HomeMy WebLinkAboutBEEBE CHRISTIAN SCHOOL - PDP - PDP160022 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUTILITY PLANS FOR BEBEE
CHRISTIAN SCHOOL DRAWING INDEX
SUPPLEMENTAL GENERAL NOTES
PROJECT CONTACTS:
LEGAL DESCRIPTION
VICINITY MAP
BUILDING DATA
SITE DATA
Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
E. DRAKE RD.
JOSEPH ALLEN DR.
S TIMBERLINE RD
COVER SHEET
CV-1.0
1
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GENERAL NOTES (AS ADOPTED FROM LARIMER COUNTY URBAN AREA STEET APPENDIX E)
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
INITIAL
EROSION
CONTROL
ER-1.0
2 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
ACREAGE SUMMARY (IN ACRES)
SEEDING NOTE:
LEGEND
EROSION DETAILS
PROPOSED
SCHOOL
±17,942
FFE = 4949
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
INTERIM
EROSION
CONTROL PLAN
ER-1.1
3 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
LEGEND
ACREAGE SUMMARY (IN ACRES)
SEEDING NOTE:
EROSION DETAILS
PROPOSED
SCHOOL
±17,942
FFE = 4949
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
FINAL EROSION
CONTROL PLAN
ER-1.2
4 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
LEGEND
ACREAGE SUMMARY (IN ACRES)
SEEDING NOTE:
EROSION DETAILS
EROSION
NOTES
ER-2.0
5
Hard Surface
or Public Road
PIT EXCAVATED MATERIAL
CONTAINMENT BERM FROM
CONCRETE TRUCKS
WASHOUT HERE
ALL
EROSION CONTROL NOTES
Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
9
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/5/2016
PROPOSED
SCHOOL
±17,942
FFE = 4949
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
GRADING PLAN
C-2.0
6 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
GRADING NOTES
LEGEND
PROPOSED
SCHOOL
±17,942
FFE = 4949
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
SUBBASIN 1.0
AREA = 2.294 AC
SUBBASIN 2.0
AREA = 1.030 AC
DRAINAGE
PLAN
C-2.1
7 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
WATER QUALITY TREATMENT LEGEND
Minimum 8" Thick Layer of
CDOT No. 4 Aggregate
Minimum 4" Perforated
PVC Pipe (Optional
Depending on Underlying
Soil Conditions)
12" Ponding Depth
Minimum 12" Thick Layer
of Bioretention Sand Media
(see Bioretention Sand
PROPOSED
SCHOOL
±17,942
FFE = 4949
JOSEPH ALLEN DR.
S. TIMBERLINE RD.
NANCY GRAY AVE.
D
D
FUTURE
EXPANSION
UTILITY AND
PAVEMENT
PLAN
C-3.0
8 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
LEGEND
GENERAL UTILITY NOTES
WATER NOTES
SANITARY SEWER NOTES
Know what'sbelow.
Call before you dig.
R
STREET & SW
DETAIL SHEET
C-4.0
9 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
WATER AND
SEWER DETAIL
SHEET
C-4.1
10 Of
PROJECT TITLE
REVISIONS
SHEET TITLE
SHEET INFORMATION
DATE
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
DRAWN BY:
CHECKED BY:
PROJECT NO.:
ROCHE
CONSTRUCTORS
BEBEE
CHRISTIAN
SCOOL
361 71ST AVE.
GREELEY, CO
2103 NANCY GRAY AVE.
FORT COLLINS, CO
16-026-001
MRB
BSA
10
SUBMITTAL
PROJECT
DEVELOPMENT PLAN
7/14/2016
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 PIPE