HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - - PLANSWEST 1/4 CORNER
SECTION 23-7-69
FND. 2 1
2" ALUMINUM CAP
ON #6 REBAR IN MONUMENT BOX
LS 14823, 1988
Delta= 74°55'24"
R=25.00' L=32.69'
Dir= N37°25'50"W
Chord= 30.41'
S55°30'31"W
20.96'S07°31'19"E 410.01'S05°55'01"E 103.53'N
5
2
°
5
6
'
3
4
"
W
1
7
4
.
7
7
'
N23°04'56"W 9.43'
N75°28'21"W 13.49'
N
5
2
°
5
6
'
3
2
"
W
7
1
.
8
9
'
Delta= 52°27'46"
R=400.00' L=366.26'
Dir= N87°31'43"W
Chord= 353.60'
S66°0
8'
5
1
"
W
2
2
7.
0
6'
S67°4
6'
5
2
"
W
9
5
.
0
0'S44°10'12"W 213.28'
S59°
0
1'
5
2"
W
1
0
5.
0
0'N00°01'52"E 389.35'Delta= 58°39'37"
R=25.00' L=25.60'
Dir= N29°21'41"E
Chord= 24.49'N05°09'14"E 72.80'FEMA 100-YR
HIGH RISK
FLOOD FRINGE
LOT 1
580,677 sq. ft.
13.331 ac.S00°01'52"W252.44'S09°23'28"W
73.77'S00°01'52"W 140.98'CURVE TABLE
CURVE
C1
C2
C3
C4
C5
DELTA
90°19'00"
17°16'14"
20°11'50"
52°19'36"
23°36'40"
RADIUS
15.00'
744.74'
159.00'
520.00'
470.00'
LENGTH
23.64'
224.48'
56.05'
474.90'
193.68'
BEARING
S45°11'22"W
N19°05'02"W
N17°37'14"W
S87°36'29"E
S55°58'32"W
CHORD
21.27'
223.63'
55.76'
458.57'
192.32'
12' ADDITIONAL PUBLIC ROW
TO BE DEDICATED BY THIS PLAT
15' UE
33' WATERLINE
EASEMENT
FEMA 100-YR
HIGH-RISK
FLOOD FRINGES00°01'52"W252.44'LOT 2
39,206 sq. ft.
0.900 ac.
TRACT B
DRAINAGE, PEDESTRIAN
AND BICYCLE EASEMENT
152,876 sq. ft.
3.510 ac.S44°10'12"W
145.70'133.48'S89°45'44"E
312.71'
S23°51'09"E
26.06'
S66°0
8'
5
1
"
W
61.05'
S67°4
6'
5
2
"
W
20.13'
C 5
N66°0
8'
5
1
"
E
164.3
9'
C 4
S69
°
5
6
'
0
1
"
E
1
3
9
.
6
7
'
90.2
6
'
227.0
6'N07°31'19"W254.28'1
7
4
.
7
7
'
7.50'
1
7
4
.
7
7
'
227.0
6'
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
LOT 1
OWNER: WINNE
GRANT R/JOHNELLE S
LOT 2
OWNER: ERIKSEN
CHRISTOPHER M
BLOCK 2
HILL POND ON SPRING
CREEK 2ND FILING
TRACT A
HILL POND ON
SPRING CREEK
2ND FILING
OWNER: HILL POND
ON SPRING CREEK
OPEN SPACE 'C'
WINDTRAIL ON
SPRING CREEK
PUD
OWNER:
WINDTRAIL
TRACT A
WILDERLAND
CONDOMINIUMS
OWNER: MCCOY
JOHN H/SHERRY P
HILL POND
CONDOMINIUMS
OWNER: NOT LISTEDW. STUART ST.(80' ROW)NORTHWOOD APARTMENTSOWNER: U.S. HOUSING PARNERS II LPLOT 1, SPRING CREEK PLAZAOWNER: 1006 SPRING CREEK LLCSPRINGCREEK LN.(60' ROW)SPRING CREEKPROFESSIONALPARK P.U.D.OWNER: NEW COLONY LTDZONING: MMN - MEDIUM DENSITY MIXED USEZONING: MMN - MEDIUM DENSITY MIXED USEZONING: RL -
LOW DENSITY
RESIDENTIAL
ZONING: NC - NEIGHBORHOOD COMMERCIALSHIELDS STREET (100' ROW)(PER PULSE P.U.D. FILING ONEAND NORTHWOOD APARTMENT)WEST LINE OF THENORTHWEST QUARTERSECTION 23-7-69BASIS OF BEARINGSN00°01'50"E 1984.64'PEDESTRIAN PATHWAY
EASEMENT
REC. NO. 85033615
TO BE VACATED BY THIS PLAT
PEDESTRIAN PATHWAY
EASEMENT
REC. NO. 85033615
TO BE VACATED
BY THIS PLAT
120' DRAINAGE EASEMENT
BOOK 2218 PAGE 697 AND
PER PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
120' DRAINAGE EASEMENT
PER PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
15' SLOPE EASEMENT
REC. NO. 90019873
CITY OF FORT COLLINS
100-YR FLOODWAY
FND #4 REBAR
W/1" PC LS 14166
FND #4 REBAR
W/PC, BROKEN
FND #4 REBAR
W/PC BROKEN, ILLEG.
FND #4 REBAR
W/1" YPC LS 34174
INTERMILL FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
NO CAP
W/1" YPC LS 25372
FND #4 REBAR
NO CAP
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 25372
80' DRAINAGE EASEMENT
PER BOOK 2218 PAGE 697
& PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
CITY OF FORT COLLINS
100-YR FLOODPLAIN
R15.0'
N89°58'10"W
49.98'875.30'TRACT A
DRAINAGE,
PEDESTRIAN
& BICYCLE
EASEMENT
59,854 sq. ft.
1.374 ac.
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRON RNPHONE: 970.221.4158www.northernengineering.com3 CITY OF FORT COLLINSSTATE OF COLORADORobert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
SEE SHEET 2
NORTH
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODWAY
FOUND SECTION CORNER
AS DESCRIBED
EMERGENCY ACCESS EASEMENTEAE
UTILITY EASEMENTUE
PRELIMINARY
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, LOCATED IN THE NORTHWEST
QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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C
C
C
C
BIKE ENCLOSURE
(18 SPACES)
SPRING CREEK
SPRING CREEK
MULTIFAMILY #8
BUILDING D
3-STORY
(9,753 SF & 24 DU)
GARAGE
(10 SPACES)
MULTIFAMILY #7
BUILDING C
3-STORY
(13,857 SF & 48 DU)
MULTIFAMILY #6
BUILDING A
3-STORY
(11,522 SF & 36 DU)
MULTIFAMILY #5
BUILDING A
3-STORY
(11,522 SF & 36 DU)
MULTIFAMILY #4
BUILDING D
3-STORY
(9,753 SF & 24 DU)
MULTIFAMILY #3
BUILDING B
3-STORY
(13,079 SF & 36 DU)
MULTIFAMILY #1
BUILDING A
3-STORY
(11,439 SF & 36 DU)
MULTIFAMILY #2
BUILDING C
3-STORY
(13,857 SF & 48 DU)
TWO FAMILY
(1 STORY)
TRASH
COMPACTOR
GARAGE
(8 SPACES)
GARAGE
(8 SPACES)
GARAGE
(8 SPACES)
GARAGE
(4 SPACES)
MIXED-USE BUILDING
4-STORY
(18,229 SF & 45DU)
(70 ENCLOSED BIKE SPACES)
FUTURE
COMMERCIAL
BUILDING
(6,000 SF)
GARAGE
(4 SPACES)
HOBBIT STREET
(LOCAL STREET)SOUTH SHIELDS STREET(ARTERIAL STREET)SOUTH SHIELDS STREET(ARTERIAL STREET)BIKE ENCLOSURE
(18 SPACES)
BIKE RACK
BIKE ENCLOSURE
(18 SPACES)
BIKE
ENCOLSURE
(18 SPACES)WALLENBERGDRIVEWALLENBERGDRIVE
FEMA FLOOD
HIGHRISK
FEMA FLOOD
HIGHRISK
SPRING
CREEK TRAIL
FEMA FLOOD
HIGHRISK
EXISTING
FENCE
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
CITY
FLOODPLAIN
WALLENBERG
DITCH
PROPOSED NATURAL
HABITAT BUFFER ZONE SEE
SHEET L18 FOR MORE DETAIL
PROPOSED NATURAL
HABITAT BUFFER ZONE SEE
SHEET L18 FOR MORE DETAIL
POOL
NC CENTRAL FEATURE
GATHERING SPACE (~6,174 SF)
MULTIFAMILY CENTRAL
FEATURE GATHERING SPACE
(~18,399 SF)
PROPOSED
PEDESTRIAN
BRIDGE
UTILITY EASEMENT
UTILITY EASEMENT
STREET LIKE
PRIVATE DRIVE STREET LIKE PRIVATE DRIVETWO FAMILY
(1 STORY)TWO FAMILY
(1 STORY)
TWO FAMILY
(1 STORY)
TWO FAMILY
(2 STORY)
TWO FAMILY
(2 STORY)
TWO FAMILY
(1 STORY)
TWO FAMILY
(1 STORY)
TWO FAMILY
(2 STORY)
TWO FAMILY
(2 STORY)
PROPOSED
RIGHT-OF-WAY
RIGHT-OF-WAY
HILL POND ON
SPRING CREEK
PUD 2ND
SINGLE
FAMILY
SINGLE
FAMILY
OWNER: WINNE
GRANT R/JOHNELLE S
OWNER: ERIKSEN
CHRISTOPHER
OWNER: CREWS B DIANE
OWNER: FERKISS
MICHAEL G
OWNER: PAROZ
NATALA/LARRY
OWNER: BETA TRUST
OWNER: HUNT ANN FAMILY
TRUST THE
OWNER: LANDMARK
HOUSING LLC
HILL POND CONDOS
SUPP 4
WILDERLAND
CONDOSMULTIFAMILYNORTHWOODAPARTMENTSOWNER: U S HOUSINGPARTNERS II LPSPRING CREEK PLAZACOMMERCIAL8 11
12
15
9 6
13
810
138
7
14
14
15
10
107
1015
5
7
1818
12913
6
6
1818
8 11
14
8
5
5
12 14 11 8
11127
2
18
4
4
14
12
11
11
48
8
SINGLE
FAMILY
ZONING: LOW DENSITY
RESIDENTIAL DISTRICT
SINGLE
FAMILY
SINGLE
FAMILY
SINGLE
FAMILY
SINGLE
FAMILY
ZONING: LOW DENSITY
RESIDENTIAL DISTRICT
ZONING: LOW DENSITY
RESIDENTIAL DISTRICT
ZONING: LOW DENSITY
RESIDENTIAL DISTRICT
ZONING: MEDIUM DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
OWNER: LANDMARK
HOUSING LLC
ZONING: MEDIUM DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
MULTIFAMILY
ZONING: MEDIUM DENSITY MIXED-USENEIGHBORHOOD DISTRICTOWNER: 1006 SPRINGCREEK LLCZONING: NEIGHBORHOODCOMMERCIAL DISTRICTMAJOR WALKWAY SPINE.
LONGEST RUN FROM A DOOR TO
THE WALLENBERG WALK IS 323'
EXISTING
BUS STOP
POTENTIAL PATIO
SPACE
50FT TREE CANOPY OR
100FT WETLAND BUFFER
(WHICHEVER IS GREATER)
50FT TREE CANOPY OR
100FT WETLAND BUFFER
(WHICHEVER IS GREATER)
PROPERTY
BOUNDARY
177'-9"
26'-2" EMERGENCY
ACCESS EASEMENT
EXISTING
RIGHT-OF-WAY
HISTORIC INFLUENCE ZONE
(200FT FROM PROPERTY)
HISTORIC INFLUENCE ZONE
(200FT FROM PROPERTY)
32'-11"37'-10"
108'-7"
96'-10"
S
L
C
= EXISTING FEMA LINE
= PROPOSED SITE LIGHT
= STANDARD PARKING SPACE
(9'X19' OR 9'X17' WITH OVERHANGE)
= LONG TERM PARKING SPACE
(8.5'X18' OR 8.5'X17' WITH OVERHANG)
= COMPACT PARKING SPACE
(8'X15')
= 4' DECORATIVE FENCE
= GARAGE SPACEG
B = BIKE ENCLOSURE
= 6' PRIVACY FENCE
UD
W
G
SS
E
= PROPERTY BOUNDARY
= LOT LINE
= STORMWATER UTILITY
= WATER UTILITY
= GAS UTILITY
= SANITARY SEWER UTILITY
= ELECTRIC UTILITY
= UNDER DRAIN
= 100FT WETLAND & 50FT TREE
CANOPY BUFFER
= PROPOSED NATURAL
HABITAT BUFFER
= 4' DECORATIVE FENCE
HARDSCAPE MATERIAL
SYMBOL DESCRIPTION
EXISTING CONCRETE WALK
PROPOSED CONCRETE WALK
PROPOSED ASPHALT DRIVE
G
E
W
FO
X
= EXISTING FEMA LINE
= EXISTING SANITARY SEWER
= EXISTING GAS LINE
= EXISTING ELECTRIC LINE
= EXISTING WATER LINE
= EXISTING FIBER OPTIC LINE
= EXISTING FENCE
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
Plotted By: Andrew Papke-Larson Layout: L02 Site Plan Printed On: 11/10/2020 11:42 AM File Name: Site Plan.dwgORIGINAL SIZE 24X36
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419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
RIPLEY DESIGN INC.
Russell Lee
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
f.970.225.6657
THOMPSON THRIFT
Jessica Tuttle
111 Monument Circle, Suite 1500
Indianapolis, IN 46204
p. 317. 853. 5459
ENGINEER
PLANNER
NORTHERN ENGINEERING
Danny Weber
301 N. Howes Street, Suite 100
Fort COllins, CO 80521
p. 970.221.6789
APPLICANT
SITE PLAN
PROJECT
DEVELOPMENT PLAN
THE QUARRY
11.10.2020PDP SUBMITTAL01
FORT COLLINS, CO
RL
APL
R20-040
L02
NORTH
0 25 50 100
SCALE: 1"=50'-0"
MATCH LINE SEE SHEET L03
MATCH LINE SEE SHEET L05
MATCH LINE SEE SHEET L04
MATCH LINE SEE SHEET L06 MATCH LINE SEE SHEET L04MATCH LINE SEE SHEET L07MATCH LINE SEE SHEET L06L03 - SITE PLAN
ENLARGEMENT
L04 - SITE PLAN
ENLARGEMENT
L05 - SITE PLAN
ENLARGEMENT
L06 - SITE PLAN
ENLARGEMENT
L07 - SITE PLAN
ENLARGEMENT
LEGEND
Please apply changes to sheets:
L04 - L13 as well
EASEMENT LINE
T
MHXXXXXXX
XXXXXXMH
MM
MH
XXXXXXXXXXXXXXXXXM
M
M
M
M
M
M
M
M
M
M
M
M
M
MM
BIKE RACK
SPRING CREEK
SPRING CREEK
#8
BUILDING D
(24 DU)
GARAGE
(10 SPACES)
#7
BUILDING C
(48 DU)
#6
BUILDING A
(36 DU)
#5
BUILDING A
(36 DU)
#4
BUILDING D
(24 DU)
#3
BUILDING B
(36 DU)
#1
BUILDING A
(36 DU)
#2
BUILDING C
(48 DU)
#1
TWO
FAMILY
TRASH
COMPACTOR #2
TWO
FAMILY
#3
TWO
FAMILY
#4
TWO
FAMILY
#5
TWO FAMILY
#6
TWO FAMILY
#7
TWO FAMILY
#8
TWO FAMILY
#9
TWO FAMILY
#10
TWO FAMILY
GARAGE
(8 SPACES)
GARAGE
(8 SPACES)
GARAGE
(8 SPACES)
GARAGE
(4 SPACES)
MIXED-USE
BUILDING
FUTURE
COMMERCIAL
BUILDING
GARAGE
(4 SPACES)
HOBBIT
STREET
SOUTH SHIELDSSTREETSOUTH SHIELDSSTREETBIKE RACK
BIKE RACK
BIKE RACK
BIKE RACK WALLENBERGDRIVEWALLENBERGDRIVE
FEMA FLOOD
HIGHRISK
FEMA FLOOD
HIGHRISK
SPRING
CREEK TRAIL
FEMA FLOOD
HIGHRISK
EXISTING
FENCE
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
CITY
FLOODPLAIN
YOUNG'S
CREEK
PROPOSED
NATURAL HABITAT
BUFFER ZONE
PROPOSED
NATURAL HABITAT
BUFFER ZONE
POOL
NC CENTRAL FEATURE
GATHERING SPACE
MULTIFAMILY CENTRAL
FEATURE GATHERING SPACE
50FT TREE CANOPY OR
100FT WETLAND BUFFER
(WHICHEVER IS GREATER)
SS
G G
E E
W W
FO FO
X X
EXISTING FEMA LINE
EXISTING SANITARY SEWER
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING WATER LINE
EXISTING FIBER OPTIC LINE
EXISTING FENCE
= ELECTRIC UTILITY
SD
W
G
SS
E
M
= PROPERTY BOUNDARY
= NATURAL HABITAT BUFFER
= STORMWATER UTILITY
= WATER UTILITY
= GAS UTILITY
= SANITARY SEWER UTILITY
= ELECTRIC UTILITY
= SUB DRAIN PIPE
= MITIGATION TREE
02 LANDSCAPE MATERIAL
SYMBOL DESCRIPTION
SHRUB BED
IRRIGATED TURF
NATIVE SEED 1
NATIVE SEED 2
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
Plotted By: Andrew Papke-Larson Layout: L08 Landscape Plan Printed On: 11/10/2020 11:42 AM File Name: Landscape Plan.dwgORIGINAL SIZE 24X36
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RIPLEY DESIGN INC.
Russell Lee
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
f. 970.225.6657
THOMPSON THRIFT
Jessica Tuttle
111 Monument Circle, Suite 1500
Indianapolis, IN 46204
p. 317. 853. 5459
ENGINEER
PLANNER
NORTHERN ENGINEERING
Danny Weber
301 N. Howes Street, Suite 100
Fort COllins, CO 80521
p. 970.221.6789
APPLICANT
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
LANDSCAPE PLAN
PROJECT
DEVELOPMENT PLAN
THE QUARRY
11.10.2020PDP SUBMITTAL01
FORT COLLINS, CO
RL
APL
R20-040
L08
NORTH
0 25 50 100
SCALE: 1"=50'-0"
LEGEND
MATCH LINE SEE SHEET L09
MATCH LINE SEE SHEET L11
MATCH LINE SEE SHEET L10
MATCH LINE SEE SHEET L12 MATCH LINE SEE SHEET L10MATCH LINE SEE SHEET L13MATCH LINE SEE SHEET L12L09 - LANDSCAPE
PLAN ENLARGEMENT
L10 - LANDSCAPE
PLAN ENLARGEMENT
L11 - LANDSCAPE
PLAN ENLARGEMENT
L12 - LANDSCAPE
PLAN ENLARGEMENT
L13 - LANDSCAPE
PLAN ENLARGEMENT
1.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR A
NESTING SURVEY WILL BE CONDUCTED BY A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST PRIOR TO TREE REMOVAL TO
ENSURE THAT NO ACTIVE NESTS ARE PRESENT. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.
2.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE
3.SEE SHEET L14 FOR PLANT SCHEDULE
4.TREE GRATES SHALL BE 5' X 5'
LANDSCAPE PLAN NOTES
Preliminary Drainage Report November 10, 2020
Watermark Residential Page 3 of 15
5. Springs Creek and Canal Importation Ditch are the only major drainageways
within or adjacent to the project site.
6. The proposed development will consist of eighteen (18) townhome buildings
containing a total of 329 units with detached garages. Other proposed
improvements include parking lots, sidewalks, pool, clubhouse, and
landscaping.
7. The proposed land use is multi-family. This is a permitted use in the Medium-
Density Mixed-Use Neighborhood District (MMN).
C. Floodplain
1. The eastern and southern edges of the site is in a FEMA regulatory floodplain;
however, the developable project area is outside of the FEMA floodplain. In
particular, the FEMA designated 100-year floodplain Basins E1 and E2 on the
Drainage Exhibit includes the FEMA regulatory floodplains for Spring Creek and
Canal Importation Ditch (Map Numbers 08069CO978G and 08069CO979H and
Figure 3 – FEMA Firmette (Map Numbers 08069CO978G and 08069CO979H)
Preliminary Drainage Report November 10, 2020
Watermark Residential Page 4 of 15
effective date of May 2, 2012). No development is proposed within Basins E1
and E2. A copy of the FEMA Firmette is provided in Appendix G.
2. We have analyzed the FEMA Floodplain map and cross sections for Spring Creek
and Canal Importation Ditch and determined that the highest base flood
elevation adjacent to the project site is 5016 (NAVD88). All buildings have been
elevated 1.5’ above this elevation. Furthermore, the buildings all maintain a
minimum of 12” between the finished floor elevation and the top of bank along
the south and east side of the property.
II. Drainage Basins and Sub-Basins
A. Major Basin Description
The north and east halves of The Quarry by Watermark is located within the City of
Fort Collins Canal Importation major drainage basin. The southwest quarter of the
site is located within the City of Fort Collins Spring Creek major drainage basin.
Specifically, the project site is situated at the confluence of the Spring Creek and
Canal Importation major drainage basins.
B. Sub-Basin Description
1. The outfall for the project site is at the confluence of Springs Creek and Canal
Importation Basins.
2. The existing subject site can be defined with twelve (12) sub-basins that
encompasses the entire project site and three (3) offsite basins that drain onto the
project site.
3. The existing site runoff generally drains from northwest-to-southeast and into
the Canal Importation Ditch.
4. The project site receives runoff from Shields Street and Hobbit Street.
III. Drainage Design Criteria
A. Optional Provisions
The project site requests a variance for providing stormwater detention per the City
of Fort Collins “Beat the Peak” alternative within the City’s Stormwater Manual. No
other optional revisions are variances will be required from the City of Fort Collins
Stormwater Manual.
B. Stormwater Management Strategy
Preliminary Drainage Report November 10, 2020
Watermark Residential Page 6 of 15
1. The subject property is not part of any Overall Development Plan (ODP)
drainage study or similar “development/project” drainage master plan.
2. The site plan is constrained to the north and west by public streets, to the south
by Spring Creek, and to the east by the Canal Importation Ditch.
D. Hydrological Criteria
1. The City of Fort Collins Rainfall Intensity-Duration-Frequency Curves, as
depicted in Figure 3.4-1 of the FCSCM, serve as the source for all hydrologic
computations associated with The Quarry by Watermark development.
Tabulated data contained in Table 3.4-1 has been utilized for Rational Method
runoff calculations.
2. The Rational Method has been employed to compute stormwater runoff utilizing
coefficients contained in Tables RO-11 and RO-12 of the FCSCM.
3. Since the project is at adjacent to the confluence of Spring Creek and Canal
Importation Basins, the hydrograph for the Canal Importation Basin was
analyzed to determine if the site’s peak reaches the confluence prior to the peak
from the Canal Importation Basin. This is known as the “Beat the Peak”
procedure within the FCSM.
4. Two separate design storms have been utilized to address distinct drainage
scenarios. The first event analyzed is the “Minor,” or “Initial” Storm, which has a
2-year recurrence interval. The second event considered is the “Major Storm,”
which has a 100-year recurrence interval.
E. Hydraulic Criteria
1. The drainage facilities proposed with The Quarry by Watermark project are
designed in accordance with criteria outlined in the FCSCM and/or the Urban
Drainage and Flood Control District’s (UDFCD) Urban Storm Drainage Criteria
Manual.
2. As stated in Section I.C.1, above, the subject property is located next to a FEMA
designated floodplain but is not located within the floodplain limits.
F. Floodplain Regulations Compliance
1. As previously mentioned, this project is adjacent to a FEMA regulated
floodplain. The developable area of the project is located outside of the
floodplain, and as such, it will not be subject to any floodplain regulations.
However, the storm outfall will be located within the floodplain, and that work
will be subject to the applicable floodplain regulations.
Preliminary Drainage Report November 10, 2020
Watermark Residential Page 7 of 15
2. Despite most of the project not being located within the floodplain,
consideration has been given to the floodplain elevations as they relate to the
proposed buildings and the finished floors have been elevated accordingly.
G. Modifications of Criteria
No formal modifications are requested at this time. However, staff has determined
that detention will not be required with this project as a result of the proximity to the
Canal Importation Ditch.
H. Conformance with Water Quality Treatment Criteria
City Code requires that 100% of runoff from a project site receive some sort of water
quality treatment. This project proposes to provide water quality treatment through
the use of two rain gardens and a water quality pond. The rain gardens are located
along the east edge of the site and will discharge into the Canal Importation Basin.
The water quality pond is located along the south edge of the site and will discharge
into Spring Creek Basin. Due to the physical constraints associated with an infill
project of this nature and the prohibition of providing water quality facilities within
the public right-of-way, there are some small, narrow areas around the perimeter of
the project that cannot be captured. The uncaptured areas tend to be narrow strips of
concrete flatwork that link the building entrances to the public sidewalks as well as
small planter beds between the building and public sidewalks or property lines.
While these small areas will not receive formal water quality treatment, most areas
will still see some treatment as runoff is directed across through the landscaped
areas or across the landscaped parkways before reaching the roadway curb and
gutter.
I. Conformance with Low Impact Development (LID)
The project site will conform with the requirement to treat a minimum of 75% of the
project site using a LID technique.
J. Sizing of LID Facilities
Rain Gardens
1. The rain gardens were sized by first determining the required water quality
capture volume (WQCV) for Basins A1-A2 and B1-B10. A 12-hour drain time
was used in this calculation.
2. Once the WQCV was identified, each rain garden was sized for its respective
WQCV. The rain gardens will be constructed with a biomedia filter and
underdrain. An overflow drain will be provided in each rain garden to pass
storms greater than the WQCV.
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instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 18LEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150H1PLAN
HISTORIC DRAINAGE 15DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerKEYMAPCABLEF.O.TEMH24" SS
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STINTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC.COMPANY PROJECT NO. P-11-6963COMPANY PROJECT NO. 838-016DATE: APRIL 2011 DATE: JULY 2015KING SURVEYORSCOMPANY PROJECT NO. 20190806DATE: JANUARY 2020PROJECT DATUM: NAVD88BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD ANDSHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTERAVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSWEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01'50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON AREPER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).3.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.4.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPINGSHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.5.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERINGFOR ADDITIONAL INFORMATION.6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORTCOLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKEPATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS,ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THEFLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.ACROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARKFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
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INTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC.COMPANY PROJECT NO. P-11-6963COMPANY PROJECT NO. 838-016DATE: APRIL 2011 DATE: JULY 2015KING SURVEYORSCOMPANY PROJECT NO. 20190806DATE: JANUARY 2020PROJECT DATUM: NAVD88BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD ANDSHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTERAVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSWEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01'50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.SheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 18PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON AREPER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).3.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.4.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPINGSHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.5.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERINGFOR ADDITIONAL INFORMATION.6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORTCOLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKEPATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS,ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THEFLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.ALEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150DR1DRAINAGE PLAN16 KEYMAPCABLEF.O.TEMH24" SS
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STCROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARKFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner
V.P.CABLEF.O.HYDVAULTELECVAULTELECVAULTELECTESSMHSSSSSST SH2OTRAFFICVAULTT SVAULTELECSVAULTELECVAULTELECCONTROLIRRCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P.CONTROLIRRCONTROLIRRCONTROLIRRSCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRHYDS
S15" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS8" SS8" SS8" SS8" SS8" SS
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30" WWINNE GRANT R/JOHNELLE S1821 WALLENBERG DRERIKSEN CHRISTOPHER M1825 WALLENBERG DRMCCOY JOHN H/SHERRY P1900 S SHIELDS STHILL POND CONDOMINIUMSEXISTING 8" WATERLINEEXISTING 24" CLAYSANITARY SEWEREXISTING 18" CLAYSANITARY SEWEREXISTING 8"SANITARY SEWERTO BE RELOCATEDEXISTING 12" WATERLINEEXISTING 24" CLAYSANITARY SEWEREXISTING 30"WATERLINEFEMA 100-YRHIGH RISKFLOOD FRINGELANDMARKAPARTMENTSTREES TO BEREMOVED (TYP.)EXISTING SPRING CREEK
TRA
IL
S SHIELDS ST.HOBBIT ST.CITY OF FORT COLLINS100-YR FLOODPLAINFEMA 100-YR HIGH RISKFLOOD FRINGEEXISTINGUNDERDRAINEXISTING 40' ROWEXISTING 40' ROWWALLENBERG DR.EXISTING 5' SIDEWALK36' FL-FLEXISTING 8"WATERLINEEXISTING FENCEEXISTING12"WATERLINE40' UTILITY EASEMENTTO BE VACATED24' UTILITY &ACCESSEASEMENT TO BEVACATED28' UTILITY &ACCESS EASEMENTTO BE VACATED28' UTILITYEASEMENT TO BEVACATED15' UTILITYEASEMENT TO BEVACATED40' UTILITY EASEMENTTO BE VACATED20' UTILITY EASEMENTTO BE VACATED10' UTILITYEASEMENT TO BEVACATED8' UTILITYEASEMENT TO BEVACATED20' DRAINAGEEASEMENT TO BEVACATED20' UTILITY &ACCESS EASEMENTTO BE VACATED8' UTILITYEASEMENT TOBE VACATED15' UTILITYEASEMENT TOBE VACATED40' UTILITYEASEMENT TOBE VACATED8' UTILITYEASEMENT TO BEVACATED8' UTILITYEASEMENT TOBE VACATEDDRAINAGE EASEMENTREC. NO. 2020001550420' UTILITYEASEMENT TOBE VACATED120' DRAINAGE EASEMENTTO BE VACATEDREC. NO. 8704345425' TEMPORARYCONSTRUCTION EASEMENTTO BE VACATEDREC. NO. 9001987380' DRAINAGE EASEMENTTO BE VACATEDREC. NO. 8704345415' SLOPE EASEMENTTO BE VACATEDREC. NO. 9001987328' UTILITY &ACCESS EASEMENTTO BE VACATEDEXISTING 8"SANITARY SEWERTO BE RELOCATEDEXISTINGUNDERDRAIN54' ROW TOBE VACATEDEXISTING ELECTRICVAULT (TYP.)EXISTING 8' TRAILEXISTING CANALIMPORTATIONSPRING
CREEKEASEMENT TOBE VACATEDSheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
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REVIEW SE
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E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 18EX1DEMOLITION PLAN
EXISTING CONDITIONS &3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0606060120180DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING CABLECTVEXISTING FIBER OPTICFO1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.EXISTING OVERHEAD UTILITYOHEIntermill Land Surveying, Inc.Northern Engineering Services, Inc.Company Project No. P-11-6963Company Project No. 838-016Date: April 2011 Date: July 2015King SurveyorsCompany Project No. 20190806Date: January 2020Earth Engineering Consultants, LLCGeotechnical Exploration Report Shields Mixed Use Development South of HobbitStreet, East of South Shields Street.Fort Collins, CO.EEC Project No. 1152075KEYMAPCABLEF.O.TEMH24" SS
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XXXXXXXXXMCCOY JOHN H/SHERRY P1900 S SHIELDS ST6' SIDEWALK5' SIDEWALK6' SIDEWALK6.5' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK5' SIDEWALK
6' SIDEWALK9' SIDEWALK9' SIDEWALK6'
S
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6'
S
IDEWALK 4.5' SIDEWALK4.5' SIDEWALK5' SIDEWALK
9' SIDEWALK
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7' SIDEWALK
4' SIDEWALK4' SIDEWALK5'
S
IDEWALK 5' SIDEWALK5' SIDEWALK6' SIDEWALKS SHIELDS ST.HOBBIT ST.WALLENBERG DR.8' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK4' SIDEWALK
EXISTING 8' TRAILSPRING
CREEKEXIST
ING
SPR
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CREEK
TRA
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EXISTING SIDEWALK
LOT 1TRACT BTRACT ALOT 2CANAL IMPORTATION8.5'8.5'8'8'8'17'9'8'9'9'8'9'8'9'9'9'9'9'9'9'9'9'8.5'9'8.5'8.5'8.5'8'8'8.5'8.5'8.5'8.5'8.5'5'8'8.5'8.5'8.5'17'17'17'17'17'17'17'8.5'8.5'17'17'21'8.5'17'8.5'17'17'17'8.5'17'8.5'17'17'17'8.5'8.5'8.5'8.5'8.5'17'17'17'17'14'15.5'15.5'17'17'17'8.5'17'8.5'8.5'8.5'8.5'17'16.5'16.5'17'9'9'26' FL-FL23' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL60' FL-FL20' FL-FLPROPOSED 2'SIDEWALKCHASEPROPOSED 2'SIDEWALKCHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALKCHASE26' EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENTPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 6'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANEXISTING SIDEWALKCULVERTFEMA 100-YRHIGH RISKFLOOD FRINGECITY OF FORTCOLLINS 100-YRFLOODPLAINPROPOSED 4'SIDEWALK CULVERTRAIN GARDENBIOMEDIA AREARAIN GARDENBIOMEDIA AREAPROPOSED 4'SIDEWALK CULVERTNATURAL AREABUFFERPROPOSED 2'CONCRETE PANPROPOSED 4'SIDEWALK CULVERTPROPOSED 4'SIDEWALK CULVERTFEMA 100-YR HIGHRISK FLOOD FRINGEPROPOSED 2'CURB CUTPROPOSEDSIDEWALK CULVERTNATURAL AREABUFFER21'21'PROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANMATCH INTO EXISTINGSIDEWALK, CURB,AND GUTTER26' FL-FL33' WATER EASEMENTPROPOSEDPEDESTRIAN BRIDGESheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
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U
C
T
I
O
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REVIEW SE
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E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 18PV1PAVING PLAN4CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet040404080120EASEMENTSNOTES:1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS ANDPAVEMENT SECTIONS.2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS ANDPROJECT SPECIFICATION MANUAL.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATIONRELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTASPHALT PAVINGPROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:CONCRETE PAVINGKEYMAPCABLEF.O.TEMH24" SS
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DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner
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UDUDUDUDS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
EXISTING 21" CLAY
SANITARY SEWER
EXISTING 18" CLAY
SANITARY SEWER
PROPOSED 8"
PVC WATER
PROPOSED 8" PVC
SANITARY SEWER
EXISTING WATERLINEEXISTING 12" WATERLINE
EXISTING 12" WATERLINE
EXISTING 36" WATERLINE
EXISTING ELECTRIC
VAULT (TYP.)
EXISTING 8" PVC
SANITARY SEWER
EXISTING 15"
SANITARY SEWER
EXISTING
UNDERDRAIN
4' SANITARY
MANHOLE (TYP.)
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED 8"
PVC SANITARY
33' WATERLINE EASEMENT
48' SANITARY SEWER EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED FIRE
HYDRANT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED
STORM DRAIN
PROPOSED OUTLET
STRUCTURE
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
SPRING
C
R
E
E
K EXIST
ING
8
'
TRA
IL
EXISTI
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
NATURAL AREA
BUFFER
LOT 1
TRACT B
TRACT A
LOT 2
PROPOSED FIRE
HYDRANT
PROPOSED 2'
CURB CUTCANAL IMPORTATIONCONNECT TO EXISTING
WATER LINE
CONNECT TO
EXISTING
WATER LINE
CONNECT TO EXISTING
WATER LINE
CONNECT TO
EXISTING
WATER LINE
EXISTING FIRE HYDRANT
PROPOSED 8"
PVC WATER
EXISTING FIRE HYDRANT
CONNECT TO
EXISTING SANITARY CONNECT TO
EXISTING SANITARY
CONNECT TO
EXISTING SANITARY
EXISTING FIRE HYDRANT
CONNECT TO
EXISTING SANITARYCONNECT TO
EXISTING SANITARY
EXISTING 26" STORM
EXISTING 30" STORM
EXISTING 18" CLAY
SANITARY SEWER
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
OU1 OVERALL UTILITY PLAN5
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet06060
60
120 180
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 U2
U3 U4
V.P.
S
S
MH
S
S18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SSXXX
XXXXXXXXXXXXXXXXXFDC
F UDE E E E
U
D
U
D
U
D
U
D
U
DUDUDUD
UD
UD
UD UD UD UD UD UD UD UD UD UDSS
W W W W
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDS
HY D
MH
S
HY D
MM
MH
30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
XXXXXXXXXXXXXXXXXXXXXSSSS
30" W 30" W
WINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR9' SIDEWALK6' SID
E
W
A
L
K 9' SIDEWALK9' SIDEWALK9' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK
5' SIDEWALK5' SIDE
W
A
L
K
7'
S
I
D
E
W
A
L
K
6' SIDEWALKSS S
S
SSSSSSSSSWWW
WWWWWWWFFFFFFFFF
FF
UDUDWF
UDUDUDUDUDFWPROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
PROPOSED 8" PVC
SANITARY SEWER
WALLENBERG DR.PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
CONNECT TO EXISTING
24" SANITARY SEWER
26'
FL-FL
23'
FL-FL
26'
FL-FL
26'
FL-FL
6' SID
E
W
A
L
K
6' SIDEWALK
4' SIDEWALK
4' SIDEWALK
26'
FL-FL
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
7' SIDEWALKPROPOSED
RAIN GARDEN
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
5' SIDEWALK4' SIDEWALK33' WATERLINE
EASEMENT
PROPOSED 8"
PVC WATER
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
SIDEWALK CULVERT EXIST
ING
8
' TRAIL
TRACT A
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
NATURAL AREA
BUFFER
EXISTING 8" PVC
WATER
EXISTING
UNDERDRAIN
CANAL
IMPORTAT
ION
CANAL IMPORTATIONPROPOSED 8"
PVC WATER
CONNECT TO
EXISTING
WATERLINE
PROPOSED 8" PVC
WATER
LOT 1
LOT 1
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
EXISTING FH
EXISTING FH
EXISTING 30" WATERLINE
CONNECT TO
EXISTING
WATERLINE
CONNECT TO
EXISTING
WATERLINE
NATURAL AREA
BUFFER 5' SIDEWALKNOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
U2 UTILITY PLAN7
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 U2
U3 U4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET U4SEE SHEET U1
CABLE
F.O.
VAULT
ELECVAULT
ELEC
T
E
T S
H2O
TRAFFIC
VAULTT SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
IRR W
V.P./ / / / / / / // / / / / / / /GGGGEEFOFOEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" W8" W 8" WD
F.O.
D
S
H2O
ELEC
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSS SS SSSTHILL POND CONDOMINIUMS
EXISTING 36" WATERLINE
6' SIDEWALK
6' SID
E
W
A
L
KS
SWWFWFS
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
S SHIELDS ST.6' SID
E
W
A
L
K
26'
FL-FL
60'
FL-FL
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE CHASE
26' EMERGENCY
ACCESS
EASEMENT
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
EXIS
TI
N
G
S
P
RI
N
G
C
R
E
E
K
T
R
AI
L
PROPOSED
FIRE HYDRANT
PROPOSED 8"
PVC SANITARY
SEWER
SPRI
N
G
C
R
E
E
K
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
SIDEWALK CULVERT
LOT 2
LOT 1
NATURAL AREA
BUFFER
EXISTING 8" WATERLINE
EXISTING 30"
WATERLINE
EXISTING SIDEWALKPROPOSED SANITARY
SERVICE (TYP.)
LOT 1
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CONNECT TO
EXISTING
WATERLINE
EXISTING 18" CLAY
SANITARY SEWER
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
U3 UTILITY PLAN8
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 U2
U3 U4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET U1
SEE SHEET U4
XXXXXXXUDUDUDUDUDUDUDUDELEC
XXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SID
E
W
A
L
K
UDUDUDUDFW6' SID
E
W
A
L
K
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
EXISTING 6"
CMP STORM
DRAIN
EXISTING
UNDERDRAIN
26' EMERGENCY
ACCESS
EASEMENT
SPRING CREEK
EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
NATURAL AREA
BUFFER
PROPOSED 4'
SIDEWALK CULVERT CANAL IMPORTATIONLOT 1
TRACT AFEMA 100-YR
HIGH RISK
FLOOD FRINGE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
U4 UTILITY PLAN9
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 U2
U3 U4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET U2
SEE SHEET U3
T
MH
/ / / / / / / /XXXXXXXXXXXXXU
D
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
D
MH
MM
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
HILL POND CONDOMINIUMS UDUDUDUDS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
PROPOSED 4'
CONCRETE PAN PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED OUTLET
STRUCTURE
PROPOSED DRAINAGE
EASEMENT
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
LOT 1
TRACT B
TRACT A
LOT 2
SPRI
N
G
C
R
E
E
K
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED
SIDEWALK
CULVERT
PROPOSED
SIDEWALK
CULVERTEXISTING SIDEWALKEXISTING 8' TRAIL
PROPOSED
LANDSCAPE WALL
CANAL IMPORTATIONKEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
OG1 OVERALL GRADING PLAN10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
G1 G2
G3 G4
MHXXXXXXXXXXXX
XXXXXXXXUDE E E E
U
D
U
D
U
D
U
D
U
DUDUDUD
UD
UD
UD UD UD UD UD UD UD UD UD UDSS
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
MM
MH
XXXXXXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR9' SIDEWALK6' SID
E
W
A
L
K 9' SIDEWALK9' SIDEWALK9' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK
5' SIDEWALK5' SIDE
W
A
L
K
7'
S
I
D
E
W
A
L
K
6' SIDEWALK
UDUDUDUDUDUDUD14.03
13.19
15.
0
3
14.50
15.2413.88
15.
0
9
13.1012.18
14.25 13.9413.891
3
.
3
3
13.76
13.73
14.24
13.76
13.03 12.84
12.70
12.56
12.4712.0711.55
1
2
.
4
3
13.62
13.1313.18
1
3
.
6
6 12.451
4
.
0
9
15.
0
0
14.
6
313.8613.93
14.
5
1
15.15
15.2014.54
12.45
12.49
12.82 12.47
12.08
12.54
13.39
12.
9
3
13.48
14.70
14.64
14.62
12.3712.47
13.26
13.20
13.39
13.
0
8
12.74
FFE=16.33
FFE=14.75
FFE=14.40
FFE=14.40
FFE=14.75
FFE=14.75
FFE=14.00
FFE=14.00
FFE=13.66FFE=13.66
FFE=14.25FFE=14.25
FFE=14.9914.0914.
0
9
14.09
14.09
15.66
15.
6
6
16.00
16.00
14.3214.32
14.32
14.
3
2
13.58
13.00
13.00
13.33
13.33
13.73
13.72
1
4
.
0
8
14.08
4' SIDEWALK
4' SIDEWALK
5' SIDEWALK2.0%1.5%0.5%2.0%0.6%1.5%1.1%0.5%2.0%2.0%0.5%2.0%2.0%0.5%0.5%
0.
5
%1.7%2.0%2.0%0.9%1.0%2.0%2.0%2.0%2.0%
2.0%
2.0%2.0%2.0%
2.0%
2.0%
2.0%
2.1%0.5%0.5%0.5%
0.
5
%
0.5%1.0%1.0%0.5%PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT 5' SIDEWALK4' SIDEWALKPROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
26' EMERGENCY
ACCESS
EASEMENT
TRACT A
LOT 1 EXISTING 8' TRAILRAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
33' WATER
EASEMENT(13.73)(13.21)CANAL IMPORTATIONHOBBIT ST
WALLENBERG DRPROPOSED
STORM DRAIN
0.5%NATURAL AREA
BUFFER
NATURAL AREA
BUFFER
13.22
0.5%LOT 1
LOT 1
LOT 1
48' SANITARY
SEWER EASEMENT
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
G2 GRADING PLAN12
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
G1 G2
G3 G4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET G4SEE SHEET G1
CABLE
T / / / / / / / // / / / / / / /FOFOD
D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSTHILL POND CONDOMINIUMS
6' SIDEWALK
6' SID
E
W
A
L
K
6' SID
E
W
A
L
K 13.88
15.
0
9
16.3216.0116.53
16.60
17.30
16.33
16.39
16.14
15.67 15.4614.81
FFE=17.73
FFE=17.74 17.7317.73
16.60
17.0717.07
1
7
.
7
617.732.0%
2.
5
%
2.
0
%
1.1%
0.5%
2.1%
0.6%1.9%2.0%1.6%
0.5%2.0%2.0%
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
PROPOSED OUTLET
STRUCTURES SHIELDS STLOT 2
LOT 1
SPRIN
G
C
R
E
E
K
PROPOSED 4'
SIDEWALK CULVERT
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
LEXISTING SIDEWALKEXISTING SIDEWALKTRACT B
6' SID
E
W
A
L
K
0.6%
NATURAL AREA
BUFFER
LOT 1
PROPOSED
SIDEWALK
CHASE
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
G3 GRADING PLAN13
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
G1 G2
G3 G4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET G1
SEE SHEET G4
XXXXXXXUDUDUDUDUDUDUDUDXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SID
E
W
A
L
K
UDUDUDUD13.88
15.
0
9
13.1012.0711.55
1
2
.
4
3
FFE=14.99
EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
EXISTING FEMA
100-YR HIGH RISK
FLOOD PLAIN14.3214.32
14.32
14.
3
2 1.7%2.0%
2.0%
2.1%
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
RAIN GARDEN
SPRING CREEK
TRACT B EXISTING 8' TRAILRAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT CANAL IMPORTATIONTRACT A
NATURAL AREA
BUFFER
LOT 1
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
G4 GRADING PLAN14
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTG1 G2
G3 G4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET G2
SEE SHEET G3
CABLEF.O.MH/ / / / / / / /T T T T T T T T T T
/ / / / / / / /SUD
UDSSDF.O.MHMMMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST ST ST ST ST ST
/ / / / / / / /SUD
UD
h-a1h-b2h-b1h-c1h-d12.53 ac.H-B11.01 ac.H-A13.92 ac.H-B20.74 ac.H-C1h-a20.16 ac.H-A20.17 ac.H-D1os2os31.80 ac.OS20.47 ac.OS30.44 ac.H-B3h-b3h-c25.47 ac.H-C23.38 ac.H-E11.38 ac.H-E2h-e1h-e20.48 ac.OS1os10.04 ac.H-F1h-f1h-f20.18 ac.H-F2S SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YRHIGH RISKFLOOD FRINGECITY OF FORT COLLINS100-YR FLOODPLAINEXISTING SPRING CREEK TRAIL
SPRING
CREEK
EXISTING SIDEWALK
EXISTING 8' TRAILCANAL IMPORTATIONWINNE GRANTR/JOHNELLE S1821 WALLENBERGDRERIKSENCHRISTOPHER M1825WALLENBERGDRMCCOY JOHN H/SHERRY P1900 S SHIELDS STHILL POND CONDOMINIUMSSheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 18LEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150H1PLAN
HISTORIC DRAINAGE 15DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerKEYMAPCABLEF.O.TEMH24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G WWWWWWWWWWWWWWWWWWWWWWWWWW12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
E E E E E E E E E E E E E E E E E E E E E
G G G G G G
G G G G G G G G G G G G G G G
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W
30" W
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD UD UD UD
MH/ / / / / / / // / / / / / / // / / / / / / /
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" WXST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STINTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC.COMPANY PROJECT NO. P-11-6963COMPANY PROJECT NO. 838-016DATE: APRIL 2011 DATE: JULY 2015KING SURVEYORSCOMPANY PROJECT NO. 20190806DATE: JANUARY 2020PROJECT DATUM: NAVD88BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD ANDSHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTERAVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSWEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01'50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON AREPER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).3.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.4.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPINGSHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.5.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERINGFOR ADDITIONAL INFORMATION.6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORTCOLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKEPATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS,ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THEFLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.ACROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARKFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
UDUDUDUDMH
/ / / / / / / /XXXXXXXXXXXXXUDE E
U
D
U
D
U
DUDUD
UD
UD UD UD UD UD UD
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
D
MH
MM
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
HILL POND CONDOMINIUMS 1S1S1S1SPROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
IP
IP
IP IP
IP
IP
IP
IP
IP
IP IP
IP
IP IP
IP
IP
IP
OP
SFSFSF
SF
SF
SF
SF
SF SF
SF
SF SFSFSFSFSFSFSFRS
SF
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
RS
RS
RS
RS RS
RS
RS
RS
RS
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
RS
VTC
VTC
RS
IP
PROPOSED OUTLET
STRUCTURE
SF
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
CWA
LOT 1
TRACT B
TRACT A
LOT 2
LOT 1
LOT 1
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
SPRI
N
G
C
R
E
E
K CANAL IMPORTATIONRP
RP
RP
RPRP
RP
RP
IP
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
HOBBIT ST
HOBBIT STEXISTING SIDEWALKEXISTING SIDEWALKSheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 18
EC1 PLANEROSION CONTROL17
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
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.
before you dig.Call
R
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
TEMPORARY BMP'S
SEEDING AND MULCHING MU
CONCRETE WASHOUT AREA CWA
RSROCK SOCK
OUTLET PROTECTION OP
SILT FENCE SF SF
1.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR
REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION
OF THE EROSION CONTROL MEASURES AS REQUIRED.
2.ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RESEEDED WITH A DRYLAND SEED MIX, AS SPECIFIED IN THE CITY OF
LOVELAND STORMWATER SPECIFICATION SECTION 02377, PART 3, TABLE 1.
3.TOTAL DISTURBED AREA OF CONSTRUCTION = 5.91 ACRES
4.SWMP ADMINISTRATOR:
Person ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
GENERAL NOTES:
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT
BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL
SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR
EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE
STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS
ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING
SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL,
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS,
TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE
NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT
NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION
(i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND
BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE
DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP,
RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF
SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S
OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED
WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION
CONTROL STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
17.SLOPE PROTECTION SHALL BE PROVIDED FOR DISTURBED AREAS STEEPER THAN
6:1. SLOPE PROTECTION CAN BE ACCOMPLISHED THROUGH SLOPE TERRACING
USING A TRACKED VEHICLE, WINDROWING, HYDROMULCHING, EROSION CONTROL
FABRIC, OR ANY METHOD AS APPROVED BY THE ENGINEER OR INSPECTOR.
EROSION CONTROL NOTES:
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: LANDMARK APARTMENTS EXPANSION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days