HomeMy WebLinkAboutSUNSHINE HOUSE FC EARLY LEARNING ACADEMY - PDP/FDP - FDP130041 - SUBMITTAL DOCUMENTS - ROUND 1 - 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
OCTOBER, 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
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E N G I N E E R I N G
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PLANNER/
LANDSCAPE ARCHITECT
I hereby affirm that these final
Sheet
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SUNSHINE HOUSE - FC 139
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C0.01
GENERAL & CONSTRUCTION NOTES
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
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
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27.53 LF 18" HDPE @ 0.50% 35.32 LF 18" HDPE @ 0.50% 21.94 LF 24" HDPE @ 0.50% 17.30 LF 24" HDPE @ 0.50%
21.54 LF 18" HDPE @ 0.50%
25.55 LF 12" HDPE @ 0.50%
11.22 LF
12" HDPE
@ 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%
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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.
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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
6" CURB 0" CURB
1' R
2'
NOTES:
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UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
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Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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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'
A
SECTION A-A
A
1 VALVE ASSEMBLY BOX
C5.01
CONSTRUCTION DETAILS
12" (W���� & S����)
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C5.02
CONSTRUCTION DETAILS
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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
*
BEDDING REQUIRMENTS
WW-1
1 TYPICAL POINT OF CONNECTION
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:
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.
Sheet
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SUNSHINE HOUSE - FC 139
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2 PAVER SECTION WITH UNDERDRAIN
3 DIMENSIONS FOR SLOTTED PVC PIPE
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.
C5.03
CONSTRUCTION DETAILS
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
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-104 REV D
3130 VERONA AVE
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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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
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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
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
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/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
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
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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VEHICLE CONTROL TRACKING PAD
CURB INLET PROTECTION
IP
WATTLE INSTALLATION
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'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
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"
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.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
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
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
VTC
CONCRETE WASHOUT AREA
CWA
7
1
3
2
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
IP
WP
C6.02
CONSTRUCTION DETAILS
EROSIOINS CONTROL
010 RIPRAP SCHEDULE 4 DROP INLET PROTECTION 5 FES INLET PROTECTION
PLANTED RIPRAP INSTALLATION
RP
6
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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
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100-YEAR FEMA
FLOODPLAIN
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PERENNIAL LANE
100-YEAR FEMA
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BOUNDARY
CENTRE AVENUE
LOT 1
TRACT A
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(TO BE RENAMED AS
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C6.01
DYNAMIC SITE PLAN
EROSIOINS CONTROL
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL
Project: Sunshine House - FC 139 Date: October 9th, 2013
Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed.
CONSTRUCTION PHASE (M������) 1 2 3 4 5 6 7 8 9 10 11 12 C�������
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
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
GRAPHIC SCALE:
LEGEND:
ST
NOTES:
LOD
CWA
�
/ / / / / / / / / / /
CWA
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
CENTRE AVENUE
LOT 1
TRACT A
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
EXISTING WATER
QUALITY POND
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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E N G I N E E R I N G
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C6.00
STATIC SITE PLAN
EROSIOINS CONTROL
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
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
GRAPHIC SCALE:
LEGEND:
ST
NOTES:
LOD
CWA
�
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.
DRAWING NUMBER:
NTS
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
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
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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
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
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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
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
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
STANDARD MANHOLE
WW-3
2 TYPICAL ROOF DRAIN CONNECTION
A A
B
B
A A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
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LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
W
J
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1" (���.)
(S�� N��� 9 ����� ��� S����.)
4" (���.)
6" (���.)
T����� W����
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2'
(���.)
B������ M�������
U���������� S���
U������ C������
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6" F��� D���� A������ ��
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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" ����� ����.
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'
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"/��
STANDARD CONCRETE NOTES
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
1 PAVEMENT DETAIL
ON-SITE/PRIVATE PAVING ONLY
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C5.00
CONSTRUCTION DETAILS
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
4 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
3 RIBBON CURB
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��.
SIDEWALK
8" C���������
2 MID BLOCK RAMP
/ /
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/
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/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / /
/ / /
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
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)
OS1
OS2
OS3
A1
A2
B1
A3
A4
A5
D1
B2
B3
B4
C1
OS4
A6
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
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOT 1
FFE=5003.654
LOWEST FLOOR
CENTRE AVENUE
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
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
���.�������������������.���
C4.00
DRINAGE EXHIBIT
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
NOTES:
ST
�
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
UD
B1
f2
BENCHMARK
LOD
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
FEMA REFERENCE:
FIELD SURVEY BY:
& October 04, 2013
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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
CENTRE AVENUE
UD
UD
UD UD UD
PERENNIAL LANE
NATIVE PLANT WAY
FFE=3.65
LOT 1
TRACT A
100-YEAR FEMA
FLOODPLAIN
BOUNDARY
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
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
T���� �������� ���
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E���������� S�������, I��.
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� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
LEGEND:
ST
NOTES:
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
LOD
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
FIELD SURVEY BY:
& October 04, 2013
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%
27.33 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=4999.91 (NW)
FG=4999.91
INSTALL 4"x4" WYE
INV: 5000.46
FG=5003.15
ROOF LEADER
CONNECTION
INV: 5000.71
FG=5003.56
ROOF LEADER
CONNECTION
INV: 5000.77
FG=5003.60
ROOF LEADER
CONNECTION
INV: 5000.80
FG=5003.20
INSTALL 45� BEND
INV: 5000.64
FG=5003.12
INSTALL 4"x4" WYE
INV: 5000.56
FG=5003.02
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=5002.13
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=5003.23
INSTALL 45� BEND
INV: 5001.02
FG=5003.40
ROOF LEADER
CONNECTION
INV: 5001.29
FG=5003.65
ROOF LEADER
CONNECTION
INV: 5001.20
FG=5003.51
FES A (NYLOPLAST)
INV. IN=4998.40 (SW)
FG=4998.41
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=5001.65
INSTALL 24"x4" TEE
W/ 18" REDUCER
INV: 4998.60
FG=5003.29
INSTALL 18"x4" TEE
INV: 4998.63
FG=5003.32
INSTALL 18"x4" TEE
INV: 4998.95
FG=5002.97
INSTALL 4"x4" WYE
INV: 4999.82
FG=5003.17
INSTALL 4"x4" WYE
INV: 5000.03
FG=5003.25
INSTALL 45� BEND
INV: 5000.18
FG=5003.45
ROOF LEADER
CONNECTION
INV: 5000.22
FG=5003.49
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=5003.49
ROOF LEADER
CONNECTION
INV: 5000.39
FG=5003.64
ROOF LEADER
CONNECTION
INV: 5000.54
FG=5003.55
INLET A4 (8" DOME INLET)
INV. IN=4998.81 (SW)
INV. OUT=4998.81 (NE)
FG=5002.21
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%
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
12.17 LF
4" HDPE
@ 10.00%
17.64 LF
4" HDPE
@ 10.00%
LOT 1
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C2.01
STORM SEWER PLAN
NORTH
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.
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/ / / / / / / / / / / / / / / / / / / / / / / / / / /
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NOTES:
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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=5002.62
27.24 LF 4" PVC @ 4.00%
4" SANITARY
SEWER SERVICE
INV. OUT=4993.34 (NW)
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LOT 1
TRACT A
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C2.00
UTILITY PLAN
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
CONTROL
IRR
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LEGEND:
NOTES:
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G G
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CENTRE AVENUE
CENTRE AVENUE
TRACT A
(CSURF)
TRACT A
(CSURF)
NATIVE PLANT WAY
PERENNIAL LANE
ROLLAND MOORE DRIVE
(TO BE RENAMED AS
BOTANICAL LANE)
NORTH
C1.00
& DEMOLITION PLAN
EXISTING CONDITIONS
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SUBSURFACE EXPLORATION BY:
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
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 UTILITY NOTIFICATION CENTER OF
COLORADO
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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
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-C6.01
C6.02
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
Sheet
Of 17 Sheets
SUNSHINE HOUSE - FC 139
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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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
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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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 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