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Home My WebLink AboutAVONDALE COTTAGES - FDP - FDP140018 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES COVER SHEET 08/6/14 N/A N/A JTC RA 1 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. UTILITY PLANS FOR AVONDALE COTTAGES A REPLAT OF TRACT L, RIDGEWOOD HILLS P.U.D., FIRST FILING, LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES GENERAL NOTES 08/6/14 N/A N/A JTC RA 2 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. WEST TRILBY ROAD AVONDALE ROAD TRACT K PRIVATE DRIVE TRACT K 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES EXISTING & DEMOLITION 08/6/14 1"=20' N/A JTC RA 3 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 WEST TRILBY ROAD AVONDALE ROAD LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 TRACT K PRIVATE DRIVE 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES UTILITY PLAN 08/6/14 1"=20' N/A JTC RA 4 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SANITARY SEWER PLAN & PROFILE 08/6/14 1"=20' 1"=2' JTC RA 5 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner MATCHLINE sta 10+62.00 MATCHLINE sta 10+62.00 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SANITARY SEWER PLAN & PROFILE 08/6/14 1"=20' 1"=2 1"=2' RA 6 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner PLAN VIEW SANITARY SEWER CLEANOUT DETAIL NTS 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SANITAY SEWER DETAILS 08/6/14 N/A N/A JTC RA 7 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES WATERLINE DETAILS 08/6/14 N/A N/A JTC RA 8 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES STORM DRAIN PLAN & PROFILE 08/6/14 1"=20' 1"=2' JTC RA 9 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. PIPE LENGTHS ARE GIVEN FROM CENTER OF STRUCTURE TO CENTER OF 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES STORM DRAIN PLAN & PROFILE 08/6/14 1"=20' 1"=2' JTC RA 10 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION SECTION B-B PLAN SECTION A-A WATER QUALITY OUTLET STRUCTURE POROUS LANDSCAPE DETENTION AND RETAINING WALL DETAIL TYPICAL POND CROSS SECTION GEOMEMBRANE LINER/CONCRETE CONNECTION DETAIL GEOMEMBRANE LINER/ UNDERDRAIN PENETRATION DETAIL 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES STORM DRAIN DETAILS 08/6/14 N/A N/A JTC RA 11 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner STORM SEWER OUTLET STORM SEWER HEADWALL RIPRAP DETAIL SECTION B-B SECTION A-A 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES Storm Drain Details 08/6/14 N/A N/A JTC RA 12 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 TRACT K WEST TRILBY ROAD AVONDALE ROAD PRIVATE DRIVE LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 Drainage & Erosion Control Plan AVONDALE COTTAGES 08/6/14 1"=X' N/A JTC RA 13 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES EROSION CONTROL DETAILS 08/6/14 N/A N/A JTC RA 14 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES EROSION CONROL DETAILS 08/6/14 N/A N/A JTC RA 15 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner TRACT K WEST TRILBY ROAD AVONDALE ROAD PRIVATE DRIVE 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SITE & GRADING PLAN 08/6/14 1"=20' N/A JTC RA 16 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: WALK DEPRESSION @ CORNER CURB RAMP DETAIL SIDEWALK CHASE DETAIL WALK DEPRESSION CONCRETE PAVING SECTION DETAIL NTS ASPHALT PATCH DETAIL NTS EXPANSION JOINT DETAIL NTS CONTRACTION JOIN DETAIL NTS CURB RAMP W/ RIPRAP PAD 4' CROSS PAN DETAIL 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SITE & GRADING DETAILS 08/6/14 N/A N/A JTC RA 17 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 PRIVATE DRIVE TRACK K RIDGEWOOD HILLS P.U.D., FIRST FILING TRACK M 1ST REPLAT OF RIDGEWOOD HILLS P.U.D., FIRST FILING TRACT K LOT 204 LOT 203 LOT 202 LOT 201 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES HORIZONTAL CONTROL PLAN 08/6/14 1'=20' N/A JTC RA 18 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES SIGNING & STRIPING DETAILS 08/6/14 N/A N/A JTC RA 19 of 19 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SIGN LEGEND TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES: 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON SHEET 2 OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES USED HERE. 2. ALL SIGNAGE SHALL BE PER CITY STANDINGS, CDOT AND THESE PANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. - 4. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD COORDINATED WITH OWNER. 5. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKING. 7. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 8. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 0 20' 20 10 20 40 SCALE: 1" = STOP 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR THE PROTECTION FROM THE 100-YR STORM. 2. THE FINISHED GRADE ELEVATIONS SHOWN ARE BASED ON THE ADJACENT PROPERTY LINE HIGH POINTS AND A MINIMUM OF 10% TO THE PROPERTY LINE OR 10' AWAY FOR STRUCTURE. THE ACTUAL FINISHED GRADE AROUND EACH STRUCTURE WILL VARY BASED ON ADJACENT PROPERTY LINE GRADES. 3. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED. THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVE. 4. OFFSITE GRADING IS LIMITED TO AREAS COVERED BY EXISTING DRAINAGE AND/OR UTILITY EASEMENTS FOR THE PURPOSE OF UTILITY OR DRAINAGE CONNECTIONS, UNLESS OTHERWISE NOTED. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS 7. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. REFERENCE THE "SUBSURFACE EXPLORATION REPORT - AVONDALE COTTAGES INFRASTRUCTURE", PREPARED BY EARTH ENGINEERING CONSULTANTS, LLC, DATED APRIL 2, 2014 FOR GEOTECHNICAL ENGINEERING RECOMMENDATIONS. 0 SCALE: 1" = 15' 15 7.5 15 30 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LEGEND SILT FENCE INLET PROTECTION CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL 0 20' 20 10 20 40 SCALE: 1" = DRAINAGE ARROW BASIN DESIGNATION BASIN AREA BASIN COEFFICIENT (5-YR) DESIGN POINT CoFC Standard erosion and sediment control notes: 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. 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 IS 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 STORMWATER DEPARTMENT. NOTES: 1. OFFSITE GRADING IS LIMITED TO AREAS COVERED BY EXISTING DRAINAGE AND/OR UTILITY EASEMENTS FOR THE PURPOSE OF UTILITY OR DRAINAGE CONNECTIONS, UNLESS OTHERWISE NOTED. 2. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 3. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 4. CONTRACTOR TO PROVIDE TEMPORARY BIODEGRADABLE SLOPE STABILIZATION MAT WHERE SEED CRIMPING IS NOT PRACTICAL. (SHORT TERM): 9.3 POUND LENO-WOVEN BIODEGRADABLE JUTE TOP NET, 7.7 POUND WOVEN BIODEGRADABLE JUTE BOTTOM NET, 100% STRAW FIBER MATRIX WITH A LONGEVITY OF 12 MONTHS. NORTH AMERICAN GREEN S150BN OR ACCEPTED SUBSTITUTION. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7. 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 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. SEDIMENT CONTROL LOG EROSION CONTROL BLANKET (AA GREEN C350) OUTLET STORM PROTECTION STRUCTURE. 2. LENGTH OF FES ARE INCLUDED IN PIPE LENGTHS. 3. MANHOLE RIM ELEVATIONS ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT RUBBER GASKETS) CONFORMING TO ASTM C443 AND TPYE 4-G BELL SPIGOT JOINTS. City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5-FEET FROM BUILDING UNLESS OTHERWISE NOTED. SITE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF BUILDING UTILITIES WITH ARCHITECTURAL DRAWINGS. 3. ALL STORM SEWER, 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 LOCAL ENGINEER. 4. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 5. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 6. STORM SEWER PIPE SHALL BE RCP OR HDPE WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 7. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 8. WATER MAINS SHALL BE PVC (C-900) AS SPECIFIED BY THE FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. 9. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5-FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE PVC (C-900) UNLESS OTHERWISE NOTED. 10. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. 11. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 12. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL 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. or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3. reference landscape plan & tree mitigation plan for tree removal & protection. 4. Limits of street cut are approximate. Final limits are to be determined in the field b the city of fort Collins engineering inspector. all repairs to be in accordance with city street repair standards. 5. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, ASPHALT, CURB/GUTTER SECTIONS AND SOD AREAS DISTURBED BY NEW WORK. 6. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAW CUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE SIDEWALKS TO NEAREST JOINT. 7. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVEMENT, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. LEGEND TREE REMOVAL/RELOCATION PROTECT EXISTING TREES AUGUST 2014 UTILITY CONTACTS: 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. CITY OF FORT COLLINS BENCHMARK #38-94 AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE PROJECT DATUM - ELEV=5090.58 NGVD 29 (UNADJUSTED) NAVD 88 = NGVD 29 (UNADJUSTED) + 3.18 = 5093.76 CITY OF FORT COLLINS BENCHMARK #47-94 ON THE EAST SIDE OF SOUTH COLLEGE AVE.. AT ROBERT BENSON LAKE, ON TOP OF THE SOUTHEAST CORNER OF AN INLET. PROJECT DATUM - ELEV=5019.54 NGVD 29 (UNADJUSTED) NAVD 88 = NGVD 29 (UNADJUSTED) + 3.18 = 5022.72 BASIS OF BEARINGS ASSUMING THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 14, 715:$6%($5,1*1257+ ($67%(,1*$*5,'%($5,1*2) THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2562.81 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED EMERGENCY OVERFLOW ROUTE EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES vicinity map Scale: 1" = 1000' 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. ROBERT ALMIRALL P.E. NO. 33441 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. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT OWNER / DEVELOPER HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 Ph. 970.223.4522 ENGINEER Interwest Consulting Group 1218 W. Ash, Suite C Windsor, Colorado 80550 Ph. 970.674.3300 PLANNER Vignette Studios P.O. Box 1889 Fort Collins, Colorado 80522 Ph. 970.472.9125 SURVEYOR King Surveyors 650 Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 FORT COLLINS UTILITIES 700 Wood Street Fort Collins, Colorado 80522 STORMWATER Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Doug Martine Ph. 970.221.6700 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 WATER/WASTEWATER Fort Collins-Loveland Water District South Fort Collins Sanitation District 5051 Snead Drive Fort Collins, Colorado 80525 Contact: Terry Farrill Ph. 970.226.3104 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.377.6401 INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING & DEMOLITION 4 UTILITY PLAN 5-6 SANITARY SEWER PLAN & PROFILE 7 SANITAY SEWER DETAILS 8 WATERLINE DETAILS 9-10 STORM DRAIN PLAN & PROFILE 11-12 STORM DRAIN DETAILS 13 DRAINAGE & EROSION CONTROL PLAN 14-15 EROSION CONTROL DETAILS 16 SITE & GRADING PLAN 17 SITE & GRADING DETAILS 18 HORIZONTAL CONTROL PLAN 19 SIGNING & STRIPING DETAILS ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL CATV CABLE TELEVISION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CoFC CITY OF FORT COLLINS COMM COMMUNICATION CONC CONCRETE COORD COORDINATION DE DRAINAGE EASEMENT DEMO DEMOLITION DIA DIAMETER E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GV GATE VALVE HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE ROW RIGHT-OF-WAY RT RIGHT SS SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TC TOP OF CONCRETE TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION