HomeMy WebLinkAboutLot Certifications - 10/15/2025 (2)Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we Dan Mogen
10/15/2025
Per builder, owner is responsible for landscaping.
UTILITY PLANS FOR
UNF IS I D S C N IL,.IN
A PORTION OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68
WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF LARIMER_
STATE OF COLORADO
APRIL 2007
F_
I_
INDEX
C1 COVER SHEET
C2 GENERAL NOTES
PLAT (FOR REFERENCE ONLY)
PLAT (FOR REFERENCE ONLY)
EX1 EXISTING CONDITIONS PLAN
EC1 EROSION CONTROL PLAN -
G1 FINAL GRADING PLAN
U1 UTILITY PLAN
y kwyBITUMINOUSASPHA
Ir
g10:1 MAX
4 6
10 —
6 0 PAVE2%
NT
12%
0 24"
6,-0,
0 -6»
4 -g
L. EA
Fa°l c i § e ',
o
Cn
UTIL. EASE. (SEE solLs REPORT) urlL. EASE,
ST-I STORM LINE A AND B PLAN & PROFILEz
51'-0"
I
30'-0" FL TO FL
5-0"
4:1 MAX
10:1 MAX
CLASS 5 OR 6 CDOT
41 MAX
AGGREGATE BASE COURSE STANDARD VERTICAL
SEE SOILS REPORT) CURB, GUTTER, & SIDEWALK
TYPICAL STREET SECTION
RESIDENTIAL LOCAL STREET
SUNGLOW COURT
30' FLOWLINE TO FLOWLINE
VERTICAL CURB AND GUTTER
NOT TO SCALE
15'-0"
UTIL. EASE.
10:1 MAX
M
84'-0"
FL
52'-0" FL TO FL
26'-0"
BITUMINOUS ASPHALT
16'-0" PAVEMENT 24'-0" 24" 16'-0"
SEE SOILS REPORT)
6'-0" 0'-0" 10'-0"
2% 2%
3(37 MI
UTIL. EASE.
4:1 MAX a _ 10:1 MAX
i,- - 4:1 MAX
CLASS 5 OR 6 CDOT
AGGREGATE BASE COURSE STANDARD VERTICAL
SEE solLs REPORT)
TYPICAL STREET SECTION
CURB, GUTTER, & SIDEWALK
2— LANE ARTERIAL
STRAUSS CABIN ROAD
52' FLOWLINE TO FLOWLINE
VERTICAL CURB AND GUTTER
NOT TO SCALE
FOR REFERENCE ONLY TO BE CONSTRUCTED WITH FIRST FILING
PROJECT BENCHMARK:
CITY OF FORT COLLINS BM NO. 13-94: THE NORTHEAST CORNER OF EAST
HARMONY ROAD AND COUNTY ROAD 9; ON TOP OF A CONCRETE IRRIGATION
STRUCTURE. ELEVATION=4928.96
INDEMNIFICATION STATEMENT:
These plans have been reviewed by the City of Fort Collins for concept only. The review does
not imply responsibility by the reviewing department, the City 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.
CERTIFICATION STATEMENT:
I hereby affirm that these final construction plans were
prepared under my direct supervision, in accordance with all
applicable the 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.
W1 WATER LINE A PLAN & PROFILE
C°?
R1 SUNGLOW COURT PLAN & PROFILE
I' D1 GENERAL DETAILS
D2 GENERAL DETAILS
DR1 OVERALL DRAINAGE EXHIBIT
VIC VITY MAPZ(
1
DEVELOPER SITE ENGINEER_
Kelly Smith Roger A. Curtiss, PE 04
7980 Pheasant Run Lane Northern Engineering Services, Inc. rj-r,rm
Wellington, CO 80549 200 South College Ave., Suite 100
970) 568-7890 Fort Collins, CO 90524
970) 221-4158
SURVEYOR
Gerald Gilliland, PLS
Northm Engineering Services, Inc. ,
200 South College Ave., Suite 100
Fort Collins, CO 80524 -
970) 221-4158
LANDSCAPE ARCHITECT C 1ineEarthSolArtions
One Earth Solutions
227 N. Meldrum Street
Fort Collins, CO
80521
Phone: (970) 493-7559
Trista Sigler
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Mc Michael D. - ullio, Manager Data
Mr. T Fa tl Data
All changes, addendum, additions, deletions and modifications to these
drawings must De o%roved in writing, by the Fort Collins — Loveland Water
District and the South Fort Collins Sanitation District.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
ity Engineer Date
CHECKED BY: cxWater & Wastew t r Lilly
CHECKED BY:
Stormwa er Utility Date
CHECKED BY:
Parks & Recreation —bate
CHECKED BY:
ra tc ngmeer ---Date
CHECKED BY:
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Flare Va ies
Ramp Flare
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2 0" o Panels oo<Panel
0°0°0_0°0°0_
Curb
Gutter
FoOrC or
Apron A
Case 1-Directional Ramps
Gutter
or
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Varies Varies --
20 Sl Gooa1:12 MAX Slope
Flare
Ramp
Varies o 0 0
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Flare L Panels0 0
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Case 2-Non-Directional Ramps Case 3-Mid-Block Ramps
Note:
Ramp Panel Width
1. Truncated dome warning panel: Width: Combinations:
Install panels along with the concrete 4.5' 2'+2.5'
Pour for the ramp. The panel material 5.0' 2.5'+2.5'
shall be "Cast In Tact Warning Panels" 6.0. 2'+2'+2'
or an equivalent material that must 7.0, 2.5'+2'+2.5,
be first approved by the City Engineer 8.0' 2'+2'+2'+2'
prior to installation. The panel color Note:
shall be red, no other color is approved. Truncated dome panels areSpecificationsforthepanelandavahablein2x2sgaresand
installation instructions will be 2x2.5' rectangles. CombinePanelsembeddedintheprovideduponrequest. the widths to fit the ramp. a =
concrete ramps 2. This drawing shows vertical curb. For Panels may be cut to no lessLL
SECtlon A -A (Center line of ram
Drive Over Curb the warning detection than a 2xl.5' size. P) location shall be placed in the same -Center line of ramp
NTS position 6" back from the Face of 80C -Back of Curb
Curb or IL, FOC -Face of Curb
Flow line
TRUNCATEEME DARNING FOR ACCESS RAMPS
APPROVED: MRH
City of Fort Collies REVISED: Drawing No.
REVISED: Interim 1607(a)
3' TRICKLE PAN DETAIL
SERVICE WYE
45' ELBOW
t"Z
R-TIGHT PLUGPATH 4
IN. X 4 IN. MARKER UNYIELDING
PIPE BEDDING OF
COMPACTED ROCK OR LEAN
CONCRETE ACTED
GRANULAR MATERIAL IN.
PVC SEWER PIPE PLAN
VIEW TRENCH
20'
IfIIN. 45-
CROSS
SECTION 4
IN. X 4 IN. MARKER PVC
SEWER PIPE STANDARD
SEWER SERVI j
SOUTH FORT COLLINS J
SANITATION DISTRICT 3"
MIN. POLYETHYLENE
BOND
BREAKER UNDISTURBED
SOILTYPI
I BEN POLYETHYLENE
BOND
BREAKER A/ BEARING \
SURFACEi
UNDISTURBED
SOILPLUG
MINIMUM
BEARING SURFACE AREA SQ.
FT.) PIPE
BENDS TEE SIZE
11 1/4- 2 1/4 45' 90' POR LUG5'
1.1 2.1 4.4 8.o 5.7 8'
1.8 3.8 7.5 14.0 9.8 12"
3.9 7.8 15.3 28.2 20.0 L
AIR -TIGHT PLUG UNYIELDING
PIPE BEDDING OF
COMPACTED ROCK OR LEAN
CONCRETE NOTE:
WYE CONNECTION NOT ALLOWED
ON VCP E
CONNECTION APRIL
1995 SOIL
TEE
POLYETHYLENE
BOND
BREAKER z/
3 IYA ' I.. }
MATERIAL
REARING---/ SURFACEL UNDISTURBED
SOILTYPICAL
CRO—5EQ-00N GENERAL
NOTES: 1.
Bearing surface areas shown in chart are minimum. 2.
All fittings to be wrapped with polyethylene. 3.
Data in table is based on a pipeline test pressure of 150
psi and a soil bearing capacity of 1,000 lb/sq. ft. Adjust
the dimensions as required to suit the field conditions
encountered by Engineer. 4.
Thrust blocks on pipe larger than 12 inches diameter shall
be designed for conditions existing at the installationsite. 5.
Refer to Section 03300 for Concrete requirements. NOT
TO SCALI STANDARD
CONCRETE THRUST BLOCKS FORT
COLLINS — LOVEL,, DATE APPROVED: WATER
DISTRICT FEBRUARY 1994 5'-
6" WHERE
WALK ADJOINS A CURB IT SHALL BE A2"
R D
CONSTRUCTED 1/4 INCH ABOVE THE CURB 4
1/2 SLOPE TO CURB-1/4" TO 1/2" PER FT. N
4'-
6,. VERTICAL
CURB, CUTTER, & SMWALK N.
I.S. SHEETS\
D-11B TRENCH
WIDTH AS SPF'rlRM INITIAL
LIFT 12
IN. MIN. PIPE
O.D. 4
IN. MIN. COMPACTED
GRANULAR MATERIAL CONFORMING
TO CDDH #67 INITIAL
LIFT SHALL NOT EXCEED 3 FEET IN DEPTH. STANDARD
TRENCH & SOUTH
FORT COLLINS SANITATION
DISTRICT WATER
MAIN DDING
DETAIL APRIL
1995 TYPICAL
CURB STOP INSTALLATION FORT
COLLINS — LOVELAND DATE APPROVED: WATER
DISTRICT FEBRUARY 1994 2'
FIRE
HYDRANT 0.
1 FT.-0.2 FT. 1-
EDGE OF SIDEWALK 5'-
0' TYPICAL
IYDRANT
DRAIN OPENINGS MUST
REMAIN CLEAR OF OBSTRUcnONs
WICAL
JOINT'-- a
1 vo 0 00 UNDISTURBED GROUND DRAINAGE
REQUIRED IN 2'-0' IMPERVIOUS SOILS BOX
GATE
VALVE THRUST
BLOCK NOTE.
HYDRANT,
HYDRANT VALVE AND MAIN LINE
TEE SMALL BE TIED TOGETHER WITH "
ALL -THREAD' RODS AS APPROVED
By THE ENGINEER. (MIN. OF (
2)TWO 3/4' DIA. RODS) TYPICAL
FIRE HYDRANT INSTALLATIONI ,Q
FORT
COLLINS — LOVELAND DATE APPROVED: WATER
DISTRICT FEBRUARY 1994 1L{
kYOpns+` '< Fort
Collins - Loveland Water District South
Fort Collins Sanitation District Mr.
Michael D. DiT o, Manager Dale
14
MMM
rri , .E. District Dale
changes
drlaw
s must be o%rovoi iin wr'tn'. Lyn thenFort O llmsi«'sL toelthee, ter DistrictandtheSouthForCollins9unitationDistrict. City
of Fort Collins, Colorado UTILITY
PLAN APPROVAL APPROVE
C'
y Engineer CHECKED
BY: Water &
Wastew t r Utility ba}e — CHECKED
BY: Stor
water tillty CHECKED
BY: y Parks & Recreation Date CHECKED
BY:-_ TraflTc
Englneei Date CHECKED
BY: LQie
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STEEL OR -
WOOD POST
CURB INLET
TER FABRIC GRAVEL FILTER
APPROX. 3/4" DIAL)
WIRE SCREEN
APPROX. 1/2" MESH)
TRENCH
INTER FABRIC
ATTACH SECURELY
TO POST
TEEL OR
WOOD POST
r-COMPACTED
BACKFILL
SECTION VIEW
10"
NOTE:
APPROX.
4"x 4" TRENCH
1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 ACRES PER
100 FEET OF FENCE.
2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT
WHEN ONE-HALF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED
SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT
BASIN OR OTHER FILTERING MEASURE.
SILT FENCE
N-T.S. ncw\oEnn+m\ws\samc\o-ae
TABLE 5-4
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
CONCRETE
BLOCK
4
O
2"x4" WOOD STUD
PLAN VIEW
GRAVEL FILTER
WIRE SCREEN
OVERFLOW FILTERED WATER
RUNOFF
lll CURB INLET
WARE SCREEN
2"x4" WOOD STUD
SECTION A —A
GENERAL NOTES:
1. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT.
REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH
HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED
IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER
FILTERING MEASURE.
2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED
FROM TRAVELED WAY OF ROADS.
eMV& CRIB N.ET FLIER
N.T.S.
MINIMUM BEDDING THICKNESS (INCHES)
DE RIP ATON FINE GRAINED SOILS* COURSE GRAINED SOILS
TYPE I TYPE II TYPE II
L, G, SM 4 4 6
M 4 4 6
H 4 6 8
VH 4 6 8
MAY SUBSTITUTE ONE 12 INCH LAYER OF TYPE II BEDDING. SUBSTITUTION OF ONE
LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. USE
OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES
IS ACCEPTABLE, SEE SECTION 5.3.2 FOR USE OF FILTER FABRIC AT DROP
STRUCTURES.
FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40 SIEVE.
PIPE
RIPRAP
LENGTH WIDTH DEPTH of
RIPRAPDESCRIPTIONDIALm
TYPE of OF 2(dw)
FT.) RIPRAP RIPRAP
FES A 1.5 L 6 FT 5 FT 1.5
VEHICLE TRACKING CONTROL
NTS
rx,aies\smweuc\o-xe
1 1/2"
4 ®8" O.C.
2 R.
6 -4 SLOPE 2% 70
I`,
4'-4"
GUTTER
2\
INLET STEPS REO'D.
rFOR
ALL IT> 2'-6". aT
4
0 12" O.C. 5
a 5.5" O.C. 4 ®
11" QC. - 8" TYP. 4
0 9" O.C. 2"
ALL AROUND 0
4
0 6" O.C. - #4 0 6" O.C- SECTION
A —A SOM .
4 DEFINITION
STRUCTURALLY
LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES
PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNELS. PURPOSES
TO
PREVENT SCOUR AT STORMWATER OUTLETS AND TO MINIMIZE THE POTENTIAL
FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY OF CONCENTRATED
STORMWATER FLOWS. TABLE
5:1 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP
SMALLER THAN INTERMEDIATE ROCK d50 DESIGNATION
GIVEN SIZE BY DIMENSION (INCHES) INCHES) WEIGHT70--
100 12 TYPE
VL 50-70 9 6** 35-
50 6 2-
10 2 70-
100 15 TYPE
L 50-70 12 9**
35 - 50 9 2-
10 3 70-
100 21 TYPE
M 50-70 18 12
35-50 12 2-
10 4 100
30 TYPE
H 50-
70 24 18
35-50 18 2-
10 6 100
42 50-
70 33 TYPE
VH 35--50 24 24
2-
10 9 d50 =
MEAN PARTICLE SIZE BURY
TYPES "VL" AND 1" WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM.
TRF
GU
a11111_
vl OF
SITION
ER
NOTE:
ALSO
SEE IN THE CURBOPENINGINLETTYPE "R" COLORADO DEPAARTMENTO OF TRANSPORTATION M& S NTS
STANDARDS L
EXTEND
RIPRAP TO
HEIGHT OF I CULVERT
p
3
PLAN
VIEW 2(
d so) LGRANULAR
BEDDING TYPE
I OR II (SEE TABLE
5-4) PROFILE TABLE
5-3 GRADATION
FOR GRANULAR BEDDING U.
S. STANDARD SIEVE
SIZE PERCENT
WEIGHT BY
PASSING TYPE
I SQUARE
MESH SIEVES TYPE
II 3
90-100 1-
1/2„ 3/
4" 20-90 3/
8" 100 4
95-100 0-20 16
45--80 50
10-30 100
2-10 200
0-2 0-3 ON
SLOPES, WATTLES SHOULD BE 4'-6' ABOVE WATTLE AFTER INSTALLED
ON CONTOUR WITH A \ 3'-
4' BAILING "
RE OR NYLON _ ATTACHEMSTAKESNEEDTO IS DOWNWARDANKLEATTHEENDS1IP ROW
ORDER TO PREVENT PONgNG AT T (
1.
2m) \ B)
I W/WATTLE TAMPEDTITL1NRE/ROPE IS SNUG THEMIORDERRUNNINGLENGTHS
OF WATTLES SHOULD ` ABUTTED FIRMLY
TO ENSURE NO LE \ END
SECTION
LEAKAGE AT
THE ABUTMENTS. FLARED SPACING - DOWNSLOPE:
ADJACENT ROLLS SHALL VERTICAL SPACING
FOR SLOPE INSTALLATIONS SHOULD BE \ TIGHTLY ABUT DETERMINED BY
SITE CONDITIONS: SLOPE GRADIENT AND SOIL TYPE
ARE THE MAIN FACTORS. A GOOD 4 1'x1' WOOD STAKES OR---_ RULE -OF -
THUMB IS: REBAR 3/8' 18--24' 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. ` 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. INSTALLATION: 1
L) WHEN
IT T E INGFIR RUNNING OVERLAP OF WATTLES, BUTT THE SECOND WATTLE TIGHTLYHEND1 _ I I -_I 1 _ I STAKE AGAINST
THEFIRST. DO NOT EXAMPLE.- AP THEENDS. STAKE THE WATTLES AT EACH ENO AND _ I I _ -I I ' FOUR FOOTONCENTER. FOR 25 FOOT
WATTLE USES 6 STAKES WATTLE 'A' WATTLE "B" WATTLE A 20
FOOT WATTLE USES 5 STAKES WATTLE PLAN I-BRUNG
WIRE OR FLARED A 12FOOTWATTLEUSES4STAKESINSTALLATION: NYLON ROPE STAKE END SECTION STAKES SHOULD
BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 — 3 INCHES (B) STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF WATTLE, BAILING WIRE 0 OF THESTAKEPROTRUDINGABOVETHEWATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO LEAVING 4-8' OF STAKE PROTRUDING ABOVE THE WATTLE. BALING WIRE OR NYLON ROPE NYLON ROPE PICK THEWATTLEUPANDCOULDPULLITOFFTHESTAKESIFTHEYAREDRIVENDOWNTOOSHOULDBETIEDTOSTAKESACROSSWATTLESTAKESSHOULDTHENBEDRIVENINUNTILLOW. ITMAYBENECESSARYTOMAKEAHOLEINTHEWATTLEWITHTHEPICKENDOFBALINGWIREORNYLONROPEISSUFFICIENTLYSNUGTOTHEWATTLE. YOUR MADDOX
IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES STORMWATER ARE USED
FOR FLAT GROUND APPLICATIONS DRIVE THE STAKES STRAIGHT DOWN; WHEN WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT TIE SECOND INSTALLING WATTLES
ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. 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 V-6' OF DRIVE THE
FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST STAKE PROTRUDING ABOVE THE WATTS. BALING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES
IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE 'A' ACROSS TO WAIVING INORDERTOHELPABUTTHEMTIGHTLYTOGETHER. IF YOU HAVE Y FRONT OF WATTLE 'B', ACROSS TO BACK AND BACK TO FRONT OF WATTLE -A-). STAKES J DRIVING
THE
STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAARR MAY AY BESHOULD THE BE DRIVEN IN UNTIL BALING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO NEEDED TOBEGINTHESTAKEHOLE. THE WATTLE. TAK : SECTION
G-G WE RECOMMEND
USING WOOD STAKES, OR 1/2' TO 5/8" REBAR, TO SECURE THE WATTLES. BE SURE TO USE A STAKE -- THAT IS
LONG ENOUGH TO PR07RUDE SEVERAL INCHES ABOVE THE WATTLE 10' IS A GOOD LENGTH FOR HARD, ROCKY SOIL FOR
SOFT, LOAMY SOIL USE A 24- STAKE FOR GREATER SECURITY. THE DIAMETER OF THE STAKE %MID BE APPROXIMATELY 1"
FOR EASE OF DRIVING THROUGH THE WATTS. WATTLES WATTLE
DIKE INLET PROTECTION (FES) N.T.
S. CONTRACTORS TO
INSTALL WATTLES PER MANUFACTURERS SPECIFICATIONS Fort Collins -
Loveland Water District South Fort
Collins Sanitation District Mr. MiiChhoeell
D. Di Manager Data Mr. Terry
mill, P.E., District Engineer Da e All changes,
addendum, additions, deletions and modifications to these drawings mustbeoProvedinwriting, by the Fort Collins — Loveland Water District and
the Sout Fort Collins Sanitation District. City of
Fort Collins, Colorado UTILITY PLAN
APPROVAL APPROVED I -
fo Nty
Engineer ate CHECKED BY:
Water &Was ewat r Uti 'ty mate — CHECKED BY:
A if '01 Stormwater UtiliyDateCHECKEDBY:
Parks &Recreation --
fie CHECKED BY:
Iriji e atfTc Etlgtneer DateCHECKEDBY: Z
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POND SUMIWARY I
0 \
1 100-YEAR PLUME PROVIDED =
100-YEAR V LUME REQUIRED =
100-YEAR WSEL =
TOP OF POND\ ELEVATION=
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11.67 AF
9.5 AF
4889-20 FEET
4891.0 FEET
I
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EXISTING
A
Q
I
SJp 9
DETENTION , . IIYM UN D
POND (MODIFIED j - -^,, I I O
WITH SUNRISE J
RIDGE FIRST I I 20 FILING)
IZ 3
aas
aaa f I ' S 0.
A
3
s 0
p
0.45 Pond
Summary Existing
Proposed Water
Water Proposed Proposed Surface
Surface Volume Volume WQCV WQCV Elevation
Elevation Required Provided Required Provided Pond
ft) ft) ac-ft) ac-ft) ac-ft) ac-ft) 700
4889.79 48 89-03 9.5 12.17 0.2 0.2 GRAPHIC
SCALE: 50
0 50 100 150 Feet IN
FEET ) 1
inch = 50 ft. LEGEND:
EXISTING
STORM SEWER n
EXISTING
STORM SEWER INLET PROPOSED
STORM SEWER n
PROPOSED
STORM SEWER INLET o -- 5020
EXISTING CONTOUR 20
PROPOSED CONTOUR PROJECT
BOUNDARY DESIGN
DRAINAGE BOUNDARY BASIN
DESIGNATOR 1.
101 AREA
IN ACRES QDESIGN
POINT RIPRAP
OUTLET PROTECTION SEE
DETAIL SHEET) SWALE
NO. 12
12 6
SWALE
SECTION SHEET
NO. DRAINAGE
FLOW DIRECTION CALL
UTILITY NOTIFICATION CENTER OF OR
303-232-1991 IN MErRO DENVER) CALL
2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING
OF UNDERGROUND MEMBER UTILITIES. NOTEEFOR
DRAINAGE REVIEW ONLY CONSTRUCTION
Flow
Summary Design
Point
Upstream
Basins
Total
Area
acres
C2
C100 Tc 2-
yr min
Tc
100-
yr min
12
1100 iph
iph 02
Q100 cfs
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3, 38 0.58 0.73 10.00 9.50 2.21 7.88 0.49 2.18 Inlet A2 4
4, 1.43 0.31 0.39 16.50 16.50 1.78 6.20 0.79 3.42 Swale and Culvert 5
5, 0.77 0.32 0.40 10.00 9.50 2.21 7.88 0.55 2.45 Strauss Cabin Rd 6
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TOP OF BERM ELEVATION ALONG SOUTH
PROPERTY LINE IS 4890.20 FEET City
of Fort Collins, Colorado UTILITY
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GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Lorimer 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 oftheseplansaftertheexpirationdatewillrequireanewreviewandapprovalprocessbytheCityofFortCollinspriortocommencementofanyworkshown
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 notrelievetheengineerwhohaspreparedtheseplansofallsuchresponsibility. 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 sanitary sewer and water line construction, as well as power and other "dry" utility installations, shall conform to the South Fort Collins
Sanitation District and Fort Collins -Loveland Water District (District) standards and specifications current to the date of construction.
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
Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Contractor
shall be responsible for unknown underground utilities.
7. The Contractor 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 District prior to beginning construction.
10, The Developer shall coordinate and cooperate with the District, 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. Notificationshallbeaminimumof2workingdayspriortocommencementofanywork. 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 5.0 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the
Fort Collins -Loveland Water District. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or 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 andapprovedbytheStormwaterUtilityDepartment. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release ofacertificateofoccupancyforsinglefamilyunits. 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, whetherresultingfromgroundwaterflooding, 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, wastewoter, and/or storm drainage facilities in the development. final drainage and erosion control study (Preliminary Drainage and Erosion Control Study for Sunrise Ridge Subdivision Second Filing, All recommendat ions of the19 9
Fort Collins, Colorado by Northern Engineering Services, dated June, 2006) shall be followed. 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. Erosion control devices shall be installed
prior to construction, when possible.
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 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 City of Fort Collins Engineering Inspector and the City of Fort Collins Erosion Control Inspector at least 2 working days prior to the start of anyearthdisturbingactivity, 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 originalgeotechnicalreport, 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 ProfessionalEngineer. 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 allintersections, inlets, and other locations requested by 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 purposesofthesestandards, 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 Lorimer County are within overlay districts. The Lorimer 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 City of Fort Collins 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. (City of Fort Collins or
Lorimer County), 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 City of Fort Collins Traffic OperationsDepartment, 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 localstreetoperations. 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 the City of Fort Collins. 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 City of
Fort Collins' Inspector or District Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer and District Engineer.
40. Project Benchmark -City of Fort Collins survey:
1) 13-94 Northeast corner of East Harmony Road and County Road 9., on top of a concrete irrigation structure. Elevation: 4928.96
2) 12-94 South side of East Harmony Road 300 feet west of Corbett Drive, on top of a concrete wall of an irrigation drop structure. Elevation: 4950.02
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 on 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 conditionshallbedocumentedbytheCityofFortCollinsConstructionInspectorbeforeanycutsaremade. Patching shall be done in accordance with theCityofFortCollinsStreetRepairStandards. The finished patch shall blend smoothly into the existing surface. All large patches shall be paved with an asphaltlay -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. ThedeterminationofneedforacompleteoverlayshallbemadebytheCityofFortCollinsEngineerand/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 "I"' 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
49. Refer to "Preliminary Subsurface Exploration Report Sunrise Ridge Property", Project No. 1052122, prepared by Earth Engineering Consultants, Inc.
doted September 16, 2005 for onsite subsurface conditions.
These documents are instruments of service provided by Northern Engineering Services, Inc. and shall not be modified or in any way used by anyone without priorwrittenapprovalbyNorthernEngineeringServices, Inc. No type of construction shall take place unless signed and stamped by a registered professional engineer in
the employ of Northern Engineering Services, Inc.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes C. Traffic Signing and Pavement Marking Construction Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 1. All signage and marking is subject to the General Notes on this sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
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 prior to any land disturbing activity (stockpiling, stripping, grading,
etc). All other required erosion control measures shall be instdlled 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-woy 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 os 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. To ensure that sediment does not move off of Individual lots one or more of the following sediment/erosion control BMPs shall be
installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland City Limits
Only).
a. Below all gutter downspouts.
b. Out to drainage swales.
c. Along lot perimeter.
d. Other locations, if needed.
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/County.
B. Street Improvements Notes
1. All street construction is subject to the General Notes on tnis sheet of these plans as well as the Street Improvement 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 shell not be allowed unless approved by the City of Fort Collins Engineer in Loveland.
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 sholl 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 Y4 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 3euu after moisture/density tests have been taken on the subgrade material
when a full depth section is proposed) or on the subgrade dnd 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 ofProofnotlessthan50,000 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.
roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrode 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
proofsmooth, non -yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All rolls"
shall be preformed in the presence of an Inspector.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre -formed thermo-plastic.
3. All signage shall be per 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 some. Their placement shall be approved by the City of Fort Collins 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 COOT 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 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 core 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 Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins 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 study (Final Drainage and Erosion Control Study for Sunrise Ridge
Subdivision Second Filing, dated December, 2006) by Northern Engineering Services, Inc., 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. iForcommercialproperties, 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. Waterline Note
1. The minimum cover over water lines is 5.0 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved
by the District.
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
4 7
Mr Michael D. Di lie, Manager Date
L/- /lo--07
Mr. ferry swill, P.E., District Engineer Date
All changes, addendum, additions, deletions end modifications to these
drawings must be ep roved in writing, by the Fart Collins - Loveland Water
District and the Sout i Fort Collins Sanitation District.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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GRAPHIC SCALE:
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CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 303-232-1991 IN ETRRODENVER
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
SYMBOL LEGEND
CONTROL POINT
O SECTION CORNER
FIRE HYDRANT
DECID. TREE
CONIF. TREE
O STORM MANHOLE
WATER VALVE
OS MANHOLE SANITARY
TELEPHONE PEDESTAL
WATER METER
Q, UTILITY POLE
MAILBOX
CABLE BOX
SIGN
Q BASKET BALL HOOP
BENCH MARK
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IRRIGATION CONTROL BOX
WELL
WATER VALVE
OD STORM MANHOLE
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0 POST
SPIGOT
cns GAS VALVE
LIGHT POLE
ELECTRICAL VAULT
aco ELECTRIC MARKER
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UTILITY BOX
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FLARED END SECTION
SURVEY BY:
NORTHERN ENGINEERING SERVICES,
NOVEMBER, 2005
DBt'I,is,?_
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL,
APPROVE
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CHECKED BY:
C
Water Wastewater Uti ity ---Ua e
CHECKED BY: v. 4 %_'iiJ10
Stormwater Utility Date
CHECKED
Parks At Recreation Date
CHECKED BY: /!4
lrali Engineer Date i
CHECKED BY:
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BURIED RIPRAP APRON
D50 = 9"
L=6'
W=5,
SEE SHT D2 FOR DETAIL
9MIN dt00 =
see below FLOWLINE
SLOPE=0.50% SWALE
Al N.
LS Q100 =
3.42 cfs D100 =
0.29 ft Qd =
4,55 cfs Ed =
0.35 ft Qd —
1,3340100 MINIMUM
TOP OF BERM ELEVATION ALONG SOUTH
PROPERTY LINE IS 4890.20 FEET GRAPHIC
SCALE: 30
0 30 60 90 Feet IN
FEET ) 1
inch = 30 ft. LEGEND:
5020
20
SWALE
NO. 12
12 SHEET
NO. 6
GF
O
SF —
SF — ST
OP
0
PROPERTY
BOUNDARY EXISTING
STORM SEWER EXISTING
STORM SEWER INLET PROPOSED
STORM SEWER PROPOSED
STORM SEWER INLET EXISTING
CONTOUR PROPOSED
CONTOUR PROPOSED
CURB AND GUTTER SWALE
SECTION GRAVEL
INLET FILTER WATTLE
IN SWALE SILT
FENCE SEDIMENT
TRAP RIPRAP
OUTLET PROTECTION SEE
DETAIL SHEET) VEHICLE
TRACKING CONTROL TS
O TEMPORARY AND PERMANENT SEEDING PERAMPENT
VE113IIETAT101INI 9 PEC r10AT10III RECOMMENDED
SEED MIX. DRY -AND PASTURE MIX APPLICATION
RATE: FORAGE/
GRASS DRILL: 10-151/ACRE BROADCAST:
20-301/ACRE R
OMM ND 0 PI ANTI UATFj OCT 1- MAY 15 T13u620RAF1Y
VEOETAT10P1 9PE0F10AT10N3: WARM
SEASON TEMPORARY VEGETATION TABLE SPECIES
LB./ACRE MIX MIXED (LBS./AC.) MILLET
30 75% 22.5 SORGHUM
10 25% 2.5 TOTAL
25.0 THE
ABOVE MIX IS A'WARM WEATHER" MIX AND SHALL BE PLANTED BETWEEN MAY JULY
31. COOL
SEASON TEMPORARY VEGETATION TABLE SPECIES
LB./ACRE MIX MIXED (LBS./AC.) ANNUAL
RYE 20 50% 10 WINTER
WHEAT 40 50% 20 TOTAL
30 THE
ABOVE MIX IS A "COOL WEATHER" MIX AND SHALL BE PLANTED BETWEEN JULY SEPTEMBER
20, NOTES
6
AND 31
AND 1)
SEED SHALL BE DRILLED TO A DEPTH OF 1/2- TO 3/4" AND SHALL HAVE A ROW SPACING NOT
TO EXCEED 8". THE DRILL SHALL BE EQUIPPED WITH A SYSTEM FOR FIRMING THE SOIL OVER THE NEWLY
PLACED SEED. 2)
SEEDED AREAS SHALL BE MULCHED WITH A GRASS HAY AT THE RATE OF 1.5 (MIN) TO 2.0 (MAX.) TONS/ ACRE. THE HAY
FIBERS SHALL BE CRIMPED 4" OR MORE INTO THE SOIL. AT LEAST 50% OF THE FIBERS SHALL
BE 10" OR MORE IN LENGTH. ALL DISTURBED AREAS SEEDED WITH PERMANENT GRASS SHALL BE
MULCHED IMMEDIATELY AFTER SEEDING. 3)
IF PERMAMENT GRASS SEED IS PLANTED AT A TIME OTHER THAN WHICH IS RECOMMENDED, A
TEMPORARY, FIBER HYDRAULIC MULCH OR EROSION CONTROL BLANKET SHALL BE USED TO
REDUCE EROSION AND PROTECT SEEDS. 4)
UPON COMPLETION, ALL SWALES SHALL BE SEEDED IMMEDIATELY, WITH THE PERMENENT GRASS SEED MIX SPECIFIED ABOVE,
AND THEN MULCHED. ANY AREA OUTSIDE OF A STREET RIGHT-OF-WAY WHICH IS STRIPPED OF ITS VEGETATION MUST
BE TEMPORARILY SEEDED AND MULCHED WITHIN 30 DAYS WHETHER GRADING HAS BEEN COMPLETED OR NOT, COLLINS
STORMWATER UTILITY DEPARTMENT. ALL SEED AND MULCH SHALL JITY
OF FORT COLLINS, EROSION CONTROL REFERENCE MANUAL DATED CALL
UTILITY NOTIFICATION CENTER
OF COLORADO 1-
800-922-1987 OR
303-232-1991 '" ME DENVER
CALL
2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR
THE MARKING OF UNDERGROUND MEMBER
UTILITIES. City
of Fort Collins, Colorado UTILITY
PLAN APPROVAL APPR0VEB----,
Vr7 /i7 --f City
ngineer a e CHECKED
BY: /I/_A_ at &
Wastewa e -U ility — CHECKED
BY: # `J "-00 Stor
water Utility Date CHECKED
BY: /f/ Paris &
ecreation mate CHECKED
BY: /l/ 4 Traffic
Engineer Date CHECKED
BY: a —
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POND
SUMMARY FROM SUNRISE RIDGE FIRST FlLING / /m \ \\ \ "— REPORT \\
100-
YEAR VOLUME PROVIDED = 11.67 AF 100-
YEAR VOLUME REQUIRED = 9.5 AF 100-
YEAR WSEL = 4889.20 FEET \\ ROCK CR EK DI \ \ \ TOP
OF POND ELEVATION= 4891.0 FEET / / / `\ LOT
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12-FT WIDE All WEATHER SURFACE
CENTERED OVER SEWER
LINE TO BE III
CONSTRUCTED
WITH FIRST I I P FILING. NOTE:
PRIOR
TO THE ISSUANCE OF A BUILDING PERMIT FOR E6QH LOT, A DETAILED
GRADING PLAN CONFORMING TO DETAIL ON THIS SHEET SHALL
BE SUBMITTED BY THE BUILDER TO, AND APPROVED BY, THE CITY
OF FORT COLLINS STORMWATER UTILITY DEPARTMENT. z
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VERTICALCURB &
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GF2ADING NOTES 1.
GRADING AND IOP OF FOUNDATION (IF) LEE VAIIONS OF AL LOTS ARE BASED ON THE 2.INDIVIDUAL LOT GRADING/DRAINAGE SHALL BE INDICATED ON THE "SITE PLAN" (AKA, PLOT HE(, - HIGH FRONT LOI CORNER HPx = HIGH POINI INDICATED
SETBACKS AND BUILDING ENVELOPE. ANY VARIATION FROM THESE PLAN) SPECIFIC TO EACH LOT. THE HOME BUILDER'S ENGINEER MAY INCORPORATE MINOR LFC LOW FRONT LOT CORNER GBx GRADE BREAK PARAMETERS
WILL AFFECT THE PRESCRIBED DESIGN ELEVATIONS. IT SHALL BE THE ADJUSTMENTS TO ENSURE PROTECTIVE GRADING AND MINIMUM SLOPES WORK WITH THE HRC LRC
HIGH
REAR LOW
REAR LOT
CORNER FG - LOT
CORNER FINISHED
GRADE AT
BUILDING FOOTPRINT RESPONSIBILITYOFTHEHOMEBUILDERTOENSUREALLGRADINGREQUIREMENTSAREPROPOSEDFOOTPRINT. ALL LOT CORNER ELEVATIONS, AND ANY LOT LINE HIGH PHP
PROTECTIVE HIGH POINT TF = TOP OF FOUNDATION MAINTAINED
WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED. POINTS/GRADE BREAKS SHOWN HEREIN, SHALL REMAIN AS INDICATED UNLESS BUILDER'S ELEVATION ENGINEER
CAN CERTIFY THAT OVERALL DRAINAGE PATTERNS ARE NOT ADVERSLY AFFECTED.
TYPICAL
LOT GRADING NTS
GRAPHIC
SCALE: 40
0 40 80 120 Feet IN
FEET) ------ 1
inch = 40 ft. LEGEND:
PROPERTY
BOUNDARY EXISTING
STORM SEWER EXISTING
STORM SEWER INLET PROPOSED
STORM SEWER PROPOSED
STORM SEWER INLET 5020
EXISTING CONTOUR 20
PROPOSED CONTOUR PROPOSED
CURB AND GUTTER SWALE
NO. 12
12 SWALE SECTION SHEET
NO. 6
BUILDING
SETBACK I
BUILDING ENVELOPE L — —
II J
F.
G. FNISHED GRADE T.
F. TOP OF FOUNDATION M.
O.E. MINIMUM OPENING ELEVATION OA
GRADING DESIGNATION 9'
MIN d100 =
see below VA_
RTES_ VARIES R
3'
PAN - FLOWLINE
SLOPE=0.50% SWALE
Al NA.
S 0100 =
3.42 cfs D100 =
0.29 ft Qd =
4.55 cfs Dd =
D.35 ft Qd =
1.33*0100 MINIMUM
TOP OF BERM ELEVATION ALONG SOUTH
PROPERTY LINE IS 4890.20 FEET The
top of foundation elevations shown are CALLUTILITYNOTIFICATIONa>i,m CENTEROFCOLORADOthe minimum elevations required for 1-
800-922-1987 OBE protection protection from the 100—year storm. OR
303-232-1991 IDENVER° t p': Minimum finished floor elevations above the CALL
2 BUSINESS DAYS IN ADVANCE G 100—year water surface In streets, channels, BEFORE
YOU DIG, GRADE, EXCAVATE FOR
THE MARKING OF UNDERGROUND ditches, swales, or other drainage facilities, MEMBER
UTILITIES. p'
F,
ySrO••• as illustrated by a master grading plan provided
GENERAL
NOTES: 1,
THE HOME BUILDER SHALL BE RESPONSIBLE FOR COMPLYING E. GRADIENT OF WALKS SHALL NOT BE STEEPER FHAN 1 IN 20 City of Fort Collins, Colorado WITH
THE "SITE GRADING AND DRAINAGE GUIDELINES" AS 5%) IN AREAS SUBJECT TO FREQUENT FREEZING OR 1 IN 10 SPECIFIED
IN THE U.S. DEPARTMENT OF HOUSING AND URBAN 10%) IN OTHER AREAS. UTILITY PLAN APPROVAL DEVELOPMENT
HANDBOOK NO. 4145.1 REV-2. THOSE REQUIREMENTS
INCLUDE, BUT ARE NOT LIMITED TO: F. LONGITUDINAL GRADIENT OF DRIVEWAYS SHALL NOT BE LESS THAN
ONE PERCENT NOR STEEPER THAN PERMITTED FOR APPROVE ity
to " A. ALL UNPAVED LOT AREAS, EXCEPT THOSE PRESERVED IN AN WALKS IF DRIVEWAY IS ALSO USED AS A REQUIRED WALK. IF ngineer all APPROPRIATE
NATURAL CONDITION, SHALL BE FINE GRADED USED ONLY AS A DRIVEWAY, NO LESS THAN ONE PERCENT CHECKED
BY: /(I. R- TOPROVIDESMOOTHEVENSURFACESCONFORMINGTOTHE1%) AND NO STEEPER THAN 1 IN 7 (14%), EXCEPT THAT IN Wate & Waste a r Uti it a—te ELEVATIONSNOTEDBELOW. ALL VISIBLE ROCK AND DEBRIS AREAS OF HEAVY SNOW FALL OR ICE BUILDUP, LONGITUDINAL y SHALL
BE REMOVED PRIOR TO FINE GRADING. GRADIENT SHALL NOT BE STEEPER THAN 7%. CROWN, OR CHECKED BY: A CROSSSLOPE, SHALL NOT BE GREATER THAN 5%. tormwater 11ity Date I. PROVIDE MINIMUM FALL OF 6 INCHES AWAY FROM STRUCTURE 10
FEET 5% GRADIENT EXCEPT AS RESTRICTED BY SIDE NEE ( ), 2. THE HOME BUILDER SHALL FOLLOW THE "TYPICAL LOT CHECKED BY:A LOT
LINES OR OTHER MAJOR CONSIDERATIONS. THE GRADING" DETAIL SHOWN ON THIS SHEET G1 ESTABLISH THE Par s ecreation HORIZONTAL
LENGTH OF SUCH SLOPES MAY BE REDUCED AS MINIMUM TOP OF FOUNDATION ELEVATIONS REQUIRED FOR NECESSARY
AT BUILDING CORNERS AND SIDE YARDS. PROTECTION FROM THE 100-YR STORM. IN ADDITION TO CHECKED BY: 40V SUBMITTING
A LOT -SPECIFIC PLAN (AKA, PLOT PLAN) TO THE 1r° aWEngineer Date II.
PROVIDE AT LEAST 6 INCHES IN 25 FEET (2% GRADIENT) IN CITY OF FORT COLLINS BUILDING DEPARTMENT, EACH HOME ALL
OTHER UNPAVED AREAS. BUILDER SHALL ALSO BE RESPONSIBLE FOR SUBMITTING THE CHECKED BY: PLOT
PLAN TO THE CITY OF FORT COLLINS STORMWATER B.
DRAINAGE SWALES OR VALLEYS FORMED BY INTERSECTING UTILITY FOR APPROVAL - WITH THE TOP OF FOUNDATION SLOPES
SHALL HAVE ADEQUATE DEPTH, WIDTH AND ELEVATION INDICATED - PRIOR TO ISSUANCE OF A BUILDING LONGITUDINAL
GRADIENT TO CARRY AWAY THE MAXIMUM PERMIT Fort Collins - Loveland Water District PREDICTABLE
VOLUME OF STORM WATER RUNOFF. South Fort Collins Sanitation District 3.
ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED t.
GRADIENTS OF UNPAVED SWALES SHALL NOT BE LESS THAN AND MULCHED AS SOON AS POSSIBLE USING THE APPLICABLE THAT
REQUIRED FOR OTHER UNPAVED AREAS. SEED MIXTURE SPECIFIED AND USING THE CITY OF FORT COLLINS
EROSION CONTROL REFERENCE MANUAL FOR 17 II.
SURFACE EROSION PROTECTION SHALL BE IN PLACE TO CONSTRUCTION SITES. rDTl Mr. MichaelD. Manager Dote PREVENT
ACCUMULATION OF WATER IN CRITICAL DRAINAGE SWALES.
4. LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING C.
ROOF DRAINAGE SHALL DISCHARGE AT LEAST 5 FEET AWAY INSPECTOR AT THE TIME THE CUTS ARE MADE. Y- 4G. FROMBUILDINGWALLSWHENEXPANSIVE, COLLAPSIBLE OR ERODIBLE
SOILS ARE PRESENT. Mr.
Terry rill, P.E., DisI Engineer Date D.
FOR ACCESS AROUND BUILDINGS AND FOR MAINTENANCE OF BUILDING
AND LOT IMPROVEMENTS, PROVIDE AN AREA All changes, addendum, additions, deletions and modifications to these GENERALLY
AT LEAST 4 FEET WIDE WITH A GRADIENT AWAY drawings must he ap roved in writing, by the Fort Collins — Loveland Water District
and the Soul Fort Collins Sanitation District. FROM
THE BUILDING NO STEEPER THAN 1 IN 10 (10% GRADIENT).
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A
TRACT
N89041'27"E _ 103.78'
SEE SHT D2 FOR DETAIL
EXISTING DETENTION POND
MODIFIED WITH SUNRISE
RIDGE FIRST AND SECOND
FILINGS)
TRACT A
I
S
I UGE
GAS AND ELECTRIC UTILITY EXHIBIT 30 SCALE
1. ALL DRY UTILITIES ARE CONCEPTUAL ALIGNMENTS AND FINAL DESIGNS WILL NEED TO
BE DONE BY THE RESPECTIVE UTILITIES.
2. ELECTRIC LINES ARE SHOWN 3-FT OFFi THE BACK OF CURB TYPICALLY.
3. GAS LINES ARE SHOWN 6-FT OFF THEROW TYPICALLY. 4.
PROVIDE A MINIMUM OF 3-FT CLEARANCE FROM ALL DRIVEWAYS AND TRANSFORMERS. 5.
PROVIDED 10-FT CLEARANCE BETWEEN GAS SERVICES AND SEWER SERVICES. CALL
UTILITY NOTIFICATION CENTER
OF COLORADO 1-
800-922-1987 OR
303-232-1991 IN METRO DENVERCALL
2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR
THE MARKING OF UNDERGROUND MEMBER
UTILITIES. GRAPHIC
SCALE: 30
0 30 60 90 Feet IN
FEET ) 1
inch = 30 ft. LEGEND:
E---
E— EXISTING ELECTRIC MAIN GAS
GAS— EXISTING GAS MAIN PROPOSED
WATER MAIN t{+ W
W-- EXISTING WATER MAIN 04
PROPOSED SEWER MAIN Q—
SS EXISTING SEWER MAIN PROPOSED
WATER SERVICE 0— 0
PROPOSED SEWER SERVICE PROPOSED
THRUST RESTRAINT N
PROPOSED GATE VALVE PROPOSED
FIRE HYDRANT q-
EXISTING
FIRE HYDRANT u
EXISTING UTILITY BOX 4
EXISTING POWER POLE U.
G.E. UNDERGROUND ELECTRIC GAS
UNDERGROUND GAS LINES U.
G.T.V. UNDER GROUND CABLE LINES EXISTING
PHONE PEDISTAL O
EXISTING TELEPHONE MANHOLE EXISTING
LIGHT STANDARD EXISTING
POWER VAULT EXISTING
ELECTRIC BOX EXISTING
WATER METER 20
EXISTING H2O MANHOLE M
m M Im 171
C_
0' NOTES:
IRRIGATION
CONTROL SHUTOFF EXISTING
STORM SEWER PROPOSED
STORM DRAINAGE INLET EXISTING
STORM DRAINAGE INLET PROPOSED
STORM DRAINAGE PROPOSED
SWALE PROPOSED
PHASELINE PROPERTY
BOUNDARY PIPE
ENCASEMENT PROPOSED
RIPRAP PROPOSED
FLARED END SECTION (
F.E.S.) PROPOSED
PEDESTRIAN RAMP PROPOSED
CONCRETE CROSS PAN (
TYP.) NOTE:
NOT EVERYTHING SHOWN IN LEGEND
MAY APPEAR IN PLAN SET. 1.
SANITARY SEWER LINE DIMENSIONS ARE CALCULATED TO THE CENTER OF MANHOLES. STORM
SEWER LINE DIMENSIONS ARE CALCULATED TO THE
CENTER OF MANHOLES OR INSIDE
WALL OF INLETS AND THE ENDS
OF FLARED END SECTIONS. 2.
THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE
WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTIUTIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND
UTILITIES. 3.
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. 4.
MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER SHALL
BE 6'. 5.
MAINTAIN 10' MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER do WATER MAINS AND
SERVICES. 6.
ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED AND MULCHED AS SOON
AS POSSIBLE USING THE APPLICABLE SEED MIXTURE SPECIFIED AND USING THE
TOWN EROSION CONTROL REFERENCE MANUAL FOR CONSTRUCTION SITES. 7.
ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE. B.
ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS AT THE TIME OF CONSTRUCTION. 9.
ALL WATERLINE CONSTRUCTION SHALL CONFORM TO FORT COWNS-LOVELAND WATER DISTRICT
STANDARDS AT THE TIME OF CONSTRUCTION. 10.
ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO CITY OF FORT COLLINS STANDARDS
AT THE TIME OF CONSTRUCTION. 11.
ALL WATERLINE 12" OR LESS SHALL BE AWWA C-900 PVC PIPE 12.
ALL WATERUNE GREATER THAN 12" SHALL BE AWWA C-905 PVC PIPE. 13.
ALL SEWER LINE SHALL BE PVC SDR 35. 14.
ALL SEWER SERVICES SHALL BE 4' DIAMETER WITH A MINIMUM SLOPE OF 2% UNLESS
OTHERWISE NOTED. ALL WATER SERVICES ARE TO BE ix- UNLESS OTHERWISE
NOTED. FOR
STORM SEWER LINES, SEE STORM SEWER (ST) SHEETS. wry
s., J, v o
p•. 1 ALL DRY UTILITIES ARE CONCEPTUAL ALIGNMENTS AND FINAL DESIGNS WILL NEED TO rBEDONEBYTHERESPECTIVEUTILITIES. Fort
Collins - Loveland Water District South
Fort Collins Sanitation District Mr.
Michoel D. ullio, Manager Date 27f _
u Mr.
Terry farrill, P.E., Dist of Engineer Date All
changes, addendum, additions, deletions and modifications to these drawings
must be ogroved in writing, by the Fort Collins — Lovelond Water Districf
and the South Fort Collins Sanitation District. City
of Fort Collins, Colorado UTILITY
PLAN APPROVAL APPROVED-.—
i
Tyr 1t n eer i
CHECKED
BYZ Al A. ater. &
astew t r Utility use CHECKED
BY:,iCY. Stormwater
TJIffitv Date CHECKED
BY: /Ilit Parks &
Recreation CHECKED
BY: Traffic'
glneer at) CHECKED
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14 Sheets 214
STORM SEWER LINE B
LOT 10 '
LOT 11
SUNRISE RIDGE FIRST
TRACT A—
R _ F
FES \
STA. 10--.....-.. +00.00 / \ _
LOT 1
20'
II
BURIED RIPRAP
APRON,
Dw =9.
L=6'
W=5'
SEE SHT D2 FOR
DETAIL
TRACT A
LOT 2
GRAPHIC SCALE: LEGEND:
PROPOSED WATER MAIN UNDERGROUND ELECTRIC
EXISTING WATER MAIN W---- UNDERGROUND GAS LINES GAS
UNDER GROUND CABLE LINES J.G.T.V.
PROPOSED SEWER MAIN 0
111
SS--{j EXISTING PHONE PEDESTAL
EXISTING SEWER MAIN EXISTING STREET LIGHT n
PROPOSED THRUST RESTRAINT EXISTING POWER VAULT 161
PROPOSED GATE VALVE EXISTING STORM SEWER .. . _.___-_—
50 0 50 100 150 Feet
PROPOSED FIRE HYDRANT JR
PROPOSED STORM SEWER IN FEET )
EXISTING FIRE HYDRANT u 1 Inch = 50 ft.
EXISTING STORM DRAINAGE INLET Ct-,----
EXISTING UTILITY BOX
J-- PROPOSED STORM DRAINAGE INLET vo
EXISTING POWER POLE
STORM SEWER ENCASEMENT FERO PROPOSED SWALE
OVER WATERLINE PROPERTY BOUNDARY
100-YEAR HYDRAULIC GRADE LINE (HGL)
RIPRAP (SEE DRAINAGE DETAILS) 21 PROPOSED FINISHED GRADE
PROFILE SCALE:
HORIZ_ 1 "=50'
VERT. 1"=5'
STORM SEWER LINE B PROFILE
INLET Al BEGIN PIPE kg U
STA. 12+32.27 STA. 12+33.77 I5' TYPE R) (5' TYPE R) 0
e zI
I!I RCP Co I101.03 LF
END PIPE 18. CL Ill RCP
11'r—
LOT 3
STORM SEWER LINE A
NOTES:
END PIPE
STA. 3+
INLET A2
STA. 13+
15' TYPE
LOT 5
1. ALL STORM SEWER PIPE LENGTHS ARE FROM
1.1. CENTER OF MANHOLES OR
1.2. INSIDE WALL TO INSIDE WALL OF ADJACENT STRUCTURES OR
1 "3. FES TO FES.
2. HIGHER STRENGTH CLASS RCP MAY BE SUBSTITUTED FOR CONCRETE STORM SEWER
ONES AT THE DISCRETION OF THE CONTRACTOR; HOWEVER, IN NO CASE SHALL A
LESSER STRENGTH CLASS THAN THAT WHICH IS SPECIFIED BE USED.
3. 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.
4. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FINISHED GRADE.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER
SHALL BE 6'.
6. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE.
7. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COWNS
SANITATION DISTRICT STANDARDS AT THE TIME OF CONSTRUCTION.
8. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARDS AT THE TIME OF CONSTRUCTION.
9. ALL STORM SEWER CONSTRUCTION SHALL CONFROM TO THE CITY OF FORT COLONS
STANDARDS AT THE TIME OF CONSTRUCTION.
rROFLE SCALE\
HORIZ. 1 "= 50"
STORM SEWER LINE A
PROFILEIJ
vERr. 1"=5
IF
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2 FOR 1TAIL- 4875
4875 4870
4870 10+
00 1 1 00 _--_ 12+00 13+00 LOT
12 LOT
7 LOT
6 CALL
UTILITY NOTIFICATION CALL
2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING
OF UNDERGROUND MEMBER UTILITIES. I
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DEFLECT PIPE AND JOINTS IN
ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS (2.5DEG/PIPE
LENGTH MAX)
LOT
20' / / 1
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LOT 2
I J S
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1
WATERLINE A
LEGEND:
PROPOSED WATER MAIN
EXISTING WATER MAIN
PROPOSED SEWER MAIN
EXISTING SEWER MAIN
PROPOSED THRUST RESTRAINT
PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING UTILITY BOX
EXISTING POWER POLE
STORM SEWER ENCASEMENT
OVER WATERLINE
RIPRAP (SEE DRAINAGE DETAILS)
SFH ASSY
rl
8"x6" TEE
W/T.B., 1-6" G.V.,
G.V.
REMOVE AND
RELOCATE EX.---------
1 HYDRANT TO END
OF CULT DE -SAC
STA 11+41.84
WATERLINE LOWERING -SEE
WATERLINE PROFILE THIS
SHT
I I
LOT 7
I STA 11+79--------
6"-22.5' BEND _
W/T.B.
w
S /
LOT/6
r.— UNDERGROUND ELECTRIC
W_— UNDERGROUND GAS LINES GIs
UNDER GROUND CABLE LINES
SS EXISTING PHONE PEDESTAL U7
EXISTING STREET LIGHT
A EXISTING POWER VAULT
N EXISTING STORM SEWER
PROPOSED STORM
SEWERLAEXISTINGSTORMDRAINAGEINLET--_-_---
0. PROPOSED STORM DRAINAGE INLET 1p
PROPOSED SWALE
PROPERTY BOUNDARY
IN 100—YEAR HYDRAULIC GRADE LINE (HGL)
PROPOSED FINISHED GRADE
PROFN_E SCALE:
HORIZ. 1 "=50'
VERT. 1 "=5'
WATERLINE A PROFILE
I
4905 4905
I
4900 4900
i T
PRO
BEN ID-
GROUND
RM 48954895TEsG
OVE NTERLI E OFPROPOSE)
ST SE WE
19" R
4890 4890
SAI I sERdlMNSEfVICE
4885 4885
fI jD3-
4
i II
CO_O In
X
1Z-- DT D
I
t I48804880tCo0LnmA
4875 4875
o
48701
4870
10+00 11+00 12+00 13+00
GRAPHIC SCALE:
50 0 50 100 150 Feet
IN FEET )
1 inch = 50 ft.
NOTES:
1. ALL STORM SEWER PIPE LENGTHS ARE FROM
1.1. CENTER OF MANHOLES OR
1.2. INSIDE WALL TO INSIDE WALL OF ADJACENT STRUCTURES OR
1.3. FES TO FES.
2. HIGHER STRENGTH CLASS RCP MAY BE SUBSTITUTED FOR CONCRETE STORM SEWER
LINES AT THE DISCRETION OF THE CONTRACTOR; HOWEVER, IN NO CASE SHALL A
LESSER STRENGTH CLASS THAN THAT WHICH IS SPECIFIED BE USED.
3. 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.
4. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'. MAXIMUM COVER
SHALL BE 6'.
6. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE.
7. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARDS AT THE TIME OF CONSTRUCTION.
8. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLUNS—LOVELAND
WATER DISTRICT STANDARDS AT THE TIME OF CONSTRUCTION.
9. ALL STORM SEWER CONSTRUCTION SHALL CONFROM TO THE CITY OF FORT COLLINS
STANDARDS AT THE TIME OF CONSTRUCTION.
CALL UTILITY NOTIFICATION
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
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Of 14 Sheets
3
LOT 2
LOT 3 /
LOT 1 / N
4'x4' CONCRETE / Q
PAD FOR MAIL
BOXES /
VERIFY
WITH POSTMASTER
9
0
LOT 4
FOCI6'
I .•
T ^
2.
LOT 5
3
6
LOT 7
LOT 6
CUL-DE-SAC GRADING DETAIL
D
30 0 30 60 90 Feet
IN FEET )
inch = 30 ft
8= I a
o po
oz
y10 o
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3
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NOTE.
ALL /IAYVS SHLLL BE wdy O
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fwgy.vu fmfiM. MsoervL
1UBE1/SE9 FOAQ:05'SPAV
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STREET INTERSECTION CROSSPAN
IARIY6R COUNTY CONSIRUC110N REVISION N0: 1 I1 DRAW_
r ,AND
DRAWMGs DATE: 03/01/02 708
BITUMINOUS
9'-0" 10'_6"
UTIL. EASE. (SEE SOILS
4'-6" 6'-0"
10:1 MAX
4:1 MAX _ -
CLASS 5 OR 6 CDOT
AGGREGATE BASE COURSE \
51'-0"
I 3
30'-0" FL TO FL o
15'-0"
LT
VT 13'-0" 24" 10'-6"
IT) UTIL EASE.
6'-0" 4'-6"
2%
T _r :37 AX
10:1 MAXI
4:1 MAX
STANDARD VERTICAL
CURB, GUTTER, & SIDEWALK
SEE SOILS REPORT)
TYPICAL STREET SECTION
RESIDENTIAL LOCAL STREET
SUNGLOW COURT
30' FLOWLINE TO FLOWLINE
VERTICAL CURB AND GUTTER
NOT TO SCALE
9
F-csei
AC SS
RA PS WITH
TRU CATED
D04ES. SEE
DETAIL
SHEET D1
4905 -
I \
LOT 3
LOT 4
I
II
I
m
LOT 5
I I
I
IL07 6
LOT 7
DRIVEWAY SUMMARY FOR SUNGLOW
COURT
LOT BEGIN
DRIVE
STA
END
DRIVE
STA
WIDTH FT
1 13+23.54 13+11.42 12A 2
2 12+80.86 12+67.74 13.12
3 12+ 56.74 12+44.62 12.12
4 12+08.2 11 +96.08 12.12
5 11 + 78.03 11 +65.91 12.12
6 11 + 55.91 11 +43.79 12.12
7 11+22.52 11+10.4 12.12
ALL STATIONING IS ALONG THE FLOWLINE
MINIMUM DRIVEWAY WIDTH IS 12-FT
I
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I
I
4I
i
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I
4890
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I
I
4885
4i
UCIO-
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LOTLOT 10
l l / IU
PT
l 8' PAN
co
10400 '
AC SS I I
RA PS WITH
TR GATED
DOMES. SEE
DETAIL LOT 11
SHEET D1
I
GRAPHIC SCALE:
D
40 0 40 80 120 Feet
IN FEET )
1 inch = 40 ft.
LEGEND:
PROPOSED GRADE AT CENTERLINE
PROPOSED GRADE
PROPOSED GRADE AT FLOWLINE
PROPOSED FLOWLINE
PROPOSED CENTERLINE
PROPOSED HAND FORMED CURB AND GUTTER
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE PAN
LIMITS FILING 2 CONSTRUCTION
ADD FEET TO ELEVATIONS IN PLAN VIEW
NOTES:
1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN
AND RECOMMENDATIONS.
2. ALL STREET STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE
NOTED.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED
GRADE.
4. 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.
5. CURB AND GUTTER WITH A FLOWLINE SLOPE LESS THAN 1.00% SHALL BE
HAND FORMED.
6. DRIVEWAYS ARE TO BE ONE LANE WIDE (12-FT) AT THE STREET AND SHALL
ONLY FLARE OUT TO A WIDER WIDTH ONCE ON THE PROPERTY.
7. THE OWNERS OF LOTS 6-7 ARE RESPONSIBLE FOR MAINTENANCE OF THE
AREA OUTSIDE THE PERIMETER FENCE, INCLUDING IRRIGATION AND MOWING
OF THE PARKWAY AND ESTABLISHMENT OF THE STREET TREES.
CURVE TABLE
CURVE DELTA RADIUS BEARING CHORD LENGTH
Cl W53'22" 20.DO' S 5226'06" W 27. 1' 30.33'
C2 5 7 1710' 7" E 35.2w 36.5S
C3 26439'37- 50.00, S 61'00'33" E 61.11' 24&41'
C4 N
C5 8653'22" 20.00' N 342Y13" W 27.51' 30.33'
LINE TABLE
LINE LENGTH BEARING
L1 1 22.61' 27-W
L2 1 22-61' 7"
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