HomeMy WebLinkAboutFORT COLLINS HOTEL (DOWNTOWN HOTEL) - FDP - FDP150033 - PLANS - UTILITY PLANSJEFFERSON ST.
WILLOW ST.
LINDEN ST.
N. COLLEGE AVE.
E. LINCOLN AVE.
BUCKINGHAM ST.
E. VINE DR.
OLD TOWN BASIN
CACHE LA POUDRE BASIN
CACHE LA POUDRE BASIN
DRY CREEK BASIN
MOUNTAIN AVE.
E. MULBERRY ST
S. COLLEGE AVE.
LAPORTE AVE.
MAPLE AVE.
S. MASON AVE.
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C001
GENERAL & CONSTRUCTION NOTES
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
LEGEND:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C100
EXISTING CONDITIONS & DEMOLITION PLAN
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
CTV
SS
LEGEND:
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING
RIGHT-OF-WAY
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
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
R
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C201
ROADWAY DETAILS
PARKING LOT ALTERNATIVE
LEGEND:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
MOUNTAIN AVENUE
PROPOSED
DOWNTOWN HOTEL PROPOSED PARKING
EXISTING
RIGHT-OF-WAY
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
LEGEND:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
MOUNTAIN AVENUE
PROPOSED
HYDRANT
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
MOUNTAIN AVENUE
PROPOSED DOWNTOWN
HOTEL
PROPOSED
PARKING
EXISTING
RIGHT-OF-WAY
EXISTING
TRAFFIC LIGHT
EXISTING PROPERTY LINE
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
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
R
( IN FEET )
10 0 10 20 30
1 INCH = 10 FEET
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C401
GRADING DETAILS
PARKING LOT ALTERNATIVE
LEGEND:
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING RIGHT-OF-WAY
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING RIGHT-OF-WAY
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING RIGHT-OF-WAY
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING PROPERTY LINE
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C406
LEGEND:
FIELD SURVEY BY:
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
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
MOUNTAIN AVENUE
PROPOSED
DOWNTOWN HOTEL
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C600
CONSTRUCTION DETAILS
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C601
CONSTRUCTION DETAILS
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C602
CONSTRUCTION DETAILS
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH DOME GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 03-25-10
DRAWN BY EBC
09-05-13
CCA
8" - 30"
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN WITH DOME GRATE
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
$'$37(56&$1%(02817('21$1<$1*/(7272'(7(50,1(
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
(1, 2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C604
CONSTRUCTION DETAILS
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
400 STANDARD SINGLE COMBINATION INLET
A A
B
B
A A
3 IN. 1 FT. 0 IN. 3 IN.
2 FT. 0 IN.
1/4 IN.
6 IN. MIN.
6 IN.
6" MIN.
ANCHOR-18 IN. O.C.
NO. 3 REBAR
ANGLE
GALVANIZED
3x2x3/8 IN.
1 IN.
1/4 IN.
3 IN.
DETAIL "A"
401 TRENCH DRAIN DETAIL
PROTECTED
TRANSFORMER PAD
CONCRETE FILLED
BOLLARD
402 BOLLARD DETAIL AT PROPOSED TRANSFORMER
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
2013 NYLOPLAST
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
(5) ADAPTER ANGLES VARIABLE
$&&25',1*723/$16
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
REVISED BY
DATE 9-30-99
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
12-29-11
CCA
DRAIN BASIN INLINE DRAIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
NON TRAFFIC INSTALLATION
TOP SOIL
DOME GRATE
TOP SOIL
DOME GRATE
2011 NYLOPLAST
4" MIN ON 8" - 24"
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
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
R
ISS. #
KEY PLAN
DESCRIPTION DATE
ARCHITECT'S PROJECT NUMBER
4240 Architecture Inc.
copyright 2015
NOT FOR
CONSTRUCTION
OWNER
4240 ARCHITECTURE INC
3507 RINGSBY COURT SUITE 117
DENVER, CO 80216
t: 303.292.3388 f: 303.292.3113
ARCHITECT
21129.00
MCWHINNEY
2725 ROCKY MOUNTAIN AVE STE 200
LOVELAND, CO 80538
DEVELOPER
SAGE HOSPITALITY
1575 WELTON STREET STE 300
DENVER, CO 80202
OPERATOR
t: 970.962.9990
t: 303.595.7200 f: 303.595.7219
BOHEMIAN COMPANIES
262 E MOUNTAIN AVE
FORT COLLINS, CO 80524
t: 970.490.2626
NORTHERN ENGINEERING, INC
200 S COLLEGE AVE
FORT COLLINS, CO 80524
CIVIL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE
FORT COLLINS, CO 80524
LANDSCAPE
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C603
CONSTRUCTION DETAILS
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN.
4" MIN
EXTEND MIN. 6" INTO SUBGRADE
6"
12" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
VARIES
(REFER TO
STORM DRAIN
PLAN)
INTEGRATED DUCTILE IRON
FRAME & SOLID GRATE TO MATCH
BASIN O.D.
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
0,1 6(3$5$7,21%(7:((1+2/(6 0$;+2/(63(552:
2" MIN
0$;
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
TOP 10" TO BE SOLID, WITHOUT PERFORATIONS
10" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
(NO BOTTOM CAP)
305 STORM SEWER BEDDING DETAIL
307 TYPICAL NYLOPLAST DRAIN BASIN WITH DOME GRATE
PAVEMENT SECTIONS (PRIVATE
309 AREAS OUTSIDE OF ROW)
304 DIMENSIONS FOR SLOTTED PVC PIPE
300 PRIVATE UNDERDRAIN CLEANOUT
308 TYPICAL RAIN GARDEN DRAIN BASIN/INLINE DRAIN INSTALLATION
REFER TO THE LANDSCAPE
PLANS FOR PLANTING WITHIN
THE BIO-RETENTION AREA
9" BIO-RETENTION
SAND MEDIA
6" PERFORATED
PVC UNDERDRAIN
NOTES:
1. REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE
INFORMATION ON THE SOIL MIX.
2. BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH
CYCLE OR APPROVED EQUAL.
3. THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL
RAIN GARDEN LOCATIONS.
MIN. 10" GRAVEL LAYER
MEETING CDOT #4
COARSE AGGREGATE
SPECIFICATION.
3" PEA GRAVEL
TYPICAL RAIN GARDEN SECTION
REFER TO THE LANDSCAPE
PLANS FOR PLANTING WITHIN
THE BIO-RETENTION AREA
BIO-RETENTION
SAND MEDIA
6" PERFORATED
PVC UNDERDRAIN
GRAVEL LAYER
PEA GRAVEL
BIORETENTION SOIL LAYERING (RAIN GARDEN)
CDOT CLASS B GEOTEXTILE
SEPARATOR FABRIC
(TYPICAL ENTIRE PERIMETER)
306
302
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed,
uncompacted, free of stones, stumps, roots, or other similar objects
larger than two LQFKHV No other materials or substances shall be
mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and
maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive
species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the
following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it
may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the
BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. 3KRVSKRURXV 3KRVSKDWH32
QRWWRH[FHHG SSP
5. BSM that fails to meet the minimum requirements shall be replaced
at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum PL[HU Onsite mixing of
piles will not be DOORZHG Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density
of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded
phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per
USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its
source, prior to including topsoil in the PL[ Topsoil shall be free of
subsoil, debris, weeds, foreign matter, and any other material
deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content
EHWZHHQ
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost
consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled
conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds
and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant
JURZWK
4. Compost shall be provided by a local US Composting Council Seal
of Testing Assurance (STA) PHPEHU A copy of the provider's
most recent independent STA test report shall be submitted to and
approved by the Owner prior to delivery of BSM to the project site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch
screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed
as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per
million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per
million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A
standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40
CFR 503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed
9-inches.
3. Compaction of BSM material is not required.
303 BIORETENTION SAND MEDIA SPECIFICATIONS
TYPICAL VERTICAL
CURB & GUTTER
TYPICAL OUTFALL
CURB & GUTTER
TYPICAL SLOPE
(SEE GRADING PLAN) TYPICAL SLOPE
(SEE GRADING PLAN)
VARIES
6" CURB
301 TYPICAL CURB CUT
NOT FOR CONSTRUCTION
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
STANDARD MANHOLE
WW-3
200 SANITARY SEWER BEDDING DETAIL 201 SANITARY SEWER MANHOLE 202 CONCRETE THRUST BLOCKS 203 TYPICAL WATER SERVICE
204 WATER BEDDING DETAIL 205 3" WATER METER VAULT (PLAN VIEW) 206 3" WATER METER VAULT (SIDE VIEW)
207 3" WATER METER VAULT (END VIEW)
NOT FOR CONSTRUCTION
1:12 MAX
1:12 MAX
SECTION A-A
NOTES:
1. No storm water shall drain through
pedestrian refuge.
2. Pedestrian refuge area shall be in line with
cross walks.
4" Min.
A Min. 4' A
6'
Min.
Stop Bar at
traffic signals
Sidewalk width shall conform to width
requirements for the street classification
Show street surface
3. Crosswalk to line up with ramp & Refuge Area.
4' Min. Flat Rest Area
Minimum area of
nose island 50 ftà
T
Truncated Dome
Warning Detection
(typ.)
105 HANDICAP PARKING REQUIREMENTS
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
$OO1R3DUNLQJVLJQVVKDOOEHLQVWDOOHGDWIURP)ORZ/LQH
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
MIN. MIN.
CAR ACCESSIBLE VAN ACCESSIBLE
OR
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
ONE SIGN PER SPACE
REQUIRED (R7-8) WITH
VAN PLAGUE (R7-8P)
AND $100 FINE PLAGUE
ONE SIGN PER
SPACE REQUIRED
(R7-8) WITH $100
FINE PLAGUE
ONE SIGN PER
SPACE REQUIRED
(R7-8) WITH $100
FINE PLAGUE
106 SAWCUT DETAIL
100 STANDARD DRIVEWAY APPROACH (TYPE II) 101 STANDARD SIDEWALK 102 STANDARD PEDESTRIAN REFUGE AREA 103 FIRE HYDRANT ASSEMBLY
104 SIGN POST
107 PERMEABLE PAVER SECTION W/ UNDERDRAIN 109 PERMEABLE PAVER EDGE RESTRAIN
PERMEABLE PAVER SECTION
108 ABUTTING PAVEMENT
NOT FOR CONSTRUCTION
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
Wood float finish thru ramp Transition back of walk (typ.)
Retaining Curb (Optional)
12"
(max.)
(min.)
T
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
Detectable Warning
On a radius hold 6" at the
corners of the truncated
dome warning.
2"
Retaining
Curb
(Optional)
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
ɕ
004 PRIVATE CURB & GUTTER
005 TRUNCATED DOME WARNING FOR ACCESS RAMPS
001 STANDARD DRIVEWAY APPROACH (HIGH VOLUME TYPE III)
002 VERTICAL CURB AND GUTTER (WITHIN ROW) 003 SIDEWALK DETAIL
006 ACCESS RAMP DETAILS 007 OUTFALL CURB AND GUTTER (WITHIN ROW)
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C500
DRAINAGE PLAN
PARKING LOT ALTERNATIVE
NOTES:
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED 2' WIDE CONCRETE CHASE
EXISTING
DRIVEWAY
LIMITS OF CONSTRUCTION
A
B2
1.45 ac
EDGE OF 3' WIDE EMERGENCY
ACCESS EASEMENT
RD
RD
RD
STORM SEWER A-3-1 PLAN & PROFILE
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
STORM SEWER A-3-1
STORM SEWER PROFILE
SCALE : 1" = 10' HORZ. 1" = 1' VERT.
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
STORM SEWER A-3
(SEE SHEET C404)
INLET BASIN (SEE SHEET C404)
EXISTING GROUND
FINISH GROUND
EXISTING GROUND
FINISH GROUND
STORM SEWER A-3
(SEE SHEET C404)
STORM SEWER A-3
(SEE SHEET C405)
INLET BASIN (SEE SHEET C404)
INLET BASIN (SEE SHEET C405)
EXISTING PROPERTY LINE
LIMITS OF CONSTRUCTION
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
PROPOSED 2' WIDE CURB CUT (SEE DETAIL)
CURB CUT (SEE DETAIL)
REVIEW SET
NOT FOR CONSTRUCTION
LEGEND:
ST
NOTES:
UD
C405
STORM SEWER A-3 & A-4 PLAN & PROFILES
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
STORM SEWER A-3
STORM SEWER PROFILE
SCALE : 1" = 10' HORZ. 1" = 1' VERT.
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
STORM SEWER A-3
(SEE SHEET C404)
EXISTING GROUND
FINISH GROUND
MATCH LINE SEE SHEET C404 STA 12+25
EXISTING GROUND
FINISH GROUND
STORM SEWER A
(SEE SHEET C403)
STORM SEWER A
(SEE SHEET C403)
DRAIN BASIN WITH SOLID
GRATE (SEE SHEET C403)
STORM SEWER A-4
STORM SEWER PROFILE
SCALE : 1" = 10' HORZ. 1" = 1' VERT.
LIMITS OF CONSTRUCTION
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED WALL (RE:
LANDSCAPE ARCHITECT)
REVIEW SET
NOT FOR CONSTRUCTION
LEGEND:
ST
NOTES:
UD
C404
STORM SEWER A-3 PLAN & PROFILE
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED WALL (RE:
PROPOSED WALL (RE: LANDSCAPE ARCHITECT)
LANDSCAPE ARCHITECT)
STORM SEWER A-3
STORM SEWER PROFILE
SCALE : 1" = 10' HORZ. 1" = 1' VERT.
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
STORM SEWER A
(SEE SHEET C403)
STORM SEWER A
(SEE SHEET C403)
DRAIN BASIN WITH SOLID
GRATE (SEE SHEET C403)
DRAIN BASIN WITH SOLID
GRATE (SEE SHEET C403)
STORM SEWER A
(SEE SHEET C403)
MATCH LINE SEE SHEET C405 STA 12+25
STORM SEWER A-3
(SEE SHEET C405)
STORM SEWER A-4
(SEE SHEET C405)
INLET BASIN (SEE SHEET C405)
EXISTING GROUND
FINISH GROUND
EXISTING GROUND
FINISH GROUND
STORM SEWER A-3-1
(SEE SHEET C406)
REVIEW SET
NOT FOR CONSTRUCTION
LEGEND:
ST
NOTES:
UD
C403
STORM SEWER A PLAN & PROFILE
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED WALL (RE:
PROPOSED 2' WIDE LANDSCAPE ARCHITECT)
CURB CUT (SEE DETAIL)
LEGEND:
ST
NOTES:
CONNECT TO EXISTING STORM
INLET A2 (CORE AND SEAL)
GRATE: 4973.85
N: 131401.84
E: 195858.20
PROPOSED INV IN: 4967.70 24" RCP
EX. INV IN: 4967.00 30" RCP
EX. INV OUT: 4967.00 30" RCP
PROPOSED WALL (RE:
LANDSCAPE ARCHITECT)
PROPOSED WALL (RE:
LANDSCAPE ARCHITECT)
STORM SEWER A
STORM SEWER PROFILE
SCALE : 1" = 10' HORZ. 1" = 1' VERT.
EXISTING STORM INLET
GRATE: 4973.30
EX. INV OUT: 4969.58 30" RCP
STORM SEWER A-3
(SEE SHEET C404)
FINISH GROUND
EXISTING GROUND
EXISTING GROUND
FINISH GROUND
STORM SEWER A-4
(SEE SHEET C405)
INLET BASIN (SEE SHEET C405)
UD
E PARK. FDP RESUBMITTAL 16 NOV 2015
C402
PERMEABLE PAVER SUBGRADE PLAN
PARKING LOT ALTERNATIVE
NOTES:
x
x
x
x
x
x
x
x
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED WALL
(RE: LANDSCAPE ARCHITECT)
EXISTING RIGHT-OF-WAY
PROPOSED WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
PROPOSED 2' WIDE
CURB CUT (SEE DETAIL)
UD
INSTALL DRAIN BASIN
WITH SOLID LID
INSTALL DRAIN BASIN
WITH SOLID LID
INSTALL INLET
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
PROPOSED RAIN GARDEN
DRAIN BASIN (SEE DETAIL)
TM
TYPICAL PAVER SECTION AT UNDERDRAIN
PERMEABLE PAVER OUTFALL
6" SLOTTED UNDERDRAIN
(SEE STORM SEWER PROFILES)
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
GRANULAR BEDDING
SUBGRADE
FINISHED GRADE
ELEVATION
SUBGRADE
ELEVATION
TM
EXTEND FABRIC
AND
GEOMEMBRANE
24"-36"
NOTE:
1. CONTRACTOR TO PROVIDE GEOFABRIC CLOAKING AROUND OUTLET PIPE IN ADDITION TO
GEOTEXTILE LINER.
SUB-BASE
COURSE
BASE COURSE
BEDDING COURSE
FILTRAPAVE PAVER
CONCRETE w/
EDGE RESTRAINT
HDPE OUTFALL PIPE
CDOT CLASS B
GEOTEXTILE
SEPARATOR
FABRIC
DISCHARGE BASIN
(SOLID LID)
PROPOSED 2' WIDE
PAVER EDGE RESTRAINT
(SEE DETAIL)
PROPOSED 2' WIDE
PAVER EDGE RESTRAINT
(SEE DETAIL)
PROPOSED 2' WIDE
PAVER EDGE RESTRAINT
(SEE DETAIL)
PROPOSED 2' WIDE
PAVER EDGE RESTRAINT
(SEE DETAIL)
PROPOSED 2'
WIDE PAVER
EDGE RESTRAINT
(SEE DETAIL)
PROPOSED 2'
WIDE PAVER
EDGE RESTRAINT
(SEE DETAIL)
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
A INTERSECTION OF SERVICE ACCESS AND WALNUT STREET
PROPOSED
STORM SEWER
PROPOSED
TRENCH DRAIN
MATCH GRADES INTO BOTTOM OF
EXISTING CONCRETE STEP. PRESERVE
& PROTECT EXISTING CONCRETE STEP.
PRESERVE & PROTECT EXISTING
STORM INLET AND MATCH FLOWLINE
GRADE INTO EXISTING INLET
RIM ELEV. = 4977.48
PROPOSED 2' WIDE
CONCRETE CHASE WITH
DECORATIVE GRATE (RE:
LANDSCAPE ARCHITECT)
9-FT TRANSITION FROM
6" CURB/GUTTER TO 0"
CURB/GUTTER
BEGIN 8-FT TRANSITION
FROM 6" CURB/GUTTER
TO 0" CURB/GUTTER
0" VERTICAL CURB
AT SOUTHEAST
SIDE OF EX. INLET
INSTALL RETAINING CURB AGAINST EXISTING BUILDING
(SEE DETAIL 100 ON SHEET C601). PRESERVE AND
PROTECT EXISTING BUILDING FOUNDATION.
END RETAINING CURB
MATCH INTO EXISTING SIDEWALK
AT NEAREST CONCRETE JOINT
BEGIN RETAINING CURB
20' WIDE DRIVEWAY
SEE DETAIL 100
ON SHEET C601
PROPOSED WALL (TYPICAL -
RE: LANDSCAPE ARCHITECT)
EDGE OF ACCESS &
UTILITY EASEMENT
LIMITS OF CONSTRUCTION
PROPERTY LINE
PRESERVE & PROTECT
EXISTING TREE & TREE GRATE
PROPOSED TRANSFORMER
PROPOSED CONCRETE HEADER
(RE: LANDSCAPE ARCHITECT)
PROPOSED GENERATOR (RE: MEP)
PRESERVE & PROTECT
EXISTING SWITCH GEAR
EXISTING PROPERTY LINE
LIMITS OF CONSTRUCTION PROPOSED VERTICAL CURB AROUND
EXISTING TRANSFORMER PAD. MATCH TOP
BACK OF CURB INTO EXISTING TOP OF PAD.
PROPOSED CONCRETE HEADER
(RE: LANDSCAPE ARCHITECT)
PROPOSED 6" CONCRETE
STEP (RE: ARCHITECT)
B INTERSECTION OF SERVICE ACCESS AND OLD FIREHOUSE ALLEY
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TRANSFRORMER
SHAPE CURB AROUND EXISTING
LIGHT POLE. PRESERVE AND
PROTECT EXISTING LIGHT POLE
EDGE OF ACCESS &
UTILITY EASEMENT
APPROXIMATE LOCATION OF DIVIDE
BETWEEN UPPER AND LOWER FINISH
FLOOR ELEVATIONS (RE: ARCHITECT)
PRESERVE & PROTECT
EXISTING FENCE
MATCH INTO PROPOSED
LOADING DOCK (RE: ARCHITECT)
PROPOSED STORM SEWER
(SEE SHEET C300)
RD
10" RCP ROOF DRAIN AT INVERT
ELEVATION 4972.76. SEE ARCHITECTURAL
DRAWINGS FOR CONTINUATION.
UD
LEGEND:
C
RD
T
NOTES:
MATCH INTO EXISTING
MATCH INTO
EXISTING FLOWLINE
MATCH INTO
EXISTING FLOWLINE
MATCH INTO
EXISTING INLET
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED VERTICAL
CURB AND GUTTER
PROPOSED VERTICAL
CURB AND GUTTER
MATCH INTO
EXISTING INLET
MATCH INTO
EXISTING FLOWLINE
PROPOSED VERTICAL
CURB AND GUTTER
MATCH INTO EXISTING
MATCH INTO EXISTING
JEFFERSON STREET
CHESTNUT STREET
C INTERSECTION OF CHESTNUT AND JEFFERSON STREETS
PROPOSED OUTFALL
CURB AND GUTTER
T
T
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C400
GRADING PLAN
PARKING LOT ALTERNATIVE
NOTES:
APPROXIMATE LOCATION OF DIVIDE
BETWEEN UPPER AND LOWER FINISH
FLOOR ELEVATIONS (RE: ARCHITECT)
EXISTING STORM SEWER INLET
RIM = 4975.42
INV OUT = 4973.46 (12" RCP)
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED STORM SEWER
(SEE SHEET C300)
CONNECT TO EXISTING STORM
MANHOLE (SEE SHEET C300)
EXISTING
DRIVEWAY
LIMITS OF CONSTRUCTION
EXISTING AT-GRADE
CONCRETE PAD
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED
TRENCH DRAIN
EDGE OF ACCESS, UTILITY,
& DRAINAGE EASEMENT
EXISTING
RIGHT-OF-WAY
PROPOSED
TRENCH DRAIN
EXISTING PROPERTY LINE
PRESERVE & PROTECT
EXISTING TREE (TYP.)
PROPOSED STORM SEWER
MANHOLE (SEE SHEET C300
FOR DETAILS)
PROPOSED SANITARY
SEWER MANHOLE (SEE
SHEET C300 FOR DETAILS)
PROPOSED PLANTER BOXES
(RE: LANDSCAPE ARCHITECT)
MATCH INTO EXISTING
TOP BACK OF CURB
MATCH INTO EXISTING
TOP BACK OF CURB
MATCH INTO EXISTING
TOP BACK OF CURB
MATCH INTO EXISTING
MATCH TOP BACK OF CURB
INTO EXISTING SIDEWALK
EXISTING TRANSFORMER
PROPOSED CURB AROUND
TRANSFORMER PADS
PROPOSED TRANSFORMER
PROPOSED GENERATOR (RE: MEP)
PROPOSED LANDSCAPING BEDS
(RE: LANDSCAPE ARCHITECT)
C UD
STORM SEWER A-3
(SEE SHEET C405)
STORM SEWER A-4
(SEE SHEET C405)
MATCH INTO
EXISTING
MATCH INTO
EXISTING
MATCH INTO
EXISTING
PROPOSED 30" OUTFALL CURB
AND CUTTER (SEE DETAIL)
10" RCP ROOF DRAIN AT INVERT
ELEVATION 4971.00. SEE ARCHITECTURAL
DRAWINGS FOR CONTINUATION.
RD
RD
10" RCP ROOF DRAIN AT INVERT
ELEVATION 4972.76. SEE ARCHITECTURAL
DRAWINGS FOR CONTINUATION.
PROPOSED STORM SEWER
(SEE SHEET C300)
PRESERVE & PROTECT
EXISTING CONCRETE
STEPS AND PATIO
EDGE OF 3' WIDE EMERGENCY
ACCESS EASEMENT
LEGEND:
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
R
REVIEW SET
NOT FOR CONSTRUCTION
C
RD
T
T
T
INSTALL 13' WIDE
CURB CUT AT WALK
T
REPLACE EXISTING CURB &
GUTTER AT MIN. FLOWLINE OF 0.5%
AND VARIABLE CURB HEIGHT
0.5% 0.5% 0.5%
C
C C
C C
C
C
T
T
T
T T
T T
T T
T
T
T T
T
T
T
T
TRANSITION FROM
6" TO 0" CURB
T
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C300
UTILITY PLAN
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
CONNECT TO EX. TELEPHONE PER UTILITY
COMPANY'S STANDARDS & REGULATIONS
CONNECT TO
EXISTING GAS
EXISTING 42"
STORM SEWER
PROPOSED 3" WATER
METER AND VAULT
PROPOSED SANITARY
SEWER MANHOLE
RIM = 4975.88
INV SW = 4969.28 (8" PVC)
EX. INV NW = 4969.08 (8" PVC)
EX. INV NE = 4969.08 (8" PVC)
E
G
SS
W
F
T
CTV
SS
W
VAULT
ELEC
H
Y
D
CONTROL
IRR
FO
G
T
ST
E
NOTES:
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED TRENCH
DRAIN (SEE DETAIL)
PRESERVE & PROTECT EXISTING
STORM INLET
RIM ELEV. = 4977.48
OUTLET PIPE GOES STRAIGHT DOWN
CTV
66.82 LF OF 10" HDPE
STORM SEWER @ 1.0%
CONNECT TO
EXISTING MH @
INVERT ELEV.
4971.71
PROPOSED TRENCH
DRAIN (SEE DETAIL)
EXISTING
DRIVEWAY
LIMITS OF CONSTRUCTION
EDGE OF ACCESS, UTILITY,
AND DRAINAGE EASEMENT
EXISTING AT-GRADE
CONCRETE PAD
DRY UTILITY NOTES
INSTALL 8" PVC SANITARY SEWER
SERVICE AT MINIMUM 2%. SEE
PLUMBING PLANS FOR CONTINUATION
EXISTING 36"
STORM SEWER
EXISTING 12" STORM SEWER
EXISTING 30" STORM SEWER
EX. STORM SEWER MH
RIM=4973.53
INV NW=4966.10 (30" RCP)
INV NE=4963.82 (36" RCP)
INV SE=4966.39 (12" RCP)
INV SW=4963.95 (36" RCP)
EXISTING 12" STORM SEWER
EXISTING STORM INLET
RIM=4972.52
INV W=4969.23 (12" RCP)
EXISTING STORM INLET
RIM=4972.40
INV NW=4967.58 (12" RCP)
INV E=4968.65 (12" RCP)
EXISTING STORM INLET
RIM=4973.85
INV SE=4967.00 (30" RCP)
EXISTING 30"
STORM SEWER
EXISTING STORM INLET
RIM=4973.30
INV S=4969.58 (30" RCP)
EX. SANITARY SEWER MH
RIM=4975.28
INV NW=4968.28 (8" PVC)
INV E=4968.55 (8" PVC)
INV SW=4968.18 (8" PVC)
EX. SANITARY SEWER MH
RIM=4977.73
INV NE=4970.08 (2-4" PVC)
INV SE=4969.75 (8" PVC)
EX. SANITARY SEWER MH
RIM=4978.82
INV SE=4973.42 (4" PVC)
INV SE=4972.37 (8" PVC)
INV S=4972.49 (8" PVC)
INV W=4971.87 (8" PVC)
PROPOSED STORM SEWER
MANHOLE
RIM = 4975.45
PRPSD. INV NW = 4969.26 (10" RCP)
EX. INV SW = 4965.99 (36" RCP)
EX. INV NE = 4965.99 (36" RCP)
5
6
8
7
9
10
KEY NOTES:
1
10" HDE ROOF DRAIN AT INVERT
ELEVATION 4971.00. SEE ARCHITECTURAL
DRAWINGS FOR CONTINUATION.
PRESERVE & PROTECT
EXISTING TREE (TYP.)
1
2
1
3
3
4
INSTALL THREE (3) 4" PVC CONDUITS
FOR FUTURE ELECTRICAL, CABLE, &
TELECOMMUNICATION SERVICES
352326('+25,=217$/
BEND WITH THRUST BLOCK
,167$// %(1'
WITH THRUST BLOCK
2
3
4
5
6
7
EXISTING TRANSFORMER
AND SWITCHING GEAR
INSTALL 3" WATER SERVICE.
SEE PLUMBING PLANS FOR
CONTINUATION
INSTALL 6" FIRE SERVICE.
SEE PLUMBING PLANS
FOR CONTINUATION
PROPOSED GREASE TRAP. SEE APPROVED
MECHANICAL/PLUMBING DRAWINGS FOR
PROPOSED SANITARY SEWER INLET AND
DISCHARGE PIPES ROUTINGS.
INSTALL TELECOMMUNICATION
SERVICE (RE: ELECTRICAL PLANS)
PROPOSED
TRANSFORMER
PROPOSED
GENERATOR (RE: MEP)
12
13
BUILDING COLUMN
(TYP. - RE: ARCHITECT)
8
9
10
12
13
PROPOSED DOWNTOWN HOTEL
PROPOSED
PARKING LOT
CONNECT TO EX. ELECTRIC MAIN PER FORT
COLLINS STANDARDS & REGULATIONS
RELOCATED TELECOMMUNICATIONS
AND CABLE PEDESTALS IN PROPOSED
PLANTING AREA.
RD
RD
43.35 LF OF 10" HDPE
ROOF DRAIN @ 1.0%
10" HDPE ROOF DRAIN AT INVERT
ELEVATION 4972.76. SEE ARCHITECTURAL
DRAWINGS FOR CONTINUATION.
+'3( %(1'$7
INVERT ELEV 4972.66
10"x10"x10" TEE AT
INVERT ELEV 4972.34
18"x18"x10" TEE AT
INVERT ELEV 4970.80
23.00 LF OF 10" HDPE
STORM SEWER @ 1.0%
PROPOSED BOLLARDS
PRESERVE & PROTECT
EXISTING CONCRETE
STEPS AND PATIO
EDGE OF 3' WIDE EMERGENCY
ACCESS EASEMENT
COORDINATE
WITH CITY (SEE
NOTE 14).
PROPOSED STORM SEWER
MANHOLE
RIM = 4975.45
PRPSD. INV NW = 4972.15 (12" RCP)
EX. INV SW = 4967.30 (36" RCP)
EX. INV NE = 4967.30 (36" RCP)
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C202
CHESTNUT STREET CROSS-SECTIONS
PARKING LOT ALTERNATIVE
NOTES:
REVIEW SET
NOT FOR CONSTRUCTION
PROPOSED WALLS (RE:
LANDSCAPE ARCHITECT)
REVIEW SET
NOT FOR CONSTRUCTION
LIMITS OF CONSTRUCTION
EXISTING TREE (TYP.)
PROPOSED PLANTERS (TYP. -
RE: LANDSCAPE ARCHITECT)
PROPOSED SEAT WALL (TYP. -
RE: LANDSCAPE ARCHITECT)
EXISTING
RIGHT-OF-WAY
EXISTING
TRAFFIC LIGHT
PROPOSED HANDICAP
RAMP WITH TRUNCATED
DOMES (TYP.)
PROPOSED PLANTER BOXES
EXISTING RIGHT-OF-WAY (RE: LANDSCAPE ARCHITECT)
RD
RD T
T
T
T
PROPOSED VERTICAL CURB AND GUTTER
WITH VARIABLE CURB HEIGHT
PRESERVE & PROTECT
EXISTING TREES (TYP.)
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
10
B INTERSECTION OF JEFFERSON & CHESTNUT
5'
8.56'
2
1
1
1
2
4
3
2
11' WIDE EX.
SOUTHEAST
BOUND
TRAVEL LANE
11' WIDE EX.
SOUTHEAST
BOUND
TRAVEL LANE
EXISTING
DRIVEWAY
11' WIDE EX.
SOUTHEAST
BOUND
TRAVEL LANE
11' WIDE EX.
SOUTHEAST
BOUND
TRAVEL LANE
PROPOSED OUTFALL
CURB AND GUTTER
3' FL RADIUS
3' FL RADIUS
40' FL RADIUS
6.5' FL RADIUS PROPOSED
VERTICAL CURB
5' FL RADIUS
25' FL RADIUS
5' FL RADIUS
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
PRESERVE AND PROTECT
EXISTING INLET
MATCH VERTICAL CURB AND GUTTER
INTO EXISTING CURB AND DRIVEWAY
MATCH INTO EXISTING SIDEWALK AT
NEAREST CONCRETE JOINT (SEE NOTE 16)
PROPOSED VERTICAL
CURB & GUTTER
23' FL RADIUS
5' FL RADIUS
PROPOSED VERTICAL
CURB AND GUTER
PROPOSED VERTICAL
CURB AND GUTER
MATCH INTO
EXISTING
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
PRESERVE AND PROTECT
EXISTING INLET
A RIGHT TURN LANES AT INTERSECTION OF MOUNTAIN, WALNUT & CHESTNUT
4
4
4
5
5
6
6
7
8
8
9
12
12
10
EXISTING TREE (TYP.)
89' FL RADIUS
5' FL RADIUS
20' FL
RADIUS
5' FL RADIUS
5' FL RADIUS
50' FL RADIUS
EXISTING
TRAFFIC LIGHT
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
EXISTING CROSSWALK (TYP.)
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
PROPOSED HANDICAP RAMP
WITH TRUNCATED DOMES (TYP.)
PROPOSED HANDICAP
RAMP WITH TRUNCATED
DOMES (TYP.)
PROPOSED PLANTERS (TYP. -
RE: LANDSCAPE ARCHITECT)
PROPOSED SEAT WALL (TYP. -
RE: LANDSCAPE ARCHITECT)
5' FL RADIUS
20' FL RADIUS
15' FL RADIUS
MATCH INTO EXISTING
AT NEAREST CONCRETE
JOINT (SEE NOTE 16)
MATCH INTO EXISTING
AT NEAREST CONCRETE
JOINT (SEE NOTE 16)
MATCH INTO EXISTING CURB
AND GUTTER AT NEAREST
CONCRETE JOINT (SEE NOTE 16)
MATCH INTO EXISTING CURB
AND GUTTER AT NEAREST
CONCRETE JOINT (SEE NOTE 16)
MATCH HANDICAP RAMP INTO
FLOWLINE OF EXISTING GUTTER
SAWCUT GUTTER AND
MATCH INTO EXISTING
FLOWLINE AND TOP
BACK OF CURB
MATCH INTO EXISTING CURB
AND GUTTER AT NEAREST
CONCRETE JOINT (SEE NOTE 16)
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TREE
30' FL RADIUS
74' FL RADIUS
130.5' FL RADIUS
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED OUTFALL
CURB & GUTTER
PROPOSED OUTFALL
CURB & GUTTER
PROPOSED VERTICAL CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED 2' WIDE CONCRETE
CHASE WITH DECORATIVE GRATE
(RE: LANDSCAPE ARCHITECT)
PROPOSED 3' WIDE
CONCRETE CHASE
PROPOSED 2' WIDE
CONCRETE CHASE
7
5.25' FL RADIUS
5' FL RADIUS
5' FL RADIUS
PRESERVE AND PROTECT
EXISTING INLET
PRESERVE AND PROTECT
EXISTING INLET
PROPOSED PLANTER CURB (TYP.
- RE: LANDSCAPE ARCHITECT)
PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT)
PROPOSED WALL (RE:
LANDSCAPE ARCHITECT)
PROPOSED WALL (RE:
LANDSCAPE ARCHITECT)
PROPOSED PLANTER CURB
(RE: LANDSCAPE ARCHITECT)
EXISTING RIGHT OF WAY
PRESERVE AND PROTECT
EXISTING INLET
MOUNTAIN AVENUE
PROPOSED 30" OUTFALL CURB
AND CUTTER (SEE DETAIL)
13
STRIPING AND SIGNAGE LEGEND:
1
2
3
4
7
10
5
6
8
9
11
12
13 LEGEND:
T
T
C
RD
T
NOTES:
FIELD SURVEY BY:
REVIEW SET
NOT FOR CONSTRUCTION
14
15
15
15
40' FL RADIUS
T
T
113.5' FL RADIUS
3.5' FL RADIUS
5' FL RADIUS
TRANSITION FROM
6" TO 0" CURB
T
PRESERVE & PROTECT
EXISTING TREES
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C200
HORIZONTAL CONTROL PLAN
PARKING LOT ALTERNATIVE
NOTES:
REVIEW SET
NOT FOR CONSTRUCTION
MOUNTAIN AVENUE
PROPOSED
DOWNTOWN HOTEL
PROPOSED PARKING
15' FL RADIUS
5' FL RADIUS 5' FL RADIUS
5' FL RADIUS
EXISTING
DRIVEWAY
PROPOSED WALLS (RE:
LANDSCAPE ARCHITECT)
PROPOSED WALLS (RE:
LANDSCAPE ARCHITECT)
1
2
1
2
1
1
1 1
1
1
1
1
1
1
1
1
7
11
REVIEW SET
NOT FOR CONSTRUCTION
LIMITS OF CONSTRUCTION
EXISTING AT-GRADE
CONCRETE PAD
1
1
3
PROPOSED TRANSFORMER
EXISTING RIGHT-OF-WAY
PROPOSED LANDSCAPING BEDS
(RE: LANDSCAPE ARCHITECT)
PROPOSED PLANTER BOXES
(RE: LANDSCAPE ARCHITECT)
PROPOSED TREE GRATE (TYP.
- RE: LANDSCAPE ARCHITECT)
PROPOSED GENERATOR (RE: MEP)
PROPOSED HYDRANT
EXISTING TREE (TYP.)
7' FL RADIUS
30' FL
RADIUS
5' FL RADIUS
20' FL RADIUS
15' FL RADIUS
20' FL RADIUS
95' FL RADIUS
30' FL RADIUS
5' FL RADIUS
EXISTING RIGHT-OF-WAY
PROPOSED PLANTERS (TYP. -
RE: LANDSCAPE ARCHITECT)
PROPOSED SEAT WALL (TYP. -
RE: LANDSCAPE ARCHITECT)
15' FL RADIUS
15' FL RADIUS
PROPOSED BUILDING COLUMN
(TYP. - RE: ARCHITECT)
EXISTING PROPERTY LINE
EXISTING TRANSFORMER
EXISTING PROPERTY LINE
EDGE OF ACCESS, UTILITY,
& DRAINAGE EASEMENT
EXISTING
RIGHT-OF-WAY
EXISTING
TRAFFIC LIGHT
PROPOSED HANDICAP
RAMP WITH TRUNCATED
DOMES (TYP.)
STRIPING AND SIGNAGE LEGEND:
1
2
3
4
7
10
MATCH INTO EXISTING SIDEWALK AT
NEAREST CONCRETE JOINT (SEE NOTE 16)
MATCH INTO BOTTOM
OF EXISTING STEP
MATCH INTO EXISTING AT NEAREST
CONCRETE JOINT (SEE NOTE 16)
5
6
8
9
11
12
PROPOSED PLANTER CURB (TYP.
- RE: LANDSCAPE ARCHITECT)
PROPOSED PLANTER BOXES
(RE: LANDSCAPE ARCHITECT)
PROPOSED PLANTER BOXES
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
PROPOSED RETAINING WALL
(RE: LANDSCAPE ARCHITECT)
EXISTING RIGHT-OF-WAY
C
C C
C C
C
C
RD
RD
RD
PROPOSED BOLLARDS
PRESERVE & PROTECT
EXISTING CONCRETE
STEPS AND PATIO
13
13
10' WIDE STANDARD
DRIVEWAY SEE DETAIL
100 ON SHEET C601
24' HIGH-VOL.
DRIVEWAY. SEE
DETAIL 001 ON
SHEET C600
C
T
T
T
T T
T T
T T
T T
T T
T
T
INSTALL 13' WIDE
CURB CUT AT WALK
T
9
C
T T
T
14
14
1
15
3
1
PROPOSED VERTICAL CURB AND GUTTER
WITH VARIABLE CURB HEIGHT
PRESERVE & PROTECT
EXISTING TREES (TYP.)
PROPOSED PLANTER BOXES
(RE: LANDSCAPE ARCHITECT)
RAISED PATIO (RE: ARCHITECT)
CONCRETE STEP
(RE: ARCHITECT)
W
VAULT
ELEC
H
Y
D
CONTROL
IRR
FO
G
T
ST
E
CTV
ST
T
E
OHE OHE
G
W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / SS / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/
FIELD SURVEY BY:
MOUNTAIN
AVENUE
PRESERVE & PROTECT
EXISTING TRANSFORMER AND
ELECTRICAL SWITCH GEAR
EXISTING RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
NOTES:
REMOVE EXISTING GAS METER & SERVICE
PER UTILITY COMPANY'S SPECIFICATIONS
REMOVE AND PLUG WATER SERVICE
BACK TO THE MAIN PER CITY OF FORT
COLLINS SPECIFICATIONS (SEE NOTE 11).
REMOVE ELECTRIC SERVICE PER CITY
OF FORT COLLINS SPECIFICATIONS
REMOVE CABLE SERVICE AND PEDESTAL
PER UTILITY COMPANY'S SPECIFICATIONS
REMOVE GAS METER PER UTILITY
COMPANY'S SPECIFICATIONS
REMOVE TELEPHONE SERVICE AND PEDESTAL
PER UTILITY COMPANY'S SPECIFICATIONS
REMOVE GAS SERVICE PER UTILITY
COMPANY'S SPECIFICATIONS
REMOVE TRANSFORMER PER CITY
OF FORT COLLINS SPECIFICATIONS
REMOVE ELECTRIC METER, BREAKER,
TRANSFORMER, AND ELECTRIC SERVICES
PER CITY OF FORT COLLINS SPECIFICATIONS
REMOVE AND PLUG WATER
SERVICE BACK TO THE MAIN
PER CITY OF FORT COLLINS
SPECIFICATIONS (SEE NOTE 11).
REMOVE CURB STOP (TYP.)
REMOVE STORM SEWER INLET
REMOVE STORM
SEWER INLET
REMOVE EX. 12"
STORM SEWER
PRESERVE & PROTECT
EXISTING TREE
EXISTING PROPERTY LINE
REMOVE STORM
SEWER INLET
REMOVE EXISTING
STORM SEWER
PRESERVE & PROTECT EXISTING STORM INLET
RIM ELEV. = 4977.48
OUTLET PIPE GOES STRAIGHT DOWN
REMOVE BOLLARD (TYP.)
REMOVE LIGHT
POLE (TYP.)
REMOVE SIGN (TYP.)
REMOVE EXISTING WALL
REMOVE EXISITNG
12" STORM SEWER
REMOVE EXISTING
12" STORM SEWER
REMOVE EXISTING FOUNTAIN
REMOVE TREES (TYP.)
PRESERVE & PROTECT
EXISTING TREES
PRESERVE & PROTECT
EXISTING TREES
PRESERVE & PROTECT
EXISTING TREE
RELOCATE EXISTING ELECTRIC
VAULT PER UTILITY COMPANY'S
STANDARDS & REGULATIONS
RELOCATE
EX. MAILBOX
RELOCATE IRRIGATION METER, VAULT,
VALVES, & CONTROLS PER LANDSCAPING
PLAN (RE: LANDSCAPE ARCHITECT)
REMOVE GAS METER & SERVICE PER
UTILITY COMPANY'S SPECIFICATIONS
REMOVE EXISTING WALL
REMOVE PLANTER BOX (TYP)
REMOVE PLANTER
BOX & TREE (TYP)
REMOVE EXISTING ROOF DRAIN (TYP.)
PLUG AT MANHOLE AND
REMOVE SANITARY SERVICE
REMOVE POLE, BOLLARDS, & PEDESTALS
REMOVE POLE
RELOCATE TELECOMMUNICATIONS & CABLE PEDESTALS
PER UTILITY COMPANY'S STANDARDS AND REGULATIONS
REMOVE ASPHALT PARKING LOT
REMOVE EXISTING ASPHALT
EXISTING
DRIVEWAY
SAWCUT AND REMOVE EXISTING
ASPHALT AND CONCRETE
EXISTING 36"
STORM SEWER
PRESERVE & PROTECT
EXISTING 12" STORM SEWER
PRESERVE & PROTECT
EXISTING 30" STORM SEWER
PRESERVE & PROTECT
EX. STORM SEWER MH
RIM=4973.53
INV NW=4966.10 (30" RCP)
INV NE=4963.82 (36" RCP)
INV SE=4966.39 (12" RCP)
INV SW=4963.95 (36" RCP)
PRESERVE & PROTECT
EXISTING 12" STORM SEWER
PRESERVE & PROTECT
EXISTING STORM INLET
RIM=4972.52
INV W=4969.23 (12" RCP)
PRESERVE & PROTECT
EXISTING STORM INLET
RIM=4972.40
INV NW=4967.58 (12" RCP)
INV E=4968.65 (12" RCP)
PRESERVE & PROTECT
EXISTING STORM INLET
RIM=4973.85
INV SE=4967.00 (30" RCP)
EXISTING 30"
STORM SEWER
PRESERVE & PROTECT
EXISTING STORM INLET
RIM=4973.30
INV S=4969.58 (30" RCP)
EX. SANITARY SEWER MH
RIM=4975.28
INV NW=4968.28 (8" PVC)
INV E=4968.55 (8" PVC)
INV SW=4968.18 (8" PVC)
EX. SANITARY SEWER MH
RIM=4977.73
INV NE=4970.08 (2-4" PVC)
INV SE=4969.75 (8" PVC)
PRESERVE & PROTECT
EX. SANITARY SEWER MH
RIM=4978.82
INV SE=4973.42 (4" PVC)
INV SE=4972.37 (8" PVC)
INV S=4972.49 (8" PVC)
INV W=4971.87 (8" PVC)
1
KEY NOTES:
1
2
3
4
5
1
2
2
3
3
1
2
4
5
6
6
8
7
9
9
10
10
11
11
12
12
REMOVE HANDICAP PARKING
STALL MARKINGS (TYP.)
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
R
2 2
2
PRESERVE & PROTECT
EXISTING SIGN (TYP.)
PRESERVE & PROTECT
EXISTING LIGHT (TYP.)
EXISTING AT-GRADE
CONCRETE PAD
LIMITS OF CONSTRUCTION
7
8
REMOVE STOP SIGN
PRESERVE & PROTECT
EXISTING TREE & TREE GRATE
PRESERVE & PROTECT
EXISTING CONCRETE STEP
REMOVE ASPHALT PARKING LOT
REMOVE
EXISTING
ASPHALT
SAWCUT AT NEAREST
JOINT (SEE NOTE 3)
SAWCUT AT NEAREST
JOINT (SEE NOTE 3)
SAWCUT AT NEAREST
JOINT (SEE NOTE 3)
SAWCUT AT NEAREST
JOINT (SEE NOTE 3)
SAWCUT AT NEAREST
JOINT (SEE NOTE 3)
REMOVE AND PLUG WATER
SERVICE BACK TO THE MAIN
PER CITY OF FORT COLLINS
SPECIFICATIONS (SEE NOTE 11).
REMOVE EXISTING
ASPHALT
REMOVE EXISTING CURB STOP
REVIEW SET
NOT FOR CONSTRUCTION
12
PRESERVE & PROTECT
EXISTING CONCRETE
STEPS AND PATIO
APPROXIMATE LOCATION
OF STORM SEWER
COORDINATE
WITH CITY (SEE
NOTE 12).
REMOVE VERTICAL CURB
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of
Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Walnut-Chestnut Subdivision dated November 16, 2015 by Northern Engineering
Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of
Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
On the top of curb at the signal pole base at the Northwest corner of Linden Street and Jefferson Street
Elevation= 4978.05
BENCHMARK #2:
City of Fort Collins Benchmark 3-00
On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast corner of Lincoln
Avenue and Willow Street.
Elevation= 4967.33
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used
NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'
BASIS OF BEARINGS:
The Basis of Bearings is the Northeasterly line of Lots 1, 3, 5, 7 and 9 of Block 12, City of Fort Collins as
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41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
- None
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for Walnut-Chestnut Subdivision dated November 16, 2015 by Northern Engineering
Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains and fire services shall be AWWA C-900 PVC. Water services shall be Type K copper.
4. Tracer wire shall be installed with PVC pipe, and it shall extend up the curb stop. The curb stop shall be covered with a metal box and
tracer wire test lid per City Water Detail 25.
5. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
t: 970.568.5415 f: 970.221.4159
t: 970.484.8855
A PDP SUBMITTAL 24 JUNE 2015
B PDP RESUBMITTAL 22 JULY 2015
WALNUT ST & CHESTNUT ST
FORT COLLINS, CO 80524
WALNUT-CHESTNUT
SUBDIVISION
C GARAGE PDP SUBMITTAL 2 SEPT 2015
D PARK. LOT FDP SUBMITTAL 23 SEPT 2015
E PARK. FDP RESUBMITTAL 16 NOV 2015
C000
COVER SHEET
PARKING LOT ALTERNATIVE
REVIEW SET
NOT FOR CONSTRUCTION
REVIEW SET
NOT FOR CONSTRUCTION
NOVEMBER 2015
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 5-00
On the top of curb at the signal pole base at the Northwest corner of Linden Street and
Jefferson Street
Elevation= 4978.05
BENCHMARK #2:
City of Fort Collins Benchmark 3-00
On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast
corner of Lincoln Avenue and Willow Street.
Elevation= 4967.33
PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the Northeasterly line of Lots 1, 3, 5, 7 and 9 of Block 12, City of
Fort Collins as bearing South
East (assumed bearing) as monumented on the
Walnut-Chestnut Subdivision Plat.
Northern Engineering Services, Inc
NE Project No. 947-002
Date: December 2014
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C200 HORIZONTAL CONTROL PLAN
C201 ROADWAY DETAILS
C202 CHESTNUT STREET CROSS-SECTIONS
C300 UTILITY PLAN
C400 GRADING PLAN
C401 GRADING DETAILS
C402 PERMEABLE PAVER SUBGRADE PLAN
C403 - C406 STORM SEWER PLAN AND PROFILES
C500 DRAINAGE PLAN
C600 - C604 CONSTRUCTION DETAILS
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-- Coy Althoff (970) 224-6150
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192
WASTEWATER--City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192
STORMWATER- City of Fort Collins Utilities----------- Dan Mogen (970) 224-6192
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates provided by SiteWise are based upon the best available information at the
time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors
and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location
of all utilities prior to construction, and notify the Engineer of any discrepancies found.
4240 Architecture, Inc.
3507 Ringsby Court, Suite 117
Denver, Colorado 80216
(303) 292-3388
Bohemian Companies
262 East Mountain Avenue
Fort Collins, Colorado 80524
(970) 490-2626
Russell + Mills Studios
141 South College Avenue
Fort Collins, Colorado 80524
(970) 484-8855
N O R T H E RN
N O R T H E RN
McWhinney
2725 Rocky Mountain Avenue, Suite 200
Loveland, Colorado 80538
(970) 962-9990
Sage Hospitality
1575 Welton Street, Suite 300
Denver, Colorado 80202
(303) 595-7200
4240 Architecture Inc.