HomeMy WebLinkAboutLot Certifications - 12/30/20192/14/17 Page 1
CERTIFICATION OF LOT GRADING
Pursuant to Fort Collins City Code § 26-544 & City Land Use Code § 3.3.2 (e)
Date:
Address:
Lot: Block:
Subdivision:
Permit Application #:
Larimer County Parcel #:
Larimer County Reception #:
(on development agreement)
I, (print) , a Colorado registered professional engineer, verify that construction
of all stormwater facilities and grading is complete and hereby submit this certification.
Please answer the following questions by initialing the appropriate response. For each question initialed “No,” attach an
explanation detailing how this will affect stormwater drainage for this lot and any adjacent lots.
1.Certification includes attached Stormwater-approved grading plan. (NOTE: City’s
Building Department does not approve grading plans).
2.Certification includes the attached as-built survey dated (must be within 60
days of the date the certification is submitted) accurately and truthfully depicting
elevations for:
Top of foundation/finished floor
Finished grade on each side of the structure
Quarter points along each lot line (not more than 50 feet apart)
Break points/high points
Swales
Berms
Retaining walls
Air conditioning pads
Window wells
Any other appurtenance(s) within an easement
3.All elevations are within a 0.2 foot tolerance of the approved grading plan.
4.The top of foundation is at least 6 inches above the highest grade surrounding the
structure.
5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet
adjacent to the residence.
6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single
family lots when the swale is draining the runoff from only two adjoining properties)
and are not steeper than 33% (3:1).
7.All flow lines of stormwater drainage swales are a minimum of 6 inches below the
elevation of ground adjacent to the structure and will direct drainage as shown on the
Stormwater-approved grading plan.
8.All downspout locations and discharge directions are shown on the as-built survey.
Runoff is directed into an appropriate drainage system or lot line swale, and it is not
directed onto neighboring properties.
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
December 26, 2019 Collindale Industrial Park
3405 S. Timberline Road B1806889
Fort Collins, CO 80525 8730405001
Nicholas W. Haws
09.10.2019
* For areas of new construction only. Existing conditions not evaluated beyond limits of new improvements.
N/A
*
N/A
N/A N/A
**
**
** For the most part, existing slopes were not significantly modified.
2/14/17 Page 2
9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all
adjacent properties.
10.The grading of this lot does not adversely affect neighboring properties or City
infrastructure.
11.Landscaping has been completed prior to survey. If not, please indicate who will be
responsible for completing landscaping:
12.Final site cleanup has been completed.
13.I personally visited the site as part of the certification process, and in my professional
opinion, the as-built survey is an accurate representation of the site conditions..
No Yes
No Yes
No Yes
No Yes
No Yes
14.Based on this information, I certify that (check one):
□The elevations and drainage patterns of the lot/site are in substantial conformance with the City
approved drainage and grading plan for the property (information attached).
□The elevations and drainage patterns of the lot/site as measured are in general conformance with the
City approved drainage plan with exceptions (information attached). In my professional judgment the
elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the
specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a
manner consistent with the approved drainage plan.
Name:
Email:
Phone:
Company:
Address:
NOTE: A complete certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy
for the lot/site, including, but not limited to, drawings of the lot/site showing the approved design and as-built surveyed
elevations of all structures, drainage and grading features, written information/explanation of discrepancies, and other
information necessary to confirm the above certification to:
Email (preferred)
WaterUtilitiesEng@fcgov.com
Mailing Address
Fort Collins Utilities
ATTN: Water Utilities Engineering
281 North College Avenue
Fort Collins, CO 80521
Questions?
970-221-6700
PE Stamp
Sign and date
Neenan Archistruction
4
Nick Haws
nick@northernengineering.com
970.568.5414
Northern Engineering
301 N. Howes St #100
Fort Collins, CO 80521
12.26.19
December 26, 2019
Dan Mogen
City of Fort Collins Utilities
700 Wood Street
Fort Collins, CO 80521
RE: Supplemental Drainage Certification Narrative
Dan,
Please accept this narrative as a supplement to the Drainage Certification for the Minor Amendment,
‘Collindale Industrial Park,’ better known as Madwire - Timberline. The scope of the project was to provide
additional parking by removing existing structures along the southern edge of the property and modifying
the existing eastern parking lot. There were no site modifications along the north side. A drive aisle was
slightly reconfigured along the west side of the property. By utilizing existing drainage patterns, all existing
storm lines were maintained. However, all inlet openings within the limits of redevelopment were
replaced, except for one inlet near the southwest corner of the building. The existing inlet near the
southwest corner of the was completely removed, and an additional 10’ of HDPE pipe was installed to the
existing storm line so that a new inlet could be located in line with the new curb and gutter along the south
side of the building. The constructed improvements are consistent with the Drainage Letter Report dated
October 23, 2018 for this Minor Amendment.
Below is an explanation for all N/A’s listed on the attached Certification of Lot Grading form.
2. Even though the survey is older than 60 days, the site has been visited more recently and the survey
remains an accurate representation of the current as-built conditions.
6. This is not applicable for a commercial development as there are no side yard swales.
7. There are no swales on this site. However, there are concrete pans, which provide adequate drainage
per City of Fort Collins standards.
Should you have any questions or require additional information, please contact me at 970.568.5414 or
nick@northernengineering.com.
Sincerely,
Northern Engineering Services, Inc.
Nicholas W. Haws, PE, LEED AP
Attachments or Enclosures:
Certification of Lot Grading Form
Record Drawings – Grading Sheets
CONTROL
IRR
CONTROL
IRR
S
F.O.
IRRIRRIRR
IRR
D
CONTROL
IRR
CONTROL
IRR
VAULT
F.O.
DD
DCT
CONTROL
IRR
FO
VAULT
F.O.
CONTROL
IRR
CONTROL
IRR
G
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
XXXXXXXXXXXXXXXX
X
X
X X
X
X
X
W
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
T
T
TI
M
B
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L
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N
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R
D
.
PR
I
V
A
T
E
D
R
I
V
E
A
I
S
L
E
PRIVATE DRIVE AISLE
6.
5
'
S
I
D
E
W
A
L
K
6' SIDEWALK6' SIDEWALK
14
:
1
14
:
1
5:
1
14
:
1
5:
1
5:1
(54
.
4
4
)
53.6
3
54.0
0
54.3
7
54.2
8
54
.
2
5
54.5
6
54.3
9
53.9
6
55.1
3
55.1
8
54.8
0
54.1
1
53.5
0
53.5
8
54.2
9
(56
.
8
8
)
56.1
0
56.4
7
56.6
3
56.49
56.4
6
55.99
55.5
9
56.2
6
56.5
3
(56
.
8
8
)
56.4
7
(56
.
8
8
)
53.9
0
54.4
8
54.5
8
54.8
4
54.2
2
54.0
0
54.4
8
54.6
0
54.8
8
54.6
2
54.7
2
54.6
6
54.5
8
54
.
3
7
54.4
9 54.2
5
54.2
9
53.5
6
(53.2
4
)
54.1
9
54.1
5
53.89
53
.
8
3
53
.
9
0
53.9
0
53.65
53.3
9
53.4
2
53.3
0
52.4
9 52.4
2
52.6
3
53.2
3
(52
.
7
9
)
53.7
4
53
.
4
2
53.6
3
53.5
9
54.1
0
54.2
5
53.8
4
53.8
0
53.7
6
53.7
6
53.6
9
52.9
7
52.9
5
52.9
3
53.1
3
54.8
8
54.7
4
54
.
6
8
55.0
3
54.2
4
53.6
0
52
.
0
7
52.2
3
53.0
3
52.7
5
51.9
5
51.7
9
51.7
6
51.8
9
52.4
1
52.00
51.5
8
51.0
7
52.6
2
52.5
6
52.5
6
56.8
8
56.8
8
(56
.
8
8
)
(5
6
.
8
8
)
52.3
9
53.3
6
52.9
8
52.3
7
51.9
5
50.9
3
(50
.
6
2
)
(51
.
0
7
)
51.2
2
51.3
2
51.3
651.2
7
51.1
6
53
.
7
5 53.4
7
53.4
4
53.53
53.5
9
53.9
5
(51
.
5
4
)
(51
.
4
8
)
(51
.
5
2
)
(51
.
5
2
)
(53
.
2
8
)
(52
.
7
8
)
(52
.
7
3
)
(52
.
7
0
)
54.6
1
54.7
6
55.1
2
55.1
2
54.92
(56
.
8
8
)
(56
.
8
8
)
54.6
2
53.90
53.9
7
(54
.
8
4
)
54.9
3
(51
.
1
1
)
(52
.
0
7
)
SAWCUT
EXISTING STORM
INLET
EXISTING
STORM INLET
EXISTING
STORM INLET
54
.
5
6
HP
TIE TO
EXISTING
EXISTING
STORM INLET
2' CONCRETE
PAN
18" VERTICAL
CURB AND GUTTER (TYP.)
18" VERTICAL
CURB AND GUTTER (TYP.)
18" VERTICAL
CURB AND GUTTER (TYP.)
18" VERTICAL
CURB AND GUTTER (TYP.)
SEE LANDSCAPE PLANS
FOR ADDITIONAL CLARIFICATION ON
LANDSCAPING, CONCRETE PATTERNS,
AND GENERAL INFORMATION
EXPOSE ADDITIONAL
FOUNDATION TO
CATCH NEW FG
SAWCUT
SAWCUT
54.6
9
FLUSH CURB
AND GUTTER
EXISTING STORM
INLET
(MAINTAIN EXISTING
GRATE ELEVATION)
EXISTING STORM
INLET
EXISTING STORM
INLET
(MAINTAIN EXISTING
GRATE ELEVATION)
EXISTING STORM
INLET
PROPOSED TYPE R INLET
54.3
7
54.5
8
LANDSCAPE
BERM
55.
1
2
55.
2
5
54.
5
4
54.48
56.88 57.00
56.4
2
56.25
53.9
6
54.8
8
54.2
7
54.
1
7
EXISTING RAMPS ARE TO BE UPGRADED
TO CURRENT CITY STANDARDS. TO BE IN
SEE SHEET C6.00 FOR DETAILS
DANFIELD CT.
EXISTING RAMPS ARE TO BE UPGRADED
TO CURRENT CITY STANDARDS. TO BE IN
SEE SHEET C6.00 FOR DETAILS
DRIVE APPROACH TO BE
RECONSTRUCTED PER
CURRENT ADA STANDARDS
TIE TO
EXISTING
54.3
754
.
1
7
(50
.
8
5
)
(54
.
0
6
)
MATCHLINE (SEE SHEET C4.01)
MA
T
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0
1
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MATCHLINE (SEE SHEET C4.01)
55.1
7
54.5
9
54.
3
9
54.8
5
54.8
7
53.9
2
53.9
3
53.9
4
53.9
5
53.9
5
53.9
1
53.8
8
54.2
0
54.29
53.6
9
53.7
8
53
.
5
9
55.5
3
55.0
8
53.8
8
53.7
1
53.4
9
53.2
4
53.0
5
52.9
7
52.9
3
52.8
5
52.6
9
52.6
1
52.4
2
52.2
1
51.9
7
51.8
5
51.6
4
51.3
9
51.2
7
MAINTAIN 3" FOR HEIGHT
OF BACK OF CURB FOR
ENTIRE SOUTHERN STRETCH
OF CURB AND GUTTER
2.
9
%3.
0
%
2.
3
%
2.
2
%
2.
9
%1.7
%
2.
4
%
2.1
%
2.
3
%
1.7%
(
A
B
)
0.6%(AB)
0.9%
(
A
B
)
0.8%(AB
)
1.5%
(
A
B
)
1.9%
(
A
B
)
2.
0
%
(
A
B
)
2.0
%
(
A
B
)
0.3%(AB
)
1.0
%
(
A
B
)
4.
6
%
(
A
B
)
7.
6
%
(
A
B
)
2.
8
%
(
A
B
)
3.
3
%
(
A
B
)
1.
4
%
(
A
B
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1.7
%
(
A
B
)
1.0
%
(
A
B
)
2.
3
%
(
A
B
)
2.1
%
(
A
B
)
2.
3
%
(
A
B
)
1.5%
(
A
B
)
1.
2
%
(
A
B
)
1.
0
%
(
A
B
)
1.
0
%
(
A
B
)
0.3%(AB)
52.5
6
9.1%(A
B
)
10
.
8
%
(
A
B
)
8.
5
%
(
A
B
)
10.8
%
(
A
B
)
5.
9
%
(
A
B
)
6.
2
%
(
A
B
)
6.
8
%
(
A
B
)
DOWNSPOUT
(AS-BUILT)
DOWNSPOUT
(AS-BUILT)
CONCRETE CHASE
NORTH
GRAPHIC SCALE:
LEGEND:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
PROPOSED CONTOUR
EXISTING CONTOUR
AS-BUILT ELEVATION
AS-BUILT 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS
ARE FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT
FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION
SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE
DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION.
6.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS.
7.ALL DIMENSIONS ON LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT
IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
9. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS,
GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING
ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A
DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
10. REFER TO THE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION WITH
REGARDS TO LANDSCAPING BENCHES AND CONCRETE PATTERNS.
NOTES:
STEXISTING STORM SEWER LINE
D
EXISTING INLET GRATE
SAWCUT LIMITS
PROPERTY BOUNDARY
PROPOSED 18" VERTICAL CURB & GUTTER
EXISTING STORM MH
EXISTING CURB & GUTTER
C4.00
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RECORD DRAWING
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
EXISTING SPOT ELEVATION
IRRIRR
IRR
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
6.
5
'
S
I
D
E
W
A
L
K
55
.
2
7
(52
.
8
8
)
53.0
4
53.2
8
(52.55)
(53
.
0
0
)
(54
.
4
6
)
53.5
2
53.6
5
53.9
0
54.2
0
56.5
8
(56
.
8
8
)
(56
.
8
8
)
55.7
7
55.7
7
54
.
4
6
54.3
4
54.2
7
54.3
4
55.1
4
SAWCUT
4' CONCRETE PAN
SEE LANDSCAPE PLANS
FOR ADDITIONAL CLARIFICATION ON
LANDSCAPING AND CONCRETE PATTERNS
4 STAIRS
RAMP
54.4
0
54.4
3
56.6
0
54.4
0
54.9
4
56.6
7
54.5
3
FLUSH CURB
AND GUTTER
EXISTING STORM
INLET
(MAINTAIN EXISTING
GRATE ELEVATION)
EXISTING STORM
INLET
(MAINTAIN EXISTING
GRATE ELEVATION)
TIE TO
EXISTING
56
.
3
7
LANDSCAPING WALL
56.5
6
56
.
6
6
5.0
%
54.3
0
56.8
8
54.4
9
54.0
6
3.2%
2.0%
0.8%
2.1%
1.8%
54
.
6
5
56.6
0
56.6
8
56.4
4
56.
3
9
55.1
5
54.6
3
54.4
5
54.1
3
53.9
4
53.7
0
54.0
3
53.9
7
53.8
8
53.8
2
56.7
356.7
3
56.6
1
55
.
6
7
(52
.
4
4
)
(50
.
9
4
)
SAW CUT
2.
5
%
0.5%
0.6
%
1.6%
2.9%
1.5%
1.7%
MATCHLINE (SEE SHEET C4.01)
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C4
.
0
1
)
MATCHLINE (SEE SHEET C4.01)
56.8
0
54.1
5
54.1
5
54.4
0
5.0%
4.1%
1.8%
2.0%
56.8
0
56.8
8
56.8
8
56
.
6
0
56.2
9
54.4
0
54.6
5
54.7
9
54.9
8
55.5
8
(50
.
9
2
)
53.2
3
51.3
6
51.4
0
51.3
3
51.2
6
51.1
4
54.4
1
51.7
9
51.8
0
51.8
1
51.8
2
51.8
3
(51
.
6
8
)
51.6
4
51.62
51.6
0
51.5
7
51.5
5
51.68
51.7
8
51.7
7
51.7
7
51.7
6
51.6
9
1.9%
1.7%
1.6%
1.5%
1.2%
0.9%
1.2%
1.3%
1.5%
1.7%
(51
.
7
9
)
1.8%
3.3%
3.7%
4' CONCRETE PAN
38.33' OF 1" B.O.C.
26.73' NO B.O.C
11.41' TRANSITION
TO EXISTING CONDITION
12.29' TRANSITION FROM 1" B.O.C
TO NO B.O.C
11.96' TRANSITION FROM 1" B.O.C
TO NO B.O.C
51.7
5
45.82' OF 1" B.O.C
11.72' TRANSITION TO
EXISTING CONDITIONS
51.5
4
52.7
8
(51
.
3
3
)
51.4
5
2.0%
2.0%
1.1%(AB)
0.9%(AB)
1.4%(AB)
1.5%(AB)
1.5%(AB)
1.4%(AB)
1.5%(AB)
1.3%(AB)
0.8
%
(
A
B
)
2.1%(AB)
51.16
1.5%(AB)
5.1%(AB)
5.0%(AB)
4.9%(AB)
5.0%(AB)1.5%(AB)
1.3%(AB)
1.0%(AB)
1.0%(AB)
0.9%(AB)
1.9%
(
A
B
)
2.5%(AB
)
1.5%(AB
)
1.5%(AB)
1.5%(AB)
2.2%(
A
B
)
3.4
%
(
A
B
)
9.
7
%
(
A
B
)
2.7%(A
B
)
NORTH
GRAPHIC SCALE:
LEGEND:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
PROPOSED CONTOUR
EXISTING CONTOUR
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS
ARE FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT
FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION
SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE
DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION.
6.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS.
7.ALL DIMENSIONS ON LINE AND CURVE INFORMATION ARE MEASURED TO
CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT
IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
9. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS,
GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING
ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A
DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
10. REFER TO THE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION WITH
REGARDS TO LANDSCAPING BENCHES AND CONCRETE PATTERNS.
NOTES:
EXISTING SPOT ELEVATION
STEXISTING STORM SEWER LINE
D
EXISTING INLET GRATE
SAWCUT LIMITS
PROPERTY BOUNDARY
PROPOSED 18" VERTICAL CURB & GUTTER
EXISTING STORM MH
EXISTING CURB & GUTTER
C4.01
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AS-BUILT SLOPES