HomeMy WebLinkAboutWATERFIELD THIRD FILING - PDP - PDP130037 - PLANS - UTILITY PLANSMAJOR COLLECT STREET
OLD VINE DRIVE
66' ROW
20' -{} 20' {}-
9' UTILITY
EASEMENT
40' {}-{}
2% MIN.
(4% MAX.)
83' 19.{0' }MEDIAN -{} 32.0' {}-
4:1 MAX
4:1 MAX
10' PKWY.
2% MIN.
(4% MAX.)
4-LANE ARTERIAL
"NEW VINE" DRIVE & TIMBERLINE ROAD
115' ROW
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
15' UTIL.
32.0' {}-EASEMENT
4:1 MAX
4:1 MAX
6' 10' PKWY.
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
4:1 MAX
4:1 MAX
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
5' 8' PKWY. 5' 8' PKWY.
MINOR COLLECT STREET
MERGANSER DRIVE
(STA 10+00 - 12+30)
76' ROW
25' -{} 25' {}-
9' UTILITY
EASEMENT
50' {}-{}
2% MIN.
4:1 MAX (4% MAX.)
4:1 MAX
5' 8' PKWY.
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
8' BIKE LANE
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
5' 8' PKWY.
11' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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CS2
CONSTRUCTION NOTES
GENERAL AND C. Snowdon
C. Bowen
N/A
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and
specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.
Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated
otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City
of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by
the City of Fort Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City
of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval
of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such
responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City
of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from
any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins
standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It
shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of
the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days
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WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
/ /
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
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PERMANENT WATER SURFACE
WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
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DRAINAGE EASEMENT PER
RECEPTION NO. 98094713
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
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20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
HEADGATE NO. 10 LATERAL
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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DE4
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
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SANITARY LINE B4
SANITARY LINE B
SANITARY LINE B
SANITARY LINE B
SANITARY LINE B
SSMH B4-10
SSMH B4-9
SSMH B9
SSMH B8
SSMH B11 SSMH B10
SSMH B7
SSMH B4-8
SSMH B6
SSMH B4-7
SSMH B4-6
SSMH B4-5
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
10' MIN.
53' ROW
%%P30'
{}-{}
53' %ROW %P3
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SANITARY LINE B4
SANITARY LINE B4
SANITARY LINE B
SANITARY LINE B
SSMH B6
SSMH B4
SSMH B2-1
SSMH B4-1
SSMH B5
SSMH B3
SSMH B4-2
SSMH B4-6
SSMH B4-5
SSMH B4-3
SSMH B4-4
SSMH B2-2
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY ESMNT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
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STORM LINE B
SANITARY LINE A
SANITARY LINE A1N
SANITARY LINE A1E
SSMH A1-3N
SSMH A3
SSMH A1-4N
SSMH A4
SSMH A4-1
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SANITARY LINE B5
SANITARY LINE B5
SSMH B5-1.5
SSMH B5-4
SSMH B8
SSMH B5-1.2 SSMH B5-1.3
SSMH B5-3
SSMH B7
SSMH B5-1.1
SSMH B6
SSMH B5-1
SSMH B5
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
53' %ROW %P30'
{}-{}
53' %%P30' ROW
{}-{}
SANITARY LINE B5-1
SANITARY LINE B5
SSMH B5-2
10' MIN.
10' MIN.
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15' UTILITY EASEMENT
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MERGANSER
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
BLACK SCOTER
DRIVE
OUZEL DRIVE
GOSLYN DRIVE
CAPE
TEAL DRIVE
MUSCOVY DRIVE
ROSYBILL DRIVE
SHEARWATER DRIVE
ALEUTIAN DRIVE
MANDARIN DRIVE
GARGANEY DRIVE
MANDARIN DRIVE
TRACT C
TRACT L
TRACT M
TRACT H
TRACT I
TRACT A
30' 53' {}ROW -{}
53' 30' ROW {}-{}
53' 30' ROW {}-{}
53' 30' ROW {}-{}
%53' %P30' {ROW }-{}
30' \u+e101-\u+e101
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
BLOCK 7
BLOCK 8
BLOCK 8
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17 LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
MERGANSER
BLOCK 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 10
LOT 2
LOT 3
LOT 4
LOT 5
MANDARIN DRIVE
TRACT M
MANDARIN DRIVE
UD UD UD UD UD UD UD UD UD
UD UD UD UD
UD UD UD
UD UD
UD UD UD
UD UD UD UD UD UD
UD UD UD
UD
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53' 30' ROW {}-{}
53' 30' ROW {}-{}
30' 30' \u+\u+e101-e101-\\u+u+e101 e101
83' 83' \u+e101-\u+\u+e101 e101-30' \u+e101-\u+83' 30' e101 \u+\\u+e101-u+e101-e101 \u+e101 \u+e101
5
3' ROW
115' ROW
115' ROW
115' ROW
53' ROW
53' ROW
53' ROW
MERGANSER
BLOCK 1 BLOCK 2
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
BLOCK 2
LOT 2 LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
BLOCK 7
BLOCK 7
BLOCK 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 8
BLOCK 8
LOT 1
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UD UD UD
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28.5'
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28.5'
-
30' \u+e101-\u+e101
30' \u+e101-\u+e101
83' 83' \\u+u+e101-e101-\u+\u+e101 e101 30' \u+e101-\u+e101
53' ROW
53' ROW
53' ROW
53' ROW
53' ROW 115' ROW
115' ROW
BLOCK 1
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12 LOT 13
LOT 14
BLOCK 2
LOT 1
LOT 2
LOT 3
BLOCK 5
BLOCK 5
LOT 7 LOT 6
UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
X X
X X
X
X X X X
53' 30' ROW {}-{}
%53' %P30' {ROW }-{}
50' 30' \u+\e101-u+e101-\u+30' \u+e101 e101-\u+e101 \u+e101 30' \u+e101-\u+e101
30' 53' ROW \u+e101-\u+e101
73' ROW
53' ROW
'20' TRACT
53' ROW
53' ROW
MERGANSER
LOT 4
LOT 5
LOT 6
LOT 7
LOT 18
LOT 19
MERGANSER
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20
LOT 21 LOT 22 LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
BLOCK 9
BLOCK 9
BLOCK 11
BLOCK 11
BLOCK 10
BLOCK 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
BLACK SCOTER DRIVE
GOSLYN DRIVE
ROSYBILL DRIVE
GARGANEY DRIVE
TRACT H
UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UD
UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD
UD UD
�
50' \u+e101-\u+e101
30' \u+e101-\u+e101 30' \u+e101-\u+e101
83' 30' 53' ROW \\u+u+e101-e101-\\u+u+e101 e101
115' ROW
53' ROW
53' ROW
73' ROW
"NEW VINE" DRIVE
MERGANSER
LOT 1
BLOCK 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
GARGANEY DRIVE
TRACT H
PROPOSED UNDERDRAIN
SIDEWALK CULVERT
6' CROSS PAN 6' CROSS PAN
6' CROSS PAN
PERFORATED
UNDERDRAIN
PERFORATED
UNDERDRAIN
2' CURB CUT
2' CURB CUT
INFILTRATION GALLERY
WITHIN MEDIAN
GARGANEY DRIVE
TRACT Q
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
UD UD UD UD UD UD UD UD
UD UD UD UD UD
UD UD
UD UD UD
UD UD UD UD UD UD
UD UD UD
UD
ST
ST
ST
ST
ST
�
�
30' \u+e101-\u+e101
28.5'
-
30' \u+e101-\u+e101
30' \u+e101-\u+83' 53' ROW e10183' \u+\e101-u+e101-\u+\u+e101 e101
53' ROW
53' ROW
53' ROW
115' ROW
115' ROW
BLOCK 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
BLOCK 3
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 2
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 7 LOT 6
LOT 8
�
�
�
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
�
�
R R
UD UD UD
UD UD UD UD UD UD
UD
UD
UD UD UD
UD UD
UD
UD
UD UD
UD
UD UD
UD
UD UD
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
BLACK SCOTER
DRIVE
OUZEL DRIVE
GOSLYN DRIVE
CAPE
TEAL DRIVE
MUSCOVY DRIVE
ROSYBILL DRIVE
SHEARWATER DRIVE
ALEUTIAN DRIVE
MANDARIN DRIVE
GARGANEY DRIVE
MANDARIN DRIVE
DETENTION POND
EXISTING WETLANDS
DETENTION POND
SF
SF
SF
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
EC2
EROSION CONTROL DETAILS
C. SNOWDON
C. Bowen
N.A.
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
K��� ����'� �����.
C��� ������ ��� ���.
R
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
EC3
EROSION CONTROL PLAN
C. SNOWDON
C. Bowen
1" = 150'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
X X X
X
X
X
X
L351
C359
L353
C360
L355
C361
L357
C362
L359
C363
L361
C364
L363
C365
L365
C366
L367
C367
L369
C368
⅊
⅊
⅊
⅊
FUTURE "NEW VINE" DRIVE
115' ROW
83' {}-{}
19' {}-{}
MEDIAN
6' SIDEWALK
6' SIDEWALK
"NEW VINE" DRIVE
⅊
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
G
G
L223
C236
L224
C237
C273
L262
C274
L263
C275
C369
C276
L265
L266
C277
L267
L333
C263
L284
C302
L372
L373
L290
UD
UD
UD
UD UD
UD
UD
UD
UD UD UD UD UD
UD UD
UD
UD
UD UD
UD UD UD UD UD
UD
UD
UD
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
"NEW VINE" DRIVE
15' UTILITY ESMT
15' UTILITY ESMT
15' UTILITY ESMT
19' {}-{}
MEDIAN
115' ROW
83' {}-{}
6' SIDEWALK
15' UTILITY ESMT
6' SIDEWALK
15' UTILITY ESMT
"NEW VINE" DRIVE
STORM DRAIN A
STORM DRAIN B
"NEW VINE" DRIVE
CAPE TEAL DRIVE
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50
ELEC
ELEC
�
GAS T
VAULT
ELEC
L259
C271
C272
L260
C278
L268
L334
C297
C264
C299
C300
L283
L339
C305
C355
C306
L332
C310
C262
L373
L374
C373
L375
L309
C221
L342
L345
C266
UD UD UD UD
UD
UD UD UD UD
UD
UD UD
UD
UD
UD
UD UD UD
UD UD UD
UD UD
UD
UD
L192
C207
L193
L194
L197
C212
L198
C217
L208
C224
L341 L209
C356
L343
L268
L285
L340
L339
L382
C379
L384
L393
C383
L395
L400
C386
L402
L309
C265
L337
L352
UD UD UD
UD UD UD UD UD
UD UD
UD UD
UD
15' UTILITY ESMT 15' UTILITY ESMT
19' {}-{}
MEDIAN
ROW VARIES
83' {}-{}
FUTURE "NEW VINE" DRIVE
6' SIDEWALK
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
6' SIDEWALK
7' {}-{}
MEDIAN
"NEW VINE" DRIVE
TIMBERLINE ROAD
(SEE SHEETS R7-R13)
TIMBERLINE ROAD
(SEE SHEETS R7-R13)
6' SIDEWALK
TRACT J
6' SIDEWALK
EXISTING
TIMBERLINE ROAD
EXISTING
C206
C209
C213
C223
C225
FUTURE "NEW VINE" DRIVE
115' ROW
83' {}-{}
115' ROW
83' {}-{}
FUTURE "NEW VINE" DRIVE
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
40+50 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 50+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
L191
L195
L199
L207
L210
FUTURE "NEW VINE" DRIVE
FUTURE "NEW VINE" DRIVE
115' ROW
83' {}-{}
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
19' {}-{}
MEDIAN
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
50+50 51+00 52+00 53+00 54+00 55+00 56+00 56+75
EXISTING
OLD VINE
ROADWAY
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
4945
4950
4955
4960
4965
4970
4975
4980
4945
4950
4955
4960
4965
4970
4975
4980
2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50
��
C265
TIMBERLINE ROAD
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
EXISTING TIMBERLINE ROAD
EXISTING TIMBERLINE ROAD
EDGE OF ASPHALT
10' TRAIL
TRACT H
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
X
L269
C279
L287
C307
C342
EXISTING TIMBERLINE ROAD
10' TRAIL
10' TRAIL
GARGANEY DRIVE
(SEE SHEETS R18-R19)
10' TRAIL
EXISTING TIMBERLINE ROAD
EDGE OF ASPHALT
TRACT H TRACT K
4960
4965
4970
4975
4980
4985
4990
4995
4960
4965
4970
4975
4980
4985
4990
4995
12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
C381
L391
C384
L398
L404
C388
C389
L409
115' ROW
83' {}-{}
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
TIMBERLINE ROAD
FUTURE 6' SIDEWALK
EXISTING
60' ROW
4925
4930
4935
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4925
4930
4935
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
115' ROW
83' {}-{}
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
TIMBERLINE ROAD
FUTURE 6' SIDEWALK
VINE DRIVE
FUTURE 6' SIDEWALK
FUTURE 15' UTILITY EASEMENT
FUTURE 15' UTILITY EASEMENT
EXISTING
60' ROW
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
HEIGHT @ CL TRACKS 25.0%%P' HEIGHT @ CL TRACKS 25.0±'
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
�
TIMBERLINE ROAD
83' 115' {}ROW -{}
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
6' SIDEWALK
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
36.35' EXISTING TIMBERLINE ROAD
EDGE OF ASPHALT
6' SIDEWALK
TIMBERLINE ROAD
TRACT H
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
X
C211
L200
C216
C218
L269
C279
L287
C307
C342
C380
L386
TIMBERLINE ROAD
83' 115' {}ROW -{}
19' {}-{}
10' TRAIL
10' TRAIL
GARGANEY DRIVE
(SEE SHEETS R18-R19)
35.85' EXISTING TIMBERLINE ROAD
EDGE OF ASPHALT
6' SIDEWALK
10' TRAIL
TRACT H TRACT K
4965
4970
4975
4980
4985
4990
4995
4965
4970
4975
4980
4985
4990
4995
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
L196
L377
L387
L388
TIMBERLINE ROAD
83' 115' {}ROW -{}
19' {}-{}
MEDIAN
FUTURE 6' SIDEWALK
FUTURE 6' SIDEWALK
FUTURE 15' UTILITY EASEMENT
FUTURE 15' UTILITY EASEMENT
4970
4975
4980
4985
4990
4995
5000
4970
4975
4980
4985
4990
4995
5000
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 54+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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ST
ST
ST
ST ST
ST
ST ST
�
�
C227
L213
C232
C235
L222
L238
C254
L241
L328
C347
L329
C344
L330
C346
C351
C269
L258
C270
L259
C271
C272
C278
C299
C300
C305
C355
C306
L344
C357
L346
C373
C221
L253 L255 L256
C220
L252
L251
L250
C219
L249
C215
C204
L218
C203
C266
UD UD
UD UD UD
UD
UD
MERGANSER STREET MERGANSER STREET
LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 9
LOT 1
4.5' SIDEWALK
C278
L279
C295
L280
L334
C297
C264
C299
C300
C305
C355
C306
C308
L335
L332
C310
C262
L296
C315
L297
C316
L298
C317
L304
C324
C329
L312
C330
L313
C331
L347 L348
C358
L350
C373
L316
C266
UD UD
UD
UD UD UD
UD
UD UD
UD
UD UD
UD
MERGANSER STREET
MERGANSER STREET
LOT 17
LOT 18
LOT 19
LOT 5
LOT 4
LOT 20
LOT 21
LOT 3
LOT 22
LOT 2
LOT 24 LOT 23
LOT 1
TRACT G
LOT 25
L272
L319
C336
L204
TS R30)
53' ROW
30' {}-{}
9' UTILITY ESMT
ROSYBILL DRIVE
9' UTILITY ESMT
9' UTILITY ESMT
LOT 21 LOT 20 LOT 19 LOT 18 LOT 17
LOT 16 LOT 15
LOT 14
LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 9
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+75 10+00 11+00 12+00 13+00 14+00 14+50
C280
L271
C281
C282
C283
C334
L318
C335
C339
C341
C200
L203
9' UTILITY ESMT
GARGANEY DRIVE
(SEE SHEETS R18-R19)
GARGANEY DRIVE
(SEE SHEETS R18-R19)
PRIVATE DRIVE
(SEE SHEETS R30)
53' 30' ROW {}-{}
9' UTILITY ESMT
9' UTILITY ESMT
BLACK SCOTER DRIVE
4.5' SIDEWALK
4.5' SIDEWALK
LOT 12
LOT 28 LOT 27 LOT 26
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
C284
L273
C285
L274
C286
L275
L276
L293
L298
C317
L299
C318
L233
C319
L310
C327
C328
L311
C329
L312
L314
C336
C337
L320
L350
L206
C202
L205
C201
����
���
��
W
W
W
W
W
GOSLYN DRIVE
(SEE SHEETS R18)
MERGANSER STREET
(SEE SHEETS R14-R15)
MANDARIN DRIVE
(SEE SHEETS R20-R21)
MANDARIN DRIVE
(SEE SHEETS R20-R21)
53' 30' ROW {}-{}
9' UTILITY ESMT
L200
C279
L270
C280
L271
L287
C307
L288
L305
L317
C334
L321
C339
L322
C341
L323
C342
L324
L386
UD UD
UD UD UD
UD UD UD
4.5' SIDEWALK
10' {}-{}
73' 50' ROW {}-{}
GARGANEY DRIVE
BLACK SCOTER DRIVE
(SEE SHEETS R16)
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
TIMBERLINE ROAD
(SEE SHEETS R7-R13)
TIMBERLINE ROAD
(SEE SHEETS R7-R13)
LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LOT 28
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 13+50
C284
C323
C325
C326
L310
C327
C328
L314
L288
C308
L297
L305
L306
C323
L307
C324
L308
C325
C326
C331
C332
L315
C333
L317
C338
L321
L322
C340
L348
UD
UD UD UD UD UD UD UD UD
UD
UD UD UD UD UD UD UD UD
73' 50' ROW {}-{}
10' {}-{}
MEDIAN
GARGANEY DRIVE
4.5' SIDEWALK
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT 9' UTILITY ESMT
73' ROW
50' {}-{}
10' {}-{}
MEDIAN
LOT 6
LOT 1
LOT 20 LOT 19 LOT 18 LOT 17
LOT 9
LOT 22 LOT 21
6' UTILITY ESMT
20'
{}-{}
20'
{}-{}
MERGANSER STREET
(SEE SHEETS R7-R11)
MERGANSER STREET
(SEE SHEETS R7-R11)
GOSLYN DRIVE
(SEE SHEETS R18)
MERGANSER STREET
(SEE SHEETS R14-R15)
MERGANSER STREET
(SEE SHEETS R14-R15)
LOT 7
L279
C295
L280
L335
C314
L296
C315
C322
L304
L347
L316
MANDARIN DRIVE
53' 30' ROW {}-{}
MERGANSER STREET
(SEE SHEETS R14-R15)
MERGANSER STREET
(SEE SHEETS R14-R15)
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
6' UTILITY ESMT
LOT 1 LOT 2
LOT 3
LOT 28
LOT 27
LOT 1
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+75 10+00 11+00 12+00
L277
C293
L278
C294
L294
C313
L295
C314
L302
C321
L303
C322
UD
UD UD UD UD
UD
UD
MANDARIN DRIVE
53' ROW
53' 30' ROW {}-{}
4.5' SIDEWALK
C174
C182
L274
C286
L275
C287
C288
C289
C290
C291
L276
C292
L277
C311
L293
C312
L294
L233
C319
L301
C320
L302
L206
C267
ROSYBILL DRIVE
(SEE SHEETS R16-R17)
53' 30' ROW {}-{}
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
LOT 15
LOT 11
LOT 16
LOT 17
LOT 12
LOT 18 LOT 19
LOT 13
LOT 1
LOT 20 LOT 21
LOT 22
MANDARIN DRIVE
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 12+50
C237
L225
C238
L226
C268
C273
L261
C275
C369
C276
L284
C302
L372
L289
L356
UD
UD
UD UD
UD
UD
UD
53' 30' ROW {}-{}
SHEARWATER DRIVE
(SEE SHEETS R22-R23)
LOT 17
SHEARWATER DRIVE
(SEE SHEETS R22-R23)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
OUZEL DRIVE
L177
C230
L216
C231
L219
C233
L220
C240
C241
C242
L228
C243
C244
L234
C250
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
C233
L220
C234
L221
L225
C238
L226
C239
L227
C240
L232
C248
C249
L234
C250
L239
L331
C343
L325
C268
L257
L261
L289
L356
53' 30' ROW {}-{}
LOT 5 LOT 6 LOT 7
LOT 6
LOT 1
LOT 14 LOT 15 LOT 16 LOT 3 LOT 4
LOT 13
LOT 12
LOT 11
LOT 10
LOT 28 LOT 29
LOT 25 LOT 26 LOT 27
LOT 23 LOT 24
LOT 22
LOT 21
LOT 19 LOT 20
LOT 18
CAPE TEAL DRIVE
(SEE SHEETS R22)
MUSCOVY DRIVE
(SEE SHEETS R24)
LOT 17
4.5' SIDEWALK
4.5' SIDEWALK
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
26+00 27+00 28+00 28+50
C235
L222
L329
C344
L330
C346
L331
C269
L258
C270
L259
L346
L255 L256
L249
C215
C204
L218
C203
VAULT
ELEC
53' 30' ROW {}-{}
MERGANSER STREET
(SEE SHEETS R14-R15)
4.5' SIDEWALK
9' UTILITY ESMT
LOT 7
LOT 8
LOT 8
LOT 6
LOT 7
MERGANSER STREET
(SEE SHEETS R14-R15)
LOT 9
9' UTILITY ESMT
4.5' SIDEWALK
9' UTILITY ESMT
L214
L230
C246
L231
C247
L232
C248
L237
L239
C253
L240
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
C229
L215
C230
L219
L228
C244
L229
C245
L236
C251
53' 30' ROW {}-{}
4.5' SIDEWALK
OUZEL DRIVE
(SEE SHEETS R22-R24)
OUZEL DRIVE
(SEE SHEETS R22-R24)
ALEUTIAN DRIVE
LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 10 LOT 9
LOT 8 LOT 7
LOT 6
TRACT E
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
STORM DRAIN C
STORM DRAIN B
BLOCK 5
TRACT C
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
18+00 19+00 20+00 21+00 22+00 22+50
C227
L213
C228
L214
L230
C246
L231
L237
C252
L238
L240
C254
L241
L326
C345
L327
C348
L344
L251
MUSCOVY DRIVE
(SEE SHEETS R22-R24)
MERGANSER STREET
(SEE SHEETS R14-R15)
MERGANSER STREET
(SEE SHEETS R14-R15)
LOT 4
LOT 5
LOT 6
LOT 5
LOT 1
LOT 2
LOT 14
LOT 13
LOT 12
LOT 2 LOT 1
TRACT D
LOT 4 LOT 3
53' 30' ROW {}-{}
9' UTILITY ESMT
6' UTILITY ESMT
9' UTILITY ESMT
6' UTILITY ESMT
ALEUTIAN DRIVE
4.5' SIDEWALK
BLOCK 5
4.5' SIDEWALK
LOT 7
VAULT
CABLE
����
���
�
ST
L177
C231
C243
OUZEL DRIVE
(SEE SHEETS R22-R23)
9' UTILITY ESMT
9' UTILITY ESMT
4.5' SIDEWALK
4.5' SIDEWALK
66' ROW
40' {}-{}
OLD VINE DRIVE
TRACT C
9' UTILITY ESMT
TRACT A
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
ST
ST
ST
ST ST
ST ST
ST
VAULT
CABLE
�
�
VAULT
ELEC
GAS
L211
L212
L217
C232
C351
MERGANSER STREET
(SEE SHEETS R14-R15)
9' UTILITY ESMT
9' UTILITY ESMT
4.5' SIDEWALK
OLD VINE DRIVE
66' 40' ROW {}-{}
TRACT C
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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��� ���� �� ������������
������ ������ ��� ������ ��
40' {}-{}
66' 40' ROW {}-{}
OLD VINE DRIVE
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
25+00 26+00 27+00 28+00 29+00 29+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
LOT 25
LOT 26
LOT 27
LOT 28
BLOCK 11
BLOCK 11
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
TRACT P
C280
L271
C281
C325
C326
L310
L314
C332
L315
C333
C334
L318
L320
C338
L203
6' UTILITY ESMT
9' UTILITY ESMT
4.5' SIDEWALK
20' TRACT
GOSLYN DRIVE
(SEE SHEETS R18)
GOSLYN DRIVE
(SEE SHEETS R18)
BLACK SCOTER DRIVE
(SEE SHEETS R16)
BLACK SCOTER DRIVE
(SEE SHEETS R16)
20' TRACT
6' UTILITY ESMT
8' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT 9' UTILITY ESMT
4.5' SIDEWALK
17.58' {}-EOA
4950
4955
4960
4965
4970
4975
4980
4985
4990
4950
4955
4960
4965
4970
4975
4980
4985
�
�
�
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
�
�
R R
UD UD UD
UD UD UD UD UD UD
UD
UD
UD UD UD
UD UD
UD
UD
UD UD
UD
UD UD
UD
UD UD
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
BLACK SCOTER
DRIVE
OUZEL DRIVE
GOSLYN DRIVE
CAPE
TEAL DRIVE
MUSCOVY DRIVE
ROSYBILL DRIVE
SHEARWATER DRIVE
ALEUTIAN DRIVE
MANDARIN DRIVE
GARGANEY DRIVE
MANDARIN DRIVE
1
40.88
2
5.36
3
11.93
4
6.91
7
5.59
8
8.41
11
9.34
10
4.49
12
6.74
14
5.15
1
2 3 4
6 7
8
5
9
10
11
12
14
15
5
5.98
9
1.19
13
1.52
6
2.62
13
POND 2
POND 1 (EXISTING WETLAND)
FOREBAY
FOREBAY
POND 3
15
0.77
TRACT A TRACT B
TRACT C
TRACT D
TRACT E
TRACT G
TRACT F
TRACT H
TRACT I
TRACT J
TRACT K
TRACT L
TRACT M
TRACT N
TRACT O
TRACT Q
TRACT P
TRACT K
TRACT A
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
NORTH
( IN FEET )
1 inch = ft.
150 0 150 Feet
150
300 450
OD1
DRAINAGE PLAN
OVERALL C. SNOWDON
D. FRY
1" = 150'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER ST. VRAIN SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.EXISTING SANITARY SEWER LOCATION IS APPROXIMATE AND WAS SUPPLIED
BY MOUNTAIN SHADOWS FILING I AND NOT VERIFIED WITHIN THE FIELD
SURVEY. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND
ORDERING OF MATERIAL.
8.LOTS 1-3, BLOCK 1 & LOTS 1-3, BLOCK 3 TO BE SERVICED FROM EXISTING
SANITARY SEWER MAIN. CONTRACTOR TO VERIFY IF SERVICES ARE
CURRENTLY INSTALLED. IF NO SERVICES EXIST, CONTRACTOR SHALL
CONTACT THE ENGINEER.
9.EXISTING SANITARY SEWER MANHOLE LOCATION IS ESTIMATED IN THE
SHORES ANNEXATION TO THE TOWN OF FIRESTONE, AND NOT VERIFIED WITHIN
THE FIELD SURVEY. CONTRACTOR TO VERIFY LOCATION PRIOR TO
CONSTRUCTION AND ORDERING OF MATERIAL.
OD1
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
B2
1.45 ac
4990
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
PRIVATE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R30
PRIVATE DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R30
R
CENTERLINE
OLD VINE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R29
OLD VINE DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH
STA
25+00
MATCH LINE SEE SHEET R26 STA 25+00
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R27 R28 R29
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
OLD VINE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R28
OLD VINE DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH
STA
15+00
MATCH LINE STA
LINE
MATCH STA
25+00
MATCH LINE STA
15+00
SEE SHEET R27 25+00
SEE SHEET R25
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R27 R28 R29
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
OLD VINE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R27
OLD VINE DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH
STA
15+00
MATCH LINE SEE SHEET R26 STA 15+00
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R27 R28 R29
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R26
ALEUTIAN DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
ALEUTIAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
LINE
MATCH
STA
18+00
MATCH LINE STA18+00
R25 R26
SEE SHEET R23
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R25
ALEUTIAN DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
ALEUTIAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R25 R26
LINE
MATCH
STA
18+00
MATCH LINE SEE SHEET R24 STA18+00
L331
C343
L325
C349
L326
C345
L327
L257
53' 30' ROW {}-{}
ALEUTION DRIVE
(SEE SHEETS R25-R26)
ALEUTION DRIVE
(SEE SHEETS R25-R26)
LOT 2 LOT 1
LOT 5 LOT 4 LOT 3
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 6
LOT 5
LOT 4
SHEARWATER DRIVE LOT 3
(SEE SHEETS R22-R24
SHEARWATER DRIVE
(SEE SHEETS R22-R24)
9' UTILITY ESMT
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
MUSCOVY DRIVE
9' UTILITY ESMT
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 14+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R24
SHEARWATER DR. & MUSCOVY DR.
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
SHEARWATER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
MUSCOVY DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R22
R22
R24
R24
R23
LINE
MATCH
STA
26+00
MATCH LINE SEE SHEET R21 STA26+00
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R23
SHEARWATER DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
SHEARWATER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
10°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R22
R22
R24
R24
R23
LINE
MATCH STA
16+00
MATCH LINE STA16+00
MATCH LINE STA26+00
LINE
MATCH
STA
26+00
SEE SHEET R20
SEE SHEET R22
L235
�
ST
53' ROW
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
LOT 3 LOT 4
LOT 1 LOT 2
LOT 17
OLD VINE DRIVE
(SEE SHEETS R27-R29)
(SEE SHEETS R12-R13)
STORM DRAIN B
STORM DRAIN B
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
6' UTILITY ESMT
4.5' SIDEWALK
4.5' SIDEWALK
LOT 16
ALEUTIAN DRIVE
(SEE SHEETS R25-R26)
LOT 19
OLD VINE DRIVE
(SEE SHEETS R27-R29)
4.5' SIDEWALK
30' {}-{}
LOT 18
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R22
CAPE TEAL DR. & OUZEL DR.
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
CAPE TEAL DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH
CENTERLINE
OUZEL DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R22
R22
R24
R24
R23
LINE
MATCH STA
16+00
MATCH LINE SEE SHEET R21 STA16+00
4985
4990
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50
L165
C175
L166
C176
L168
C178
L169
C180
L170
C181
L171
C289
L354
C267
MANDARIN DRIVE
53' 30' ROW {}-{}
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R21
MANDARIN DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
MANDARIN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH 150° NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R20
R21
R21
R20
MATCH LINE STA
LINE
MATCH
STA
19+00
20+00
LINE
MATCH
STA
25+00
SEE SHEET R18
LINE
MATCH
STA
25+00
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
LOT 1
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8
LOT 2 LOT 3
LOT 9
TRACT G
TRACT F
LOT 10
LOT 4
LOT 11
LOT 5 LOT 6
LOT 12
LOT 13
LOT 7
LOT 8
LOT 9
LOT 14
LOT 10
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
SEE SHEET
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R20
MANDARIN DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
MANDARIN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
180°
CENTERLINE
MANDARIN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R20
R21
R21
R20
LINE
MATCH
STA
12+00
MATCH LINE STA12+00
MATCH LINE STA20+00
LINE
MATCH
STA
12+00
LINE
MATCH STA
19+00
MATCH LINE STA19+00
R18
SEE SHEET R18
SEE SHEET R19
TRACT H
TRACT Q
TRACT G
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
22+50 22+00 21+00 20+00 19+00 18+00 17+00 16+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R19
GARGANEY DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
GARGANEY DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R19
R18
R18
LINE
MATCH STA
MATCH LINE SEE SHEET R16 STA16+00 16+00
C332
L315
C333
C337
L320
C338
C340
C201
UD
UD
UD UD UD UD UD
GOSLYN DRIVE
ROSYBILL DRIVE
(SEE SHEETS R16-R17)
ROSYBILL DRIVE
(SEE SHEETS R16-R17)
GARGANEY DRIVE
(SEE SHEETS R18-R19)
GARGANEY DRIVE
(SEE SHEETS R18-R19)
PRIVATE
DRIVE
4.5' SIDEWALK
53' 30' {ROW }-{}
4.5' SIDEWALK
4.5' SIDEWALK
LOT 9
LOT 22
LOT 21
LOT 8
LOT 7
LOT 6
PRIVATE DRIVE LOT 1
(SEE SHEET R30)
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
16+00 15+00 14+00 13+00 12+00 11+00 10+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
GOSLYN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R18
GOSLYN DR. & GARGANEY DR.
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
GARGANEY DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R19
R18
R18
MATCH LINE STA16+00 LINE
MATCH STA
SEE SHEET R17 16+00
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
9' UTILITY ESMT
6' UTILITY ESMT
6' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
LOT 15
LOT 14
LOT 13
LOT 12 LOT 11
LOT 10 LOT 9
LOT 8 LOT 7
LOT 6 LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 13
LOT 15 LOT 14
LOT 17 LOT 16
LOT 19 LOT 18
LOT 5
LOT 6
ROSYBILL DRIVE
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R17
BLACK SCOTER DR. & ROSYBILL DR.
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
ROSYBILL DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
150°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R17
R16
LINE
MATCH
STA
18+50
MATCH LINE SEE SHEET R14 STA18+50
LOT 11
LOT 25 LOT 24
LOT 23
LOT 22
LOT 21
LOT 9
LOT 10
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY ESMT
4.5' SIDEWALK
LOT 13
4965
4970
4975
4980
4985
4990
4965
4970
4975
4980
4985
4990
14+50 15+00 16+00 17+00 18+00 18+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
BLACK SCOTER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R16
BLACK SCOTER DR. & ROSYBILL DR.
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
ROSYBILL DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
90° NORTH 180° NORTH
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R17
R16
LINE
MATCH
STA
14+50
MATCH LINE STA14+50
MATCH LINE STA14+50
LINE
MATCH STA
14+50
LINE
MATCH
STA
18+50
MATCH LINE STA18+50
SEE SHEET R14
SEE SHEET R14
SEE SHEET R15
LOT 7
LOT 26
LOT 6
LOT 27
LOT 4 LOT 5
LOT 28
LOT 3
LOT 1
LOT 1 LOT 2
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK 4.5' SIDEWALK
5' PRIVATE TRAIL
53' ROW
30' {}-{}
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
9' UTILITY ESMT
MANDARIN DRIVE
(SEE SHEETS R20-R21)
ROSYBILL DRIVE
(SEE SHEETS R16-R17)
ROSYBILL DRIVE
(SEE SHEETS R16-R17)
GARGANEY DRIVE
(SEE SHEETS R18-R19)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
MERGANSER
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R15
MERGANSER
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
90°
LINE
MATCH
STA
20+00
MATCH LINE SEE SHEET R12 STA20+00
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R14
R15
4.5' SIDEWALK
ROW VARIES
36' {}-{}
9' UTILITY ESMT
OLD VINE DRIVE
(SEE SHEETS R27-R28)
OLD VINE DRIVE
(SEE SHEETS R27-R28)
ALEUTIAN DRIVE
(SEE SHEETS R25-R26)
SHEARWATER DRIVE
(SEE SHEETS R23-R24)
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
VINE DRIVE
"NEW VINE" DRIVE
(SEE SHEETS R1-R6)
4.5' SIDEWALK
9' UTILITY ESMT 9' UTILITY ESMT
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
85\U+00B0'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
MERGANSER
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R14
MERGANSER
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
90°
LINE
MATCH
STA
20+00
MATCH LINE SEE SHEET R13 STA20+00
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R14
R15
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R13
ULTIMATE TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
90°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R9
R10
R11
R12
R13
LINE
MATCH
STA
45+00
MATCH LINE SEE SHEET R10 STA45+00
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R12
ULTIMATE TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
90°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R9
R10
R11
R12
R13
LINE
MATCH STA
36+00
MATCH LINE STA
LINE
MATCH
STA
45+00
MATCH LINE STA
36+00
45+00
SEE SHEET
SEE SHEET R11
R9
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R11
ULTIMATE TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
95°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R9
R10
R11
R12
R13
LINE
MATCH
STA
26+00
MATCH LINE STA
LINE
MATCH
STA
36+00
MATCH LINE STA
26+00
36+00
SEE SHEET
SEE SHEET R10
R8
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R10
ULTIMATE TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
90°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R9
R10
R11
R12
R13
LINE
MATCH
STA
16+50
MATCH LINE STA
LINE
MATCH
STA
26+00
16+50
MATCH LINE STA 26+00
SEE SHEET
SEE SHEET
R7 R9
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R9
ULTIMATE TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
90°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R9
R10
R11
R12
R13
LINE
MATCH
STA
16+50
MATCH LINE SEE SHEET STA16+50
R8
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R8
INTERIM TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
90°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R7
R8
LINE
MATCH
STA
12+50
MATCH LINE SEE SHEET STA 12+50
R7
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R7
INTERIM TIMBERLINE ROAD
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
NORTH
95°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R7
R8
LINE
MATCH STA
12+50
MATCH LINE SEE SHEET STA 12+50
R8
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R6
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
35°
LINE
MATCH
STA
50+50
MATCH LINE SEE SHEET STA50+50
R5
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R5
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
35°
LINE
MATCH
STA
40+50
MATCH LINE STA
MATCH LINE SEE SHEET STA 50+50
LINE
MATCH
STA
50+50
SEE SHEET 40+50
R4 R6
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
TRACT H TIMBERLINE ROAD
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50
EXISTING
TIMBERLINE
ROAD
FUTURE LIMITS OF
TIMBERLINE ROAD
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R4
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH
STA
30+50
MATCH LINE STA
MATCH LINE SEE SHEET STA 40+50
LINE
MATCH
STA
40+50
SEE SHEET 30+50
R3 R5
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
UD
UD
UD
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
"NEW VINE" DRIVE
15' UTILITY ESMT
15' UTILITY EASEMENT
7'
{}-{}
115' 83' {}ROW -{}
9' UTILITY ESMT
9' UTILITY ESMT
4.5' SIDEWALK
"NEW VINE" DRIVE
LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
7' {}-{}
MEDIAN
19' {}-{}
MEDIAN
ROW VARIES 83' {}-{}
MERGANSER STREET
(SEE SHEETS R14-R15)
MERGANSER STREET
(SEE SHEETS R14-R15)
TRACT B
TRACT Q
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R3
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH
STA
30+50
MATCH LINE STA
MATCH LINE SEE SHEET STA30+50
LINE
MATCH
STA
21+50
SEE SHEET 20+50
R2 R4
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
10°
(SEE SHEETS R22)
TRACT A
TRACT B
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R2
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
10°
LINE
MATCH
STA
10+50
MATCH LINE STA10+50
MATCH LINE SEE SHEET STA20+50
LINE
MATCH
STA
20+50
SEE SHEET
R1 R3
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
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
K��� ����'� �����.
C��� ������ ��� ���.
R
CENTERLINE
"NEW VINE" DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 {}" 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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.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.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SAWCUT LINE EASEMENT LINE
EXISTING LOT LINE
ST �
FUTURE CURB & GUTTER
FUTURE CENTERLINE
FUTURE RIGHT-OF-WAY
EXISTING EASEMENT LINE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R1
"NEW VINE" DRIVE
ROADWAY PLAN & PROFILE C. Snowdon
C. Bowen
1"=40'
LINE
MATCH STA
10+50
MATCH LINE SEE SHEET STA 10+50
R2
10°
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
R1 R2 R3 R4
R5
R6
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
IP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK
AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6.
CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
005
SWMP7
006
SWMP7
008
SWMP7
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
TYPE H
TYPE M
TYPE L
TYPE VL
2-10
35-50
70-50-100 70
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
* d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF
TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED.
50
6
2
9
12
6**
35-50
2-10
50-70
70-100
9
3
12
15
9**
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
VL(d = 6IN.),
L(d = 9 IN.)
M(d = 12 IN.)
H(d = 18 IN.)
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
4
6
6
6
6
8
8
50
50
50
50
TYPE II
50
SEE TABLE III
2'
2d 50
2d
SEE TABLE III
50
TYPE II BEDDING
RIPRAP
FLARED END SECTION (TYP.)
GRANULAR BEDDING
RIPRAP
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL}
RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE
OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP
STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II
BEDDING AT DROP STRUCTURES IS ACCEPTABLE.
12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
RIPRAP
{FILTER FABRIC PLACEMENT AND LAP DETAIL}
{LAP DETAIL}
FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75%
RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED
WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP.
FINISHED GRADE
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOID FROM FINISHED SURFACE TO NATIVE SOIL.
D 50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
REQUIRE ADJUSTMENT OF FIRST LIFT
41D
0" MIN
6" MAX
3" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE NOTE 3 BELOW.
GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING
SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP.
FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE
STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS
AS INDICATED ON PLANNING PLANS.
4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP.
{TYPICAL PLANTED RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS
AN ALTERNATIVE TO A TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE
GEOTEXTILES - SECTION 712.
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA
MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE
URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN
WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{PLANTED RIPRAP NOTES:}
1.
2.
3.
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
009
SWMP7
SEDIMENT TRAP & SEDIMENT BASIN
NOT TO SCALE
007
SWMP7
2:1
MAX.
FLOW
TRANSITION EXISTING
POND INTO SEDIMENT TRAP
2:1
MAX.
2:1
MAX.
2:1
MAX.
0.8' MIN.
1.6' 0.MIN. 2' MIN.
1' MIN.
3.2'
1.6'
B B
2:1
MAX.
2:1
MAX.
A A
{SECTION A-A}
{PLAN VIEW}
{SECTION B-B}
ST
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
NOT TO SCALE
SF
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
WATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%CURB INLET WATTLE PROTECTION SETUP%
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{PERVIOUS INSTALLATION}
{IMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE CHECKDAMS SETUP
SF
000
SWMP6
001
SWMP6
NOTES:
1.FIBER ROLLS TO BE STAKED AS REQUIRED.
2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED.
{PLAN VIEW}
{ISOMETRIC VIEW}
DRIVEWAY
DRIVEWAY
STREET
SIDEWALK
SIDEWALK
NOT TO SCALE
002
SWMP6
EROSION CONTROL FOR CONSTRUCTION
ON INDIVIDUAL RESIDENTIAL LOTS
SWALE WATTLE DIKE
NOT TO SCALE
ENTRENCH 3"
POINT A
SECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
PLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES
1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS
ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
WD
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES
ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
STA %OR%
OR
(10" MIN. DIA.)
003
SWMP6
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
SECTION A-A
PLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
AND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
WATTLE FILTER
DROP INLET
INLET
PLAN VIEW
ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%DROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO NATURAL
GROUND AT THE OUTSIDE EDGE OF
CONCRETE APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{
GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
DROP INLET PROTECTION
NOT TO SCALE
IP
004
SWMP6
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
W5 W5
IP W5 IP
IP
IP
IP
IP
IP
W5
IP IP
RS VT
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
SF
SF SF SF SF SF SF
SF
SF
VT
CWA
RR
RR
RR
RR
ST
ST
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED OUTLET
STRUCTURE
PROPOSED
OUTLET STRUCTURE
PROPOSED STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED OUTLET STRUCTURE
& OUTLET PIPE
SIDEWALK CUVERT
PROPOSED UNDERDRAIN
SIDEWALK CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
OUTLET
OUTLET
SIDEWALK
CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
IP
SD SD SD SD
IP
IP
IP
IP
TRACT E
TRACT D
TRACT F
TRACT K
TRACT G
TRACT O
TRACT K
TRACT P
TRACT Q
TRACT I
TRACT L
TRACT M
TRACT N
TRACT A
TRACT B
TRACT C
TRACT A
TRACT J
TRACT H
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
NORTH
( IN FEET )
1 inch = ft.
150 0 150 Feet
150
300 450
EC1
EROSION CONTROL PLAN
C. SNOWDON
C. Bowen
1" = 150'
EC1
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
NOTES:
PROPOSED STORM INLET
CURB & GUTTER
LOT LINE
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
K��� ����'� �����.
C��� ������ ��� ���.
R
SILT FENCE SF
WATTLE INLET FILTER IP
WATTLE W5
SWALE WATTLE DIKE SD
ROCK SOCK RS
VEHICLE TRACKING PAD VT
SF
CONCRETE WASHOUT AREA CWA
PLANTED RIPRAP RR
SEDIMENT TRAP ST
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
{A.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.
B.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.
C.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.
D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING
AND LEVEL OF SITE STABILIZATION.
E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL
SITE IS FULLY STABILIZED.
F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL 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.
}{
H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
I.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.
J.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.
K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL
STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED
ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER
LOCATIONS.
L.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.
}
{M.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 CONTROL NOTES:
LOT 27
LOT 28
LOT 29
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
MERGANSER
"NEW VINE" DRIVE
CAPE TEAL DRIVE
MUSCOVY DRIVE
TRACT B
TRACT D
TRACT E
SIDEWALK
CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
SIDEWALK
CULVERT
TRICKLE PAN
6' CROSS PAN
SHEARWATER DRIVE
ALEUTIAN DRIVE
DAY LIGHT
EXISTING PIPE
ALEUTIAN DRIVE
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G6
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G5
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
TRACT K
PROPOSED UNDERDRAIN
SIDEWALK CULVERT
6' CROSS PAN 6' CROSS PAN
6' CROSS PAN
PERFORATED
UNDERDRAIN
PERFORATED
UNDERDRAIN
4' CENTER PAN
4' CENTER PAN
2' CURB CUT
2' CURB CUT
6' CROSS PAN
INFILTRATION GALLERY
WITHIN MEDIAN
GARGANEY DRIVE
TRACT Q
TRACT P
TRACT K
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G4
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
LOT 8
LOT 9
LOT 10
LOT 13 LOT 12 LOT 11
LOT 14
LOT 16 LOT 15
LOT 17
LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
"NEW VINE" DRIVE
OUZEL DRIVE
CAPE TEAL DRIVE
SHEARWATER DRIVE
ALEUTIAN DRIVE
TRACT C
TRACT A
TRACT E
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED OUTLET
STRUCTURE
PROPOSED STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED OUTLET STRUCTURE
& OUTLET PIPE
SIDEWALK CUVERT
SIDEWALK
CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
SIDEWALK
CULVERT
TRICKLE PAN
TRICKLE PAN
STORM INLET TRICKLE PAN
DETENTION POND
CURB INLET
CURB INLET
CURB INLET
CURB INLET
TRICKLE PAN
6' CROSS PAN
DETENTION POND
FOREBAY
PROPOSED OUTLET
STORM MH
STORM MH
STORM MH
ALEUTIAN DRIVE
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G3
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
"NEW VINE" DRIVE
BLOCK 10
BLOCK 10
LOT 1
LOT 2
LOT 3
LOT 4
CAPE TEAL D
MANDARIN DRIVE
TRACT L
TRACT I
TRACT F
TRACT B
TRACT G
PROPOSED STORM DRAIN
PROPOSED
OUTLET STRUCTURE
SIDEWALK SIDEWALK CULVERT
CULVERT
SIDEWALK
CHASE
PROPOSED
OUTLET
6' CROSS PAN
PERFORATED
UNDERDRAIN
PERFORATED
UNDERDRAIN
6' CROSS PAN
SIDEWALK
CULVERT
TRICKLE PAN
DETENTION POND
EXISTING WETLANDS/
DETENTION POND
FOREBAY
PROPOSED OUTLET
PROPOSED
OUTLET
FOREBAY
GARGANEY DRIVE
TRACT Q
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G2
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
ROSYBILL DRIVE
6' CROSS PAN
FOREBAY
TRACT N
TRACT K
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
G1
GRADING PLAN
C. Snowdon
D. Fry
1" = 50'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
G1
G2
G3 G6
G5
G4
TRACT B
TRACT D
TRACT E
TRACT K
TRACT N
TRACT K
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED OUTLET
STRUCTURE
PROPOSED
OUTLET STRUCTURE
PROPOSED STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED OUTLET STRUCTURE
& OUTLET PIPE
SIDEWALK CUVERT
PROPOSED UNDERDRAIN
SIDEWALK CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
OUTLET
OUTLET
DETENTION POND
EXISTING WETLANDS
DETENTION POND
SIDEWALK
CULVERT
SIDEWALK
CULVERT
SIDEWALK
CHASE
TRACT O
TRACT Q
TRACT J
TRACT P
TRACT G
TRACT F
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
NORTH
( IN FEET )
1 inch = ft.
150 0 150 Feet
150
300 450
OG1
GRADING PLAN
OVERALL C. SNOWDON
C. Bowen
1" = 150'
OG1
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROJECT BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE "NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY
RIPLEY DESIGN, INC. FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED STORM INLET
2.0%
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
CURB & GUTTER
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
�
W
W W
W W W
W W W W
W
W
W
W W
GAS
WV WV WV �
�
SS SS SS
SANITARY LINE A
SANITARY LINE A1E
SANITARY LINE A1N
SANITARY LINE A1E
SANITARY LINE A1-1E
Existing SSMH PDI 0790
Existing SSMH PDI 0780
SSMH B2-1
Existing SSMH PDI 0770
SSMH B2-2
SSMH A1-1.1E
SSMH A1-1.1N
Existing SSMH PDI 0760
SSMH A1-4E
SSMH A1-3E
SSMH A1-2E
TIE INTO EXISTING
SSMH PDI 0750
SSMH A1-1N
SSMH A1 SSMH A1-1E
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
6' UTILITY EASEMENT
9
' UTILITY EASEMENT
9' UTILITY EASEMENT
SANITARY LINE B
SANITARY LINE B2
SANITARY LINE B2
10' MIN.
SANITARY LINE A1-1N
10' MIN.
10' MIN.
MERGANSER
"NEW VINE" DRIVE
CAPE TEAL DRIVE
SHEARWATER DRIVE
MUSCOVY DRIVE
MERGANSER
BLOCK 5
BLOCK 2
TRACT E
SHEARWATER DRIVE
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 4
TRACT D
TRACT B
ALEUTIAN DRIVE
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 27
LOT 8 LOT 7
LOT 6
LOT 29
LOT 28
LOT 1
LOT 8
LOT 7 LOT 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
10' MIN.
10' MIN.
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U6
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U5
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
SANITARY LINE B5
SANITARY LINE B
SANITARY LINE B2
SSMH B5-2
SANITARY LINE B3
SSMH B3-1
10' MIN.
10' MIN.
10' MIN.
"NEW VINE" DRIVE
MERGANSER
GARGANEY DRIVE
MERGANSER
GARGANEY DRIVE
GARGANEY DRIVE
BLOCK 6
TRACT H
BLOCK 2
20'
{}-{}
20'
{}-{}
LOT 1
LOT 6
LOT 5
LOT 4
LOT 1
9' UTILITY EASEMENT
MERGANSER
10' MIN.
TRACT Q
TRACT J
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
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��� ���� �� ������������
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U5
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U6
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U4
10' MIN.
SSMH B5-1.4
SSMH B8-1
10' MIN.
BLOCK 9
BLOCK 10
MERGANSER
TIMBERLINE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOTER DRIVE
GARGANEY DRIVE
MERGANSER
GARGANEY DRIVE
GARGANEY DRIVE
BLOCK 11
BLOCK 9
BLOCK 9
BLOCK 11
BLOCK 6
TRACT K
TRACT H
20'
{}-{}
20'
{}-{}
LOT 4
LOT 3
LOT 2
LOT 1
LOT 6
LOT 5
LOT 4
6' UTILITY EASEMENT
9' UTILITY EASEMENT
SANITARY LINE B8
6' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 7
LOT 8
LOT 9
LOT 10
LOT 19
LOT 18
LOT 20
LOT 11
LOT 12
LOT 14
LOT 13
LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20
LOT 21 LOT 22 LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 12
LOT 10 LOT 11
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 7
LOT 8
LOT 9
LOT 5
MERGANSER
TRACT Q
TRACT P
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U4
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U5
MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U1
SSMH A1-2N
SSMH A3-1
TIE INTO EXISTING
SSMH PDI 0750
SSMH A1-1N
SSMH A1-1E
SSMH A2
SSMH A1
SSMH A5
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY ESMNT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
STORM SEWER LINE A
STORM SEWER LINE B
STORM SEWER LINE C
STORM SEWER LINE B
SANITARY LINE A
SANITARY LINE A3-1
SANITARY LINE A4-1
SANITARY LINE A1N
SANITARY LINE A1-1N
10' MIN.
10' MIN.
10' MIN.
10' MIN.
"NEW VINE" DRIVE
CAPE TEAL DRIVE
SHEARWATER DRIVE
OUZEL DRIVE
ALEUTIAN DRIVE
BLOCK 5
BLOCK 1
TRACT A
BLOCK 5
BLOCK 1 BLOCK 2
TRACT E
OUZEL DRIVE
LOT 3
LOT 2
LOT 4
LOT 17
LOT 5
LOT 6
LOT 18 LOT 19
LOT 16
LOT 20 LOT 21 LOT 22 LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 8
LOT 10 LOT 9
LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 7
LOT 6
LOT 29
LOT 28
LOT 1
LOT 17
LOT 16
LOT 15
LOT 14
LOT 10 LOT 11 LOT 12 LOT 13
LOT 8 LOT 9
TRACT C
LOT 7
LOT 8
9' UTILITY EASEMENT
TRACT A
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U3
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U6
MATCHLINE-SEE SHEET U2
10' MIN.
SANITARY LINE B5
SANITARY LINE B2
STORM SEWER LINE A
SANITARY LINE B3
SSMH B3-1
10' MIN.
10' MIN.
10' MIN.
10' MIN.
BLOCK 8
BLOCK 10
MERGANSER
"NEW VINE" DRIVE
MANDARIN DRIVE
CAPE TEAL DRIVE
MERGANSER
GARGANEY DRIVE
BLOCK 8
BLOCK 1 BLOCK 2
BLOCK 6
BLOCK 2
TRACT B
6' UTILITY EASEMENT
6' UTILITY EASEMENT
LOT 13
LOT 12
LOT 11
LOT 10
TRACT F
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
LOT 28
LOT 1
LOT 27
LOT 2 LOT 26
LOT 3
LOT 25
TRACT G
LOT 4 LOT 24
LOT 5 LOT 23
LOT 6 LOT 22
LOT 21
LOT 7
LOT 4
LOT 3
LOT 2
LOT 1
LOT 6
LOT 5
LOT 4
LOT 1
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
9' UTILITY EASEMENT
MERGANSER
10' MIN.
TRACT I
TRACT L
TRACT A
TRACT Q
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U2
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Environmental Engineer
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U6
MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U4
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U1
0'
53' %ROW %P3
0'
53' ROW
%%P3
0'
53' %%P3 ROW
0'
10' MIN.
10' MIN.
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
10' MIN.
BLOCK 9
BLOCK 8
BLOCK 8
BLOCK 10
BLOCK 7
MERGANSER
DARIN DRIVE
ROSYBILL DRIVE
MANDARIN DRIVE
MERGANSER
MANDARIN DRIVE
LOT 13
LOT 12
LOT 11
LOT 5 LOT 23
LOT 6 LOT 22
LOT 21
LOT 7
LOT 4
LOT 3
LOT 2
6' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 7
LOT 8
LOT 9
LOT 10
LOT 19
LOT 18
LOT 20
LOT 17
LOT 16 LOT 11
LOT 5
TRACT M
TRACT N
TRACT K
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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�������� �� N�������
E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
U1
UTILITY PLAN
C. SNOWDON
D. FRY
1" = 50'
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
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C��� ������ ��� ���.
R
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
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CONTROL
IRR
GAS
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ELEC
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EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
U1
U2
U3 U6
U5
U4
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U4
WV
WV
WV
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ELEC
ELEC
�
GAS T
VAULT
ELEC
VAULT C
ELEC
SS
SS SS
SS SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
�
�
�
W W W W
W W W W W W W W W W W W
G G G G
G G G G G G G G G G G G G G
W
W
W W
W W
W
W W W W W W W W
W W W W W W W
W
W
W
W
W
W
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GAS
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WV
GAS
GAS
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R R
R R
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WV
WV
WV
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SS
W
W
W
W W
W
W
W W
UD UD UD
UD UD UD UD UD UD UD UD
UD UD UD
UD
UD
UD UD UD
UD UD
UD
UD
UD UD
UD
UD UD
UD
UD UD
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
CENTER OF WATER
LINE RIGHT-OF-WAY
OF UNDEFINED WIDTH
BOOK 737, PAGE 575
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 10 LOT 11
LOT 12
LOT 13
LOT 14
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 8 LOT 7 LOT 6
LOT 17 LOT 16 LOT 14 LOT 13 LOT 12 LOT 10 LOT 9
LOT 18 LOT 19 LOT 21 LOT 22 LOT 23
LOT 24 LOT 25
LOT 26 LOT 27
LOT 28 LOT 29
TRACT E
LOT 5
LOT 4
LOT 13
LOT 12
LOT 10
LOT 9
LOT 5 LOT 4
LOT 6 LOT 3
TRACT D
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
TRACT F
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 22
TRACT K
LOT 1
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
TRACT G
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 26
LOT 27
LOT 28
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 1 LOT 7 LOT 8 LOT 9 LOT 10
LOT 12
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17
BLOCK 10
BLOCK 11
BLOCK 11
BLOCK 9
BLOCK 9
BLOCK 8
BLOCK 8
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 6
BLOCK 8
BLOCK 1 BLOCK 2 BLOCK 2
BLOCK 1
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 3
LOT 22
LOT 2 LOT 3
LOT 20
LOT 21 LOT 22
LOT 2 LOT 3 LOT 4 LOT 5
LOT 6
LOT 11
LOT 16 LOT 15 LOT 14
LOT 13
LOT 3 LOT 25
LOT 2
LOT 7
LOT 6
LOT 2
LOT 1
LOT 11
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
MERGANSER
"NEW VINE" DRIVE
TIMBERLINE TIMBERLINE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOTER DRIVE
MANDARIN DRIVE
ROSYBILL DRIVE
CAPE TEAL DRIVE
SHEARWATER DRIVE
SHEARWATER DRIVE
MUSCOVY DRIVE
OUZEL DRIVE
ALEUTIAN DRIVE
GARGANEY DRIVE
LOT 20
LOT 15
LOT 8 LOT 7
LOT 2 LOT 1
TRACT O
TRACT K
TRACT P
TRACT Q
TRACT I
TRACT L
TRACT M
TRACT N
TRACT A
TRACT B
TRACT C
TRACT A
TRACT J
TRACT H
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
NORTH
( IN FEET )
1 inch = ft.
150 0 150 Feet
150
300 450
OU1
UTILITY PLAN
OVERALL C. SNOWDON
D. FRY
1" = 150'
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
K��� ����'� �����.
C��� ������ ��� ���.
R
OU1
ST
EXISTING SANITARY SEWER LINE W/ MH SS
EXISTING STORM SEWER LINE W/ MH
PROPOSED WATER LINE W/ FITTING
LEGEND:
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FLARED END SECTION
EXISTING GATE VALVE
EXISTING H2O CURBSTOP
EXISTING H2O STUB
EXISTING INLET GRATE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING H2O METER
EXISTING H2O MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING H2O VALVE
ELECTRIC VAULT
EXISTING VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
�
�2�
T
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT LINE
EXISTING EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
EXISTING FENCE LINE
PROPERTY BOUNDARY
�
�
PROPOSED SANITARY SEWER LINE W/ MH
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE PER THE BEST AVAILABLE INFORMATION PROVIDED 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 THE EAST LARIMER COUNTY WATER
DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.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.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.SEE SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
"NATURAL HABITATS BUFFER ZONE." REFER TO PLANNING DOCUMENTS BY RIPLEY
DESIGN, INC. FOR ADDITIONAL INFORMATION.
PROPOSED FIRE HYDRANT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
SS
SS
SS SS SS
SS
SS
SS
SS
SS
��
��
��
X X
X
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
�
�
�
W
W W
W W W
W W W W
W
W
W
W
W
W
W
W
W
W
W W
GAS
WV WV WV �
�
SS SS SS
/
/
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/
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/
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/
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/
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/
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/
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/
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/
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/
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/
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/
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/
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/ / /
/ / / / /
/ / / /
/ / / /
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
TO BE VACATED
/ / /
/ /
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/
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/
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/ / / / / / / / / / / / / / / / / / / / / /
/
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/
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/
/ / / / / / / / / / / / / / / / / / / / / /
/
/ / / /
/
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
DE6
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE3
MATCHLINE-SEE SHEET DE2 MATCHLINE-SEE SHEET DE5
MATCHLINE-SEE SHEET DE2
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
H2O
�
�2�
�
�
T
��
��
VAULT
ELEC
�.�.
EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
W
W
W
W
W W
W
W W
�
GAS
GAS
����
WV WV WV �
�
SS SS SS
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
DE5
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE6
MATCHLINE-SEE SHEET DE4
MATCHLINE-SEE SHEET DE2
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
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EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
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City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE5
MATCHLINE-SEE SHEET DE2 MATCHLINE-SEE SHEET DE1
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
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CONTROL
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H2O
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ELEC
�.�.
EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
CENTER OF WATER
LINE RIGHT-OF-WAY
OF UNDEFINED WIDTH
BOOK 737, PAGE 575
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
BOXELDER SANITATION
DISTRICT SEWER EASEMENT
REC. NO. 98090191
TO BE VACATED
CENTER OF CITY OF
GREELEY PIPELINE
EASEMENT
BK 951, PG 115 &
BK 1465, PG 452
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
TO BE VACATED
/
/
/
/
/
/
/
/ / /
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
DE3
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE2
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
�
�
�
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CONTROL
IRR
GAS
H2O
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�2�
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T
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VAULT
ELEC
�.�.
EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
/
/
/ / / /
/
/
/
/
/
/
/
/ / / / / /
/
/
/
20' SUBDRAIN
EASEMENT
REC. NO.
2000049500
TO BE VACATED
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
/ /
/
/ /
/ /
/
/ / /
/ /
/ / /
/
/ / / /
/
/ / / /
/
/
/ /
/
/
/ / /
/
/ / / /
/
/ / / /
/
/ / /
/ /
/ / /
/
/ / / /
/
/ / / /
/
/ / /
/ /
/ / /
/
/ / /
/
/
/ / / /
/
/ / /
/ /
/ / /
/
/ / / /
/
/ /
/ /
/
/ / /
/
/
/ / / /
/
/ / / / / / / / / / / / / / / / / / / / / /
/
/ / / /
/
/ / / /
/
/ / / / / / / / / / / / / / / / / / / / / /
/
/ / / /
/
/ / / /
/
/
DE2
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE3
MATCHLINE-SEE SHEET DE4
MATCHLINE-SEE SHEET DE1
MATCHLINE-SEE SHEET DE6
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
�
�
�
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�
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��
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�
CONTROL
IRR
GAS
H2O
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T
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VAULT
ELEC
�.�.
EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
/ /
DE1
DEMOLITION PLAN C. Snowdon
C. Bowen
1" = 50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
DE4
DE5
DE1
DE2
DE3 DE6
MATCHLINE-SEE SHEET DE2
LEGEND:
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
�
�
�
�
�
�
��
�
�
�
CONTROL
IRR
GAS
H2O
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�2�
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T
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VAULT
ELEC
�.�.
EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
MATCHLINE-SEE SHEET DE4
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
K��� ����'� �����.
C��� ������ ��� ���.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
VAULT
ELEC
VAULT C
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SS
SS
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SS
SS SS
SS
SS
SS SS
SS
8' CHAINLINK
FENCE
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X
X
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X
X
X
X
X
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X X
X
OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE OHE
OHE OHE
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DRAINAGE EASEMENT PER
RECEPTION NO. 98094713
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
CENTER OF WATER
LINE RIGHT-OF-WAY
OF UNDEFINED WIDTH
BOOK 737, PAGE 575
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
BOXELDER SANITATION
DISTRICT SEWER EASEMENT
REC. NO. 98090191
CENTER OF CITY OF
GREELEY PIPELINE
EASEMENT BK 951,
PG 115 & BK 1465,
PG 452
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
HEADGATE NO. 10 LATERAL
WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
PERMANENT WATER SURFACE
OLD VINE DRIVE
TIMBERLINE ROAD
MERGANSER
BULL RUN APARTMENTS
EX2
EXISTING CONDITIONS PLAN C. Snowdon
C. Bowen
1" = 100'
LEGEND:
NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
T���� �������� ���
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KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
EX1
EX2
ELECTRIC BOX
FOUND PROPERTY CORNER
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
FOUND SECTION CORNER
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
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EDGE OF GRAVEL
OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
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
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City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
OHE
OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
W W W W W W
W W W W W W W W W
G G G G G G
G G G G G G G G G
W
W
W
W W W
W W
W
W
W
W W W W W W W W W W W W
W W W W W W W W W W W
W W
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
LARIMER & WELD CANAL
DITCH ROAD
HEADGATE NO. 10 LATERAL
WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
TIMBERLINE ROAD
EX1
EXISTING CONDITIONS PLAN C. Snowdon
C. Bowen
1" = 100'
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
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LEGEND:
NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
ALEUTION DRIVE
OUZEL DRIVE
MUSCOVY DRIVE
SHEARWATER DRIVE
CAPE TEAL DR.
MANDARIN DRIVE
GARGANEY DRIVE
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN DRIVE
BLACK SCOOTER DRIVE
VINE DRIVE
VINE DRIVE
TIMBERLILNE
EX1
EX2
ELECTRIC BOX
FIRE HYDRANT
FLARED END SECTION
GATE VALVE
H2O CURBSTOP
H2O STUB
INLET GRATE
IRRIGATION CONTROL VALVE
LIGHT POLE
GAS MARKER
H2O MARKER
H2O METER
H2O MANHOLE
SANITARY MANHOLE
STORM MANHOLE
TELEPHONE PEDESTAL
SIGN
TESTHOLE
POWER POLE
H2O VALVE
ELECTRIC VAULT
VERTICAL PIPE
ELEC
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CONTROL
IRR
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H2O
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VAULT
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EASEMENT LINE
LOT, TRACT & ROW LINES FROM PLATS
EDGE OF GRAVEL
EXISTING OVERHEAD ELECTRIC LINES OHE OHE
X
ROAD ROW LINE
SECTION LINE
FENCE LINE
PROPERTY BOUNDARY
EXISTING GAS LINES G
EXISTING SANITARY SEWER LINES SS
EXISTING STORM SEWER LINES ST
EXISTING WATER LINES W
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities
(i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also
to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing
utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate
utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall
coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior
to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure
that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be
responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility
companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies
the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion
of the water utility provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general,
storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and
approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install
utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact
Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and
the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such
damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater,
and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage and Erosion Control Report for Waterfield Third Filing dated October 9, 2013 by
Northern Engineering Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control
measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized
with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street
system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom
sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or
Development Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement
of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of
Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth
disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available
after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals
an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all
utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement
design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible
for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement
thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed
Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to
placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort
Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade
and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector.
The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved
plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before
installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of
road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage
work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for
building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to
for additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction
criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site
inspection for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring,
traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate
Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction
activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control
devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City
of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor,
however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment
to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related
to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and
striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins
Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer
County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended
improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted
otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown,
contact the Designer for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate
standards and specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the
plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction
site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall
submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)
for the project as well as the basis of bearings. The information shall be as follows:
City of Fort Collins benchmark 92-1
Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a bridge on the top of the northwest headwall.
Elevation = 4943.13 (City of Fort Collins)
City of Fort Collins benchmark 92-3
Located along Timberline Rd. at Larimer-Weld irrigation ditch on the south end of the east parapet wall.
Elevation = 4985.68 (City of Fort Collins)
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks,
curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this
project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans,
prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any
cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished
patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine.
In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be
required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City
of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which
existed before construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free
from material and workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including
storm drainage structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling,
stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the
construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including
keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible
for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing
vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical
period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept
in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion
control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or
reconstructed as necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the
erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal
of all sediment and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets,
sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and
location so as not to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by
surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded
and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon
completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the
discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to
discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The
developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of
pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to
contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion
of construction activities the concrete washout material will be removed and properly disposed of prior to the area being
restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer
shall implement whatever measures are determined necessary, as directed by the City.
16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort
Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a
depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches
from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement
to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City
of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material
shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay.
Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and
patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort
Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the
new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including
Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior
to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely
removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the
subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite
section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled
with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000
lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by
the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be
preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting
alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior
to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty
period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of
Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or
the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for
new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for
additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage and Erosion Control Report for Waterfield Third Filing dated October 9, 2013 by
Northern Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
E. BOXELDER GENERAL NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior
to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing
construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of
repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the
District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than
four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record
in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association
(OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all
requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and
installed shall also be accurately documented on the Drawings of Record.
9. Materials: Plastic Pipe –All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the
approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger
shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line
installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and
compacted. Refer to force main design for force main bedding requirements. Trench shall be excavated to a depth below
established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a
manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other
than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of
acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum
density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other
public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be
made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer’s expense by District
personnel or the District’s authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.
The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the
authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set
forth in.
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District’s supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District’s acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two
years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in
the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection.
Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The
lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,
two sets of ½-size reproduced prints, one set of 6 mildouble matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer
system improvements shall also be submitted with the Drawings of Record.
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.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
8' PARKING
6' BIKE LANE
8' PARKING
RESIDENTIAL STREET
INTERNAL STREETS
53' ROW
15' -30' {} {}-{}
2% MIN.
(4% MAX.)
8' TRAVEL LANE
7' PARKING
15' -{}
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
8' TRAVEL LANE
7' PARKING
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
MODIFIED RESIDENTIAL STREET
GARGANEY DRIVE
73' ROW
20.0' -{}
50' {}-{}
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
20.0' -{}
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
10'
MEDIAN
2% MIN.
(4% MAX.)
ALLEY OPTION B
PRIVATE DRIVE
20' TRACT
2% MIN.
(4% MAX.)
6' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
RESIDENTIAL STREET
MERGANSER DRIVE
(STA 23+70 - 30+00)
53' ROW
15' -30' {} {}-{}
2% MIN.
(4% MAX.)
8' TRAVEL LANE
7' PARKING
15' -{}
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
8' TRAVEL LANE
7' PARKING
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
80' {}-{} 17.0' {}-6'
4-LANE ARTERIAL
INTERIM TIMBERLINE ROAD
5' SHOULDER
50.0' {}-
4:1 MAX
4:1 MAX
6' 10' PKWY.
12' TURN LANE
12' TRAVEL LANE
8' BIKE LANE
RESIDENTIAL STREET
MERGANSER DRIVE
(STA 15+00 - 22+00)
ROW VARIES
18' 36' -{} {}-{}
2% MIN.
(4% MAX.)
8' TRAVEL LANE
7' PARKING
18' -{}
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
8' TRAVEL LANE
7' PARKING
9' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
4.5'
7'
PKWY.
12' TRAVEL LANE
6' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
FUTURE
TRAVEL
LANE
15'
UTILITY
EASEME
15' UTILITY
EASEMENT
TIMBERLINE ROAD
OLD VINE DRIVE
LEMAY AVENUE
PROJECT
SITE
No. Revisions:
By: Date:
REVIEWED BY:
R. Curtiss
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
12/18/13
PROJECT:
889-001
Sheet
Of 58 Sheets
WATERFIELD THIRD FILING
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NOT FOR CONSTRUCTION
REVIEW SET
12/18/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
CS1
COVER SHEET
C. Snowdon
C. Bowen
N/A
DECEMBER, 2013
UTILITY PLANS FOR
A REPLAT OF WATERFIELD P.U.D. SECOND FILING AND A PORTION OF WATERFIELD P.U.D. FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Linda Ripley
401 W. Mountain Ave., Suite 100
(970) 224-5828
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
Northern Engineering Services, Inc.
Bud Curtiss, PE
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
PLANNER/LANDSCAPE ARCHITECT
VICINITY MAP
NORTH 1"=2000'
SITE ENGINEER/ SURVEYOR
Project Benchmarks:
92-1 - Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a bridge on
the top of the northwest headwall.
Elevation = 4943.13 (City of Fort Collins)
92-3 - Located along Timberline Rd. at Larimer-Weld irrigation ditch on the south end of the
east parapet wall.
Elevation = 4985.68 (City of Fort Collins)
Basis of Bearings
The Basis of Bearings is the South line of the Southwest Quarter of Section 5 as bearing South
88°53'23" East (assumed bearing).
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
EXISTING CONDITIONS & DEMOLITION
UTILITY SHEETS
OU1 OVERALL UTILITY PLAN
GENERAL & CONSTRUCTION
NOTES
CS1
CS2
EX1-EX2 EXISTING CONDITIONS PLAN
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.
Call before you dig.
R
ROADWAY SHEETS
ELCO Water District--------------------------------------------------------------------- (970) 493-1801
Boxelder Sanitation District------------------------------------------------------------ (970) 498-0604
Century Link------------------------------------------------------------------------------- (970) 377-6406
Xcel Energy-------------------------------------------------------------------------------- (970) 225-7869
Xfinity---------------------------------------------------------------------------------------- (970) 567-0245
City of Ft. Collins Utilities - Light & Power------------------------------------------(970) 212-2900
U1-U6 UTILITY PLANS
ROADWAY PLAN & PROFILE
GOSLYN DRIVE & GARGANEY DRIVE
R18-R19
WATERFIELD THIRD FILING
GRADING SHEETS
OG1 OVERALL GRADING PLAN
G1-G6 GRADING PLANS
ROADWAY PLAN & PROFILE
MANDARIN DRIVE
R20-R21
ROADWAY PLAN & PROFILE
CAPE TEAL DRIVE, OUZEL DRIVE,
SHEARWATER DRIVE, & MUSCOVY DRIVE
R22-R24
ROADWAY PLAN & PROFILE
ALEUTION DRIVE
R25-R26
DE1-DE6 DEMOLITION PLAN
ROADWAY PLAN & PROFILE
OLD VINE DRIVE
R27-R29
E N G I N E E R I N G
� � � � � � ��
Northern Engineering Services, Inc
NE Project No. 889-003
Date: June 13, 2013
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc
Date(s): July 27, 2013
ORIGINAL FIELD SURVEY BY:
A.G. Wassenaar Inc.
"Geotechnical Site Development Study Waterfield Development
Northwest of East Vine Drive and North Timberline Road"
Project No. 131041
Date: June 12, 2013
SUBSURFACE EXPLORATION BY:
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
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
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.
I 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.
A. G. Wassenaar, Inc.
Kathleen A. Noonan, PE
2180 South Ivanhoe Street, Suite 5
Denver, Colorado 880222-5710
(303) 756-2920
GEOTECHNICAL ENGINEER
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MANAGER
DATE:
APPROVED:
DATE:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
Risheill Homes, LLC
Curly Risheill
PO Box 400
Castle Rock, CO 80104
(303) 520-6766
OWNER
PRESIDENT
DATE:
APPROVED:
LAKE CANAL
SECRETARY
DATE:
APPROVED:
NUMBER 10 LATER DITCH
DITCH COMPANY
PRESIDENT
DATE:
LARIMER AND WELD IRRIGATION
DITCH COMPANY
EROSION CONTROL SHEETS
EC1-EC3 EROSION CONTROL PLAN
ROADWAY PLAN & PROFILE
PRIVATE DRIVE
R30
ROADWAY SHEETS
ROADWAY PLAN & PROFILE
"NEW VINE" DRIVE
R1-R6
ROADWAY PLAN & PROFILE
INTERIM TIMBERLINE ROAD
R7-R8
R9-R13
ROADWAY PLAN & PROFILE
BLACK SCOTER DRIVE & ROSYBILL DRIVE
R16-R17
DRAINAGE SHEETS
OD1 OVERALL DRAINAGE PLAN
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Engineer
R14-R15 ROADWAY PLAN & PROFILE
MERGANSER STREET
ROADWAY PLAN & PROFILE
ULTIMATE TIMBERLINE ROAD