HomeMy WebLinkAboutST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION - ODP - ODP170002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSGENERAL NOTES
1. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES,
AND SHALL CALL 811 TO HAVE UTILITIES MARKED.
2. ALL EXISTING SITE FEATURES AND UTILITIES SHALL BE PROTECTED IN PLACE UNLESS
OTHERWISE NOTED.
3. ANY EXISTING SITE FEATURE OR UTILITY DAMAGED BY CONTRACTOR SHALL BE REPLACED
OR REPAIRED AT CONTRACTORS EXPENSE, AND TO A CONDITION EQUAL-TO OR BETTER
THEN PRIOR TO CONSTRUCTION ACTIVITIES.
4. ANY DAMAGED CURB, GUTTER AND SIDWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUT TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED
TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL PROPOSED OR RELOCATED DRY UTILITY
SERVICE CONNECTION POINTS TO BUILDING.
6. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL ANY PRIMARY LINE FROM
CONNECTION POINT TO ELECTRIC VAULT, SECONDARY LINES FROM VAULT TO METER,
AND BUILDING METER. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS METER
GROUP FOR METER LOCATION. CONTACT CITY OF FORT COLLINS LIGHT & POWER FOR
THEIR CURRENT REQUIREMENTS.
WATERLINE NOTES
1. WATERLINE CONSTRUCTION IS NOT EXPECTED FOR THE EXPANSION. HOWEVER, IF
WATERLINES ARE TO BE CONSTRUCTED, REPAIRED, OR REPLACED, ALL WORK SHALL
CONFORM TO THE CURRENT CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
2. WATER MAINS, IF NEEDED, SHALL BE PVC (C-900) AS SPECIFIED BY THE CITY OF FORT
COLLINS STANDARD PLANS AND SPECIFICATIONS.
3. WATER SERVICES, IF NEEDED, SHALL BE PVC (C-900), AND BE CONSTRUCTED A MINIMUM
OF 5-FEET BELOW FINISHED GRADE AND FINISHED FLOOR ELEVATIONS.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER PIPE, AND SERVICES, SHALL BE PVC (SDR 35) UNLESS OTHERWISE
NOTED ON PLANS. SANITARY SEWER PIPE SHALL BE AS SPECIFIED BY THE SOUTH FORT
COLLINS SANITATION DISTRICT.
2. ALL SANITARY SEWER PIPE AND SERVICE FITTINGS SHALL BE PVC (SDR 35) UNLESS
OTHERWISE NOTED ON PLANS.
3. A PORTION OF THE EXISTING SANITARY SEWER LINE IS TO BE REPLACED AND RELOCATED
BELOW THE CHURCH EXPANSION AS SHOWN ON THE PLANS. THE SANITARY SEWER LINE
SHALL BE CONSTRUCTED WITH A CASING PIPE TO ALLOW FOR FUTURE MAINTENANCE.
SEE DETAIL THIS SHEET. SEWER LINE JOINTS SHALL BE RESTRAINED, OR WATER
PRESSURE PIPE SUBSTITUTED WITH RESTRAINED JOINTS THROUGH CASING.
4. CASING PIPE FOR SANITARY SEWER LINE BELOW BUILDING EXPANSION SHALL BE A
MINIMUM OF 22-INCHES IN DIAMETER, AND MAY BE UP TO 24-INCHES IN DIAMETER IF MORE
READILY AVAILABLE.
STORM SEWER NOTES
1. STORM SEWER PIPE SHALL BE RCP, PVC, OR ADS PIPE AND SHALL HAVE WATER TIGHT
JOINTS.
2. ROOF DRAIN COLLECTION PIPES SHALL BE ADS PIPE WITH NYLOPLAST GRATES.
3. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS.
8'' SS 8'' SS 8'' SS
8'' SS
PROPOSED EXPANSION
EXISTING BUILDING
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING LANDSCAPING
EXISTING GAS LINE
EXISTING FIBER OPTIC
EXISTING STORM DRAIN
EXISTING WATER
SWMM DRAINAGE BASIN BOUNDARY
SWMM BASIN DESIGNATION
SWMM DESIGN POINT
DRAINAGE ARROW
NEW & FUTURE IMPERVIOUS IMPROVEMENTS
EXISTING IMPERVIOUS AREA (LID TREATED)
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING BUILDING EXISTING CONCRETE
EXISTING LANDSCAPING
EXISTING GAS LINE
EXISTING FIBER OPTIC
EXISTING STORM DRAIN
EXISTING WATER
EXISTING SANITARY
EXISTING TELEPHONE
PROPOSED EXPANSION PROPOSED CONCRETE
EXISTING ASPHALT
8'' SS 8'' SS 8'' SS
8'' SS
30
70
60
25
20
15
10
35
50
45
THE EXISTING ST. ELIZABETH ANN SETON SITE WAS EVALUATED IN A DRAINAGE AND
EROSION CONTROL REPORT, PREPARED BY AYRES ASSOCIATES, AND DATED NOVEMBER
2, 1998. ALL VERTICAL DATA FOUND IN THIS REPORT IS BASED ON NGVD 29 DATUM.
2. THE ST. ELIZABETH ANN SETON SITE WAS EVALUATED FOR ADDITIONAL IMPROVEMENTS
IN A DRAINAGE AND EROSION CONTROL REPORT, PREPARED BY AYRES ASSOCIATES,
AND DATED JUNE 30, 2003. ALL VERTICAL DATA FOUND IN THIS REPORT IS BASED ON
NGVD 29 DATUM.
3. THE TOPOGRAPHY AND ALL ELEVATION INFORMATION SHOWN ON THIS PLAN IS BASED
ON THE NAVD 88 DATUM.
4. THE DRAINAGE BASINS SHOWN ON THIS PLAN ARE THE SAME SWMM BASINS IDENTIFIED
IN THE TWO FINAL DRAINAGE REPORTS LISTED ABOVE.
DATE REVISION DESCRIPTION
REVISIONS
FILENAME:
0031.0012.00_DRAINAGE
0031.0012.00
1" = 40'
JULY 7, 2017
OF
DESIGNED:
CHECKED:
JOB NO.:
SCALE:
DATE:
SHEET NO.:
1" = 40'
0 40 80
scale feet
CALL THE UTILITY NOTIFICATION CENTER OF COLORADO
3 DAYS BEFORE YOU DIG
811 OR 1-800-922-1987
www.UNCC.org
DAH
DAH
5110 GRANITE STREET, UNIT D
LOVELAND, COLORADO 80538
(970) 278-0029
CCGCOLORADO
CIVIL
GROUP, INC.
ENGINEERING CONSULTANTS
0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING
EXISTING SANITARY
EXISTING TELEPHONE
DATE REVISION DESCRIPTION
REVISIONS
FILENAME:
0031.0012.00_UTILITY
0031.0012.00
1" = 40'
JULY 7, 2017
OF
DESIGNED:
CHECKED:
JOB NO.:
SCALE:
DATE:
SHEET NO.:
1" = 40'
0 40 80
scale feet
CALL THE UTILITY NOTIFICATION CENTER OF COLORADO
3 DAYS BEFORE YOU DIG
811 OR 1-800-922-1987
www.UNCC.org
DAH
DAH
5110 GRANITE STREET, UNIT D
LOVELAND, COLORADO 80538
(970) 278-0029
CCGCOLORADO
CIVIL
GROUP, INC.
ENGINEERING CONSULTANTS
0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING
MANUFACTURERS