02_Exhibit A_30% Design Plans_Granite Street.pdf
PDF 11 MB Posted
- Attached to
- Downtown Complete Streets Plan - Granite Street Final Design State and local contract opportunity
- Solicitation number
- RFP_2024_2_23
- Issued by
- Sedgwick County, Colorado
About this file
The document is a 30% design submission for the Granite Street project in Frisco, Colorado, prepared by Toole Design Group. The comprehensive engineering plans cover a 2,955-foot (0.56-mile) roadway reconstruction from S. Madison Avenue to Summit Boulevard, with an approximate total project area of 5.6 acres. The design includes three distinct street sections with varying configurations, featuring elements such as diagonal and parallel parking, bike lanes, sidewalks, landscape areas, and a shared-use path. The project's design criteria include a maximum design speed of 20 mph, a 6% maximum grade, and an average daily traffic (ADT) of 1,000-3,000 vehicles per day.
The design plans detail extensive infrastructure improvements, including storm drainage systems with proposed storm manholes and high-density polyethylene (HDPE) pipes, roadway grading, landscape elements, and signage. The typical street sections show a consistent 80-foot right-of-way with varying lane configurations to accommodate different segments of Granite Street. The plans incorporate town standard elements like lightposts, waste and recycling bins, and bicycle parking, and include detailed markings for traffic control, such as stop signs, crosswalks, and lane designations. The project appears to be part of a broader Downtown Complete Streets Plan, focusing on enhancing street functionality, safety, and aesthetic appeal while maintaining the existing character of the Frisco streetscape.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 06_Exhibit E_Sample Contract.pdf | ||
| Addendum 1_Questions _ Responses_Granite Street Design.pdf | ||
| 01_RFP_Downtown Complete Streets Plan_Granite Street Final Design.pdf | ||
| 05_Exhibit D_Frisco-Downtown-Complete-Streets-Plan.pdf | ||
| 03_Exhibit B_30% Stormwater Report_Granite Street.pdf | ||
| 04_Exhibit C_30% Construction Cost Estimate_Granite Street.pdf |
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Text version
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
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TITLE SHEET
G-01
ENGINEERING PLANS
PROJECT NO. XXXXX
TOWN OF FRISCO, STATE OF COLORADO
OCTOBER 11, 2023
30% SUBMITTAL
PROJECT LOCATION MAP
R.O.W. PROJECTS:NATIONAL HIGHWAY SYSTEM? NO YES
GRANITE STREET
TABULATION OF LENGTH & DESIGN DATA
STATION
FEET
ROAD STRUCTURE
MADISON AVE. TO SUMMIT BLVD.
STA. 101+89.15 TO STA. 131+44.36 2,955 N/A
TOTAL 2,955 N/A
SUMMARY OF PROJECT LENGTH (FEET) 2,955
SUMMARY OF PROJECT LENGTH (MILES) 0.56
APPROXIMATE TOTAL PROJECT AREA
(ACRES) 5.6
DESIGN DATA (CRITERIA)
MINIMUM RADIUS OF CURVE 300'
VERTICAL CURVE CRITERIA
CREST = 7
SAG = 17
MAXIMUM GRADE 6%
ROADWAY CROSS SLOPE 2%
AVERAGE DAILY TRAFFIC (ADT) 1000 - 3000 VPD
MAXIMUM DESIGN SPEED 20 MPH
SURROUNDING ROADWAYS MATCH EXISTING
STREET CLASSIFICATION COLLECTOR
CURB RADII 30'
PROJECT BEGIN
STA 101+89
PROJECT END
STA 131+44
2N D
AVE.
N.T.S.
INDEX OF SHEETS
DRAWING NO. DRAWING DESCRIPTION SHEET NO.
G-01 TITLE SHEET 1
TY-01 - TY-02 TYPICAL SECTIONS 2 - 3
EX-01 - EX-07 EXISTING CONDITIONS PLANS 4 - 10
P-01 - P-07 ROADWAY PLAN & PROFILE 11 - 17
CG-01 - CG-07 GRADING & DRAINAGE PLANS 18 - 24
L-01 - L-09 LANDSCAPE PLANS 25 - 33
SS-01 - SS-07 SIGNING AND MARKING PLANS 34 - 40
CD-01 CONSTRUCTION DETAILS 41
GRANITE STREET 30% DESIGN
RELATED PROJECTS:
P.E. UNDER PROJECT:
PROJECT NUMBER:
PROJECT CODE:
NONE
NONE
R.O.W. PROJECTS: XXXXXX
OVERSIGHT / NHS
FHWA PROJECTS OF DIVISION
INTEREST (PODI) OVERSIGHT?
NO YES
M
AD
ISO
N
AVE.
SU
M
M
IT BLVD
4TH
AVE.
6TH
AVE.
OCTOBER 11, 2023
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
GRANITE STREET: SECTION 1
S. MADISON AVE. TO 3RD AVE.
6TH AVE. TO SUMMIT BLVD.
EXISTING PUBLIC ROW 80'
32.0'
2.0'
8.0'
LANDSCAPE
12.0' 22.0'14.0'
6''6''
20.0'
DIAGONAL PARKING
1'
10.0'
BIKE LANE
2% 2% 1.5% 1.5%
CURB & GUTTER TYPE 2 (SECTION IIB)
12.0'
WB DRIVE LANE
12.0'
EB DRIVE LANE
3.5'
LANSCAPE
4'
VALLEY
GUTTER
3.5'
LANDSCAPE
6.0'
SIDEWALK
MATCH EXISTING
CURB & GUTTER TYPE 2 (SECTION IB)
MATCH EXISTING
2% 4%4%
4.0'
LANDSCAPE
10" HMA
8" ABC (CLASS 6)
BASED ON PAST PROJECTS AND DUE TO HEAVY
VEHICLE TRAFFIC ON GRANITE ST. A 10" HMA
THICKNESS IS ASSUMED TO BE ADEQUATE TO
ACCOMMODATE ALL TRAFFIC.
GRANITE STREET
PAVEMENT SECTION
3" HMA
4" ABC (CLASS 6)
SHARD-USE PATH
PAVEMENT SECTION
2%VARIES
2% VARIES
GRANITE STREET: SECTION 2
4TH AVE. TO 6TH AVE.
EXISTING PUBLIC ROW 80'
13.0'
8.0'
PARALLEL PARKING
21.0' 21.0'25.0'
7.0'
LANDSCAPE
2% 2% 1.5%
1.5%
MATCH EXISTING
13.0'
WB DRIVE LANE
13.0'
EB DRIVE LANE
6.0'
SIDEWALK
14.5'
LANDSCAPE
6''
4'
VALLEY
GUTTER
2'
10.0'
BIKEWAY
2%
CURB & GUTTER TYPE 2 (SECTION IB)
CURB & GUTTER TYPE 2 (SECTION IIB)
MATCH EXISTING
4%4%
1'6''
4.0'
LANDSCAPE
2%
VARIES 2%
VARIES
3.5'
LANDSCAPE
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
2 OF 41Th ur sd ay , O ct ob er
2, :0
8:
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TYPICAL SECTIONS
TY-01
10.0'
BIKE LANE
4.0'
LANDSCAPE
EXISTING PUBLIC ROW 80'
12.0'
1.0'
20.0'
DIAGONAL PARKING
32.0' 22.0'14.0'
6''6''
2% 2%
1.5%
1.5%
12.0'
WB DRIVE LANE
12.0'
EB DRIVE LANE
6.0'
SIDEWALK
2.0'
GRANITE STREET: SECTION 3
3RD AVE. TO 4TH AVE.
4'
VALLEY
GUTTER
6.5'
LANDSCAPE
5' MINIMUM SETBACK TO
EXISTING FACE OF
BUILDING
3.5'
LANDSCAPE
CURB & GUTTER TYPE 2 (SECTION IIB)
2%
CURB & GUTTER TYPE 2 (SECTION IB)
4%4%
MATCH EXISTING
4' SETBACK TO EXISTING
FACE OF BUILDING
MATCH EXISTING
2%VARIES 2%
VARIES
5.5'
LANDSCAPE
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
3 OF 41Th ur sd ay , O ct ob er
2, :0
8:
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TYPICAL SECTIONS
TY-02
1S T A
V E
1S
T A V
E
S . M
A D
IS
O
N A
V E
9087.64
9087.34
9088.28
9076.87 9076.20
9076.67 9076.12 9075.57
9075.60
GRANITE STREET
1S T A
V E
' R
O W
101+00 102+00 103+00 104+00 105+00 106+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
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2, :0 8:
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PR
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
AM
HS
JW
XX
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, O ct ob er
2, :0 8:
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S tre et
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EXISTING CONDITIONS PLANS
SCALE IN FEET
20' 40' 60'
N
EX-01
M
AT
C H
L
IN
E
ST
A.
SE
E
SH
EE
T
6+
EX
-0
GRANITE STREET
T A
V E
2N D
A V
E
1S T A
V E
2N D
A V
E
9075.57 9075.32 9075.00
9075.60 9075.48
9074.70
9074.14 9072.74 9071.71
9071.60
9071.65
1S T A
V E
2N D
A V
E
' R
O W
' R
O W
106+00 107+00 108+00 109+00 110+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
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G ra ni te
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PR
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TI
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N \C
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\P
LA
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S\ D
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.0
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
5 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
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EXISTING CONDITIONS PLANS
EX-02
M
AT
C H
L
IN
E
SH
EE
T
0+
EX
-0
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
6+
EX
GRANITE STREET GRANITE STREET
3R D
A V
E
9066.26
9066.34
9065.91
9066.30
9064.34
9063.789064.38
' R
O W
' R
O W
111+00
112+00
113+00 114+00 115+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
6 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
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P_ G ra ni te S tre et
0% d es ig n\
PR
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TI
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\C
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EXISTING CONDITIONS PLANS
EX-03
M
AT
C H
L
IN
E
SH
EE
T
5+
EX
-0
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
0+
EX
4TH
A
V E
4TH
A V
E
9064.34
9063.58
9063.78
9060.74
9060.96
9058.87
9058.56 9057.74
9056.32
4TH
A
V E
' R
O W
116+00 117+00 118+00
119+00 120+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
EXISTING CONDITIONS PLANS
EX-04
M
AT
C H
L
IN
E
SH
EE
T
9+
EX
-0
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
5+
EX
5TH
A
V E
5TH
A V
E
9056.32
9055.97
9056.80
9055.41
9056.04
9054.23
9054.64
9055.74
9055.54
9055.22 9056.16
5TH
A
V E
' R
O W
120+00 121+00 122+00 123+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
8 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
EC
.d w g
EXISTING CONDITIONS PLANS
EX-05
M
AT
C H
L
IN
E
SH
EE
T
3+
EX
-0
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
9+
EX
6TH
A
V E
9049.31
9048.68
9047.13
9047.89
9047.54 9045.60
9044.229045.52
9046.00
9047.00
9050.72
' R
O W
124+00 125+00 126+00 127+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
9 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
EC
.d w g
EXISTING CONDITIONS PLANS
EX-06
M
AT
C H
L
IN
E
SH
EE
T
7+
EX
-0
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
3+
EX
7TH
A
V E
GRANITE STREET
C O
LO
R
A D
O S
TA
TE
H
IG
H W
A Y
N o.
9043.00
9042.16
9041.47
9039.19
9039.57
9039.03
9041.35
9038.62
9038.54
9042.56
9042.37
9042.06
9041.99
' R
O W
132+12
127+00 128+00 129+00 130+00 131+00
132+00
NOTES:
1. SURVEY PREPARED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER 2019.
2. CONTOUR INTERVAL = ONE FOOT. ADDITIONAL SHOTS ALONG 7TH AVE. MARCH 3, 2021.
3. ELEVATION BASED ON NGS MONUMENT W449 NEAR INTERSECTION OF STATE HIGHWAY NO. 9 AND INTERSTATE 70.
NAVD 88 ELEVATION 9058.09 FEET.
4. BASIS OF BEARINGS: N 78°53'E" E BETWEEN THE FOUND SURVEY MONUMENTS AT THE NORTHWEST PROPERTY CORNER
OF LOT 17. KING SOLOMON SUBDIVISION AND THE NORTHWEST PROPERTY CORNER OF BLOCK 4, FRISCO SUBDIVISION.
5. BUILDING OUTLINES TAKEN FROM AERIAL PHOTOGRAPHY. BUILDINGS SHOWN ARE APPROXIMATE AND NOT TO BE USED
TO ESTABLISH PROPERTY LINES OR FOR ANY ADDITIONS.
6. SCHMIDT LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH
OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
EC
.d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
10 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
EC
.d w g
EXISTING CONDITIONS PLANS
EX-07
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
7+
EX
T
A V
E
S . M
A D
IS
O
N A
V E
GRANITE STREET
101+00 102+00 103+00 104+00 105+00
106+00
R30' T
YP
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
12' 14'
20'
' R
O W
+0
+0
11+00 12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
STA 101+89.15
LIMIT OF WORK
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
RELOCATE EXISTING LIGHT
OUTSIDE ROW (TYP)
PROP 6" TRANSITION CURB
(TYP) SEE DETAIL SHEET CD-01
SAWCUT LINE, (TYP.)
26'
24' TYP
4.
5'
8.
5'
6'
20' 13'
20'
RELOCATE EXISTING LIGHT
OUTSIDE ROW (TYP)
20'
R30 ' T
YP
R2' R2
R 30'
S.
M
AD
IS
O N
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
1+
.7
1S T
AV
E.
R O
AD
W
AY
B
AS
EL
IN
E
ST
A
5+
.0
EXISTING GRADE AT ROADWAY BASELINE
MATCH EXISTING
PROPOSED GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
101+20 102+00 103+00 104+00 105+00 106+00 106+20
BASE EL
-2.29%
-6.00%
G R
B R
K
1+
.1
EL
7.
HIGH PT STA: 102+15.67
HIGH PT ELEV: 9086.99
PVI STA: 102+55.66
PVI ELEV: 9086.07
K: 21.55
LVC: 80.00'
PV
C
+1 5.
EL
6.
PV
T
2+
.6
EL
3.
PV
I 1
+5
5.
EL
6.
LOW PT STA: 104+73.70
LOW PT ELEV: 9075.72
PVI STA: 104+23.70
PVI ELEV: 9075.99
K: 18.34
LVC: 100.00'
PV
C
+7 3.
EL
8.
PV
T
4+
.7
EL
5.
PV
I 1
+2
3.
EL
5.
.0
.3
.8
.9
.8
.8
.4
.0
.6
.6
.5
.3
.9
.4
.4
.6
.0
.5
.3
.0
.9
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
11 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
P-01
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
-0.55%
M
AT
C H
L
IN
E
SH
EE
T
6+
P-
2N D
A V
E
4.
5'
6'
8.
5'
106+00 107+00 108+00 109+00 110+00
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
13'
13' 12' 20'
' R
O W
' R
O W
11+00
12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
EXISTING WALL
TO REMAIN
PROP 6' TRANSITION
CURB (TYP) SEE
DETAIL SHEET CD-01
28'
4.
5'
8.
5'
28'
20'
REPLACE EXISTING LIGHT POSTS WITH
TOWN OF FRISCO STANDARD LIGHT POSTS
6'
7'
R30' TYP
R2'
R
R6'
R5'
28' 17'
9'
R2' R2'
17'
4.
5'
R
R
'R 30'
R 10'
2N D
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
9+
.7
PROPOSED GRADE AT ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
105+80 106+00 107+00 108+00 109+00 110+00 110+80
BASE EL
-0.55%
-1.89%
HIGH PT STA: 107+73.07
HIGH PT ELEV: 9074.08
PVI STA: 108+23.07
PVI ELEV: 9073.80
K: 74.39
LVC: 100.00'
PV
C
+7 3.
EL
4.
PV
T
8+
.0
EL
2.
PV
I 1
+2
3.
EL
3.
.6
.6
.5
.1
.5
.9
.2
.4
.9
.9
.9
.2
.1
.0
.7
.4
.2
.8
.2
.3
.4
.4
.5
.9
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
12 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
6+
P-
P-02
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
M
AT
C H
L
IN
E
SH
EE
T
0+
3R D
A V
E
4.
5'
6'
111+00
112+00
113+00 114+00 115+00
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
16' 14'
' R
O W
' R
O W
+0
+0
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
PROP 6' TRANSITION
CURB (TYP) SEE
DETAIL SHEET CD-01
6.
5'
28'
28'
REPLACE EXISTING LIGHT POSTS WITH
TOWN OF FRISCO STANDARD LIGHT POSTS
R30' TYP
R 200'
R 150'
R2'
4.
5'
6'
8.
5'
R2
10'
7'
3R D
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
3+
.3
PROPOSED GRADE AT ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
110+40 111+00 112+00 113+00 114+00 115+00 115+50
BASE EL
-2.08%
0.50%
HIGH PT STA: 113+27.17
HIGH PT ELEV: 9066.47
PVI STA: 113+51.66
PVI ELEV: 9066.64
K: 31.03
LVC: 80.00'
PV
C
+1 1.
EL
6.
PV
T
3+
.6
EL
5.
PV
I 1
+5
1.
EL
6.
LOW PT STA: 112+61.00
LOW PT ELEV: 9066.23
PVI STA: 112+33.36
PVI ELEV: 9066.04
K: 39.73
LVC: 95.00'
PV
C
+8 5.
EL
6.
PV
T
2+
.8
EL
6.
PV
I 1
+3
3.
EL
6.
H P
3+
.1
EL
6.
LP
+6
1.
EL
6.
.1
.9
.0
.3
.7
.6
.6
.0
.4
.6
.8
.0
.7
.5
.5
.6
.7
.2
.3
.3
.6
.5
.5
.5
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
13 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
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C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
0+
P-
P-03
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
-1.89%
M
AT
C H
L
IN
E
SH
EE
T
5+
X X X X X
4T H
A V
E
116+00 117+00
118+00 119+00
120+00GRANITE STREET
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
14'
' R
O W
REPLACE EXISTING LIGHT POSTS WITH
TOWN OF FRISCO STANDARD LIGHT POSTS
11+00 12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
RELOCATE EXISTING FENCE
28'
28'
8' 7.
5' 4.
5' 6'
4.
5'
6' 6.
5'
R30' TYP R
0'
R
0'
R2'
16'
16'
20' 10'
R10'
R3
4T H
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
6+
.3
PROPOSED GRADE AT ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
115+10 116+00 117+00 118+00 119+00 120+00 120+10
BASE EL
-1.13%
-2.08%
LOW PT STA: 117+23.84
LOW PT ELEV: 9059.28
PVI STA: 116+83.84
PVI ELEV: 9059.73
K: 84.47
LVC: 80.00'
PV
C
+4 3.
EL
0.
PV
T
7+
.8
EL
9.
PV
I 1
+8
3.
EL
9.
.7
.0
.8
.3
.6
.0
.2
.5
.8
.1
.3
.1
.3
.5
.4
.4
.5
.9
.4
.8
.2
.7
.1
.0
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
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TI
O
N \C
AD
\P
LA
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S\ D
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.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
14 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
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C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
5+
P-
P-04
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
M
AT
C H
L
IN
E
SH
EE
T
9+
5T H
A V
E
120+00
121+00 122+00 123+00
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
' R
O W
11+00 12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
RELOCATE EXISTING HYDRANT
EXISTING UTILITY BOX TO REMAIN
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
28'
28'
8' 7.
5' 4.
5' 6'
R30' TYP
18' 19' 17'
20'16'
-1.13%
5T H
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
0+
.2
PROPOSED GRADE AT ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
119+60 120+00 121+00 122+00 123+00 123+70
BASE EL
0.62%
-4.57%
HIGH PT STA: 122+21.89
HIGH PT ELEV: 9056.27
PVI STA: 122+52.31
PVI ELEV: 9056.49
K: 15.40
LVC: 80.00'
PV
C
+1 2.
EL
6.
PV
T
2+
.3
EL
4.
PV
I 1
+5
2.
EL
6.
LOW PT STA: 120+85.16
LOW PT ELEV: 9055.56
PVI STA: 120+70.64
PVI ELEV: 9055.36
K: 57.05
LVC: 100.00'
PV
C
+2 0.
EL
5.
PV
T
1+
.6
EL
5.
PV
I 1
+7
0.
EL
5.
H P
2+
.8
EL
6.
LP
+8
5.
EL
5.
.9
.3
.7
.3
.0
.1
.9
.3
.8
.6
.6
.1
.6
.5
.8
.1
.0
.3
.0
.1
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
15 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
9+
P-
P-05
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
M
AT
C H
L
IN
E
SH
EE
T
3+
6T H
A V
E
124+00 125+00 126+00 127+00
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
14'
' R O
W
' R
O W
11+00 12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
RELOCATE DUMPSTER
AND WALLS OUTSIDE ROW
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
ADJUST MH TO GRADE
28'
28'
4.
5'
8.
5'
REPLACE EXISTING LIGHT POSTS WITH
TOWN OF FRISCO STANDARD LIGHT POSTS
6'
R10'
R2'
20' 20'
R30 ' T
YP
6T H
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
4+
.3
PROPOSED GRADE AT ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
GRANITE ST PROFILE
123+30 124+00 125+00 126+00 127+00 127+45
BASE EL
-1.68%
-4.57%
LOW PT STA: 124+54.81
LOW PT ELEV: 9047.95
PVI STA: 124+29.81
PVI ELEV: 9048.37
K: 17.29
LVC: 50.00'
PV
C
+0 4.
EL
9.
PV
T
4+
.8
EL
7.
PV
I 1
+2
9.
EL
8.
.9
.8
.1
.3
.9
.8
.0
.3
.7
.0
.9
.0
.7
.0
.1
.3
.5
.6
.8
.0
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
16 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
3+
P-
P-06
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
M
AT
C H
L
IN
E
SH
EE
T
7+
9042.06
9041.99
7T H
A V
E
GRANITE STREET
C O
LO
R
A D
O S
TA
TE
H
IG
H W
A Y
N o.
128+00 129+00 130+00 131+00
PROP 4' CONCRETE
VALLEY GUTTER (TYP)
14'
' R
O W
11+00 12+00
GRANITE STREET ROADWAY BASELINE
ADA RAMP (TYP)
RELOCATE EXISTING
HYDRANT
LIMIT OF WORK;
MATCH EXISTING
LIMIT OF WORK;
MATCH EXISTING
END STA. 131+44.36
LIMIT OF WORK
MATCH EXISTING
26'
26'
4.
5'
8' 5.
5'
R2'
REPLACE EXISTING LIGHT POSTS WITH
TOWN OF FRISCO STANDARD LIGHT POSTS
R5
R30 ' T
YP R
300'
80' OF SNOW REMOVAL STORAGE EAST OF DRIVEWAY,
SEE SIGNING & MARKINGS PLANS FOR LIMITS
R2'
18'
50'
20'
20'20'
6'
4.
5'
8.
5'
6'
7T H
A
VE
. R O
AD
W
AY
B
AS
EL
IN
E
ST
A
8+
.0
PROPOSED GRADE AT
ROADWAY BASELINE
EXISTING GRADE AT ROADWAY BASELINE
MATCH EXISTING
LI
M
IT
O
F W
O R
K
ST
A
1+
.3
GRANITE ST PROFILE
127+10 128+00 129+00 130+00 131+00 131+60
BASE EL
2.97% -0.93%
G R
B R
K
1+
.3
EL
0.
LOW PT STA: 129+50.33
LOW PT ELEV: 9039.99
PVI STA: 129+00.33
PVI ELEV: 9040.46
K: 132.49
LVC: 100.00'
PV
C
+5 0.
EL
1.
PV
T
9+
.3
EL
9.
PV
I 1
+0
0.
EL
0.
LOW PT STA: 130+68.21
LOW PT ELEV: 9038.99
PVI STA: 130+89.19
PVI ELEV: 9038.71
K: 20.51
LVC: 80.00'
PV
C
+4 9.
EL
9.
PV
T
1+
.1
EL
9.
PV
I 1
+8
9.
EL
8.
LP 130+68.21
EL 9038.99
.5
.0
.2
.5
.4
.9
.6
.1
.0
.6
.0
.6
.9
.1
.3
.5
.0
.5
.0
.2
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 8:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
PL
AN
S.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
17 OF 41Th ur sd ay , O ct ob er
2, :0
8:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_
PL
AN
S.
dw g
ROADWAY PLAN & PROFILE
M
AT
C H
L
IN
E
SH
EE
T
7+
P-
P-07
N
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 20 400
05 5 10
-1.68%
9087.64
9087.34
9088.28
9076.87 9076.20
9076.67 9076.12 9075.57
9075.60
101+00 102+00 103+00 104+00 105+00 106+00
1S T
A V
E
S . M
A D
IS
O
N A
V E
GRANITE STREET
GRANITE STREET ROADWAY BASELINE
MATCH EXISTING GRADE
20'-18" HDPE
PROPOSED STORM MH
10'-18" HDPE
PROPOSED INLET
40'-24" HDPE
MATCH EXISTING GRADE PROPOSED INLET
330'-24" HDPE
40'-18" HDPE
PROPOSED STORM MH
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
G R
AD
IN
G
D R
AI
N
AG
E.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
18 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
C
TI
O N
\C
AD
\P
LA
N S\
D
EN
.0
.0
0_ G
R
AD
IN
G
D
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AI
N
AG
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dw g
GRADING & DRAINAGE PLANS
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
6+
C
G -0
CG-01
9075.57 9075.32 9075.00
9075.60 9075.48
9074.70
9074.14 9072.74 9071.71
9071.60
9071.65
106+00 107+00 108+00 109+00 110+00
709075
GRANITE STREET
2N D
A V
E
GRANITE STREET ROADWAY BASELINE
PROPOSED INLET
10'-18" HDPE
15'-18" HDPE
PROPOSED STORM MH 275'-24" HDPE330'-24" HDPE
MATCH EXISTING GRADE
MATCH EXISTING GRADE
PROPOSED INLET
MATCH EXISTING GRADE
MATCH EXISTING GRADE
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
G R
AD
IN
G
D R
AI
N
AG
E.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
19 OF 41Th ur sd ay , O ct ob er
2, :0
9:
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GRADING & DRAINAGE PLANS
M
AT
C H
L
IN
E
SH
EE
T
0+
C
G -0
SCALE IN FEET
20' 40' 60'
N
CG-02
M
AT
C H
L
IN
E
SH
EE
T
6+
C
G
9066.26
9066.34
9065.91
9066.30
9064.34
9063.789064.38
111+00
112+00
113+00 114+00 115+00
GRANITE STREET
3R D
A V
E
GRANITE STREET
GRANITE STREET ROADWAY BASELINE
PROPOSED INLET
PROPOSED STORM MH
10'-18" HDPE
15'-18" HDPE
340'-24" HDPE
275'-24" HDPE
MATCH EXISTING GRADE
MATCH EXISTING GRADE
PROPOSED INLET
PROPOSED STORM MH MATCH EXISTING GRADE
MATCH EXISTING GRADE
115'-24" HDPE
30'-18" HDPE
40'-24" HDPE
PROPOSED INLET
PROPOSED STORM MH
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
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PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
20 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
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.0
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GRADING & DRAINAGE PLANS
M
AT
C H
L
IN
E
SH
EE
T
5+
C
G -0
SCALE IN FEET
20' 40' 60'
N
CG-03
M
AT
C H
L
IN
E
SH
EE
T
0+
C
G
9064.34
9063.58
9063.78
9060.74
9060.96
9058.87
9058.56 9057.74
X X X X X
116+00 117+00 118+00
119+00
90589059
4T H
A V
E
EXISTING INLET
EXISTING INLET
EXISTING INLET
EXISTING PIPE
GRANITE STREET ROADWAY BASELINE
340'-24" HDPE
15'-18" HDPE
PROPOSED STORM MH
10'-18" HDPE
PROPOSED INLET
100'-24" HDPE
PROPOSED STORM MH
145'-24" HDPE MATCH EXISTING GRADE
MATCH EXISTING GRADE
PROPOSED INLET PROPOSED STORM MH
140'-24" HDPE
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
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S\ D
EN
.0
.0 0_
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AI
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dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
21 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
H :\B
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.0
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0% d es ig n\
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.0
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IN
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GRADING & DRAINAGE PLANS
M
AT
C H
L
IN
E
SH
EE
T
9+
C
G -0
SCALE IN FEET
20' 40' 60'
N
CG-04
M
AT
C H
L
IN
E
SH
EE
T
5+
C
G
9056.32
9055.97
9056.80
9055.41
9056.04
9054.23
9054.64
9055.74
9055.54
9055.22 9056.16
120+00 121+00 122+00 123+00
9056 9056
GRANITE STREET
5T H
A V
E
EXISTING INLET GRANITE STREET ROADWAY BASELINE
PROPOSED STORM MH
PROPOSED INLET
75'-24" HDPE
300'-24" HDPE
PROPOSED STORM MH
PROPOSED INLET
MATCH EXISTING GRADE
MATCH EXISTING GRADE15'-18" HDPE
10'-18" HDPE
PROPOSED INLET
PROPOSED INLET
20'-18" HDPE
25'-18" HDPE
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
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N \C
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\P
LA
N
S\ D
EN
.0
.0 0_
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AD
IN
G
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AI
N
AG
E.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
22 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
O
D U
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TI
O N
\C
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\P
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N S\
D
EN
.0
.0
0_ G
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AD
IN
G
D
R
AI
N
AG
E.
dw g
GRADING & DRAINAGE PLANS
M
AT
C H
L
IN
E
SH
EE
T
3+
C
G -0
CG-05
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
9+
C
G
9049.31
9048.68
9047.89
9047.54 9045.60
9044.229045.52
9046.00
9047.00
9050.72
124+00 125+00 126+00 127+00
9050 90439044
9052 GRANITE STREET
6T H
A V
E
EXISTING INLET
GRANITE STREET ROADWAY BASELINE
15'-18" HDPE
PROPOSED STORM MH
10'-18" HDPE
PROPOSED INLET
380'-24" HDPE
PROPOSED INLET
MATCH EXISTING GRADE
MATCH EXISTING GRADE
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
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\P
LA
N
S\ D
EN
.0
.0 0_
G R
AD
IN
G
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AI
N
AG
E.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
23 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
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GRADING & DRAINAGE PLANS
M
AT
C H
L
IN
E
SH
EE
T
7+
C
G -0
CG-06
SCALE IN FEET
20' 40' 60'
N
M
AT
C H
L
IN
E
SH
EE
T
3+
C
G
9043.00
9042.16
9041.47
9039.19
9039.57
9039.03
9041.35
9038.62
9038.54
9042.37
9042.06
9041.99
128+00 129+00 130+00 131+00
9039 90399041
7T H
A V
E
GRANITE STREET
C O
LO
R
A D
O S
TA
TE
H
IG
H W
A Y
N o.
PROPOSED INLET
GRANITE STREET ROADWAY BASELINE
RELOCATE EXISTING INLET
15'-18" HDPE
PROPOSED STORM MH
PROPOSED INLET
10'-18" HDPE
20'-36" HDPE
170'-36" HDPE
CORE DRILL EXISTING MH STRUCTURE TO
FACILITATE NEW STORM CONNECTION
PROPOSED INLET
PROPOSED STORM MH
EXISTING SIDEWALK TRENCH
DRAIN TO REMAIN. EXTEND TO
NEW FLOWLINE AS NEEDED.
MATCH EXISTING GRADE
MATCH EXISTING GRADE
PLUG OUTLET PIPE
20'-36" HDPE
50'-24" HDPE 15'-18" HDPE
15'-18" HDPE
PROPOSED
STORM MH
PROPOSED INLET
PROPOSED WATER QUALITY STRUCTURE
EXISTING INLET TO REMAIN. PLUG EXISTING
OUTLET PIPE, CORE FOR NEW OUTLET PIPE
PROPOSED STORM MH
PROPOSED STORM MH
PROPOSED INLET
35'-18" HDPE
20'-18" HDPE
40'-24" HDPE
10'-18" HDPE
60'-36" HDPE
380'-36" HDPE
REMOVE
EXISTING INLET
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM MH
HIGH DENSITY POLYETHYLENE PIPE
PROPOSED INLET
NOTES:
1. PROPOSED GRADING BASED ON TOPOGRAPHIC SURVEY
PROVIDED BY SCHMIDT LAND SURVEYING, INC. IN SEPTEMBER
2019 AND IS PRELIMINARY. ADDITIONAL SURVEY WILL BE
NEEDED PRIOR TO FINAL DESIGN TO CONFIRM EXISTING
GRADES ALONG CORRIDOR AT ROW IN SOME LOCATIONS
WHERE INSUFFICIENT SURVEY WAS PREVIOUSLY COLLECTED.
2. DRAINAGE AND STORM INFRASTRUCTURE DESIGN
PRELIMINARY. ADDITIONAL DESIGN INCLUDING PIPE SIZING
AND INLET CAPACITY WILL BE REQUIRED FOR FINAL DESIGN.
3. EXISTING SUBSURFACE UTILITIES NOT SHOWN. WILL NEED TO
CONFIRM LOCATION OF EXISTING UTILITIES AND COORDINATE
PROPOSED STORM DESIGN AND LOCATION.
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
O D
U C
TI
O
N \C
AD
\P
LA
N
S\ D
EN
.0
.0 0_
G R
AD
IN
G
D R
AI
N
AG
E.
dw g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801 BROADWAY, SUITE 1204
DENVER, CO 80202
PHONE: 720.704.7061
FAX: 301.927.2800
www.tooledesign.com
PREPARED FOR: GRANITE STREET, 30% DESIGN
300 MAIN STREET, FRISCO, CO 80443
24 OF 41Th ur sd ay , O ct ob er
2, :0
9:
A M
H :\B
\0 0D
EN
.0
.0 0_
P_ G ra ni te S tre et
0% d es ig n\
PR
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C
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\C
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EN
.0
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IN
G
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dw g
SCALE IN FEET
20' 40' 60'
GRADING & DRAINAGE PLANS
N
CG-07
M
AT
C H
L
IN
E
SH
EE
T
7+
C
G
A V
E
S . M
A D
IS
O
N A
V E
GRANITE STREET
101+00 102+00 103+00 104+00 105+00
PT
PA
PAN
PT
PT
PA
PT
PAN
PT
PAN
TOWN STANDARD
LIGHTPOST
TOWN STANDARD
WASTE AND
RECYCLING BINS
SM
LEGEND
TOWN STANDARD LIGHTPOST
TOWN STANDARD WASTE
AND RECYCLING BINS
ML
OCTOBER 11, 2023
00DEN.00265.00
30% DESIGN SUBMISSION
PRELIMINARY - NOT FOR CONSTRUCTION
AM
HS
JW
XX
Th ur sd ay
, O ct ob er
2, :0 9:
A
M H
:\B
\0
0D
EN
.0
.0
0_ P_
G ra ni te
S tre et
0% d es ig n\
PR
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N \C
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\P
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N
S\ D
EN
.0
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LA
N
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SC
AP
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G .d w g
PROJECT NO.
DATE REVISION BYNO. APVD
REUSE OF DOCUMENTS
ALL DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE FOR THIS PROJECT.
REUSE OR ALTERATION IS AT THE USER'S SOLE RISK. DATE
DRAWING NO.
SHEET NO.
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE PLANS
WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF [STATE],
LICENSE NO. __________,
EXPIRATION DATE: ________________.
CHK
DSGN
DR
APVD
1801…
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