE
S
E
R
T
L
A
R
K
S
T
R
E
E
T
&
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
64
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
DESERT LARK STREET & MASKED LARK STREET
R5
R6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CENTERLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
X
WESTCHASE ROAD
STA. = 10+00.00
(WESTCHASE ROAD)
STA. = 25+98.69
(MASKED LARK STREET)
STA. = 13+38.50
(WESTCHASE ROAD)
STA. = 12+58.80
(LINE LN)
STA. = 15+55.68
(CANE LN)
DESERT LARK STREET
SEE SHEETS
R5 - R6
63' ROW36' FL-FL
CURB CUT &
SIDEWALK
CHASE
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7
LOT 8
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
TRACT I
UDA&EAE
TRACT K
UDA&EAE
TRACT O
DAE
TRACT L
DAE
TRACT O
DAE
BL
O
C
K
1
3
BLOCK 14
TR
A
C
T
H
UD
A
TI
M
B
E
R
L
I
N
E
R
O
A
D
STOP SIGN
w/ STREET NAMES
SIGHT DISTANCE
VERTICAL CURB
& GUTTER CURB CUT &
SIDEWALK
CHASE
STA. = 11+31.25
(WESTCHASE ROAD)
STA. = 12+58.80
(BONSAI LN)
STA. = 10+00.00
(BAMBOO LN)
BONSAI LN
SEE SHEET
R16MASKED LARK
STREET
SEE SHEETS
R5 - R6
LINE LN
SEE SHEET
R16
CANE LN
SEE SHEET
R17
TULIPWOOD LN
SEE SHEET
R15
5' SIDEWALK
5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BAMBOO
LN
SEE SHEET
R17
WESTCHASE ROAD
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 5
LOT 6
LOT 8
LOT 2
LOT 4
LOT 3
LOT 1
LOT 7
LOT 5
LOT 6
LOT 8
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 3
LOT 5
LOT 1
LOT 2
LOT 1
BLOCK 7BLOCK 6
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4
BLOCK 8
BLOCK 5
TRACT E
A&UE
TRACT F
A&UE
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
49
3
6
.
9
9
49
3
6
.
0
9
49
3
5
.
4
5
49
3
4
.
8
0
49
3
4
.
1
5
49
3
4
.
1
9
49
3
6
.
5
8
49
3
6
.
4
2
49
3
6
.
2
5
49
3
5
.
9
3
49
3
5
.
7
7
49
3
5
.
6
1
49
3
5
.
2
8
49
3
5
.
1
2
49
3
4
.
9
6
49
3
4
.
6
4
49
3
4
.
4
8
49
3
4
.
3
1
49
3
3
.
9
9
49
3
3
.
9
2
49
3
3
.
9
9
PV
I
S
T
A
=
9
+
8
4
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
6
4
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
9
9
PV
I
S
T
A
=
1
0
+
1
6
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
6
4
75.0' VC
LP ELEV = 4933.92
LP STA = 14+50.60
PVI STA = 14+58.64
PVI ELEV = 4933.77
BC
V
S
:
1
4
+
2
1
.
1
4
BV
C
E
:
4
9
3
4
.
0
2
EC
V
S
:
1
4
+
9
6
.
1
4
EV
C
E
:
4
9
3
4
.
1
5
A.D. = 1.65
K = 45.54
75.0' VC
LP ELEV = 4933.92
LP STA = 14+50.60
PVI STA = 14+58.64
PVI ELEV = 4933.77
BC
V
S
:
1
4
+
2
1
.
1
4
BV
C
E
:
4
9
3
4
.
0
2
EC
V
S
:
1
4
+
9
6
.
1
4
EV
C
E
:
4
9
3
4
.
1
5
A.D. = 1.65
K = 45.54
EXISTING GRADE
@ ROAD CENTERLINE
PROPOSED
GRADE
EXISTING
GRADE
30
"
R
C
P
S
T
O
R
M
ST
A
.
=
1
4
+
5
0
.
6
9
IN
V
.
=
4
9
2
8
.
5
2
2.00%
0.60%-0.60%
1.00%
PV
I
S
T
A
=
1
5
+
0
6
.
1
4
PV
I
E
L
E
V
=
4
9
3
4
.
2
5
PV
I
S
T
A
=
1
9
+
5
8
.
2
0
PV
I
E
L
E
V
=
4
9
3
5
.
5
0
PV
I
S
T
A
=
1
9
+
3
8
.
7
4
PV
I
E
L
E
V
=
4
9
3
5
.
1
1
75.0' VC
HP ELEV = 4934.61
HP STA = 15+65.46
PVI STA = 15+56.21
PVI ELEV = 4934.75
BV
C
S
:
1
5
+
1
8
.
7
1
BV
C
E
:
4
9
3
4
.
3
7
EV
C
S
:
1
5
+
9
3
.
7
1
EV
C
E
:
4
9
3
4
.
5
2
A.D. = 1.60
K = 46.75
75.0' VC
LOW PT ELEV = 4933.89
LOW PT STA = 17+17.47
PVI STA = 17+17.46
PVI ELEV = 4933.77
BV
C
S
:
1
6
+
7
9
.
9
6
BV
C
E
:
4
9
3
4
.
0
0
EV
C
S
:
1
7
+
5
4
.
9
6
EV
C
E
:
4
9
3
4
.
0
0
A.D. = 1.21
K = 62.06
FUTURE GRADE
@ ROAD CENTERLINE
STA.=10+00.00
EL. = 4936.988
MASKED LARK STREET
PROPOSED GRADE
@ ROAD CENTERLINE
2.20%-2.20%-0.65%
1.00%
STA.=11+31.25
EL. = 4935.891
BONSAI LN
BAMBOO LN
STA.=13+38.50
EL. = 4934.550
LINE LN
CANE LN
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
49
3
7
.
2
8
49
3
5
.
5
7
49
3
4
.
9
3
49
3
4
.
2
8
49
3
3
.
6
3
49
3
6
.
7
1
49
3
6
.
2
0
49
3
5
.
8
3
49
3
5
.
4
1
49
3
5
.
2
5
49
3
5
.
0
9
49
3
4
.
7
7
49
3
4
.
6
0
49
3
4
.
4
4
49
3
4
.
1
2
49
3
3
.
9
6
49
3
3
.
8
0
49
3
3
.
4
8
49
3
3
.
3
8
2.20%-2.20%
-2.40
%
-1.65%
-1.15%
-0.65%
-0.65%
0.50%
-0.50%
0.00%
PV
I
S
T
A
=
9
+
8
4
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
9
3
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
3
7
.
2
8
PV
I
S
T
A
=
1
0
+
1
6
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
9
3
PV
I
S
T
A
=
1
0
+
3
8
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
4
0
PV
I
S
T
A
=
1
0
+
6
8
.
0
0
PV
I
E
L
E
V
=
4
9
3
5
.
9
1
PV
I
S
T
A
=
1
0
+
9
3
.
0
0
PV
I
E
L
E
V
=
4
9
3
5
.
6
2
PV
I
S
T
A
=
1
3
+
3
8
.
5
0
PV
I
E
L
E
V
=
4
9
3
4
.
0
3
PV
I
S
T
A
=
1
4
+
2
1
.
1
4
PV
I
E
L
E
V
=
4
9
3
3
.
5
0
PV
I
S
T
A
=
1
4
+
4
5
.
0
2
PV
I
E
L
E
V
=
4
9
3
3
.
3
8
PV
I
S
T
A
=
1
4
+
5
6
.
3
5
PV
I
E
L
E
V
=
4
9
3
3
.
3
8
PV
I
S
T
A
=
1
4
+
7
4
.
7
6
PV
I
E
L
E
V
=
4
9
3
3
.
4
7
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GROUND
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
INLET C3 (SUMP)
INV. IN=4928.61 (N)
INV. OUT=4928.61 (S)
STA.=10+00.00
EL. = 4937.282
MASKED LARK STREET
STA.=11+31.25
EL. = 4935.372
BONSAI LN STA.=13+38.50
EL. = 4934.032
LINE LN
STA.=14+74.76
EL. = 4933.470
END PROPOSED
CURB & GUTTER
4925
4930
4935
4940
4945
4950
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
49
3
6
.
7
4
49
3
5
.
5
7
49
3
4
.
9
3
49
3
4
.
2
8
49
3
3
.
6
3
49
3
6
.
3
0
49
3
6
.
0
5
49
3
5
.
8
1
49
3
5
.
4
1
49
3
5
.
2
5
49
3
5
.
0
9
49
3
4
.
7
7
49
3
4
.
6
0
49
3
4
.
4
4
49
3
4
.
1
2
49
3
3
.
9
6
49
3
3
.
8
0
49
3
3
.
4
8
49
3
3
.
3
8
2.20%-0.65%-2.20%
-0.99%
-0.65%
-0.50%
0.00%
0.50%
PV
I
S
T
A
=
9
+
8
4
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
3
9
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
7
4
PV
I
S
T
A
=
1
0
+
1
6
.
0
0
PV
I
E
L
E
V
=
4
9
3
6
.
3
9
PV
I
S
T
A
=
1
0
+
9
5
.
0
3
PV
I
E
L
E
V
=
4
9
3
5
.
6
1
PV
I
S
T
A
=
1
3
+
3
8
.
5
0
PV
I
E
L
E
V
=
4
9
3
4
.
0
3
PV
I
S
T
A
=
1
4
+
2
1
.
1
4
PV
I
E
L
E
V
=
4
9
3
3
.
5
0
PV
I
S
T
A
=
1
4
+
4
5
.
0
2
PV
I
E
L
E
V
=
4
9
3
3
.
3
8
PV
I
S
T
A
=
1
4
+
5
6
.
3
5
PV
I
E
L
E
V
=
4
9
3
3
.
3
8
PV
I
S
T
A
=
1
4
+
7
4
.
7
6
PV
I
E
L
E
V
=
4
9
3
3
.
4
7
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
@ ROAD FLOWLINE
EXISTING GRADE
@ ROAD FLOWLINE
INLET C2 (SUMP)
INV. IN=4928.43 (N)
INV. OUT=4928.43 (S)
STA.=10+00.00
EL. = 4936.744
MASKED LARK STREET
STA.=11+31.25
EL. = 4935.372
BAMBOO LN
STA.=13+38.50
EL. = 4934.032
CANE LN
STA.=14+74.76
EL. = 4933.470
END PROPOSED
CURB & GUTTER Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
R7
PL
A
N
A
N
D
P
R
O
F
I
L
E
WE
S
T
C
H
A
S
E
R
O
A
D
65
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
WESTCHASE ROAD
R7
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CENTERLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
SCALE : 1" = 50' (H) 1" = 5' (V)
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
LI
N
D
E
N
P
A
R
K
P.
D
.
P
.
,
1
S
T
R
E
P
L
A
T
LO
T
4
LO
T
3
LO
T
2
BONSAI LN
LOT 13
LOT 12
LOT 14
LOT 7
LOT 6
LOT 11
LOT 8
LOT 9
LOT 10
TRACT O
DAE
TR
A
C
T
C
D
E
BLOCK 3
TRACT N UDA&EAETRACT I
UDA&EAE
ROLL OVER CURB
& GUTTER
STOP SIGN
w/ STREET NAMES
SIDEWALK CHASE
& CURB CUT
SIGHT DISTANCESIGHT DISTANCE
SIGHT DISTANCE
∆∆
MASKED LARK STREET
SEE SHEETS
R5 - R6
BAMBOO LN SEE SHEET R17
WESTCHASE
ROAD
SEE SHEET
R7
CRESTED LARK
STREET
SEE SHEETS
R2 - R4
8' UTILITY EASEMENT
8' UTILITY EASEMENT
CRESTED LARK
STREET
SEE SHEETS
R2 - R4
WESTCHASE
ROAD
SEE SHEET
R7
LOT 4
LOT 3
LOT 2LOT 4
LOT 3 LOT 1LOT 7
LOT 6LOT 8
LOT 7LOT 5
LOT 6
LOT 8
LOT 2
LOT 3LOT 1
LOT 2
LOT 3 LOT 1
LOT 7
LOT 6LOT 8
LOT 5
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 5
BLOCK 6
TRACT E
A&UE
TRACT F
A&UE
TRACT A
D&UE
TRACT B
D&UE
D&UE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 13+50
PROPOSED GRADE
@ ALLEY FLOWLINE
EXISTING GRADE
@ ALLEY FLOWLINE
PROPOSED
GRADE
EXISTING
GRADE
49
4
1
.
1
6
49
4
0
.
4
7
49
3
9
.
6
0
49
3
8
.
7
2
49
3
7
.
8
4
49
3
6
.
9
7
49
3
6
.
3
5
49
3
6
.
0
8
49
3
6
.
0
5
49
3
5
.
6
2
-2.17%
-8.33%
3.10%
2.00%
8.33%
2.20%
-2.00%
-7.77%
0.60%
-3.5
1
%
-0.60%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
4
1
.
3
1
PV
I
S
T
A
=
1
0
+
1
3
.
0
1
PV
I
E
L
E
V
=
4
9
4
1
.
0
3
PV
I
S
T
A
=
1
0
+
1
5
.
0
1
PV
I
E
L
E
V
=
4
9
4
0
.
8
6
PV
I
S
T
A
=
1
0
+
2
3
.
5
1
PV
I
E
L
E
V
=
4
9
4
1
.
1
3
PV
I
S
T
A
=
1
0
+
2
8
.
5
1
PV
I
E
L
E
V
=
4
9
4
1
.
2
3
PV
I
S
T
A
=
1
2
+
1
5
.
4
0
PV
I
E
L
E
V
=
4
9
3
5
.
9
9
PV
I
S
T
A
=
1
2
+
2
7
.
3
0
PV
I
E
L
E
V
=
4
9
3
6
.
0
6
PV
I
S
T
A
=
1
2
+
3
2
.
3
0
PV
I
E
L
E
V
=
4
9
3
5
.
9
6
PV
I
S
T
A
=
1
2
+
4
0
.
8
0
PV
I
E
L
E
V
=
4
9
3
5
.
3
0
PV
I
S
T
A
=
1
2
+
4
2
.
8
0
PV
I
E
L
E
V
=
4
9
3
5
.
4
7
PV
I
S
T
A
=
1
2
+
5
8
.
8
0
PV
I
E
L
E
V
=
4
9
3
5
.
8
2
50.0' VC
PVI STA = 11+70.17
PVI ELEV = 4936.26
BC
V
S
:
1
1
+
4
5
.
1
7
BV
C
E
:
4
9
3
7
.
1
4
EC
V
S
:
1
1
+
9
5
.
1
7
EV
C
E
:
4
9
3
6
.
1
1
A.D. = 2.91
K = 17.21
STA.=10+00.00
EL. = 4941.312
CRESTED LARK STREET
STA.=12+58.80
EL. = 4935.818
WESTCHASE ROAD
IR
R
FES
LINE LN
LI
N
D
E
N
P
A
R
K
P.
D
.
P
.
,
1
S
T
R
E
P
L
A
T
LO
T
3
LO
T
2
LI
N
D
E
N
P
A
R
K
P.
D
.
P
.
,
1
S
T
RE
P
L
A
T
LO
T
1
LOT 1
LOT 3
LOT 2
TRACT L
DAE
TRACT O
DAE
TR
A
C
T
D
D
E
BLOCK 4
LOT 13
LOT 12
LOT 14
TR
A
C
T
C
D
E
BLOCK 3
TR
A
C
T
N
U
D
A
&
E
A
E
TRACT K
UDA&EAE
ROLL OVER CURB & GUTTER
SIDEWALK CHASE
& CURB CUT
STOP SIGN
w/ STREET NAMESSIGHT DISTANCE
SIGHT DISTANCE
∆∆
CORONA AVENUE
SEE SHEET
R3 CANE LN SEE SHEET R17
WESTCHASE
ROAD
SEE SHEET
R7
CRESTED LARK
STREET
SEE SHEETS
R2 - R4
WESTCHASE
ROAD
SEE SHEET
R7
8' UTILITY EASEMENT
8' UTILITY EASEMENT
CRESTED LARK
STREET
SEE SHEETS
R2 - R4
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 7LOT 5
LOT 6
LOT 8
LOT 2
LOT 3LOT 1
LOT 2
LOT 4
LOT 3 LOT 1
LOT 7
LOT 6LOT 8
LOT 7
LOT 5
LOT 6 LOT 8
LOT 2
LOT 3
LOT 1
LOT 3
LOT 5 LOT 1
LOT 2
LOT 1
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5
BLOCK 8
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 7
BLOCK 6
TRACT E
A&UE
TRACT F
A&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 13+50
EXISTING GRADE
@ ALLEY FLOWLINE
PROPOSED
GRADE EXISTING
GRADE
49
4
0
.
5
9
49
3
9
.
7
9
49
3
8
.
7
8
49
3
7
.
7
7
49
3
6
.
7
6
49
3
5
.
7
5
49
3
5
.
0
3
49
3
4
.
7
4
49
3
4
.
7
0
49
3
4
.
2
8
2.37%
2.00%
-2.00%
-7.76%
8.33%
2.20%
-2.20%
-8.33%
0.60%
-4.0
4
%
-0.60%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
4
0
.
8
1
PV
I
S
T
A
=
1
0
+
1
3
.
0
1
PV
I
E
L
E
V
=
4
9
4
0
.
5
3
PV
I
S
T
A
=
1
0
+
1
5
.
0
1
PV
I
E
L
E
V
=
4
9
4
0
.
3
6
PV
I
S
T
A
=
1
0
+
2
3
.
5
0
PV
I
E
L
E
V
=
4
9
4
0
.
5
6
PV
I
S
T
A
=
1
0
+
2
8
.
5
0
PV
I
E
L
E
V
=
4
9
4
0
.
6
6
PV
I
S
T
A
=
1
2
+
1
5
.
4
0
PV
I
E
L
E
V
=
4
9
3
4
.
6
5
PV
I
S
T
A
=
1
2
+
2
7
.
3
0
PV
I
E
L
E
V
=
4
9
3
4
.
7
2
PV
I
S
T
A
=
1
2
+
3
2
.
3
0
PV
I
E
L
E
V
=
4
9
3
4
.
6
2
PV
I
S
T
A
=
1
2
+
4
0
.
8
0
PV
I
E
L
E
V
=
4
9
3
3
.
9
6
PV
I
S
T
A
=
1
2
+
4
2
.
8
0
PV
I
E
L
E
V
=
4
9
3
4
.
1
3
PV
I
S
T
A
=
1
2
+
5
8
.
8
0
PV
I
E
L
E
V
=
4
9
3
4
.
4
8
50.0' VC
PVI STA = 11+70.53
PVI ELEV = 4934.92
BC
V
S
:
1
1
+
4
5
.
5
3
BV
C
E
:
4
9
3
5
.
9
3
EC
V
S
:
1
1
+
9
5
.
5
3
EV
C
E
:
4
9
3
4
.
7
7
A.D. = 3.44
K = 14.51
PROPOSED GRADE
@ ALLEY FLOWLINE
STA.=10+00.00
EL. = 4940.813
CRESTED LARK STREET
STA.=12+58.80
EL. = 4934.477
WESTCHASE ROAD
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
LINE LN
R16
PL
A
N
A
N
D
P
R
O
F
I
L
E
BO
N
S
A
I
L
N
&
LI
N
E
L
N
74
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
BONSAI LN
PROFILE SCALE:
R16 R16
20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
1
BONSAI LN
SEE SHEET
R16
DESERT LARK
STREET
SEE SHEETS
R5 - R6
LINE LN
SEE SHEET
R16
WESTCHASE ROAD
SEE SHEET R7
MASKED LARK
STREET
SEE SHEETS
R5 - R6
BA
M
B
O
O
L
N
CA
N
E
L
N
LOT 6
TRACT O
DAE
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5
LOT 4
TRACT I
UDA&EAE
TRACT K
UDA&EAE
TRACT O
DAE
TRACT L
DAE
BLOCK 14
WESTCHASE ROAD
SEE SHEET R7
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SIGHT DISTANCE
∆
∆
∆
∆
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 2
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
LOT 7
LOT 6
LOT 8
LOT 3
LOT 5
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1 LOT 1
LOT 2
LOT 1
TRACT F
A&UEBLOCK 6 BLOCK 7 BLOCK 8BLOCK 5
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROPOSED GRADE
@ ALLEY FLOWLINE
EXISTING GRADE
@ ALLEY FLOWLINE
PROPOSED
GRADE
EXISTING
GRADE
49
3
5
.
9
6
49
3
5
.
9
9
49
3
5
.
9
8
49
3
5
.
6
6
49
3
5
.
3
5
49
3
5
.
0
3
49
3
4
.
7
2
49
3
4
.
4
1
49
3
4
.
0
9
49
3
3
.
7
8
49
3
3
.
4
6
49
3
3
.
2
9
49
3
3
.
3
7
49
3
3
.
5
2
49
3
3
.
6
7
49
3
3
.
8
2
49
3
3
.
9
7
49
3
4
.
1
2
49
3
4
.
2
7
49
3
4
.
4
2
49
3
4
.
5
7
49
3
4
.
7
0
49
3
4
.
3
5
8.32%
2.20%
0.60%
-2.20%
-8.31%
-1.26%
-0.60%
7.82%
2.00%
-2.00%
-7.77%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
3
5
.
9
6
PV
I
S
T
A
=
1
0
+
1
5
.
9
9
PV
I
E
L
E
V
=
4
9
3
5
.
6
1
PV
I
S
T
A
=
1
0
+
1
7
.
9
9
PV
I
E
L
E
V
=
4
9
3
5
.
4
5
PV
I
S
T
A
=
1
0
+
2
6
.
5
0
PV
I
E
L
E
V
=
4
9
3
6
.
1
1
PV
I
S
T
A
=
1
0
+
3
1
.
5
0
PV
I
E
L
E
V
=
4
9
3
6
.
2
1
PV
I
S
T
A
=
1
2
+
5
3
.
1
7
PV
I
E
L
E
V
=
4
9
3
3
.
4
2
PV
I
S
T
A
=
1
2
+
7
8
.
1
7
PV
I
E
L
E
V
=
4
9
3
3
.
2
7
PV
I
S
T
A
=
1
2
+
8
3
.
1
7
PV
I
E
L
E
V
=
4
9
3
3
.
2
7
PV
I
S
T
A
=
1
5
+
2
4
.
1
8
PV
I
E
L
E
V
=
4
9
3
4
.
7
2
PV
I
S
T
A
=
1
5
+
2
9
.
1
8
PV
I
E
L
E
V
=
4
9
3
4
.
6
2
PV
I
S
T
A
=
1
5
+
3
7
.
6
8
PV
I
E
L
E
V
=
4
9
3
3
.
9
6
PV
I
S
T
A
=
1
5
+
3
9
.
6
8
PV
I
E
L
E
V
=
4
9
3
4
.
1
3
PV
I
S
T
A
=
1
5
+
5
5
.
6
8
PV
I
E
L
E
V
=
4
9
3
4
.
4
8
INLET E2 (SUMP)
INV. OUT=4927.08 (S)
STA.=10+00.00
EL. = 4935.963
WESTCHASE ROAD
STA.=15+55.68
EL. = 4934.477
WESTCHASE ROAD
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
R17
PL
A
N
A
N
D
P
R
O
F
I
L
E
BA
M
B
O
O
L
N
&
CA
N
E
L
N
75
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
BAMBOO LN & CANE LN
R17
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
F.O.
F.O.F.O.
LID
S
SSOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU
S
A C B D
P
E O
H Q R
S
L JI
K
M
FG
N
10
0
C
R
O
W
N
T
R
A
N
S
.
DESERT
LARK
STREET
WESTCHASE
ROAD
GO
L
D
E
N
W
I
L
L
O
W
D
R
I
V
E
DU
S
K
Y
LA
R
K
ST
R
E
E
T
WE
E
P
I
N
G
W
I
L
L
O
W
D
R
I
V
E
HO
R
N
E
D
LA
R
K
ST
R
E
E
T
RE
D
W
I
L
L
O
W
D
R
I
V
E
MA
S
K
E
D
LA
R
K
ST
R
E
E
T
CO
R
O
N
A
AV
E
N
U
E
LA
C
E
B
A
R
K
LN
TU
L
I
P
W
O
O
D
LN
BO
N
S
A
I
LN
LI
N
E
L
N
BA
M
B
O
O
LN
DESERT
LARK
STREET
MA
S
K
E
D
LA
R
K
ST
R
E
E
T
CRESTED
LARK
STREET
CRESTED
LARK
STREET
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
/ / / / / / / /
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
LEGEND:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LOT LINE
SAWCUT LINE
EASEMENT LINE
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED RIGHT-OF-WAY
PROPOSED CONCRETE
CROSSPAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPOSED CENTERLINE
PROPOSED CURB & GUTTER
PROPOSED EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
INT1
OV
E
R
A
L
L
I
N
T
E
R
S
E
C
T
I
O
N
P
L
A
N
78
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
FO
H Y D
X X X XXXXX
4
6
.
1
9
45
.
5
4
4
5
.
3
7
45
.
4
0
44.9
8
46.654
6
.
6
0
46.1
9
46.16
45.90
4
6
.
1
7
45
.
9
6
4
5
.
9
7
45.77
45.75
45.45
46.10
45.1
2
45.57
45.1
5
45.1
7
2.
2
%
2.
2
%
1.4%
1.
4
%
2.3%0.6%
2.1%2.2%
2.
2
%
2.
3
%
1.6%
1.
7
%
1.5%1.5%
4
5
.
6
9
1.5%1.5%
2.
0
%
2.
0
%
0.9
%46.12
46.03
45
.
7
1
45.
6
2
46
.
3
3
46
.
4
1
4
6
.
4
8
4
6
.
5
2
45.92
45.04
45.10
45.16
4
5
.
1
4
45
.
8
7
45
.
8
4
4
6
.
0
2
4
6
.
1
5
4
6
.
1
9
46.77
46.87
46.87
46.86
46.97
46.17
46.19
45.7
0
45.
6
1
4
5
.
9
6
46.02
46.07
45.
9
8
45
.
3
0
45.2
1
4
6
.
1
2
4
3
.
5
7
43.49
4
3
.
8
6
44.03
4
4
.
2
4
4
3
.
9
1
43.96
44.28
44.33
44.61
44.6
6
45
.
0
3
46.12
4
6
.
4
0
4
6
.
1
9
4
6
.
1
2
46.124
6
.
4
9
4
6
.
4
6
46.58
46.71
4
6
.
4
2
11
5
'
C
R
O
W
N
T
R
A
N
S
.
10
0
'
C
R
O
W
N
T
R
A
N
S
.
2.2%
2.0%
2.2%
1.4%
2.2%
1.
8
%
2.
3
%
2.
7
%
1.
9
%
1.
9
%
2.7%
1.
9
%
WE
E
P
I
N
G
W
I
L
L
O
W
D
R
I
V
E
CRESTED
LARK
STREET
0.
4
%
1.
0
%
0.
1
%
1.
5
%
46
.
3
7
45.85
LOT 7 LOT 6
LOT 1LOT 19
1.3%
1.4%
2.0%
1.8%
42.14
41
.
5
4
4
1
.
5
5
41
.
2
8
41.80 4
1
.
1
6
4
1
.
6
1
4
1
.
2
0
42.17
42.60 42.11
41.69
0.7%0.8%
1
.
8
%
0.5
%
1.4%1.4%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
2.
0
%
2.
2
%
1.4%1.4%
1.
2
%
1.3%1.3%
41.71
42.55
42.77
42
.
3
3
42
.
5
3
41
.
6
1
41.30
42
.
0
4
42
.
1
3
41
.
7
4
41
.
8
0
42.00
41.70
41
.
6
4
4
1
.
3
3
41.05
40.9
8
4
1
.
0
8
41
.
0
2
41
.
5
8
41.64
41.6
7
41.74
4
0
.
5
3
40.51
40.95
40.91
2.0%1.8%
4
1
.
2
2
1.1%
1.
7
%
2.
2
%
1.
5
%
75
'
C
R
O
W
N
T
R
A
N
S
CRESTED
LARK
STREET
HO
R
N
E
D
LA
R
K
ST
R
E
E
T
1.3%
LOT 7
LOT 9
LOT 10
33
.
9
9
34.16
3
4
.
0
5
33.943
3
.
8
4
33.70
34.
1
5
3
3
.
6
6
34
.
1
0
3
4
.
2
6
3
3
.
8
1
34.31
3
3
.
9
1
3
4
.
0
1
34.58
3
4
.
1
9
3
4
.
3
5
0.
8
%
0.7%
2.
4
%
2.
5
%
0.7%
1.
5
%
0.5%0.5%
1.
3
%
0.6%
2.
2
%
2.
2
%
0.
6
%
0.6%
0.2%0.8%
0.4%0.7%
0.6%0.6%
0.6%0.6%
33.92
33.96
34.5
3
34.43
3
4
.
5
4
34.38
33.
6
9 33
.
7
5
34.56
33.733
3
.
6
5
34.46
34.61
3
4
.
7
0
34.67
34.05
33.99
34.24
3
4
.
2
2
34.12 34.13
34.90
3
4
.
9
5
34.89
35.01
34.
1
7
34
.
2
0
34.95
3
4
.
8
8
3
4
.
1
5
34
.
1
6
34
.
7
7
34
.
9
4
35.03 3
5
.
0
3
3
4
.
6
6
34.38
3
5
.
5
2
2.0%2.1%
1.3%
3
5
.
0
3
0.1%
34.53
34.77
3
4
.
7
0
3
5
.
2
0
2.1%2.1%
1.
5
%
1.
1
%
1.
3
%
1.
6
%
0.
6
%
1.
0
%
75
'
C
R
O
W
N
T
R
A
N
S
.
DESERT
LARK
STREET
RE
D
W
I
L
L
O
W
D
R
I
V
E
LOT 10 34.36 34.4234.73
1.3%0.9%
85
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
0.9%
0.6
%
3
4
.
7
4
34.55
34.60
35
.
5
0
3
5
.
2
6
35
.
3
6
35
.
4
6
3
5
.
3
6
7.8%
7.8%
2.0%
2.0%
36
.
1
7
3
6
.
3
6
35.9
3
3
6
.
4
4
35.93
3
6
.
2
2
37.0136.49 36.65 36.49
36.4
0
3
7
.
0
6
36.90
37.5837.06
36.76
2.2%2.2%
1.
6
%
2.0%
1.
5
%
1.
5
%
2.2%2.2%
2.
1
%
0.9%
1.
0
%
0.
5
%
1.
4
%
0.8%
3
5
.
9
6
35.99 36.62
3
6
.
1
1
36.15
3
6
.
6
8
36.60
3
6
.
7
5
36.02
36.093
6
.
7
5
36
.
6
8
36.79
3
6
.
8
5
3
6
.
4
8
36.5
8
3
7
.
4
6
37.27
37.42
3
7
.
6
3
35.93 35.63
3
6
.
3
0
3
6
.
1
4
1.
3
%
2.
1
%
1.2%1.6%
1.0%
75' CROWN TRANS.MA
S
K
E
D
LA
R
K
ST
R
E
E
T
WESTCHASE
ROAD
35.63
2.
1
%
2.
1
%
35.63
36.
6
4
1.
5
%
1.
5
%
1.
5
%
LOT 6
LOT 8
LOT 7
LOT 5
LOT 1
LOT 5
NORTH
INTERSECTION DETAILE
RED WILLOW DRIVE & DESERT LARK STREET
INTERSECTION DETAILF
HORNED LARK STREET & CRESTED LARK STREET
INTERSECTION DETAILG
WEEPING WILLOW DRIVE & CRESTED LARK STREET
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
/ / / / / / / /
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
LEGEND:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LOT LINE
SAWCUT LINE
EASEMENT LINE
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED RIGHT-OF-WAY
PROPOSED CONCRETE
CROSSPAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPOSED CENTERLINE
PROPOSED CURB & GUTTER
PROPOSED EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
KEYMAP
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
E
G
H
F
INTERSECTION DETAILH
WESTCHASE ROAD & MASKED LARK STREET INT3
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
80
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
CABLE
37.59
3
7
.
4
0
37.22
3
7
.
0
7
3
7
.
1
7
37
.
6
6
37.
9
3
3
8
.
1
2
38.4
1
38.19
38.6
2
38
.
7
4
38.26
3
7
.
8
0
1.0
%
1
.
0
%
0.
7
%
0.
7
%
CRESTED
LARK STREET
38.0
2
37.5
9
37
.
7
1
38.02
3
8
.
7
2
3
8
.
3
9
1.8%1.0%1.0%
0.5%0.5%
1.8%
0.5
%
0
.
5
%
1.9%
1.8
%
1.1%
1.3%
1.7
%
1.8%
1.
0
%
1.
6
%
1.
6
%
LOT 16
LOT 11LOT 10 LOT 12
36.82
1
.
5
%
2.0
%
3
7
.
5
7
1
.
0
%
37
.
6
3
37
.
5
7
37.4
9
38
.
0
4
38.
0
7
38.32
38.46
37.68
3
6
.
5
1
3
7
.
9
9
36.
6
0
35.80
3
5
.
8
8
36.3
0
37.24
2.5%
2.8%
2.
0
%
2
.
4
%
2.4%
38.39
H
P
37.77
2.
5
%
2.
2
%
3.
1
%
2.9
%
2
.
3
%
3
.
3
%
39.37
39.36
39.79
39
.
1
3
39.65
39.5
6
39.9839.60
3
9
.
5
4
39
.
8
3
4
0
.
4
3
40.00
4
0
.
1
1
39.69
3
9
.
8
4
0.5%2.2%
0
.
7
%
2.
0
%
2.
2
%
1.
8
%
1.
0
%
0.7%1.3%
2.
0
%
2.
2
%
0.8%0.8%
0.8%0.8%
1.4
%
3
9
.
6
8
39.61 4
0
.
3
4
4
0
.
5
5
4
0
.
4
4
40.65
3
9
.
9
5
39.19
39
.
1
6
39
.
8
2
3
9
.
8
6
3
9
.
9
9
40
.
2
4
38.69 38.72
39.56
3
8
.
9
7
39.29
3
9
.
2
1
3
9
.
3
7
3
9
.
5
3
2.2%2.0%
1.5%
0.5%
0.
8
%
1.
3
%
1.
6
%
1.
8
%
75
'
C
R
O
W
N
T
R
A
N
S
.
CRESTED LARK
STREET
MA
S
K
E
D
L
A
R
K
ST
R
E
E
T
0.9%0.9%0.8%
0.8%0.8%0.8%0.8%
1.0%
LOT 5
LOT 6 LOT 8LOT 7
LOT 1
LOT 2
4
0
.
4
5
BLOCK 3
3
9
.
8
8
4
0
.
0
2
4
0
.
0
6
4
0
.
2
0
4
0
.
2
5
5.
9
%
5.
9
%
5.
9
%
4
0
.
4
3
40.58
40.
6
2
4
0
.
7
6
2.
0
%
40.
6
9
41
.
0
0
40
.
3
9
4
0
.
5
3
2.
0
%
4
0
.
8
6
2.
0
%
LOT 7
LOT 8
X X X XXXXXX
4
1
.
3
2
4
0
.
3
4
40.76 40.55
41.05 40.99
40
.
1
1
40.0
6
40
.
0
4
4
1
.
0
2
4
0
.
7
3
40.52 40.31
40.97 40.4841.46
2.
2
%
2.
2
%
1.4%
3.
0
%
3.
6
%
4
1
.
2
7
1.2%1.1%
1.0%
2.
2
%
2.
2
%
1.4%1.4%
2.
3
%
2.
1
%
1.4%1.4%
41.12
41.15
40.89
40.66
40.46
4
0
.
6
4
40
.
1
8
41.22
4
1
.
2
7
41.97
41.87
41.90
42.04
40
.
9
1
40
.
8
2
4
1
.
1
0
41.19
4
1
.
2
6
41.
1
2
4
1
.
3
1
40.28
40
.
1
9
4
0
.
5
0
40
.
6
0
40.
5
2
40.
6
2
40.
0
7
4
2
.
0
9
4
2
.
9
2
44.27 4
4
.
2
8
4
4
.
7
0
4
3
.
2
8
42.284
2
.
0
9
4
2
.
9
2
4
2
.
0
9
4
2
.
9
2
2.3%
3.
7
%
3.
3
%
3.
1
%
1.8%
0.5%
2.2%
3.
8
%
CRESTED
LARK STREET
LI
N
E
L
N
CO
R
O
N
A
AV
E
N
U
E
1.4%1.4%
3.
2
%
2.2%
4.
1
%
4
.
4
%
1.1
%
2.0%
2.
0
%
LOT 1 LOT 2LOT 13 LOT 14
LOT 8 LOT 1
X X X X X
3
7
.
2
2
37.68
3
7
.
2
7
3
7
.
4
2
37.74 3
7
.
9
5
37.94
37.68
37
.
8
1
3
7
.
8
4
37.65 37
.
7
9
37
.
9
1
3
8
.
0
9
37
.
7
4
3
7
.
3
9
37.
9
3
38.25
1.
8
%
0.7%
1.
3
%
0.6%
37.52
3
7
.
5
5
1.2%0.1%
2.
0
%
2.
2
%
2.
2
%
0.7%
1.
8
%
1.
5
%
0.8%
1.
7
%
0.8%0.7%
2.
2
%
2.
2
%
0.7%0.7%
0.7%0.7%
0.7%0.6%
37.89
37
.
8
7
3
8
.
6
1
38.57
3
8
.
5
7
38.69
3
7
.
7
9
3
7
.
8
0
37.68
3
7
.
6
1
38
.
2
8
38.15
38
.
2
5
38.03
37.2
7
37.3
0
37.26
3
7
.
9
5
38.0
4
3
8
.
1
3
3
8
.
1
7
37.68
37.9
2
37
.
9
0
38.49 38.52
3
8
.
6
2
38.
5
0
38.55
3
8
.
9
8
39.07
3
8
.
8
2
3
8
.
6
1
38.40
3
8
.
6
7
3
8
.
8
2
3
9
.
3
3
38.85
38.40 3
8
.
4
0
1.9%1.5%
2.4%
2.1%1.9%
39.21
3
8
.
8
1
39.57
39.44
3
9
.
2
4
3
8
.
9
8
2.0%
2.3%
1.9%
1.5%
38.38
3
8
.
6
0
0.7%
1.
4
%
1.
8
%
1.
5
%
1.
0
%
1.
4
%
10
0
'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
10
0
'
C
R
O
W
N
T
R
A
N
S
.
0.
7
%
0.
9
%
1.
8
%
1.
2
%
1.
4
%
RE
D
W
I
L
L
O
W
D
R
I
V
E
CRESTED
LARK STREET
LOT 9
LOT 1LOT 10
LOT 10
37.74
3
7
.
6
1
NORTH
INTERSECTION DETAILI
MASKED LARK STREET & CRESTED LARK STREET
INTERSECTION DETAILJ
CRESTED LARK STREET & SOUTH TIMBERLINE
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
/ / / / / / / /
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
LEGEND:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LOT LINE
SAWCUT LINE
EASEMENT LINE
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED RIGHT-OF-WAY
PROPOSED CONCRETE
CROSSPAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPOSED CENTERLINE
PROPOSED CURB & GUTTER
PROPOSED EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
KEYMAP
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
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H
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s
S
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S
u
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e
1
0
0
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8
0
5
2
1
GR
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L
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Y
:
8
2
0
8
t
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t
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8
0
6
3
1
97
0
.
2
2
1
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4
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5
8
no
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g
.
c
o
m
of 103
INTERSECTION DETAILL
CORONA AVENUE & CRESTED LARK STREET
JK
I L
INTERSECTION DETAILK
RED WILLOW DRIVE & CRESTED LARK STREET INT4
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
81
PROPOSED DRIVEWAY IS REQUIRED TO
MEET ADA REQUIREMENTS
(WIDTH TO BE DETERMINED BY OTHERS)
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
1
3
4
.
2
6
34.03 33.81
34.32
34
.
3
1
3
4
.
5
5
34.78
3
4
.
2
6
34.0
3
3
3
.
7
9
34.80
34
.
5
9
34.7234.87
3
5
.
1
1
34.65
34.80
34.59
34.72
34
.
8
7
35.11 34.76
WESTCHASE
ROAD
CA
N
E
LN
LI
N
E
L
N
0.6%
0.
6
%
0.
6
%
7.
8
%
4.5%
0.
6
%
1
.
6
%
3.6
%
2.0%
2.
0
%
0.6%
0.6%0.6%
2.
0
%
0
.
5
%
1.8
%
1.
6
%
7.
6
%
0.
6
%
0.
6
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
3.5%4.0
%
2.
0
%
2.
2
%
2.
2
%
LOT 2
LOT 1
LOT 7
LOT 8
LOT 3
LOT 5 LOT 1
LOT 2
LOT 4
LOT 3
35.89
35.60
35.6
0
35.13
3
5
.
1
5
3
5
.
3
7
35.37
36
.
2
0
36
.
1
4
3
5
.
9
3
3
6
.
0
5
36.
0
6
36.52
3
6
.
1
4
36.21 3
6
.
0
6
35
.
9
3
3
6
.
4
5
3
5
.
9
9
36
.
1
2
3
5
.
6
6
35.6
5
3
5
.
9
3
3
5
.
6
3
36.30 36.141.
3
%
2.
1
%
1.2%
1.0%
WESTCHASE
ROAD
BO
N
S
A
I
LN
BA
M
B
O
O
LN
3
5
.
6
3
2.
1
%
2.
1
%
35.63
0.6%
1.
3
%
1.
3
%
7.
8
%
4.5%
3.
8
%
1
.
2
%
3.6
%
0.1%
2.
0
%
0.6%0.6%
1.
3
%
1.
3
%
7.
8
%
4.5%
3.
8
%
1
.
2
%
3.6
%
0.1%
2.
0
%
0.6%
0.6%0.6%
1.9
%
0
.
6
%
1.8
%
1.
6
%
7.
6
%
0.
6
%
0.
6
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
3.5%4.0
%
0.6%0.6%
2.
0
%
LOT 2
LOT 1
LOT 7
LOT 8
LOT 5
LOT 4
LOT 3
LOT 1
LOT 2
LOT 3
4
1
.
2
7
4
0
.
8
1
41.23
41.02
40.90
4
1
.
1
7
41.06
40.48
40.77
40.92
41.22 41.51
4
0
.
8
0
40.50
4
1
.
0
9
CRESTED LARK
STREET
BO
N
S
A
I
LN
0.8%
0.8%
0.8%
3.
5
%
3.
5
%
3.
1
%
0.9%
3.
5
%
2
.
0
%
2.3
%
2.0%
2.
0
%
0.8%
2.
1
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
2.
2
%
0.8%0.8%
LOT 11
LOT 8
LOT 9 LOT 10
4
0
.
2
0
4
0
.
2
5
5.
9
%
40.76
41
.
0
0
40.86
2.
0
%
LOT 7
LOT 6
LOT 8
LOT 2
LOT 3
LOT 1
NORTH
INTERSECTION DETAILQ
WESTCHASE ROAD AND BAMBOO LN AND BONSAI LN
INTERSECTION DETAILR
WESTCHASE ROAD & CANE LN & LINE LN
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
/ / / / / / / /
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
LEGEND:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LOT LINE
SAWCUT LINE
EASEMENT LINE
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED RIGHT-OF-WAY
PROPOSED CONCRETE
CROSSPAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPOSED CENTERLINE
PROPOSED CURB & GUTTER
PROPOSED EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
KEYMAP
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
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t
,
S
u
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t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
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S
t
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t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
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g
.
c
o
m
of 103
INTERSECTION DETAILS
CRESTED LARK STREET AND BONSAI LN
Q R
S
INT6
AL
L
E
Y
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
83
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
1
1
RE
D
W
I
L
L
O
W
DR
I
V
E
XXXXXXXXXXXXXXX
X X X
X
X
X
X
X
X
XXXXXXX
X
X
X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
X
CO
R
O
N
A
A
V
E
FALCON RIDGE DRIVE
TI
M
B
E
R
L
I
N
E
R
O
A
D
TRACT H
UDA
TRACT L
DAE
TRACT D DE
TRACT O
DAE
TRACT C DETRACT C DE
BLOCK 3 BLOCK 4
BL
O
C
K
1
3
BL
O
C
K
1
4
1
1
1
1 1
1
2
1
9A
9A9A9A9A9A9B9A
WESTCHASE ROAD
MA
S
K
E
D
L
A
R
K
S
T
R
E
E
T
CO
R
O
N
A
AV
E
N
U
E
TU
L
I
P
W
O
O
D
L
N
BO
N
S
A
I
L
N
LI
N
E
L
N
BA
M
B
O
O
L
N
CA
N
E
L
N
CRESTED LARK STREET
RE
D
W
I
L
L
O
W
D
R
I
V
E
3 3
33
3 3
9A
9A 9A 9A 9A
9A 9A
9A
9A
9A
9A
9A
9C
9A
9A
9B
39A
3
5
TYPE 3 BARRICADE
TYPE 3 BARRICADE
X4
5
TYPE 3 BARRICADE
X4
TYPE 3 BARRICADE
4
BLOCK 6 BLOCK 7
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
BLOCK 8BLOCK 5
TRACT E
A&UE
TRACT F
A&UE
TRACT A
D&UE
TRACT B
D&UE
TRACT C
D&UE
TRACT D
D&UE
TRACT N UDA&EAE
TRACT I
UDA&EAE
TRACT K
UDA&EAE
Sheet
TI
M
B
E
R
L
A
R
K
R
E
S
I
D
E
N
T
I
A
L
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 103
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
8A 8B
1
9A
PROPOSED SIGN
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
3.ALL SPECIFIC SIGNAGE WITHIN TIMBER LARK RESIDENTIAL WILL FOLLOW CITY OF
FORT COLLINS STANDARDS.
LEGEND:
D3 STREET NAME SIGN IN BOTH
DIRECTIONS & R1-1 STOP SIGN (30"x30")
STREET
STOP
R1-1
D3 STREET NAME SIGN (TWO STREET NAME
SIGNS WHEN STREET NAME CHANGES)
STREET
D3
1
2
3
D3
5
NO LEFT TURN (24"X24")6
RIGHT TURN ONLY (30"X36")7
OM-3 LANE DIVIDE WARNING8
OM3-L
NO PARKING; FIRE LANE9
9A 9B 9C
PROPOSED CURB & GUTTER
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
EASEMENT LINE
ADVISORY SPEED SIGN (24"x30")
25
R2-1
M.P.H.
4
STREET
D3 (PRIVATELY MAINTAINED)
SEE DETAIL 1005 SHEET D10
OM3-C
8A 8B
OM4-2
R3-2
R3-5R
STOP
R1-1
D3 STREET NAME SIGN (PRIVATE & PUBLIC) &
R1-1 STOP SIGN (30"x30")
STREET
D3
R4-7 KEEP RIGHT SIGN
OM1-2 REFLECTOR
* ALL NO PARKING SIGNS SHALL BE PLACED AT A 45° ANGLE TO THE ROADWAY
SEE BELOW
FOR DETAILED
VIEW
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
SEE ABOVE FOR OVERALL VIEW
SN2
SI
G
N
A
G
E
P
L
A
N
85
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
SN
1
KEYMAP
SN1 SN2
6
7
9A
9B
PROPOSED DRIVEWAY IS REQUIRED
TO MEET ADA REQUIREMENTS
SEE SHEET INT4
1
1
TI
M
B
E
R
L
A
R
K
2
N
D
F
I
L
I
N
G
-
L
O
T
R
E
V
I
S
I
O
N
S
M.
O
.
M
01
/
1
0
/
2
0
2
4
LID
D
DD
F ES
ST
ST
ST
ST
ST
ST
ST
ST
D
ST
IRR IRR
IR
R
IR
R
IRR
IR
R
IR
R
DETENTION POND
SFSFSFSFSF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
BLOCK 8
BLOCK 12BLOCK 11BLOCK 10BLOCK 10BLOCK 9BLOCK 1BLOCK 1
BLOCK 5
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4
BLOCK 13 BLOCK 14
BLOCK 7
UNDERGROUND CHAMBERS
(STORMWATER QUALITY DEVICES
SHALL BE BUILT IN LAST PHASE OF
CONSTRUCTION)
SF
IP
W1
CWA
RS
VTC
OP
IP
IP
IPIP
IPIPIPIPIPIPIP
IPIP
IP
SS
IP
W1
W1
OP
W1
W1
SF SF
SFSF
SF
W1W1 W1
IP IP IP IP
RS
RS RS
RS
RS
MU
WE
E
P
I
N
G
W
I
L
L
O
W
DR
I
V
E
CO
R
O
N
A
AV
E
GO
L
D
E
N
WI
L
L
O
W
D
R
I
V
E
RE
D
W
I
L
L
O
W
DR
I
V
E
FALCON RIDGE DRIVE
FO
S
S
I
L
C
R
E
E
K
C
I
R
C
L
E
FOSSIL CREEK PARKWAY
FO
S
S
I
L
C
R
E
E
K
C
I
R
C
L
E
FALCON RIDGE DRIVE
FOSSIL CREEK PARKWAY
TI
M
B
E
R
L
I
N
E
R
O
A
D
WESTCHASE
ROAD
GO
L
D
E
N
W
I
L
L
O
W
D
R
I
V
E
DU
S
K
Y
L
A
R
K
ST
R
E
E
T
WE
E
P
I
N
G
W
I
L
L
O
W
D
R
I
V
E
HO
R
N
E
D
L
A
R
K
ST
R
E
E
T
MA
S
K
E
D
L
A
R
K
ST
R
E
E
T
CO
R
O
N
A
AV
E
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KEYMAP
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SCOUR STOP
1.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
2.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
3.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
4.SEE SHEET EC3 FOR ADDITIONAL EROSION CONTROL NOTES.
5.ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE
CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
GENERAL NOTES:
LEGEND:
OUTLET PROTECTION
SF
IPINLET PROTECTION
W1WATTLE OPTION 1
SILT FENCE
VEHICLE TRACKING PAD
SF
CWA
W2WATTLE OPTION 2
RSROCK SOCK
CONCRETE WASHOUT AREA
VTC
SS
BOP
SEEDING AND MULCHING MU
CFCONSTRUCTION FENCE CF
EROSION CONTROL BLANKET ECB
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: WATERFIELD
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Protection *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Trap
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding
may be required.
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE
CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT
BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT,
ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY
MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE
TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,
SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
20.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES AND SHALL IMMEDIATELY STABILIZE
ALL DISTURBED SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
21.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT
EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
22.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING
DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
23.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY
OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND
FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
24.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION
TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND
OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
25.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION
INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE
BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
26.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT
SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR
OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
27.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE
AND OTHER PERMANENT SITE STABILIZATION METHODS.
28.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY
CONSTRUCTION SEDIMENT OR DEBRIS AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK
OUT OCCUR.
29.STORMWATER QUALITY DEVICES SHALL BE CONSTRUCTED WITH THE LAST PHASE OF
CONSTRUCTION. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH
CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
30.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS,
CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM
ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES
SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED
NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS,
AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT,
DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR.
31.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS
IS OFF PAVEMENT.
32.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES
ON SHEETS EC3. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY.
TABLE OF CALCULATIONS
TOTAL DISTURBED AREA 35.32 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 35.32 ACRES
TOTAL "OFFSITE" AREA OF
DISTURBANCE
0 ACRES
TOTAL STORAGE/STAGING AREA ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA
EXPOSED
92%
EXT. PERCENT VEGETATIVE COVER ~90%
EXISTING SOIL TYPE 39.0% TYPE C LOAM
3.7% TYPE B LOAM
57.4% TYPE C CLAY LOAM
GROUNDWATER DEPTH 33.3 FT
NUMBER PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) /
EXPORTED (-) MATERIALS
(-)5961 CU. YDS.
TOTAL AREA OF STOCKPILING OF ILL OR
BORROW AREAS OFF SITE
100 SQ. FEET
STEEPEST SLOPE 4:01 H:V
DISTANCE FROM A RIPARIAN OR
SENSTIVE AREA
1000 FT
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UNDERGROUND CHAMBERS
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NORTH
( IN FEET )
0
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100 100 200 300
EC2
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KEYMAP
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SCOUR STOP
1.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
2.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
3.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
4.SEE SHEET EC3 FOR ADDITIONAL EROSION CONTROL NOTES.
5.ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE
CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
GENERAL NOTES:
LEGEND:
OUTLET PROTECTION
SF
IPINLET PROTECTION
W1WATTLE OPTION 1
SILT FENCE
VEHICLE TRACKING PAD
SF
CWA
W2WATTLE OPTION 2
RSROCK SOCK
CONCRETE WASHOUT AREA
VTC
SS
BOP
SEEDING AND MULCHING MU
CFCONSTRUCTION FENCE CF
EROSION CONTROL BLANKET ECB
TABLE OF CALCULATIONS
TOTAL DISTURBED AREA 35.32 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 35.32 ACRES
TOTAL "OFFSITE" AREA OF
DISTURBANCE
0 ACRES
TOTAL STORAGE/STAGING AREA ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA
EXPOSED
92%
EXT. PERCENT VEGETATIVE COVER ~90%
EXISTING SOIL TYPE 39.0% TYPE C LOAM
3.7% TYPE B LOAM
57.4% TYPE C CLAY LOAM
GROUNDWATER DEPTH 33.3 FT
NUMBER PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) /
EXPORTED (-) MATERIALS
(-)5961 CU. YDS.
TOTAL AREA OF STOCKPILING OF ILL OR
BORROW AREAS OFF SITE
100 SQ. FEET
STEEPEST SLOPE 4:01 H:V
DISTANCE FROM A RIPARIAN OR
SENSTIVE AREA
1000 FT
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: STANFORD SENIOR LIVING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Riprap
EROSION CONTROL NOTES:
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE
CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT
BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT,
ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY
MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE
TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,
SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
20.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES AND SHALL IMMEDIATELY STABILIZE
ALL DISTURBED SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
21.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT
EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
22.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING
DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
23.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY
OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND
FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
24.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION
TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND
OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
25.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION
INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE
BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
26.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT
SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR
OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
27.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE
AND OTHER PERMANENT SITE STABILIZATION METHODS.
28.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY
CONSTRUCTION SEDIMENT OR DEBRIS AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK
OUT OCCUR.
29.STORMWATER QUALITY DEVICES SHALL BE CONSTRUCTED WITH THE LAST PHASE OF
CONSTRUCTION. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH
CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
30.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS,
CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM
ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES
SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED
NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS,
AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT,
DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR.
31.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS
IS OFF PAVEMENT.
32.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES
ON SHEETS EC3. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY.
1
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DETENTION POND
REQUIRED STORAGE VOLUME = 5.65 AC-FT
WATER QUALITY VOLUME = 0.23 AC-FT
PROVIDED VOLUME = 6.02 AC-FT
CRESTED LARK STREET CRESTED LARK STREETCRESTED LARK STREET
DESERT LARK STREET DESERT LARK STREET
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TRILBY ROAD
PARAGON ESTATES NORTH CHANNEL
PARAGON ESTATES
LINDEN PARK
A12b
A12c
A12d
OUTLET STRUCTURE
RELEASE RATE = 10.4 CFS
CONNECTION TO EXISTING 30"
STORM SEWER AT MANHOLE EX-4
(LINDEN PARK STORM OUTFALL)
STORM SEWER A
STORM SEWER A4
STORM SEWER C
STORM SEWER B
INLET A4-1S
INLET A4-1N INLET A3-1
INLET A2INLET A6-1S
INLET A6-1NINLET A7
INLET C2
INLET C3
INLET A4-6NINLET A4-5N
INLET A4-4N
INLET A4-3N
STORM SEWER E
INLET E2
STORM SEWER F
UNDERGROUND
CHAMBERS
STORM SEWER A6 STORM SEWER A5
INLET F2
INLET F3
INLET F4
INLET F5
34.13
2.29 ac.
A1
0.36 ac.
A4a
6.14 ac.
A56.09 ac.
A6
1.44 ac.
A3a
3.84 ac.
A9
0.45 ac.
A8
1.95 ac.
A15
2.32 ac.
A12a
0.97 ac.
A10
0.43 ac.
A11
1.08 ac.
A13
2.91 ac.
A7
0.39 ac.
A14
1.74
A4b
17.66 ac.
OS1
12.62 ac.
OS2
2.63 ac.
OS313.09 ac.
OS4
1.17 ac.
A2a
0.08 ac.
A12d
0.08 ac.
A12c
0.08 ac.
A12b
0.85 ac.
A2b
0.68 ac.
A3b
A4A
A6A7 A4B
A3A
A8
A9
A10
A11
A12A
A13
A14
A15
A1
os1
os2os4
os3
A2A
A5
A3B A2B
11
3 3
22
100-YR WSEL
Sheet
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NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
DR1
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103
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE FINAL DRAINAGE REPORT FOR TIMBER LARK, DATED AUGUST 10,
2022 FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LID Site Summary
Total Site Area 1,532,003 sq. ft.
Total Impervious Area with LID Treatment 580,700 sq. ft.
Total Impervious Area without LID
Treatment 244,633 sq. ft.
Total Impervious Area 825,333 sq. ft.
50% Requried Minium Area to be Treated 412,667 sq. ft.
75% Requried Minium Area to be Treated 619,000 cu. ft.
Total Treated Area 580,700 sq. ft.
Percent Impervious Treated by LID 70%
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
DEVELOPED DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
a1 A1 2.286 0.24 0.30 9.05 9.05 1.27 5.66
a2a A2a 1.171 0.69 0.87 7.34 7.34 2.05 9.78
a2b A2b 0.852 0.55 0.69 13.47 13.47 0.93 4.05
a3a A3a 1.442 0.68 0.85 9.67 9.67 2.21 11.08
a3b A3b 0.675 0.55 0.69 9.67 9.67 0.84 3.99
a4a A4a 0.362 0.73 0.92 5.00 5.00 0.76 3.31
a4b A4b 1.735 0.66 0.82 5.37 5.37 3.25 14.19
a6 A6 6.091 0.60 0.75 11.19 11.19 7.75 37.31
a7 A7 2.908 0.65 0.81 10.45 10.45 4.15 20.16
a8 A8 0.448 0.73 0.92 8.78 8.78 0.77 4.09
a9 A9 3.837 0.59 0.74 11.16 11.16 4.81 23.17
a10 A10 0.973 0.74 0.93 5.00 5.00 2.06 8.99
a11 A11 0.432 0.67 0.84 6.03 6.03 0.78 3.62
a12a A12a 2.164 0.74 0.92 5.56 5.56 4.41 19.89
a12b A12b 0.079 0.47 0.58 5.00 5.00 0.10 0.45
a12c A12c 0.076 0.47 0.59 5.00 5.00 0.10 0.45
a12d A12d 0.076 0.47 0.59 6.53 6.53 0.09 0.45
a13 A13 1.085 0.37 0.47 12.99 12.99 0.82 3.70
a14 A14 0.390 0.77 0.96 5.00 5.00 0.85 3.72
a15 A15 1.949 0.57 0.72 8.03 8.03 2.68 13.00
OFFSITE BASINS
os1 OS1 17.659 0.20 0.25 16.90 16.90 6.29 27.81
os2 OS2 12.624 0.20 0.25 18.01 18.01 4.29 18.68
os3 OS3 2.633 0.20 0.25 13.48 13.48 1.04 4.56
os4 OS4 13.088 0.20 0.25 16.16 16.16 4.74 20.97
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