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Home My WebLink AboutRIVER DISTRICT BLOCK ONE MIXED-USE (ENCOMPASS) - PDP - PDP120020 - MAPS/GRAPHICS - UTILITY PLANS (3)JEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST N. COLLEGE AVE. C000 COVER SHEET N.A. K. Brazelton NTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R JULY, 2012 UTILITY PLANS FOR No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CONTACT INFORMATION No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C001 CONSTRUCTION NOTES GENERAL AND N.A. K. Brazelton N/A A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as 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 City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. JEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN CONIFER ST. MOUNTAIN AVE. E. MULBERRY ST N. COLLEGE AVE. N41�10'00"E (R) N41�41'10"E 214.00' S38�36'00"E (R) S38�04'50"E 163.45' S04�53'10"W 231.00' S04�22'00"W (R) N48�18'50"W 299.24' N48�50'00"W (R) S41�18'17"E 94.35' S13�28'44"E 24.14' Delta= 43�03'45" R=100.00' L=75.16' Dir= S07�07'21"E Chord= 73.40' S48�18'57"E 7.79' S85�06'50"E 19.21' 51.78' 26.12' 8.37' DRAINAGE EASEMENT DRAINAGE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER POINT OF BEGINNING 250.00' BASIS OF BEARINGS NORTHWESTERLY LINE OF BLOCK 1 (N41�41'10"E) LOT 1 BLOCK 1 44,885 sq. ft. 1.030 ac. 100-YR FLOODPLAIN BOUNDARY FEMA FLOODWAY BOUNDARY S S h2o W ELEC VAULT ELEC BOX ELEC BOX ELEC BOX WV WVWV H Y D CONTROL IRR V.P. F E S D D D OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER G G C ELEC VAULT CONTROL IRR CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT T T T T CTV ELEC BOX D PROPOSED BUILDING (FIRST FLOOR) PROPOSED BUILDING (FIRST FLOOR) OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER C ELEC VAULT CABLE VAULT T T 16.09' 102' 76.71' 77' 66.04' 6' 7.56' 8' 20' 15' 15' 15' 17' 19' 20' 8' 9' 9' 8.5' 20.5' 20' PROPOSED DRAINAGE EASEMENT (BY SEP. DOC.) 22' No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: S S WV WVWV H Y D F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER G G C ELEC VAULT CONTROL IRR CONTROL CONTROL IRR IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT T T T T PROPOSED BUILDING (FIRST FLOOR) PROPOSED BUILDING (FIRST FLOOR) EXISTING 36" STORM DRAIN RD ELEC BOX E ELEC VAULT CTV S S G F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER G G RD PROPOSED BUILDING PROPOSED BUILDING GRADE GRADE BREAK BREAK EXISTING 100' LINDEN STREET RIGHT-OF-WAY PROPOSED DRAINAGE EASEMENT (BY SEP. DOC.) EXISTING 36" STORM DRAIN FFE=65.00 (FIRST FLOOR) FFE=65.00 (FIRST FLOOR) GRADE BREAK GRADE BREAK No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� F E S OWNER: RANCH-WAY INC. OWNER: CITY OF FORT COLLINS OWNER: CITY OF FORT COLLINS OWNER: KEIFER MARJORIE R. OWNER: KIEFER BLAIR A FAMILY TRUST OWNER: KIEFER BLAIR A FAMILY TRUST LINDEN STREET (100' ROW) CACHE LA POUDRE RIVER T T RD PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING EXISTING 100' LINDEN STREET RIGHT-OF-WAY FFE=65.00 (FIRST FLOOR) 2 0.31 2 FFE=65.00 (FIRST FLOOR) 1 0.04 3 0.02 4 0.54 6 0.08 5 0.05 OS1 0.53 OS2 0.48 OS3 0.12 4 5 6 OS2 OS3 OS1 3 100-YR FLOOD ELEV.=4953 (FT.COLLINS NGVD29) 4956 (NAVD88) FEMA CROSS-SECTION "CA" EXISTING 36" STORM DRAIN DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C10 C100 10-�� T� (��) 100-� � T� (��) Q10 (��) Q100 (��) 1 1 0.04 0.95 1.00 5.0 5.0 0.2 0.4 2 2 0.31 0.95 1.00 5.0 5.0 1.4 3.1 3 3 0.02 0.34 0.42 5.0 5.0 0.0 0.1 4 4 0.54 0.66 0.82 5.3 5.0 1.7 4.4 5 5 0.05 0.25 0.31 5.0 5.0 0.1 0.1 6 6 0.08 0.25 0.31 6.6 6.1 0.1 0.2 OS1 OS1 0.53 0.76 0.94 5.0 5.0 1.9 5.0 OS2 OS2 0.48 0.62 0.77 5.0 5.0 1.5 3.7 OS3 OS3 0.12 0.55 0.68 5.0 5.0 0.3 0.8 No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C500 DRAINAGE EXHIBIT K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado FOR DRAINAGE REVIEW ONLY UTILITY PLAN APPROVAL NOT FOR CONSTRUCTION WATER QUALITY POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) POND INVERT WQ WATER SURFACE POND SPILL ELEV. 0.01 0.01 4951.50 4952.65 4953.50 PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET PROPOSED CONTOURS 80 79 EXISTING STORM SEWER PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING TREES A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac EXISTING RIGHT-OF-WAY EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C400 GRADING PLAN K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OR PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (WATER QUALITY PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN. 7.THE REGULATORY FLOOD PROTECTION ELEVATION IS A MINIMUM OF 2-FEET ABOVE BASE FLOOD ELEVATIONS. 8.THE LOWEST FLOOR (INCLUDING BASEMENT OR CRAWL SPACE) AND HVAC SHALL BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 9.ANY FLOATABLE ITEMS (PICNIC TABLES, BIKE RACKS, ETC.) WITHIN THE FLOODPLAIN SHALL BE ANCHORED APPROPRIATELY. 10.A FEMA ELEVATION CERTIFICATE SHALL BE COMPLETED AND APPROVED PRIOR TO ISSUANCE OF A CO FOR ANY STRUCTURES WITHIN THE FLOODPLAIN. {11.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING CONCRETE AND TREES WITHIN THE FEMA FLOODWAY. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION SURVEY SHALL BE COMPLETED TO ENSURE THAT THE ELEVATIONS WITHIN THE FLOODWAY HAVE NOT INCREASED BY MORE THAN 0.01-FEET. 12.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TBOC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 TOW - TOP OF WALL EXISTING STORM SEWER PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 APPROXIMATE LIMITS OF CONSTRUCTION EXISTING TREES EXISTING RIGHT-OF-WAY EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING 100-YEAR FLOODPLAIN EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE F W TV T W EXISTING 100' LINDEN STREET RIGHT-OF-WAY TAGNUMBER No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C300 UTILITY PLAN K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY VAULT ELEC � � � CONTROL IRR EXISTING FIBER OPTICS FO EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED CURB & GUTTER PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC E PROPOSED TELEPHONE T PROPOSED GAS LINE G PROPOSED EASEMENT PROPOSED SITE LIGHTING PROPOSED SWALE PROPOSED SANITARY SEWER SS PROPOSED DOMESTIC SERVICE 2" W PROPOSED FIRE SERVICE 8" F PROPOSED WATER APPURTENANCES EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN KEY: EXISTING WATER QUALITY STRUCTURE LIDS TO BE REPLACED AND RAISED 1 PROPOSED COMMERCIAL SANITARY SEWER SERVICE 2 PROPOSED 6-INCH SANITARY SEWER (SEE NOTE 10) 6 PROPOSED 2-INCH WATER METER AND SERVICE 8 PROPOSED 8-INCH FIRE SERVICE 9 10 PROPOSED ROOF DRAIN 3 PROPOSED INLET AND STORM DRAIN RELOCATED {" METER AND WATER SERVICE TO RANCH-WAY PROPERTY} 11 EXISTING TELEPHONE PEDESTAL TO BE REPLACED (SEE NOTE 13) PROPOSED RESIDENTIAL SANITARY SEWER SERVICE 4 PROPOSED GREASE INTERCEPTOR (SEE MECH. DRAWINGS FOR CONTINUATION AND DETAILS) 5 EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING DUCT BANK E FO PROPOSED CABLE TELEVISION CTV EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE PROPOSED SAWCUT 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C200 HORIZONTAL CONTROL PLAN K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: NOTES: Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. PROPOSED SIGN PROPOSED STORM INLET PROPOSED CONCRETE PROPOSED 1.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED SWALE PROPERTY BOUNDARY APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CURB & GUTTER EXISTING TREES EXISTING CONCRETE EXISTING RIGHT-OF-WAY PROPOSED COLORED CONCRETE EXISTING 100-YEAR FLOODPLAIN PROPOSED ASPHALT PAVEMENT EXISTING TOP OF BANK PROPOSED RETAINING WALL EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 36" STORM DRAIN EXISTING 100' LINDEN STREET RIGHT-OF-WAY No. Revisions: By: Date: REVIEWED BY: R. Provencio DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/12 PROJECT: 685-002 Sheet Of 7 Sheets RIVER DISTRICT BLOCK ONE MIXED USE T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 07/17/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C100 & DEMOLITION PLAN EXISTING CONDITIONS K. Brazelton K. Brazelton 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING DUCT BANK EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY Northern Engineering Services, Inc. Date: October, 2011 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL VAULT ELEC � � � CONTROL IRR 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH APPROVED LANDSCAPE DRAWINGS. 4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.CONTRACTOR SHALL CONTACT CENTURYLINK TO COORDINATE THE REPLACEMENT OR RESETTING OF THE EXISTING TELEPHONE PEDESTAL WITH THE PLACEMENT OF NEW CENTURYLINK TELEPHONE LINES FOR THE PROJECT. {8.A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR THE REMOVAL OF EXISTING CONCRETE AND TREES WITHIN THE FEMA FLOODWAY. NOTE THAT ANY CONSTRUCTION WITHIN THE FEMA FLOODWAY WILL REQUIRE A CITY NO-RISE CERTIFICATION. CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS FLOODPLAIN ADMINISTRATOR PRIOR TO CONSTRUCTION TO OBTAIN ALL REQUIREMENTS FOR DEMOLITION/CONSTRUCTION WITHIN THE FEMA 0.5-FOOT FLOODWAY. ONCE CONSTRUCTION WITHIN THE FEMA FLOODWAY IS COMPLETE A POST-CONSTRUCTION SURVEY SHALL BE COMPLETED TO ENSURE THAT THE ELEVATIONS WITHIN THE FLOODWAY HAVE NOT INCREASED BY MORE THAN 0.01-FEET. 9.THE FOLLOWING FLOODWAY REGULATIONS MUST BE MET: -NO FILL IS ALLOWED IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO RISE". -LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAY WITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". -NO STORAGE OF MATERIALS OR EQUIPMENT IN THE FLOODWAY. -NO RISE CERTIFICATION REQUIRED BOTH FOR PRE-CONSTRUCTION AND REMOVE EXISTING TREES REMOVE EXISTING UNDERGROUND ELECTRIC / / / / / / / / / / / / / / / / / E / / / / / / / / / / / / / / / / REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / EXISTING FIBER OPTICS FO EXISTING GAS G APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING 100-YEAR FLOODPLAIN REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING STRUCTURE EXISTING ELECTRIC E FO EXISTING TOP OF BANK EXISTING 0.5-FOOT FLOODWAY EXISTING RIVER'S EDGE WESTERLY CORNER OF BLOCK 1 ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 NORTH REVIEWED BY: G. Gilliland DESIGNED BY: DRAWN BY: SCALE: DATE: 7/17/12 PROJECT: 685-002 Sheet Of 1 Sheet RIVER DISTRICT BLOCK ONE MIXED USE PLAT NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown RANGE: hereon. TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. __________________________________ Gerald D. Gilliland Colorado Registered Professional Land Surveyor No. 14823 CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:________________________________________ Address: ________________________________________ ________________________________________ Registration No.:__________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer PLANNING APPROVAL By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Planning NOTE: All information regarding easements, right-of-way or title of record, Northern Engineering relied upon File Number 580-F0391069-383-JNB, dated October 4, 2011, prepared by Fidelity National Title Company. OWNER: BY:_________________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by _____________________________________________, Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all men by these presents, that the undersigned owner(s) of the following described land: A tract of land being a portion of Block 1, City of Fort Collins and a portion of the Northwest Quarter of Section 12, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the Northwest line of Block 1, City of Fort Collins bearing North 41°41'10" East and with all bearings contained herein relative thereto: COMMENCING at the most westerly corner of said Block 1, thence along the northwesterly line of Block 1, North 41°41'10" East, 250.00 feet to the POINT OF BEGINNING; thence continuing along said northwesterly line, North 41°41’10” East, 214.00 feet; thence, South 38°04’50” East, 163.45 feet; thence, South 04°53’10” West, 231.00 feet; thence, North 48°18’50” West, 299.24 feet to the POINT OF BEGINNING, contains 1.030 acres, more or less. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known BLOCK 1 (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land. PLAT OF RIVER DISTRICT BLOCK ONE MIXED USE BEING A PORTION OF BLOCK 1, CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1 SECTION 12, T7N, R69W CITY OF FORT COLLINS, COLORADO N.A. L. Smith N.A. 12 7N 69 W of the 6th PM PROJECT LOCATION VICINITY MAP NORTH 1"=2000' N48�50'00"W (R) - RECORDED BEARING PROJECT BENCHMARKS: BENCHMARK #1: City of Fort Collins Benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street. Elevation= 4960.55 BENCHMARK #2: City of Fort Collins Benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 Basis of Bearings Basis of Bearings is the Northwest line of Block 10, City of Fort Collins bearing North 41°41'10" East (assumed bearing). 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for River Distric Block One Mixed Use dated July 17, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street. Elevation= 4960.55 City of Fort Collins benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: (The following are proposedvariances to be requested in a letter to the City of Fort Collins prior to public hearing for this project.) A. LINDEN STREET: 9-foot utility easement along the south side of Linden Street B. HIGH VOLUME DRIVEWAY: 24-foot minimum driveway width CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. 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 BMPs are 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 City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. 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 waters of the United States. 11. 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 thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage for River District Block One Mixed Use dated July 17, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL PROJECT TEAM: BHA Design, Inc. 1603 Oakridge Drive, Suite 100 Fort Collins, CO 80525 (970) 223-7577 RB+B Architects, Inc. 315 E�� M�� A�� F�� C��, CO 80524 (970) 484-0117 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. Earth Engineering Consultants, Inc. 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 PHONE NUMBER Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. 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. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL VICINITY MAP NORTH 1"=2000' GEOTECHNICAL ENGINEER SUBSURFACE UTILITY LOCATES** BUILDING ARCHITECT SITE ENGINEER SURVEYOR BENCHMARK #1: City of Fort Collins Benchmark 4-00 Located in the sidewalk at the southwest end of the Poudre River bridge on Linden Street . Elevation= 4960.55 BENCHMARK #2: City of Fort Collins Benchmark 5-00 Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation= 4974.87 Basis of Bearings Basis of Bearings is the Northwest line of Block 10, City of Fort Collins bearing North 41�41'10" East (assumed bearing). Northern Engineering Services, Inc NE Project No. 685-001 Date: October, 2011 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc. "SUBSURFACE EXPLORATION REPORT 418 LINDEN STREET FORT COLLINS, COLORADO" EEC Project No. 1112066 Date: October 25, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES C100 EXISTING CONDITIONS & DEMOLITION PLAN GRADING PLAN C300 C400 UTILITY PLAN C200 SUBDIVISION PLAT (FOR REFERENCE ONLY) C500 DRAINAGE EXHIBIT HORIZONTAL CONTROL PLAN RIVER DISTRICT BLOCK ONE MIXED USE BEING A PORTION OF BLOCK 1, CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Encompass Technologies 324 J�� S�� F�� C��, CO 80524 (970) 449-8000 DEVELOPER/APPLICANT