HomeMy WebLinkAboutSUNSHINE HOUSE FC EARLY LEARNING ACADEMY - PDP/FDP - FDP130041 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSHIELDS ST
RAINTREE DR.
CENTRE AVE.
RESEARCH
BLVD.
COLLEGE AVE. (U.S. 287)
PROSPECT RD.
ROLLAND
MOORE
DR.
W LAKE ST
EAST DR
UNIVERSITY AVE
S SHIELDS ST
HEATHERIDGE RD
BENNETT RD
WORTHINGTON
SHIRE CT
WESTWARD DR
SPRINGFIELD DR
W PITKIN ST
W STUART ST
BAY RD
SOUTH DR
UNIVERSITY AVE
EVENSTAR CT
JOHNSON DR
LYNNWOOD DR
BAY DR
HOBBIT
S WHITCOMB ST
SHEELY DR
W PITKIN ST
JUNIPER LN
JAMES CT
ELLIS DR
DRAKE RD.
AVE
ST
C0.00
COVER SHEET
C. Snowdon
C. Bowen
N.A.
NOVEMBER, 2013 CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Nick Haws, PE
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C0.01
GENERAL & CONSTRUCTION NOTES
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 prior to beginning
SHIELDS ST
RAINTREE DR.
CENTRE AVE.
RESEARCH
BLVD.
COLLEGE AVE. (U.S. 287)
PROSPECT RD.
ROLLAND
MOORE
DR.
W LAKE ST
EAST DR
UNIVERSITY AVE
S SHIELDS ST
HEATHERIDGE RD
BENNETT RD
WORTHINGTON
SHIRE CT
WESTWARD DR
SPRINGFIELD DR
W PITKIN ST
W STUART ST
BAY RD
SOUTH DR
UNIVERSITY AVE
EVENSTAR CT
JOHNSON DR
LYNNWOOD DR
BAY DR
HOBBIT
S WHITCOMB ST
SHEELY DR
W PITKIN ST
JUNIPER LN
JAMES CT
ELLIS DR
DRAKE RD.
AVE
ST
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 2 Sheets
CENTRE FOR ADVANCED TECHNOLOGY 23RD FILING NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
33.17'
CENTRE AVENUE (REC. NO. 2000043056)
OWNER:
CSU RESEARCH FOUNDATION
UNPLATTED
ROLLAND MOORE DR. (ROW VARIES)
(REC. NO. 2003-0039527)
(TO BE RENAMED BOTANICAL LANE)
S66�19'13"W
10.91'
S41�41'07"W 464.29'
S02�26'10"E
14.36'
C
7
S38�59'53"E 102.58'
C
6
N74�08'13"E
14.30'
C
5
N42�49'17"E 549.94'
C4
N47�10'35"W
62.94'
C
3
N51�41'44"W
33.99'
C
2
C
1
SLOPE & DRAINAGE EASEMENT
REC. NO. 2003-0039526
ACCESS, SLOPE &
UTILITY EASEMENT
REC. NO. 2000043055
PORTION OF
20' SANITARY SEWER EASEMENT
REC. NO. 88003247 TO BE
VACATED BY THIS PLAT
LOT 1
84,982 sq.ft.
1.951 ac.
N48�18'53"W 233.85'
134.54'
344.29'
205.65'
329.75'
PERENNIAL LANE (70' ROW)
(PER THE GROVE AT FORT COLLINS)
ROLLAND MOORE DRIVE (74' ROW)
(PER THE GROVE AT FORT COLLINS)
PORTION OF
20' SANITARY SEWER EASEMENT
REC. NO. 88003247 TO REMAIN
L26
C
EM
EM
GM
EM
X X X
ELEC
WV
MH
MH
WV
S
SS
SS SS SS
S
SS SS SS SS SS SS
S
ST
ST
ST
W
W
W
W
W
W
W
W
W W
WV WV
WV
D
MH
VAULT
ELEC
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
W W W W W W W
E/T/C E/T/C E/T/C E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/C E/T/C E/T/C
E/T/C E/T/C E/T/C E/T/C E/T/C
E/T/C
E E
W W W W W W W W W W W W
W W W
W
W
W W
SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS
SS SS SS
SS SS SS SS SS
W
E E
CO
UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD
D
S
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
GM
SS SS SS SS SS SS SS
W
W W
W
W W
W W
W
W W
W W W
D
MH
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
SS SS SS SS SS SS
G
G G G
G G G
G G
T
T T T T
T T T
T T
E/T/C
E/T/C
E/T/C
E E E E E
CO
UD
UD
PERENNIAL LANE
S
F
W
UD UD UD UD UD UD UD UD UD UD UD
G G G G G G G
CO CO
W
E
E
E
E
E
E E E E E E
E E E E E E E
10.66 LF
24" HDPE
@ 0.50%
62.84 LF 18" HDPE @ 0.50% 21.94 LF 24" HDPE @ 0.50%
21.54 LF 18" HDPE @ 0.50%
25.55 LF 12" HDPE @ 0.50%
11.22 LF
12" HDPE
D
MH
VAULT
ELEC
E
E
E
E
E
E
E
E
E
E
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
X
X
X
X
X
X
X
X
X
ST
ST ST
ST
ST
ST
ST ST ST ST ST
ST
ST
/
/ / /
/ / / /
/
/
/ /
/
/
/ /
/
/
/ /
/
/
/
/
/ /
/
/
/ / /
/
/ / /
EM
EM
GM
EM
X
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
D
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
X
X
X
X
X
X
ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / /
D
MH
G
F
E
S
F
E
S
F
E
S
X
X
X
X
X
X
G
G
G G
G
G
G
G
G
G G
G
G
G
G
G G
X
X
ST ST ST
SS SS
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / /
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
VERIFY DISTANCE, SEE STRUCTURAL PLANS & DETAILS
DOWNSPOUT DETAIL SEE ARCH.
DOWNSPOUT ADAPTER
4" HDPE PIPE, SEE GRADING PLAN FOR DAYLIGHT ELEVATION
PVMT, OR FIN. GRADE
E.J., WHERE PVMT. OCCURS
ANGLE DOWNSPOUT AS REQ'D TO KEEP PIPE AGAINST BUILDING WALL & AVOID FOOTING
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C5.02
CONSTRUCTION DETAILS
N.A.
N.A.
N.A.
������
������
VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
2" 4" BEDDING BASE (NO. (NO. 57) 8 OR NO. 89)
18" VERTICAL CURB (TYP.)
2" BEDDING (NO. 8 OR NO. 89)
4" BASE (NO. 57)
AQUA-BRICK (TYPE 1)
W/ NO. 8 OR NO. 89 JOINT FILLER
COMPACTED SUBGRADE
6" DIA. PVC UNDERDRAIN
SLOPE 0.5% MIN
NON-WOVEN
GEOTEXTILE
FABRIC
CONCRETE PAVING
AQUA-BRICK (TYPE 1)
W/ NO. 8 OR NO. 89 JOINT FILLER
36" MIN.
6" SUBBASE (NO. 2) 6" BASE (NO. 2) 36" MIN.
NOTES:
1. CONFIRM PAVER COLOR, TYPE, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT
PRIOR TO PURCHASING. DEFAULT BASE BID SHALL BE AQUA-BRIC AUTUMN BLEND BY
BORGERT PRODUCTS LAID IN A HERRINGBONE PATTERN.
2. THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREA SHALL RECEIVE SOME FORM OF
CONCRETE EDGE RESTRAINT.
3. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL
FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18. WORK SHALL BE PERFORMED BY A
QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER
INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 9-30-99
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
D
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
X
X
X
X
X
X
X
X
X
ST ST ST ST ST ST ST ST ST ST ST ST ST
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / /
/ / / / / /
/ /
/ / / / / / / /
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
MANHOLE
ROCK BERM SHALL
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
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
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
ROCK 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
ROCK 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
ROCK 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.
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.
{IMPERMEABLE 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
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 SIGN EXCEPT "CONSTRUCTION AT VTC 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
7
C6.02
1
C6.02
3
C6.02
2
C6.02
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
INLET
PLAN VIEW
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
IP
WP
C6.10
CONSTRUCTION DETAILS
EROSION CONTROL C. Snowdon
C. Snowdon
N.A.
STORMWATER
SECTION G-G
STAKE
WATTLE
STAKE
G
PLAN
END FLARED SECTION
WATTLE
END SECTION
FLARED
G
IP
FES INLET PROTECTION
NOT TO SCALE
5
C6.02
DROP INLET PROTECTION
NOT TO SCALE
4
C6.02
RIPRAP SCHEDULE
NOT TO SCALE
NOTE: ALL RIPRAP SHALL BE PLANTED, PER DETAIL 007, THIS SHEET.
010
EC2
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
TYPE H
TYPE M
TYPE L
TYPE VL
2-10
35-50
70-100 50-70
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.)
VH(d = 24 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'
50 2d
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.
** FIFTY PERCENT OR MORE BY WEIGHT
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
6
C6.02
L�������
P���
D�������
(I�����)
R�����
T���
R�����
L����� (��)
R�����
W���� (��)
R�����
D���� (��)
Storm Line A 24 Type L 10.0 6.0 1.5
Storm Line B 12 Type L 5.0 5.0 1.5
Storm Line C 4 Type L 3.0 2.0 1.5
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD LOD
LOD LOD
LOD
LOD LOD
LOD LOD LOD LOD LOD
LOD LOD
LOD
LOD LOD
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
PERENNIAL LANE
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
NATURAL RESOURCE
RESEARCH CENTER
CENTRE AVENUE
LOT 1
TRACT A
THE GARDENS
ON SPRING CREEK
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
EXISTING WATER
QUALITY POND
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
IP
IP
IP
IP
IP
IP
IP
IP IP
CWA
VT
RP
RP
W
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C6.00
STATIC SITE PLAN
EROSION CONTROL C. Snowdon
C. Snowdon
1" = 20'
G������
Overlot
Swales, Drainageways
P������� I�����������
Stormwater
C������� I�����������
Building Structure
M������������
Hardscape Amenities
BEST MANAGEMENT PRACTICES
T��������
Contour Furrows and Diversion Dikes (Ripping/Disking)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Bales, Wattles, Etc) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/ etc.
P��������
Mulching/Sealant
Permanent Seed Planting
Water Service
Sanitary Sewer Service
Curb and Gutter
Concrete Parking and Drive Aisle
Grass Swale
Permeable Pavers
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: Sunshine House - FC 139
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
GRAPHIC SCALE:
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
EXISTING STORM SEWER LINE W/ MH ST
PROPERTY BOUNDARY
EXISTING INLET GRATE
PROPOSED RIBBON CURB
WATTLE INLET PROTECTION IP
WATTLE W
VEHICLE TRACKING PAD VT
PROPOSED INFLOW CURB & GUTTER
NOTES:
APPROXIMATE LIMITS OF DISTURBANCE LOD
CONCRETE WASHOUT AREA CWA
�
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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
3.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.
4.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.
5.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.
6.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
7.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS UNTIL SITE IS FULLY STABILIZED. 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.)
8.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.
9.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
10.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C0.02 OF FINAL UTILITY
PLANS FOR {SUNSHINE HOUSE - FC 139} PREPARED BY NORTHERN ENGINEERING DATED
OCTOBER 9TH, 2013 FOR ADDITIONAL INFORMATION.
11.CONTRACTOR TO ENSURE PERMEABLE PAVERS ARE PROTECTED FROM
CONSTRUCTION ACTIVITIES FOLLOWING PAVEMENT CONSTRUCTION (E.G.
LANDSCAPING OPERATIONS). THIS COULD INCLUDE COVERING AREAS OF THE
PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND
PROVIDING EDUCATION TO ALL PARTIES WORKING ON SITE.
12.CONTRACTOR SHALL AVOID STORING DIRT, SAND OR GRAVEL ON THE SURFACE OF
RIPRAP RP
Riprap
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
9-30-99
CJA
NON TRAFFIC INSTALLATION
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
C5.04
CONSTRUCTION DETAILS
N.A.
N.A.
N.A.
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
REV. DESCRIPTION BY MM/DD/YY CHK'D
4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
NOTE:ALL DIMENSIONS
ARE � 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC.
R
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED
ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS
AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED
HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET
DRAWING NUMBER:
DRAWN BY:
DATE:
CK'D BY:
SCALE: NTS
STRUCTURE CONNECTION
INSTALLATION DETAIL
CKS
10/10/06
1 OF 1
1 UPDATED DRAWING TJR 02/20/07 CKS
NOTES:
1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER.
2. SEE STANDARD DETAILS STD-202 (A-B) THROUGH STD-204 (A-E) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND
DIMENSIONAL PIPE DATA. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS
TO MANHOLES AND STRUCTURES.
3. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED
AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE
PIPE AND MANHOLE.
� 2007 ADS, INC.
VARIES
INSURE BACKFILL IS
PLACED UNDER PIPE
AND PROPERLY
COMPACTED
1 1/2 I.D.
MIN.
1 1/2 1.D.
MIN.
FINISH GRADE
MANHOLE/STRUCTURE WALL
FIRST COUPLER SHOULD BE
18" (045m) FROM WALL OR BE
ENCASED IN FLOWABLE FILL
BEDDING
NATIVE SOIL
SUITABLE FOUNDATION
FINISH GRADE
CLASS I OR II BACKFILL PER
ASTM D2321. COMPACTED IN
8" (0.2m) MAX. LIFTS TO A
MIN. OF 90% MAX. STANDARD
PROCTOR DENSITY
MANHOLE OPENING
OUTSIDE DIAMETER
OF HDPE PIPE
12" (0.3m)
MIN.
UNDISTURBED
EARTH
DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-197 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
8 IN DOME GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 3-3-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-13-10
EBC
0899CGD
DUCTILE IRON
8" DOME GRATE
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-228
APPROX. DRAIN AREA = 30.00 SQ IN
APPROX. WEIGHT = 4.54 LBS
8" INLINE DRAIN OR
8" DRAIN BASIN BODY TOP
N
Y
L
O
P
L
A
S
T
� 8.00
4.00
®
�2010 NYLOPLAST
DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-228 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
8 IN DOME LOCKING GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 2-20-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-14-10
EBC
1/4-20 X 4 1/2" LONG HEX BOLT
(7/16" SOCKET) ZINC-PLATED STEEL
8" DOME GRATE
8" DUCTILE IRON GRATE LOCK BAR
1/4-20 X 1/2" LONG SOCKET HEAD CAP SREWS
(ALLEN HEAD) BLACK STEEL
2 PLACES
DRILL � .281 HOLE THRU
DRILL � .281 HOLE
THRU 2 PLACES
0899CGDL
®
�2010 NYLOPLAST
7001-110-324 REV
2 FT X 2 FT ROAD AND HIGHWAY
GRATE EXTENSION DETAIL
TITLE
DWG NO.
DUCTILE IRON
SHEET 1 OF 1
MATERIAL
SCALE 1:5
DATE 8-1-08
DRAWN BY
DWG SIZE A
JJC
PROJECT NO./NAME
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
®
2.00 2.00 22.75
3299CGSQER200
B
DATE
REVISED BY EBC
3-15-10
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. �2010 NYLOPLAST
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-394 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
DRAIN BASIN WITH 2 FT X 2 FT STEEL BAR GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 3-22-10
DRAWN BY EBC
6-24-11
EBC
(5) ADAPTER
ANGLES
VARIABLE 0� - 360�
ACCORDING TO
PLANS
12" - 30"
18" MIN WIDTH GUIDELINE
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 12" - 24", 10" MIN ON 30"
4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST DRAIN BASIN WITH 2 FT X 2FT STEEL BAR GRATE
1 - 12" - 30" BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - FRAME & GRATE SHALL BE STEEL PER ASTM A36.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO
DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING
NO. 7001-110-012.
6 - STEEL BAR GRATE SHALL MEET H-20 LOAD RATING.
(1) INTEGRATED DUCTILE IRON
BASE PLATE TO MATCH BASIN O.D.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
(CORRUGATED HDPE SHOWN)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
®
�2011 NYLOPLAST
8" MIN THICKNESS GUIDELINE
TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
(2) STEEL BAR FRAME & GRATE
FILING
SUNSHINE HOUSE - FC 139
2 PAVER SECTION WITH UNDERDRAIN
C5.03
NOT TO SCALE
NOT TO SCALE
3
C5.03
DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
SCREEN SLOT TABLE
A B C D E
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX. SLOT
SPACING O.C.
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN.
60 90 120
A
C DB
C5.03
CONSTRUCTION DETAILS
N.A.
N.A.
N.A.
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
12 IN. MIN.
12 IN. MIN.
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
NOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
12 IN. MIN.
1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
PIPE O.D. + 8 IN.
1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
PIPE O.D.
12 IN. MIN.
OR 6 IN. MIN.
1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
PIPE O.D.
12 IN. MIN.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
PIPE O.D.
1/OR 8 4 PIPE IN. MIN. O.D.
PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-104 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
DRAIN BASIN WITH REDUCER OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 2-6-03
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-11-10
EBC
B
A
C MIN
CONE STYLE REDUCER
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
®
�2010 NYLOPLAST
B
A
D MIN
D MIN
CAP STYLE REDUCER 6" MIN ON 8" - 24"
10" MIN ON 30"
6" MIN ON 8" - 24"
10" MIN ON 30"
1 SOFT PAN DETAIL
C5.03
NOT TO SCALE
1' DEEP
SAND BOTTOM
(50% ASTM C-33/
50% TOPSOIL MIX) 2' MIN.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
NOT TO SCALE
1 TYPICAL POINT OF CONNECTION
C5.02
{D = RE: STRUCTURAL}
{TOP WAT/FIRE =
RE: PLAN}
{12" MIN.}
5' (TYP.)
SEE NOTE 1
NOTES:
{SS INV =
RE: PLAN}
{5.5' MIN.}
{FF ELEV =
RE: PLAN}
1. SITE CONTRACTOR TO END SEWER AND
WATER SERVICES 5' AWAY FROM ALL
BUILDINGS (TYP.). BUILDING PLUMBING
CONTRACTOR SHALL BE RESPONSIBLE FOR
EXTENDING UTILITIES FROM THIS POINT OF
CONNECTION TO RISERS UNDER SLAB.
2. SITE CONTRACTOR TO END FIRE LINE 1'
ABOVE FFE INSIDE RISER ROOM AND CAP.
1' (TYP.)
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
NOT TO SCALE
2 TYPICAL ROOF DRAIN CONNECTION
C5.02
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
4' 6"
6"
2' 6"
N.T.S.
6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
3' 6"
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
��
���� �������
U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
�������
�������
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
THRUST BLOCK (TYP.)
GRAVITY
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2 L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
STORM SEWER
CROSSING
98.57
1
WATER LOWERING ELEVATIONS
CROSSING 97.16 97.16 98.35
1
2 3
4
24" 3'
2 3 4 D L T
2'
T (ft)
STEEL CASING
WATER MAIN
SIZE (INCHES)
BENDS
45 22 1/2
6
8
10
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(REQUIRED FOR VERTICAL BEND GRAVITY
ANCHORS FOR 150 P.S.I. PRESSURE).
NOTE:
ACTUAL PRESSURE
150
GRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
past the meter pit.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
NOT TO SCALE
1
C5.01
VALVE ASSEMBLY BOX
C5.01
CONSTRUCTION DETAILS
N.A.
N.A.
N.A.
12" (W���� & S����)
I� ���� ������� �� ���� ����
4' �� �������� �������/��������,
�� ���� �� ������� ��� ��������.
E��� �� P������� ��
L�� �� E������� G�����
C��������
L���� �� S�������
M��������
P�������
T��������
V�����
V�����
1" (���.)
(S�� N��� 9 ����� ��� S����.)
4" (���.)
6" (���.)
T����� W����
V�����
2'
(���.)
B������ M�������
U���������� S���
U������ C������
N�� A������/C�������
C���� R��� B���
E������� R��� B���
6" F��� D���� A������ ��
X/Y C�������� S������
NOTES:
1. A�� �������� ����� �� ���������� �� ���������� ���� ��� ����� ������ ������ ��������� ��������� �� ���
L���� E����� E�������.
2. P���� �� ��������� �� �������/��������, �������� ���� ����� �� ��� ��� �� � �����, ��������, ��� ��������
����.
3. W���� ��� ����������� ����� ��� ���-���������, � ����/������ ������ (1 ���� ���) ��� �� ����������� ���
�������� ��������.
4. T����� ����� ����� ��� �� ���� ���� 16" ��� ���� ���� 12" ����� ���� ��� ������� �������� �� ��� ����.
5. U�� � #4 ����� �� ������� ����� ��� ��������� �� �������� ����������� ��������.
6. R���� �� C������ 22, M�������� & C����������� S������������� ��� ���������� ��� ������� ������������.
7. I� ���������� �����, ��� ��������� ����� ����� �� ��������, ������ & �������.
8. I� �������� ��������, � ������� �� ��� ������ �������� ����� ���� �� ��������.
9. B������ �������� ����� ���� ���������� ����� ����� ����� �� �� �� ������ ����, ������ �� ����� ��
���������� ��������; ����, ������� �������� ����� �� ������ �� � ����� 12" ����� ����.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
6" CURB 0" CURB
1' R
2'
NOTES:
�=6" �� �� ���������
1"/��. M��
1"/��.
M��
1.5' TRANSITION 1.5' TRANSITION
F�����
O�����
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 �����
(���.)
T�������� D���
W������ D��������
T�������� D���
W������ D��������
C���
F����
V�����
C���
2'-0"
F����
R���
�������� �����
P����� �������� �� ���
A����
G�����
��
C��� ��� G�����
F��� ����
1:20 S���� 1:12 MAX S����
S������ A-A
NTS
V����� V�����
C���
C���
F����
R���
2'-0"
V�����
P�����
P�����
6"
A
A
CL
P��������� ����
A������ ����
R���
W����:
4.5'
5.0'
6.0'
7.0'
8.0'
N���:
T�������� ���� ������ ���
��������� �� 2'�2' �������
���
2'�2.5' ����������. C������
��� ������ �� ��� ��� ����.
P����� ��� �� ��� �� ��
����
���� � 2'�1.5' ����.
P���� W����
C�����������:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
N���:
1. T�������� ���� ������� �����:
I������ ������ ����� ���� ��� ��������
���� ��� ��� ����. T�� ����� ��������
����� �� "C��� I� T��� W������ P�����"
�� �� ���������� �������� ���� ����
�� ����� �������� �� ��� C��� E�������
����� �� ������������. T�� ����� �����
����� �� ���, �� ����� ����� �� ��������.
S������������� ��� ��� ����� ���
������������ ������������ ���� ��
�������� ���� �������.
2. T��� ������� ����� �������� ����. F��
D���� O��� C��� ��� ������� ���������
�������� ����� �� ������ �� ��� ����
�������� 6" ���� ���� ��� F��� ��
C��� �� .
C��� 1-D���������� R���� C��� 2-N��-D���������� R����
V�����
P�����
R���
P�����
F����
2'-0"
C���
C��� 3-M��-B���� R����
6"
P����� P�����
A����
G�����
��
F����
6"
F����
(C����� ���� �� ����)
CL -C����� ���� �� ����
BOC
BOC
BOC
FOC
FL
��
FL
FOC
BOC
FL
-B��� �� C���
-F��� �� C���
-F��� ����
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
ATTACHED SIDEWALK DETAIL
S���� �������� �� ���� 1/4" ��� ����.
NOTE: C�������� �������� ���� ������ �� 10' ���������
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
��� ������� ���� ������� �� ����.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" E��������
J���� ��������
DETACHED SIDEWALK DETAIL
V�������
L����������
S���� �������� �� ���� 1/4" ��� ����.
2' ���.
S����: M������
1
4"/��
M������ 3"/��
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
REVISION NO: 1
DATE: 03/01/02
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION DRAWINGS 1407
DRAWING
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE {GEOTECHNICAL
ENGINEERING REPORT "PROPOSED OFFICE BUILDING DEVELOPOMENT CSURF TRACT A AT THE GROVE".} BY EARTH ENGINEERING CONSULTANTS, INC. DATED
JUNE 14, 2011 (PROJ. NO. 1112015), AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY THE BIRDSALL GROUP FOR PAVER COLOR, TYPE, PATTERN, AND LOCATION.
3.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT.
{CONCRETE PAVEMENT SECTION }
HEAVY DUTY
6" CONCRETE
NOT TO SCALE
1
C5.00
{COMPOSITE PAVEMENT SECTION} {CONCRETE PAVEMENT SECTION }
LIGHT DUTY
6" AGGREGATE
BASE COURSE
(CLASS 6)
4" HOT BITUMINOUS
PAVEMENT
(S OR SX)
5" CONCRETE
PAVEMENT DETAIL
ON-SITE/PRIVATE PAVING ONLY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C5.00
CONSTRUCTION DETAILS
N.A.
N.A.
N.A.
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUTFALL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
NOT TO SCALE
4
C5.00
PRIVATE CURB & GUTTER
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
INFLOW CURB & GUTTER
1-1/2"
6"
1-1/2" TO
NOT TO SCALE
3
C5.00
RIBBON CURB
CONCRETE
24"
#4 CONT.
@12" O.C. MAX
3" CLR
PAVEMENT
12"
S�������
D�������
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. S������� ����� ����� ������ ���������� ������ ��������
3. T��� ������ ������� �� R���������� & C��������� ���������.
6"
6" R����������
D������� S�������
A������� S�������
1/2" E��������
J���� M������� 1/2" E��������
J���� M�������
�
�
2. F�� �������� ������ ������������, ��� �����. ���. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
A�� S������� T�������� S���� B� 6" �������.
M��.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" C���������
2%
6' MIN
7' 6'MIN
RAMP TO BE
FLUSH WITH
PAVEMENT
12:1
12:1
MAX
MAX
MAX
NOT TO SCALE
2
C5.00
MID BLOCK RAMP
/ / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
/ / /
/ / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / /
/ / / / / / /
/ / / / / / / / / / / /
/ / / / / / /
/ /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / /
/ / / / / /
/ / / /
/ /
/ / / /
/ / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / /
/ / / / / /
/ / / / / / / /
/ / / / /
/ / / / / / / /
/ / / / / /
/ / / / / /
/ / / / / / / / / / /
/ / /
/ / / / / / / / / /
/ / / / / / / /
/ / /
/ / / / /
/ / /
/ / /
/ /
/
/ / / /
/ /
/
/ / /
/ / / / / / /
/ / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / /
/ / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / /
UD
G
CO CO
E
E E E E E
D
S
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
AD AD
AD
AD
AD
GM
GM EM
EM
GM
X X
EM
X X
X X
X X
X
ST
BFE = 5000 NAVD 88
BFE = 5001 NAVD 88
BFE = 4998 NAVD 88
19906 - 5000.4 NAVD 88
19776 - 4998.7 NAVD 88
20390 - 5001.7 NAVD 88
(BFE = 4995 NGVD 29)
(BFE = 4997 NGVD 29)
(BFE = 4998 NGVD 29)
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
100-YEAR FEMA
FLOODWAY
BOUNDARY
100-YEAR FEMA
FLOODWAY
BOUNDARY
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
EXISTING
STORM
SEWER
EXISTING
STORM
SEWER
PROPOSED
STORM
SEWER
NATURAL RESOURCE
RESEARCH CENTER
CENTRE AVENUE
PERENNIAL LANE
NATIVE PLANT WAY
LOT 1
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
NATURAL RESOURCE
RESEARCH CENTER
GILGALAD WAY
FFE=3.65
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C4.01
FLOODPLAIN EXHIBIT
C. Snowdon
C. Snowdon
1" = 20'
EXISTING CITY FLOODWAY
NOTES:
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE
CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NGVD 29 - UNADJUSTED). ADD 3.0 FEET
TO CONVERT TO THE NAVD 88 DATUM. SEE NOTE #4 FOR ADDITIONAL INFORMATION
3.REFER TO THE FLOOD INSURANCE STUDY FOR LARIMER COUNTY, COLORADO AND
INCORPORATED AREAS, VOLUME 1 OF 4, REVISED JUNE 17, 2008 FOR LARIMER COUNTY
VERTICAL DATUM OFFSET (TABLE 3) TO CONVERT BETWEEN NAVD 88 AND NGVD 29.
{4.A FLOODPLAIN USE PERMIT SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF ANY
STRUCTURE OR SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING
LOT, UTILITIES, ETC. IN THE HIGH RISK FLOOD FRINGE.}
{5.REFER TO THE "DRAINAGE LETTER FOR SUNSHINE HOUSE - FC 139" BY NORTHERN
ENGINEERING, DATED NOVEMBER 20, 2013 FOR ADDITIONAL INFORMATION.
6.A PORTION OF THIS PROPERTY IS LOCATED IN THE SPRING CREEK FEMA-REGLATORY
100-YEAR FLOOD FRINDGE AND MUST CONFORM TO THE SAFETY STANDARDS OF CHAPTER 10
OF THE CITY MUNICIPAL CODE.
7.NO CRITICAL FACILITIES OR USES MAY BE CREATED IN ANY FLOOD ZONE.}
FIELD SURVEY BY:
BENCHMARKS:
CROSS-SECTION (CSL) 20554
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
GRAPHIC SCALE:
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
EXISTING STORM SEWER LINE W/ MH ST
�
EXISTING ROW LINE
EXISTING INLET GRATE
LIMITS OF 100-YR FLOOD FRINGE / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED CURB & GUTTER
EXISTING CURB & GUTTER
ELEVATION NAVD 88 (UNADJUSTED)
BASE FLOOD ELEVATION (BFE)
5000
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
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:
1
GRADING REVISION CNS 09.17.13
ELEVATION NGVD 29 (UNADJUSTED) (5000)
{BENCHMARK #1:
City of Fort Collins Benchmark 14-97
Elevation= 5048.58 (NGVD 29 - Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 1-93
Elevation= 5023.27 (NGVD 29 - Unadjusted)}
Northern Engineering Services, Inc
NE Project No. 502-001
Date: October 20, 2008
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc
Date(s): March 24, 2009, March 22, 2010, & October 04, 2013
FEMA REFERENCE:
{FIRM (FLOOD INSURANCE RATE MAP): PANEL 0987G
MAP NUMBER: 08069C0987G
REVISED DATE: MAY 2, 2012
PROJECTION: STATE PLAIN COLORADO NORTH (FEET)
HORIZONTAL DATUM: NAD 83, GRS80 SPHEROID
VERTICAL DATUM: NAVD 88 (SEE NOTES 3 AND 4, BELOW)
NATION GEODETIC SURVEY: (301) 713-3242
FEMA MAP SERVICE CENTER: (800) 358-9616
NATIONAL FLOOD INSURANCE PROGRAM INFORMATION: (877) FEMA-MAP
(877) 336-2627}
/ / / / / / / /
/ / / / /
/ / / / /
/ / / /
/ /
/ / /
/ /
/ / / /
/
/ / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / /
/ / /
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANIC PLACE)
PERENNIAL LANE
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
acres
OS1
0.87 1.27
1.00
acres
OS2
0.87 0.24
1.00
acres
OS3
0.87 0.29
1.00
acres
A1
0.15 0.08
0.19
acres
A2
0.59 0.20
0.74
acres
B1
0.63 0.40
0.78
acres
A3
0.46 0.08
0.58
acres
A4
0.73 0.04
0.91
acres
A5
0.95 0.03
1.00
acres
D1
0.17 0.79
0.21
acres
B2
0.54 0.09
0.67
acres
B3
0.37 0.15
0.46
acres
B4
0.95 0.03
1.00
acres
C1
0.95 0.03
1.00
acres
OS4
0.87 0.08
1.00
acres
A6
0.95 0.03
1.00
a1 a2
a3
a4
a5
a6
a1
os1
os2
os3
os4
b1
b3
b4
c1
b2
NATIVE PLANT WAY
EXISTING
WATER QUALITY
POND
LOD LOD
LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOT 1
FFE=5003.654
LOWEST FLOOR
NATURAL RESOURCE
RESEARCH CENTER
THE GARDENS
ON SPRING CREEK
THE GROVE AT
FORT COLLINS
CENTRE AVENUE
LOT 2
LOD
LOD
LOD
LOD
LOD
LOD
LOD
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C4.00
DRINAGE EXHIBIT
C. Snowdon
C. Snowdon
1" = 30'
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
LEGEND:
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NOTES:
5013
PROPOSED CONTOUR 93
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
PROPOSED OVERLAND FLOW DIRECTION
CURB & GUTTER
EXISTING STORM SEWER LINE W/ MH ST
�
PROPERTY BOUNDARY
EXISTING INLET GRATE
LIMITS OF 100-YR FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPOSED UNDERDRAIN UD
PROPOSED STORM DRAIN
PROPOSED RIBBON CURB
PROPOSED PERMEABLE PAVERS
acres
B1
0.69 1.79
0.86
f2
BASIN ACREAGE
DESIGN POINT
BASIN DELINEATION
MINOR RUNOFF COEFFICIENT
MAJOR RUNOFF COEFFICIENT
PROPOSED BASIN LINES
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 "FINAL DRAINAGE LETTER FOR THE SUNSHINE HOUSE - FC 139 BY
NORTHERN ENGINEERING, DATED OCTOBER 9, 2013 FOR ADDITIONAL INFORMATION.
BENCHMARK
{
CITY OF FORT COLLINS BENCHMARK 14-97
APPROXIMATELY 100 FEET WEST OF THE INTERSECTION OF CENTRE AVE. AND
RESEARCH BLVD., ON THE WEST END OF THE SOUTH HEADWALL ON CENTRE AVE.
ELEVATION=5048.58 }(NGVD 29 UNADJUSTED)
{
CITY OF FORT COLLINS BENCHMARK 1-93
SOUTH SHIELDS ST. AT THE ENTRANCE TO ROLLAND MOORE PARK, ON EAST END OF
PLANTER ON TOP OF CURB
ELEVATION=5023.27} (NGVD 29 UNADJUSTED)
APPROXIMATE LIMITS OF DEVELOPMENT LOD
PROPOSED SOFT PAN
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
FEMA REFERENCE:
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: October 20, 2008
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc.
Date(s): March 24, 2009, March 22, 2010, {& October 04, 2013}
& October 04, 2013
/
/ /
/
/
/
/
/
/ /
/
/ /
/
/
/
/
/ /
/
/
/
/
/ /
/
/ /
/
/
/
/
/
/
/ / / /
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/ / / /
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/ /
/
/ /
/
/ / /
/ / /
/ /
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/ /
/
/ /
/
/ /
/
/ / / / / / /
/ / / / /
/
/
/
/ /
/
/
/
/ / /
/ /
/
/ /
/ /
/
/
/ /
/
/ /
/ / /
/
/
/
/
/
/
/
/ /
/
/
/
/
/ /
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/ /
/
/
/ /
/
/
/ /
/ /
/ /
/ /
/ /
/
/ / /
/ / / /
/
D
S
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
T
T
NATURAL RESOURCE
RESEARCH CENTER
CENTRE AVENUE
UD
UD
UD UD UD
CO CO
PERENNIAL LANE
NATIVE PLANT WAY
ACCESS,
SLOPE,
AND UTILITY
EASEMENT
LOT 1
LOT 2
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
PROPOSED 5' WALK
PROPOSED 5' WALK
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
THE GARDENS
ON SPRING CREEK
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
FFE=3.65
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
5013
93
ST
33.43
NOTES:
2.0%
(47.45)
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING 100-YR FEMA
FLOODPLAIN 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 ELEVATIONS ARE ON THE CITY OF FORT COLLINS VERTICAL DATUM,
NGVD 1929 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.A PORTION OF THIS PROPERTY IS LOCATED IN THE SPRING CREEK
FEMA-REGULATORY 100-YEAR FLOOD FRINGE AND MUST CONFORM TO THE SAFETY
STANDARDS OF CHAPTER 10 OF THE CITY MUNICIPAL CODE.
6.A FLOODPLAIN USE PERMIT SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF
ANY STRUCTURE OR SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE
PATHS, PARKING LOT, UTILITIES, ETC. IN THE HIGH RISK FLOOD FRINGE.
LOD
PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER
PROPOSED 18" VERTICAL IN-FLOW CURB & GUTTER
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
APPROXIMATE LIMITS OF DEVELOPMENT
PROPOSED PAVERS
PROPOSED SOFT PAN
SIDEWALK CHASE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
C3.00
GRADING PLAN
C. Snowdon
C. Bowen
1"=30'
PROPOSED GUTTER TRANSITION T
FIELD SURVEY BY:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: October 20, 2008
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc.
Date(s): March 24, 2009, March 22, 2010, {& October 04, 2013}
& October 04, 2013
@ 0.50%
33.33 LF 4" HDPE @ 4.00%
5.24 LF 4" HDPE @ 4.00%
7.98 LF 4" HDPE @ 4.00%
3.75 LF 4" HDPE @ 4.00%
10.51 LF 4" HDPE @ 6.00%
6.63 LF 4" HDPE @ 6.00%
15.94 LF 4" HDPE @ 10.00%
23.08 LF
12" HDPE
@ 0.50%
32.76 LF 12" HDPE @ 0.50%
42.36 LF 10" HDPE @ 0.50%
14.18 LF
10" HDPE
@ 0.96%
39.96 LF 4" HDPE @ 3.00%
22.60 LF 4" HDPE @ 4.00%
10.23 LF
4" HDPE
@ 4.00%
4.40 LF
4" HDPE
@ 4.00%
52.75 LF 4" HDPE @ 2.00%
5.24 LF 4" HDPE @ 2.00%
3.75 LF 4" HDPE @ 2.00%
7.98 LF 4" HDPE @ 2.00%
10.51 LF 4" HDPE @ 2.00%
12.28 LF
4" HDPE
@ 2.00%
CONCRETE COLLAR
INV. IN=4999.55 (NW)
FG=4999.55
INSTALL 4"x4" WYE
INV: 5000.60
FG=5002.89
ROOF LEADER
CONNECTION
INV: 5000.85
FG=5003.55
ROOF LEADER
CONNECTION
INV: 5000.91
FG=5003.63
ROOF LEADER
CONNECTION
INV: 5000.94
FG=5003.64
INSTALL 45� BEND
INV: 5000.78
FG=5003.47
INSTALL 4"x4" WYE
INV: 5000.70
FG=5003.38
CONCRETE COLLAR
INV. IN=4999.43 (SW)
FG=4999.40
INSTALL 8"x4" TEE
INV: 4999.54
FG=5002.84
Inlet B2 (8" DOME INLET)
INV. IN=4999.71 (W)
INV. IN=4999.71 (NW)
INV. OUT=4999.71 (NE)
FG=5002.16
Inlet B3 (8" DOME INLET)
INV. IN=4999.92 (SW)
INV. OUT=4999.92 (E)
FG=5001.77
Inlet B4 (SINGLE COMBINATION)
INV. OUT=5000.06 (NE)
FG=5002.22
ROOF LEADER
CONNECTION
INV: 5000.74
FG=5003.64
16.97 LF
4" HDPE
@ 4.00%
INSTALL 4"x4" WYE
INV: 5000.61
FG=5003.37
INSTALL 45� BEND
INV: 5001.02
FG=5003.52
ROOF LEADER
CONNECTION
INV: 5001.29
FG=5003.65
ROOF LEADER
CONNECTION
INV: 5001.20
FG=5003.59
FES A (NYLOPLAST)
INV. IN=4998.44 (SW)
FG=4998.44
STMH A6
(NYLOPLAST BASIN)
INV. IN=4999.06 (SE)
INV. IN=4999.06 (SW)
INV. OUT=4999.06 (NE)
FG=5002.64
Inlet A7 (8" DOME INLET)
INV. IN=4999.18 (SW)
INV. OUT=4999.18 (NW)
FG=5001.59
INLET A8
INV. OUT=4999.24 (NE)
FG=5001.65
INSTALL 24"x4" TEE
INV: 4998.49
FG=5001.38
INSTALL 24"x4" TEE
W/ 18" REDUCER
INV: 4998.60
FG=5003.28
INSTALL 18"x4" TEE
INV: 4998.63
FG=5003.29
INSTALL 18"x4" TEE
INV: 4998.95
FG=5003.31
INSTALL 4"x4" WYE
INV: 4999.82
FG=5003.38
INSTALL 4"x4" WYE
INV: 5000.03
FG=5003.52
INSTALL 45� BEND
INV: 5000.18
FG=5003.63
ROOF LEADER
CONNECTION
INV: 5000.22
FG=5003.51
ROOF LEADER
CONNECTION
INV: 5000.66
FG=5003.64
ROOF LEADER
CONNECTION
INV: 5000.50
FG=5003.65
ROOF LEADER
CONNECTION
INV: 4999.82
FG=5003.52
ROOF LEADER
CONNECTION
INV: 5000.39
FG=5003.64
ROOF LEADER
CONNECTION
INV: 5000.54
FG=5003.59
66.67 LF 18" PVC @ 0.50%
Inlet A6-1 (2'x2' AREA INLET)
INV. OUT=4999.39 (NE)
FG=5003.17
6.82 LF 18" HDPE @ 0.50%
DRAINAGE
EASEMENT
TRAFFIC RATED
CLEANOUT
N:121199.92
E:192147.96
RIM: 5002.668
INV: 5001.42
TRAFFIC RATED
CLEANOUT
N:121198.60
E:192149.46
RIM: 5002.684
INV: 5001.43
DRAINAGE
EASEMENT
12.17 LF
4" HDPE
@ 10.00%
17.64 LF
4" HDPE
@ 10.00%
LOT 1
FFE=5003.654
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C2.01
STORM SEWER PLAN
C. Snowdon
C. Snowdon
1" = 10'
NORTH
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED CONDENSER UNITS
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
EASEMENT LINE
EXISTING FEMA FLOODWAY
EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / /
CWONTROL
IRR
W S
O
E
G
EXISTING SLOTTED PVC SUB-DRAIN UD
PROPOSED IRRIGATION CURB STOP & METER PIT IR
EXISTING ELECTRIC, CABLE &
TELEPHONE IN JOINT TRENCH
EXISTING SOLID PVC DRAIN PVC
PROPOSED ELECTRIC METERS
PROPOSED GAS METERS
EM
GM
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
{4.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS.
5.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION
WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE LOCAL JURISDICTION.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 /
D3212 FOR PLASTIC PIPE).
}6.ALL OF THE PROPOSED STORM SEWER IS TO BE PRIVATE AND OWNED/ MAINTAINED BY
THE OWNER OF THE PROPERTY.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED ELECTRIC TRANSFORMER
S
W
PROPOSED SEWER SERVICE
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPERTY BOUNDARY
EXISTING AREA DRAIN AD
PROPOSED PERMEABLE PAVERS
VAULT
ELEC
G
G
E
E E
E
E
E E
E E
CONTROL
IRR
CONTROL
IRR
X
X
X
X
X
X
X
X
G G
G G
G G
G G G G
G G G
G G G
G G
G G
G G G G G
G G G
G G G
G G
G G G
G G G G G
G G G G G
ST ST ST ST ST ST ST ST ST ST ST
SS SS SS SS SS SS SS SS SS SS
T
T T
T
T T T
T T
T T T T
T T
T T T
T T T
T T
T T
T T
T
T T
T T T
T T T
T T
T T
T T
T
T
T
NATURAL RESOURCE
RESEARCH CENTER
S
F
W
UD UD UD UD UD
G G G
CO CO
W
E
E
E E E
E E E E E E E E E E E E
ACCESS,
SLOPE,
AND UTILITY
EASEMENT
10' APPROXIMATE
ASPHALT PATCHING
LIMITS (SEE NOTE 7)
PERENNIAL LANE
NATIVE PLANT WAY
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
PROPOSED 48"∅ MANHOLE
INV. IN=4992.25 (SE)
INV. OUT=4991.25 (N)
FG=5002.49
27.24 LF 4" PVC @ 4.00%
4" SANITARY
SEWER SERVICE
INV. OUT=4993.34 (NW)
FG=5003.65
24' EMERGENCY
ACCESS ESMT.
24' PUBLIC
ACCESS
ESMT.
LOT 1
LOT 2
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
C2.00
UTILITY PLAN
C. Snowdon
C. Snowdon
1" = 20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED CONDENSER UNITS
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
EASEMENT LINE
EXISTING FEMA FLOODWAY
EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / /
CWONTROL
IRR
W S
O
E
G
EXISTING SLOTTED PVC SUB-DRAIN UD
PROPOSED IRRIGATION CURB STOP & METER PIT IR
EXISTING ELECTRIC, CABLE &
TELEPHONE IN JOINT TRENCH
EXISTING SOLID PVC DRAIN PVC
PROPOSED ELECTRIC METERS
PROPOSED GAS METERS
EM
GM
PROPOSED RIGHT OF WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.FIRE LINE SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE
FINISHED FLOOR ELEVATION.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
8.ALL OF THE PROPOSED STORM SEWER IS TO BE PRIVATE AND OWNED/ MAINTAINED BY THE
OWNER OF THE PROPERTY.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED ELECTRIC TRANSFORMER
S
W
PROPOSED SEWER SERVICE
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPERTY BOUNDARY
EXISTING AREA DRAIN AD
PROPOSED PERMEABLE PAVERS
CONTROL
CONTROL IRR
IRR
X
X
X
X
X
X
X
X
X
X
X
CONTROL
IRR
G
G G
G
G G
G G
G G
G G
G
G G
G G G
G G
G G
G
G G G
G G G
G G G G
G G
G G
G G
G G
G
SS SS SS
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
S
W
T
T T
T T
T T
T T
T T
T
T
T T
T
T T T
T
T T
T T
T
T T
T
T
T
T T
T T
T
T T
T
T
T
T T
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / /
/ / / / /
/ / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / /
/ / / / / / / /
/ / / / /
/ / / / /
/ / / /
/ /
/ / / / /
/ / / /
/
/ / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
S
W
W
S
F
W
W W
W
W W W W W W W W
S
E/T/C E/T/C E/T/C E/T/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/C E/T/C
E/T/C
E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C
E
E
W W W W W W W W W W W W W W W W W
W W
W
W W
SS SS SS SS SS SS SS SS
SS SS
SS SS
SS SS SS SS SS SS SS SS SS
SS SS
SS SS SS
E/T/C
E/T/C
E/T/C
W
W
W
W
E E
FDC
FDC
F W W
AD
AD AD AD
NATURAL RESOURCE
RESEARCH CENTER
THE GARDENS
ON SPRING CREEK
CENTRE AVENUE
CENTRE AVENUE
ACCESS, SLOPE,
AND UTILITY
EASEMENT
ACCESS, SLOPE,
AND UTILITY
EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
(REC. # 88003247)
TO BE VACATED
TRACT A
(CSURF)
TRACT A
(CSURF)
NATIVE PLANT WAY
PERENNIAL LANE
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
20' SANITARY
SEWER EASEMENT
(REC. # 88003247)
TO REMAIN
THE GROVE AT
FORT COLLINS
9' UTILITY EASEMENT
EXISTING SLOPE
& DRAINAGE ESMT.
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
C1.00
& DEMOLITION PLAN
EXISTING CONDITIONS N.A.
C. Bowen
1"=30'
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 ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES
SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING
AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE
SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT
OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST
FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT
1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.}
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE
SURVEY.
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.REFER TO THE LANDSCAPE PLAN FOR TREE REMOVAL AND MITIGATION.
8.EXISTING WATER AND SEWER SERVICES TO BE REMOVED BY CAMPUS CREST PURSUANT
TO THE AMENDED DEVELOPMENT AGREEMENT FOR THE GROVE AT FORT COLLINS.
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: October 20, 2008
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc.
Date(s): March 24, 2009, March 22, 2010, {& October 04, 2013}
& October 04, 2013
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
EXISTING 100-YR FEMA FLOODWAY
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING WETLANDS
EXISTING 100-YR FEMA
FLOODPLAIN BOUNDARY
CONCRETE TO BE REMOVED
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
EXISTING MONITORING WELL ��
VAULT
ELEC
�
�
�
CONTROL
IRR
�2�
�
PROPOSED LIMITS OF DEVELOPMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
Earth Engineering, Inc.
"SUBSURFACE EXPLORATION REPORT PROPOSED OFFICE
BUILDING DEVELOPMENT CSURF TRACT A AT THE GROVE"
EEC Project No. 1132061
Date: September 17, 2013
SUBSURFACE EXPLORATION BY:
EXISTING TREE TO BE REMOVED
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
1
0
C
9
S42�49'26"W
494.39'
C
1
1
L20
L21
26.76'
ACCESS, SLOPE &
UTILITY EASEMENT
REC. NO. 2000043055
PORTION OF
20' SANITARY SEWER EASEMENT
REC. NO. 88003247 TO BE
VACATED BY THIS PLAT
30.01'
C12
9' UTILITY EASEMENT
PER THE GROVE
AT FORT COLLINS
9' UTILITY EASEMENT
PER THE GROVE
AT FORT COLLINS
L22
BLOCK 2
LOT 1
THE GROVE AT FORT COLLINS
OUTLOT A
THE GROVE AT FORT COLLINS
NORTH LINE OF THE
SOUTHWEST 1
4
SECTION 23-7-69
(BASIS OF BEARINGS)
168.36'
L1
L2
L3
L7 L6 L5 L4
L19
L13
L12
L10
L8 L9 L11
L17
L14
L18
L16
L15
EAE
DE
DE
DE
PAE
PAE, EAE
&DE
PAE
&DE
EAE
&DE
24.00'
DE
L25
L24
L23
TRANSIT
EASEMENT
(SEE NOTE 5)
20.00' 32.62'
4.38'
41.50' 24.00'
84.00' 26.54'
L27
TRACT A
CENTRE FOR ADVANCED
TECHNOLOGY, 22ND FILING
LOT 2
82,264 sq.ft.
1.888 ac
BASIS OF BEARINGS
SOUTHEASTERLY LINE OF TRACT A,
THE GROVE AT FORT COLLINS
BLOCK 3
LOT 1
THE GROVE
AT FORT COLLINS
OUTLOT B
THE GROVE
AT FORT COLLINS
CENTER 1
4CORNER
SECTION 23-7-69
SET 30" LONG #6 REBAR
w/2 1
2" ALUMINUM CAP
LS 14823
C13
166.18'
43.70'
C
8
100-YR FEMA
FLOODPLAIN LINE
NATIVE PLANT WAY (56.5' ROW)
(PER THE GROVE AT FORT COLLINS)
S27�29'15"W 101.21'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
DELTA
1�41'06"
16�44'18"
4�31'08"
89�59'52"
12�35'55"
21�15'14"
6�37'12"
14�11'52"
4�55'02"
23�35'03"
17�54'12"
2�16'02"
0�26'46"
RADIUS
518.00'
400.00'
513.00'
5.00'
644.00'
238.00'
312.00'
310.00'
250.00'
500.00'
700.00'
238.00'
310.00'
LENGTH
15.23'
116.86'
40.46'
7.85'
141.61'
88.29'
36.05'
76.82'
21.46'
205.81'
218.73'
9.42'
2.41'
BEARING
N69�16'37"W
N60�03'54"W
N49�26'10"W
N02�10'39"W
N36�31'21"E
S49�37'30"E
S42�18'29"E
S34�35'11"W
N62�48'13"W
N48�33'10"W
S33�52'21"W
S59�07'06"E
N27�42'39"E
CHORD
15.23'
116.44'
40.45'
7.07'
141.32'
87.78'
36.03'
76.62'
21.45'
204.36'
217.84'
9.42'
2.41'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
LENGTH
172.28'
139.55'
17.00'
30.50'
73.09'
11.41'
65.50'
41.50'
24.00'
24.00'
11.07'
24.00'
73.43'
33.00'
51.00'
24.00'
33.00'
51.00'
24.00'
81.63'
20.00'
42.78'
8.87'
20.00'
9.02'
26.20'
16.85'
BEARING
N41�41'07"E
N48�18'53"W
N41�41'07"E
S48�18'53"E
N48�18'53"W
N48�18'53"W
S48�18'53"E
N48�18'53"W
S48�18'53"E
S41�41'07"W
S48�18'53"E
N42�29'50"E
S48�18'53"E
N41�41'07"E
S41�41'07"W
S48�18'53"E
N41�41'07"E
N41�41'07"E
N41�41'07"E
S00�15'48"W
N89�44'12"W
S00�15'48"W
S46�43'42"E
N43�16'18"E
N46�43'42"W
N36�45'40"W
N60�20'41"W
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 2 Sheets
CENTRE FOR ADVANCED TECHNOLOGY 23RD FILING NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
2
CITY OF FORT COLLINS
STATE OF COLORADO
CSURF
L. Smith
1"=40'
23 7N
69 W of the 6th PM
NORTH
( U.S. SURVEY FEET )
1 inch = ft.
0 Feet
SET #4 REBAR w/1"
PLASTIC CAP, LS 14823
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
PROPOSED RIGHT-OF-WAY
SECTION LINE
XX XX
XX
XX XX
DRAINAGE EASEMENT (DE)
EMERGENCY ACCESS
EASEMENT (EAE)
PUBLIC ACCESS
EASEMENT (PAE)
EMERGENCY ACCESS &
PUBLIC EASEMENT (EAE & PAE))
FOUND #4 REBAR w/1"
PLASTIC CAP, LS 14823
CENTRE FOR ADVANCED TECHNOLOGY 23RD FILING
SUNSHINE HOUSE - FC 139
A REPLAT OF TRACT A, THE GROVE AT FORT COLLINS, LOCATED IN SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of
the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the
Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the
Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying
within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes,
culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning
utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety
requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired,
all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any
damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and
paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end
of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five
(5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with
the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of
public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to
include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way,
Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless
includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or
his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and
due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural
creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the
liability of the Owner. I further warrant that I have the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of
the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and
covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may
include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural
Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing
any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was
prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or
set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge,
information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way
for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets
does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully
satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the
Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements
consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to
mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves
the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the
City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will
maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements,
or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other
than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require
the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any
liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the
obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use
Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized
signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County,
Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by
Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
OWNER:Colorado State University Research Foundation, a Colorado non-profit corporation
By: ________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ________________________ of Colorado State University Research Foundation,
a Colorado non-profit corporation
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land: A tract of land being a portion of Section 23,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as
follows:
Tract A, The Grove at Fort Collins
The above described area contains 167,245 square feet or 3.839 acres more or less and is subject to all easements and rights-of-way now on record or
existing.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots,
tracts and streets as shown on this Plat to be known CENTRE FOR ADVANCED TECHNOLOGY 23RD FILING (the "Development"), subject to all
easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
1
CITY OF FORT COLLINS
STATE OF COLORADO
CSURF
L. Smith
N.A.
23 7N
69 W of the 6th PM
SITE
VICINITY MAP
NORTH 1"=2000'
NOTES:
1) The Basis of Bearings is the southeasterly line of Tract A, The Grove at Fort Collins as bearing North 42°49'17" East (assumed bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment No. ________________
prepared by _____________________________________ dated ___________________.
3) Benchmark: City of Fort Collins Benchmark number 14-97, NGVD 1929, (unadjusted) elevation = 5048.58
4) The lineal unit of measurement for this plat is U. S. Survey Feet.
5) Transit Easement - Easement for public transportation, equipment, infrastructure and/or use, including public access.
6) There are no lienholders for this property.
CENTRE FOR ADVANCED TECHNOLOGY 23RD FILING
SUNSHINE HOUSE - FC 139
A REPLAT OF TRACT A, THE GROVE AT FORT COLLINS, LOCATED IN SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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 Sunshine House - FC 139 dated October 9, 2013by 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 14-97
Approximately 100 feet west of the intersection of Centre Ave. and Research Blvd., on the west end of the south headwall on Centre Ave.
Elevation=5048.58
City of Fort Collins benchmark 1-93
South Shields St. at the entrance to Rolland Moore Park, on east end of planter on top of curb
Elevation=5023.27
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 Sunshine House - FC 139 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 Sunshine House - FC 139 dated October 9, 2013by 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. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction.
2. 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.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
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
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
PLANNER/
LANDSCAPE ARCHITECT
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
OWNER
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
BENCHMARK #1:
City of Fort Collins Benchmark 14-97
Elevation= 5048.58
BENCHMARK #2:
City of Fort Collins Benchmark 1-93
Elevation= 5023.27
Basis of Bearings
Basis of Bearings is the Southeastern lot line of Tract A as N42�49'17"E (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 502-001
Date: October 20, 2008
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc
Date(s): March 24, 2009, March 22, 2010, & October 04, 2013
ORIGINAL FIELD SURVEY BY:
Earth Engineering, Inc.
"SUBSURFACE EXPLORATION REPORT PROPOSED OFFICE
BUILDING DEVELOPMENT CSURF TRACT A AT THE GROVE"
EEC Project No. 1132061
Date: September 17, 2013
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
GRADING PLAN
UTILITY PLAN
1-2
C3.00
C2.00
C4.00
GENERAL & CONSTRUCTION
NOTES
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
C6.00
C6.10
C2.01 STORM SEWER PLAN
C0.00
C0.01
EXISTING CONDITIONS &
DEMOLITION PLAN
C1.00
DRAINAGE EXHIBIT
SUBDIVISION PLAT
(FOR REFERENCE ONLY)
C5.00-C5.04 CONSTRUCTION DETAILS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
11/20/13
PROJECT:
232-023
Sheet
Of 17 Sheets
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
11/20/13
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
���.�������������������.���
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
UTILITY PLANS FOR
A REPLAT OF TRACT A, THE GROVE FORT COLLINS, LOCATED IN SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CENTRE FOR ADVANCED TECHNOLOGY 23RD
FILING
SUNSHINE HOUSE - FC 139
Colorado State University
Research Foundation (CSURF)
Michael 'Bo' Brown
P.O. Box 483
Fort Collins, Colorado 80522
(970) 472-0491
The Birdsall Group
Cathy Mathis, APA
444 Mountain Ave.
Berthoud, Colorado 80513
(970) 532-5891
Colorado State University
Research Foundation (CSURF)
Michael 'Bo' Brown
P.O. Box 483
Fort Collins, Colorado 80522
(970) 472-0491
Aller .Lingle .Massey
Ian Shuff, AIA
712 Whalers Way
Fort Collins, Colorado 80525
(970) 223-1820
ARCHITECT
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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
Earth Engineering Company, Inc.
Lester Litton, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
GEOTECHNICAL ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
TRAFFIC ENGINEER
Integrated Mechanical
Thomas Segelhorst, PE
223 Linden St., Suite 204
Fort Collins, Colorado 80524
(970) 556-0570
MECHANICAL ENGINEER
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
223 Linden St., Suite 204
Fort Collins, CO 80524
Phone: 970-556-0570
Front-Desk@Int-Mech.com