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HomeMy WebLinkAboutST. ELIZABETH ANN SETON CHURCH EXPANSION - FDP - FDP180003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUTILITY PLANS FOR: ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION Mr. Michael DiTullio, Manager DATUMS PROJECT VERTICAL DATUM: NAVD88 BENCHMARK #27-94: SOUTHEAST CORNER OF SOUTH LEMAY AVE AND SOUTHRIDGE GREENS BLVD., ON THE NORTHEAST EDGE OF A CONCRETE STORM WATER MANHOLE. ELEVATION = 4927.80 PROJECT HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83 (2011) DATUM. HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK. Mr. Terry Farrill, P.E., District Engineer LOT 1, ST. ELIZABETH SETON CATHOLIC CHURCH, P.U.D., FTC; LESS RD ROW PER 99017865 LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO VICINITY MAP APPROX. SCALE: 1"=1,000' INDEX TO PLANS SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2 UTILITY PLAN 3 GRADING & EROSION CONTROL PLAN 4 DETAILED GRADING PLAN 5 DRAINAGE PLAN 6 CONSTRUCTION DETAILS 7 DATE DESCRIPTION REVISIONS 0031.0012.00_GENERAL SHEETS FEBRUARY 14, 2018 1 OF 7 DATE: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION COVER SHEET SHEET: N/A SCALE: 0031.0012.01 JOB NO: DAH CHECKED: DAH DESIGNED: FILE NAME: CALL THE UTILITY NOTIFICATION CENTER OF COLORADO 3 DAYS BEFORE YOU DIG 811 OR 1-800-922-1987 GENERAL NOTES (April 1, 2007) “ ” “ ” CONSTRUCTION NOTES (continued) PROJECT SPECIFIC NOTES DATE DESCRIPTION REVISIONS 0031.0012.00_GENERAL SHEETS FEBRUARY 14, 2018 2 OF 7 DATE: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION GENERAL NOTES SHEET: N/A SCALE: 0031.0012.01 JOB NO: DAH CHECKED: DAH DESIGNED: FILE NAME: Mr. Michael DiTullio, Manager Mr. Terry Farrill, P.E., District Engineer Date Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT GENERAL 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. 7. EXISTING ADA RAMPS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE CITY HAS A PLANNED IMPROVEMENT PROJECT THAT MAY ADDRESS THESE RAMPS, HOWEVER, IF THIS PROJECT IS CONSTRUCTED PRIOR TO THE CITY PLANNED IMPROVEMENT PROJECT, THEN RAMPS MUST BE BROUGHT TO COMPLIANCE WITH THIS PROJECT. SEE DETAILS 1604 AND 1607, SHEET 7 FOR CONSTRUCTION GUIDANCE. 8. EXISTING DRIVEWAY AND SIDEWALKS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE DRIVEWAY, SIDEWALK, AND CROSS-WALK HAVE BEEN RE-DESIGNED TO MEET CURRENT CRITERIA. SEE SHEET 5 AND DETAILS 707.2 AND 1607, SHEET 7 FOR GENERAL CONSTRUCTION GUIDANCE. 9. SIGN SHALL SAY "NO PARKING FIRE LANE". SEE DETAIL SHEET 7 . 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. CONTRACTOR SHALL EXCAVATE TO EXISTING SEWER SERVICE AND REMOVE & DISPOSE OF PIPE AS SHOWN ON PLANS. EXISTING SEWER SERVICE SHALL BE REPLACED WITH 8" PVC (SDR 35) PIPE IN SAME LOCATION AS EXISTING PIPE, BUT SHALL BE INSTALLED IN A CASING PIPE PER NOTE 4 BELOW. BEDDING SHALL BE RE-WORKED OR REPLACED AS NEEDED. 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. SIGN & POST 8'' SS SOUTHRIDGE GOLF COURSE VILLAGE AT SOUTHRIDGE PUD OAKRIDGE ESTATES 8'' SS 8'' SS 8'' SS 8'' SS FL FL FL FL FL FL FL FL FL FL FL FL SOUTHRIDGE GREENS BOULEVARD LEMAY AVENUE SETON STREET ST. ELIZABETH ANN SETON CHURCH PROPOSED EXPANSION PROPOSED EMERGENCY ACCESS PRIVATE DRIVE PRIVATE DRIVE 1. THIS GRADING AND EROSION CONTROL PLAN CONSIDERS EROSION CONTROL DURING CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES THE STORMWATER MANAGEMENT PLAN, AND FOLLOW ALL RECOMMENDATIONS CONTAINED WITHIN. 3. THE CONTRACTOR SHALL RECORD CHANGES TO THE SITE'S STORMWATER MANAGEMENT PLAN AS CONSTRUCTION ACTIVITIES DICTATE. 4. THE CONTRACTOR SHALL SECURE A STAGING AREA IN COORDINATION WITH THE OWNER, AND SHALL INCLUDE A SOLID WASTE DISPOSAL AREA, PORT-O-LETS, MATERIAL STORAGE AND A DEDICATED RE-FUELING AND MAINTENANCE AREA. 5. THE CONTRACTOR CAN CHOOSE BETWEEN SILT FENCE AND SEDIMENT CONTROL LOGS WHERE SILT FENCE IS INDICATED ON THE PLANS. 6. THE CONTRACTOR SHALL ESTABLISH ONE LOCATION FOR A CONCRETE TRUCK WASHOUT, ECO-PANS ARE AN ACCEPTABLE ALTERNATIVE. 7. GRADING CATCH SLOPES SHALL NOT EXCEED 4:1 UNLESS OTHERWISE NOTED ON THE PLANS. 8. IF POSSIBLE, FOR AREAS ADJACENT TO THE CHURCH EXPANSION THAT DO NOT RECEIVE CONCRETE PAVING, GRADING SHALL FALL A MINIMUM OF ONE FOOT IN THE FIRST 10 FEET FROM BUILDING OR AT A GRADE OF 10%. 9. PROPOSED EMERGENCY ACCESS ROUTE AND PLAZA PAVING SHALL BE CDOT CLASS D CONCRETE (4500 PSI), AND SHALL BE A MINIMUM OF 8" THICK OR AS DIRECTED BY A GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL PERFORM A PROOF-ROLL OF THE SUBGRADE BELOW THE PROPOSED EMERGENCY ACCESS AND PLAZA PAVING IN THE PRESENCE OF A GEOTECHNICAL ENGINEER. 11. THE LONGITUDINAL SLOPE OF THE EMERGENCY ACCESS DRIVE SHALL NOT EXCEED 10% IN ANY LOCATION. 12. THE CROSS-SLOPE OF THE EMERGENCY ACCESS DRIVE SHALL BE 2% FALLING AWAY FROM THE CHURCH AND TOWARD THE EXISTING DETENTION POND. 13. AN EMERGENCY OVERFLOW SECTION IS PROVIDED ALONG THE PROPOSED EMERGENCY ACCESS DRIVE, IN THE EVENT THE 12-INCH CULVERT IS PLUGGED. THIS OVERFLOW SECTION IS MORE THAN 12 INCHES BELOW GRADING ADJACENT TO BASEMENT OF CHURCH. 14. EXISTING ADA RAMPS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE CITY HAS A PLANNED IMPROVEMENT PROJECT THAT MAY ADDRESS THESE RAMPS, HOWEVER, IF THIS PROJECT IS CONSTRUCTED PRIOR TO THE CITY PLANNED IMPROVEMENT PROJECT, THEN RAMPS MUST BE BROUGHT TO COMPLIANCE WITH THIS PROJECT. SEE DETAILS 1604 AND 1607, SHEET 7 FOR CONSTRUCTION GUIDANCE. 15. EXISTING DRIVEWAY AND SIDEWALKS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE DRIVEWAY, SIDEWALK, AND CROSS-WALK HAVE BEEN RE-DESIGNED TO MEET CURRENT CRITERIA. SEE SHEET 5 FOR SPOT ELEVATIONS AND SHEET 7 FOR GENERAL CONSTRUCTION GUIDANCE. PROPOSED EXPANSION EXISTING BUILDING EXISTING ASPHALT EXISTING CONCRETE PROPOSED CONCRETE 1. THIS GRADING AND EROSION CONTROL PLAN CONSIDERS EROSION CONTROL DURING CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL HAVE ON-SITE AT ALL TIMES THE STORMWATER MANAGEMENT PLAN, AND FOLLOW ALL RECOMMENDATIONS CONTAINED WITHIN. 3. THE CONTRACTOR SHALL RECORD CHANGES TO THE SITE'S STORMWATER MANAGEMENT PLAN AS CONSTRUCTION ACTIVITIES DICTATE. 4. THE CONTRACTOR SHALL SECURE A STAGING AREA IN COORDINATION WITH THE OWNER, AND SHALL INCLUDE A SOLID WASTE DISPOSAL AREA, PORT-O-LETS, MATERIAL STORAGE AND A DEDICATED RE-FUELING AND MAINTENANCE AREA. 5. THE CONTRACTOR CAN CHOOSE BETWEEN SILT FENCE AND SEDIMENT CONTROL LOGS WHERE SILT FENCE IS INDICATED ON THE PLANS. 6. THE CONTRACTOR SHALL ESTABLISH ONE LOCATION FOR A CONCRETE TRUCK WASHOUT, ECO-PANS ARE AN ACCEPTABLE ALTERNATIVE. 7. GRADING CATCH SLOPES SHALL NOT EXCEED 4:1 UNLESS OTHERWISE NOTED ON THE PLANS. 8. IF POSSIBLE, FOR AREAS ADJACENT TO THE CHURCH EXPANSION THAT DO NOT RECEIVE CONCRETE PAVING, GRADING SHALL FALL A MINIMUM OF ONE FOOT IN THE FIRST 10 FEET FROM BUILDING OR AT A GRADE OF 10%. 9. PROPOSED EMERGENCY ACCESS ROUTE AND PLAZA PAVING SHALL BE CDOT CLASS D CONCRETE (4500 PSI), AND SHALL BE A MINIMUM OF 8" THICK OR AS DIRECTED BY A GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL PERFORM A PROOF-ROLL OF THE SUBGRADE BELOW THE PROPOSED EMERGENCY ACCESS AND PLAZA PAVING IN THE PRESENCE OF A GEOTECHNICAL ENGINEER. 11. THE LONGITUDINAL SLOPE OF THE EMERGENCY ACCESS DRIVE SHALL NOT EXCEED 10% IN ANY LOCATION. 12. THE CROSS-SLOPE OF THE EMERGENCY ACCESS DRIVE SHALL BE 2% FALLING AWAY FROM THE CHURCH AND TOWARD THE EXISTING DETENTION POND. 13. AN EMERGENCY OVERFLOW SECTION IS PROVIDED ALONG THE PROPOSED EMERGENCY ACCESS DRIVE, IN THE EVENT THE 12-INCH CULVERT IS PLUGGED. THIS OVERFLOW SECTION IS MORE THAN 12 INCHES BELOW GRADING ADJACENT TO BASEMENT OF CHURCH. 14. EXISTING ADA RAMPS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE CITY HAS A PLANNED IMPROVEMENT PROJECT THAT MAY ADDRESS THESE RAMPS, HOWEVER, IF THIS PROJECT IS CONSTRUCTED PRIOR TO THE CITY PLANNED IMPROVEMENT PROJECT, THEN RAMPS MUST BE BROUGHT TO COMPLIANCE WITH THIS PROJECT. SEE DETAILS 1604 AND 1607, SHEET 7 FOR CONSTRUCTION GUIDANCE. 15. EXISTING DRIVEWAY AND SIDEWALKS DO NOT MEET CURRENT CITY OF FORT COLLINS STANDARD DETAILS. THE DRIVEWAY, SIDEWALK, AND CROSS-WALK HAVE BEEN RE-DESIGNED TO MEET CURRENT CRITERIA. SEE SHEET 5 FOR SPOT ELEVATIONS AND SHEET 7 FOR GENERAL CONSTRUCTION GUIDANCE. PROPOSED EXPANSION EXISTING BUILDING EXISTING ASPHALT EXISTING CONCRETE PROPOSED CONCRETE EXISTING LANDSCAPING EXISTING GAS LINE EXISTING FIBER OPTIC EXISTING STORM DRAIN EXISTING WATER EXISTING SANITARY EXISTING TELEPHONE PROPOSED EXISTING PR. EX. BY SEPARATE DOCUMENT EMERGENCY ACCESS ESMT. BSD EAE 8'' SS 8'' SS FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 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 200 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 70 SOUTHRIDGE GOLF COURSE VILLAGE AT SOUTHRIDGE PUD OAKRIDGE ESTATES 8'' SS 8'' SS 8'' SS 8'' SS FL FL FL FL FL FL FL FL FL FL FL FL SOUTHRIDGE GREENS BOULEVARD LEMAY AVENUE SETON STREET ST. ELIZABETH ANN SETON CHURCH SHED PROPOSED EMERGENCY ACCESS 200 PRIVATE DRIVE PRIVATE DRIVE PROPOSED EXPANSION 15 10 20 60 25 50 45 35 70 30 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. 1' 1" NOTE: FOR NORTHEAST ENTRANCE ONLY NOTE: FOR SOUTHEAST ENTRANCE ONLY WEST ACCESS SIGN & POST INSTALLATION DETAIL STREET CONSTRUCTION DRAWINGS SCALE: N.T.S. NOTES: Base Sleeve Post Size CRITERIA FOR SINGLE POST 2.25" x 2.25" x 3'-0" 2" x 2" x 10'-0" * 12 Gauge * * CROSS SECTION OF POST 18" 1. ATTACH THE SIGN PANELS TIGHTLY TO THE POST AND USE OVERSIZED WASHERS TO KEEP THE SIGN FROM BREAKING LOOSE FROM THE POST IF HIT BY A VEHICLE. 2. SIGN PANELS SHOULD BE MOUNTED A MINIMUM OF 6 FEET ABOVE THE PAVEMENT OR GROUND. 3. SIGNS LARGER THAN 36 INCHES IN LENGTH OR WIDTH REQUIRE WIND BRACING AND SPECIAL POST DESIGN. 4. ANCHOR STUB AND POST ARE SQUARE STEEL TUBE (PERFORATED). 2-1/4" x 2-1/4" x 3' Anchor/Stub 3"-6" Above Grade 6'-0" (MIN) "EMERGENCY ACCESS ONLY" SIGN SIGN MOUNTED TO POST WITH 5 16"x 2- 1 2" HEX BOLT WITH METAL AND NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 5 16" HEX NUT ON THE BACK SIDE OF THE POST. 2"x2"x10' OR 12' 12 GAUGE TELESPAR POST WEST ACCESS ENTRY POINT SIGN WEST & EAST PLAZA ENTRANCE SIGN & POST INSTALLATION DETAIL STREET CONSTRUCTION DRAWINGS SCALE: N.T.S. NOTES: Base Sleeve Post Size CRITERIA FOR SINGLE POST 2.25" x 2.25" x 3'-0" 2" x 2" x 10'-0" * 12 Gauge * * CROSS SECTION OF POST 18" 1. ATTACH THE SIGN PANELS TIGHTLY TO THE POST AND USE OVERSIZED WASHERS TO KEEP THE SIGN FROM BREAKING LOOSE FROM THE POST IF HIT BY A VEHICLE. 2. SIGN PANELS SHOULD BE MOUNTED A MINIMUM OF 6 FEET ABOVE THE PAVEMENT OR GROUND. 3. SIGNS LARGER THAN 36 INCHES IN LENGTH OR WIDTH REQUIRE WIND BRACING AND SPECIAL POST DESIGN. 4. ANCHOR STUB AND POST ARE SQUARE STEEL TUBE (PERFORATED). 2-1/4" x 2-1/4" x 3' Anchor/Stub 3"-6" Above Grade 6'-0" (MIN) "FIRE LANE - WEIGHT LIMIT 40 TONS ON PLAZA SURFACE" SIGN SIGN MOUNTED TO POST WITH 5 16"x 2- 1 2" HEX BOLT WITH METAL AND NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 5 16" HEX NUT ON THE BACK SIDE OF THE POST. 2"x2"x10' OR 12' 12 GAUGE TELESPAR POST FIRE LANE WEST & EAST PLAZA ENTRANCE POINT SIGN WEIGHT LIMIT 40 TONS ON PLAZA SURFACE DATE DESCRIPTION REVISIONS 0031.0012.00_GENERAL SHEETS FEBRUARY 14, 2018 7 OF 7 DATE: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION CONSTRUCTION DETAILS SHEET: N/A SCALE: 0031.0012.01 JOB NO: DAH CHECKED: DAH DESIGNED: FILE NAME: 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. 5110 GRANITE STREET, UNIT D LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS DATE REVISION DESCRIPTION ST. ELIZABETH ANN SETON CATHOLIC REVISIONS CHURCH EXPANSION FILENAME: 0031.0012.00_DRAINAGE 0031.0012.01 1" = 40' FEBRUARY 14, 2018 6 OF 7 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 DRAINAGE PLAN 0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING Mr. Michael DiTullio, Manager Mr. Terry Farrill, P.E., District Engineer All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT FL FL FL FL 8'' SS 8'' SS 8'' SS 8'' SS FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL DATE DESCRIPTION REVISIONS 0031.0012.00_GRADING FEBRUARY 14, 2018 5 OF 7 DATE: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION DETAILED GRADING PLAN SHEET: VARIES SCALE: 0031.0012.01 JOB NO: DAH CHECKED: DAH DESIGNED: FILE NAME: 0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING CALL THE UTILITY NOTIFICATION CENTER OF COLORADO 3 DAYS BEFORE YOU DIG 811 OR 1-800-922-1987 www.UNCC.org Mr. Michael DiTullio, Manager Mr. Terry Farrill, P.E., District Engineer Date Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT NORTHWEST ENTRANCE NORTHEAST ENTRANCE SOUTHEAST ENTRANCE EAST PLAZA WEST PLAZA 1" = 6' 0 6 12 scale feet 1" = 6' 0 6 12 scale feet 1" = 6' 0 6 12 scale feet 1" = 10' 0 10 20 scale feet 1" = 10' 0 10 20 scale feet SETON STREET SETON STREET SOUTHRIDGE GREENS BLVD. EXISTING BUILDING EXISTING BUILDING PROPOSED BUILDING PROPOSED BUILDING EXISTING LANDSCAPING EXISTING GAS LINE EXISTING FIBER OPTIC EXISTING STORM DRAIN EXISTING WATER EXISTING SANITARY EXISTING TELEPHONE PROPOSED EXISTING PR. EX. BY SEPARATE DOCUMENT EMERGENCY ACCESS ESMT. BSD EAE DATE DESCRIPTION REVISIONS 0031.0012.00_GRADING FEBRUARY 14, 2018 4 OF 7 DATE: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 (970) 278-0029 CCGCOLORADO CIVIL GROUP, INC. ENGINEERING CONSULTANTS ST. ELIZABETH ANN SETON CATHOLIC CHURCH EXPANSION GRADING & EROSION CONTROL PLAN SHEET: 1" = 40' SCALE: 0031.0012.01 JOB NO: DAH CHECKED: DAH DESIGNED: FILE NAME: 0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING 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 Mr. Michael DiTullio, Manager Mr. Terry Farrill, P.E., District Engineer Date Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT PAVEMENT TYPICAL SECTIONS STREET CONSTRUCTION DRAWINGS SCALE: N.T.S. NOTES: 1. SUB-GRADE BELOW ALL PAVEMENT SECTIONS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" , ADJUSTED IN MOISTURE CONTENT (+ 2%) AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM SPECIFICATION D698. CONTRACTOR SHALL PROOF-ROLL COMPACTED SUB-GRADE IN THE PRESENCE OF A GEOTECHNICAL ENGINEER OR CITY INSPECTOR. 2. IF SUB-GRADE MATERIAL IS UNSUITABLE (EXHIBITS PUMPING DURING PROOF-ROLL) IT SHALL EITHER BE RECONDITIONED OR REPLACED WITH SUITABLE ON-SITE MATERIALS. IF CONTRACTOR CHOOSES, STRUCTURAL FILL MAY BE IMPORTED, AT NO EXTRA COST TO OWNER, AND SHALL BE GRADED SIMILARLY TO CDOT CLASS 5 OR 6 AGGREGATE BASE. CONTRACTOR SHALL PROOF-ROLL ANY RE-WORKED SUB-GRADE PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE. 3. IF CALLED FOR, AGGREGATE BASE COURSE SHALL BE ADJUSTED IN MOISTURE CONTENT (+ 2%) AND COMPACTED TO ACHIEVE A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM SPECIFICATION D698. PAVEMENT SECTION CDOT CLASS D CONCRETE (4500 PSI) RECONDITIONED SUBGRADE ANTICIPATED CONSTRUCTION SEQUENCE 8'' SS 8'' SS 8'' SS FL FL FL FL FL FL FL FL FL FL FL FL SOUTHRIDGE GOLF COURSE VILLAGE AT SOUTHRIDGE PUD OAKRIDGE ESTATES SOUTHRIDGE GREENS BOULEVARD LEMAY AVENUE SETON STREET ST. ELIZABETH ANN SETON CHURCH PROPOSED EXPANSION PRIVATE DRIVE PRIVATE DRIVE PROPOSED EMERGENCY ACCESS PROPOSED EXPANSION EXISTING BUILDING EXISTING ASPHALT EXISTING CONCRETE PROPOSED CONCRETE EXISTING LANDSCAPING EXISTING GAS LINE EXISTING FIBER OPTIC EXISTING STORM DRAIN EXISTING WATER EXISTING SANITARY EXISTING TELEPHONE PROPOSED EXISTING PR. EX. BY SEPARATE DOCUMENT EMERGENCY ACCESS ESMT. BSD EAE DATE REVISION DESCRIPTION ST. ELIZABETH ANN SETON CATHOLIC REVISIONS CHURCH EXPANSION FILENAME: 0031.0012.00_UTILITY 0031.0012.01 1" = 40' FEBRUARY 14, 2018 3 OF 7 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 UTILITY PLAN 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 Mr. Michael DiTullio, Manager Mr. Terry Farrill, P.E., District Engineer Date Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT MANUFACTURERS CASING DETAIL www.UNCC.org Date Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. SOUTH FORT COLLINS SANITATION DISTRICT COLLEGE AVE. LEMAY AVE. SITE RAILROAD FOSSIL CREEK TRAIL TIMBERLINE RD. ENGINEER NAME: COLORADO CIVIL GROUP, INC. CONTACT: DAVID A. HUWA, PE ADDRESS: 1413 W. 29TH STREET LOVELAND, COLORADO 80538 PHONE: (970) 278-0029 EXT. 107 FAX: N/A E-MAIL: dhuwa@ccginc.us SURVEYOR NAME: KING SURVEYORS, INC. CONTACT: LARRY PEPEK ADDRESS: 650 E. GARDEN DRIVE WINDSOR, CO 80550 PHONE: (970) 686-5011 E-MAIL: larryp@kingsurveyors.com ARCHITECT NAME: EIDOS ARCHITECTS, PC CONTACT: JON ROSENTHAL ADDRESS: 5400 GREENWOOD PLAZA BLVD. GREENWOOD VILLAGE, CO 80111 PHONE: (720) 200-0630 PLANNER/LANDSCAPE ARCHITECT NAME: TB GROUP CONTACT: CATHY MATHIS ADDRESS: 444 MOUNTAIN AVENUE BERTHOUD, CO 80513 PHONE: (970) 532-5891 S. BOARDWALK DR. INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. ENGINEERS AFFIRMATION STATEMENT: 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.