HomeMy WebLinkAboutBEEBE CHRISTIAN SCHOOL - FDP - FDP170011 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (3)JOSEPH ALLEN DR.
SCHOOL/CHURCH
NANCY GRAY AVE.
S. TIMBERLINE RD.
GRADING PLAN
C-2.0
7 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
GRADING NOTES
LEGEND
JOSEPH ALLEN DR.
SCHOOL/CHURCH
NANCY GRAY AVE.
S. TIMBERLINE RD.
BASIN 2
1.859 AC
BASIN 1
0.856 AC
BASIN OS7
1.240 AC
POLICE STATION BASIN
0.88 AC
TOTAL BASIN AREA
DRAINING TO POND
5.44 AC
DRAINAGE
PLAN
C-2.1
8 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
WATER QUALITY TREATMENT LEGEND
Minimum 8" Thick Layer of
CDOT No. 4 Aggregate
Minimum 4" Perforated
JOSEPH
ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
D
D
D
SCHOOL/CHURCH
UTILITY AND
PAVEMENT
PLAN
C-3.0
9 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
LEGEND
Know what'sbelow.
Call before you dig.
R
ADDITIONAL NOTES:
GENERAL UTILITY NOTES WATER NOTES SANITARY SEWER NOTES
STREET & SW
DETAIL SHEET
C-4.0
10 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
WATER AND
SEWER DETAIL
SHEET
C-4.1
11 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
DRAINAGE
DETAIL SHEET
C-4.2
12 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
SEAL
DATE
PREPARED FOR
ENGINEERING R IDGE & CONSULTING T OP
5255 Ronald Reagan Blvd.,
Ste. 210
Johnstown, CO 80534
T (303) 322-6480
W ridgetopeng.com
CITY COMMENTS 11/28/2016
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEEBE CHRISTIAN
SCHOOL AND
SEVENTH DAY
ADVENTIST CHURCH
361 71ST AVE.
GREELEY , CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA/RSB
12
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
01/11/2017
LOGO
CITY COMMENTS 01/03/2017
PVC Pipe (Optional
Depending on Underlying
Soil Conditions)
12" Ponding Depth
Minimum 12" Thick Layer
of Bioretention Sand Media
(see Bioretention Sand
Media Specification below)
Minimum 6" Thick Layer of
Pea Gravel Diaphragm
Parking/Building
Water Surface
Minimum CDOT
No. 4 Aggregate
Above and Below
PVC Pipe
Undisturbed Soil
CONNECT UNDERDRAIN
TO OUTLET STRUCTURE
POND BASIN
0.608 AC