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Home My WebLink AboutLINDEN STREET PARKING LOT (FORMERLY JEFFERSON STREET PARKING LOT) - PDP - PDP150001 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW. MOUNTAIN AVE RIVERSIDE AVE. LINDEN ST. WILLOW ST. E. LINCOLN AVE. JEFFERSON ST. CHERRY ST. MAPLE ST. MASON ST. HOWES ST. LAPORTE AVE. N. COLLEGE AVE. POUDRE RIVER Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C000 COVER SHEET N. Haws A. Boese 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 Know what'sbelow. Call before you dig. R City Engineer Date Date Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C001 COVER SHEET N. Haws A. Boese NTS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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. VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC � � � ELEC ELEC �2� �� VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT CONTROL IRR � VAULT ELEC �� WV � � � �.�. X X X X X X X X X X �497 SF CONCRETE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) UNION PACIFIC RAILROAD COMPANY �� 7 X X X X X X X X X X JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) �� 7 �� 13 �� 2 �� 4 �� 6 �� 10 �� 12 �� 14 �� 5 �� 7 �� 11 �� 13 �� 15 UNION PACIFIC RAILROAD COMPANY 4 5 1 5 5 5 5 4 4 4 2 1 1 1 ASPHALT PARKING AREA PAVER PARKING AREA EXISTING CONCRETE DRIVEWAY APRON PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED ACCESS RAMP PROPOSED SEAT WALL PROPOSED SEAT WALL PROPOSED SEAT WALL 2 5 1 1 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC � � � ELEC ELEC � VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT CONTROL IRR � VAULT ELEC �� WV � � � �.�. X X X X X X X X X X JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) BLOCK 7 BLOCK 13 79.13 VAULT ELEC VAULT ELEC T VAULT ELEC VAULT ELEC ELEC ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT � X X X JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 77.64 76.94 74.23 SUB 76.82 74.12 SUB 0.5% 0.5% 75.02 77.82 SUB 78.31 74.88 SUB 0.5% 0.5% PERMEABLE PAVER PARKING AREA DRAIN BASIN 1 INV. OUT=4974.11 (E) FL=4976.8� 49.00 LF 8" PVC @ 0.50% EX INLET VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC � � � ELEC ELEC � VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT CONTROL IRR � VAULT ELEC �� WV � � � �.�. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 EXISTING INLET UD UD UD UD UD VAULT ELEC VAULT ELEC T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELEC R R VAULT ELEC � � � ELEC ELEC � VAULT ELEC VAULT ELEC TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT CONTROL IRR � VAULT ELEC �� WV � � � �.�. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X IP IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF VTC UD UD UD UD UD UD UD UD UD UD IP VTC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C500 EROSION CONTROL PLAN N. Haws A. Boese 1"=20' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 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 Know what'sbelow. Call before you dig. R NORTH NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. 4953 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER BENCHMARK/BASIS OF BEARING: City of Fort Collins Benchmark 5-00 On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation=4978.05 City of Fort Collins Benchmark 1-13 Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation=4979.75 Basis of Bearings: Southeasterly line of Block 7, City of Fort Collins as bearing South 41� 33' 23" West BALE OUTLET PROTECTION BOP INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF SF RIPRAP RP {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. }4.REFER TO THE {PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR LINDEN STREET PARKING LOT DATED JANUARY 7, 2015} BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: WATTLE DIKE WD CONCRETE WASH AREA CWA SEDIMENT TRAP ST EROSION CONTROL NOTES: UD UD UD UD UD PAVER OUTLET STRUCTURE PAVER OUTFALL EXISTING INLET 1 0.41 2 0.16 1 JEFFERSON STREET (70' PUBLIC R.O.W.) LINDEN STREET (100' PUBLIC R.O.W.) Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C400 DRAINAGE EXHIBIT N. Haws A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM DRAIN PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT 1 FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROJECT BENCHMARKS NOTES: 1. REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORTFOR LINDEN STREET PARKING LOT" BY NORTHERN ENGINEERING, DATED JANUARY 7, 2015FOR ADDITIONAL INFORMATION. BASIN DESIGNATION BASIN AREA (AC) FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED UNDERDRAIN UD PERMEABLE PAVERS PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00 NAVD88 Elevation= 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13 NAVD88 Elevation= 4979.75 1 X.XXX City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 Know what'sbelow. Call before you dig. R INV. IN=4973.87 (W) GRATE=4975.27 75.27 78.07 SUB 78.73 75.26 SUB 78.39 75.17 SUB 78.47 75.25 SUB 74.80 SUB 74.71 SUB 74.79 SUB 77.49 77.97 77.97 75.06 SUB 77.87 74.89 SUB 77.53 74.79 SUB 77.26 74.67 SUB 77.14 74.61 SUB 77.09 74.51 SUB 77.00 74.45 SUB 76.89 74.12 SUB 4.4% 0.5% 0.5% 0.5% 0.5% 0.5% 74.76 SUB 77.38 ASPHALT PARKING AREA EXISTING 6' WALK THICKENED CONCRETE EDGE Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C301 SUBGRADE PLAN N. Haws A. Boese 1"=10' ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET 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 Know what'sbelow. Call before you dig. R NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner LEGEND: PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 5. DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 6. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 7. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 8. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 9. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 10. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 11. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 12. THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 13. BASE BID PAVERS SHALL BE AQUA-BRIC (ASHLAR) BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45� HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 14. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 15. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 16. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO CONSTRUCTION TO FULLY UNDERSTAND THE EXISTING AND PLANNED FUTURE UTILITIES WITHIN THE FORMER SCOTT AVENUE CORRIDOR. PROVISIONS SHOULD BE MADE TO MINIMIZE FUTURE DISTURBANCE TO THE PERMEABLE PAVER SYSTEM. THIS MAY INCLUDE PLACING UTILITIES UNDER OR AROUND THE SUB-BASE SECTION, OR PROVIDING SUFFICIENT CONDUITS AS THE AGGREGATE COURSES ARE BEING INSTALLED. ALL PENETRATIONS THROUGH CONCRETE WALLS SHALL RECEIVE Z-LOK BOOT CONNECTOR (OR APPROVED EQUAL). NOTES: 2.0% EXISTING SPOT ELEVATION PROPOSED UNDERDRAIN PROPOSED PVC STORM PROPOSED EDGE RESTRAINT UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 (33.43) SUB TM NOT TO SCALE TYPICAL PAVER SECTION @ UNDERDRAIN TM PERMEABLE PAVER OUTFALL EXTEND FABRIC 24"-36" {NOTES: }1.APPLY COAL TAR COATING TO INSIDE FACE OF CUTOFF WALL. 2.APPLY COATING IN TWO COATS TO MINIMUM 12-MIL DRY-FILM THICKNESS PER COAT. 3.PROVIDE Z-LOK BOOT CONNECTOR (OR APPROVED EQUAL) AT ALL PIPE PENETRATIONS. 4.CONCRETE CUTOFF WALL AND BOOT MAY BE OMITTED ON SUBDRAIN B. IF OMITTED, CONTRACTOR SHALL PROVIDE GEOFABRIC CLOAKING AROUND PIPE INSTEAD. 6" PERMEABLE PAVERS 78.38 78.90 78.62 78.54 78.49 78.54 78.82 78.39 78.11 78.00 78.00 77.55 77.66 76.95 76.93 76.90 (76.53) (76.72) 77.20 77.32 77.18 77.18 77.26 77.42 77.73 77.63 77.58 77.67 77.74 77.84 78.19 78.09 78.04 78.17 78.25 78.35 78.46 78.36 78.32 78.54 78.55 78.58 (78.51) 2.3% 2.1% 79.35 78.45 78.51 UD UD UD UD UD UD UD UD UD UD PROPOSED PAVER OUTLET BASIN TIE TO EXISTING STORM INLET PROPOSED ACCESS RAMP 76.80 77.51 SIDEWALK CHASE 78.51 78.57 78.85 78.26 EXISTING 6' WALK 77.39 EXISTING �6" TIMBER WALL 77.09 2.1% 2.0% 2.2% 0.9% 2.0% 2.1% 0.9% 8" SUBDRAIN 76.86 77.21 79.06 76.98 (77.77) (78.24) (78.54) LOT 2 LOT 4 LOT 6 LOT 8 LOT 10 LOT 12 LOT 14 20' ACCESS EASEMENT Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C300 GRADING PLAN N. Haws A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 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 Know what'sbelow. Call before you dig. R NORTH LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. ALL CURB SPOT ELEVATIONS ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. NOTES: 2.0% PEDESTRIAN ACCESS RAMPS (47.45) EXISTING SPOT ELEVATION PROPOSED CURB & GUTTER PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED UNDERDRAIN UD City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 1 PROPOSED 5' SIDEWALK ASPHALT PARKING AREA 3 4 4 2 20' ACCESS EASEMENT Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C200 PAVING PLAN N. Haws A. Boese 1"=20' ( IN FEET ) 0 1 INCH = 20 FEET 20 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 Know what'sbelow. Call before you dig. R NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NOTES: 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 4. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. 5. REFER TO ARCHITECTURAL PLANS FOR PRIVATE SIGNAGE AND STRIPING INFORMATION. 6. CONCRETE PARKING AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. NORTH EXISTING RIGHT OF WAY LEGEND: PROPOSED CURB & GUTTER EASEMENT LINE PROJECT BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE PROPOSED ASPHALT PAVING PERMEABLE PAVERS LOT LINE EXISTING CONCRETE SUB-BASE DETENTION AREA PROPOSED EDGE RESTRAINT EDGE TREATMENT KEY 1 18" VERTICAL CURB & GUTTER 2 12" EDGE RESTRAINT 3 24" EDGE RESTRAINT 4 THICKENED CONCRETE EDGE 5 CURB TRANSITION 30' VACATED R.O.W. BK 1680, PG 064 EXISTING "JEFFERSON STREET PARK" SIGN TO BE REMOVED "EXISTING "NO TRESPASSING" SIGNS TO BE REMOVED EXISTING "PRIVATE PARKING" SIGNS TO BE REMOVED "NO ALCOHOL IN PARK" EXISTING 6' SIDEWALK "2 HR PARKING" �� 13 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / �85 LF CONCRETE CURB TO BE REMOVED EXISTING TREE TO REMAIN (TYP.) SAWCUT LINE EXISTING "NO PARKING" "BUS STOP" SIGN EXISTING BENCH EXISTING BENCH EXISTING INFORMATIONAL HISTORY SIGN EXISTING STORM INLET EXISTING STORM INLET EXISTING TREE TO BE REMOVE (TYP.) EXISTING WATER SPIGOT TO BE ROMVED EXISTING 1.5" WATER METER �� 2 �� 4 �� 6 �� 10 �� 12 �� 14 �� 5 �� 7 �� 11 �� 13 �� 15 UNION PACIFIC RAILROAD COMPANY EXISTING CONCRETE VAULT EXISTING TIMBER WALL EXISTING "NO PARKING" SIGN EXISTING "NO PARKING" SIGN Of 8 Sheets No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: PROJECT: 838-014 Sheet LINDEN STREET PARKING LOT T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� 01/07/15 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 DATE: JANUARY 7, 2015 C100 DEMOLITION PLAN EXISTING CONDITIONS & N. Haws A. Boese 1"=20' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 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 Know what'sbelow. Call before you dig. R NORTH EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING SANITARY SEWER EXISTING WATER EXISTING FENCE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y CONTROL IRR H2O G EXISTING LOT LINE Northern Engineering Services, Inc. Project No. 939-001 Date: August 08, 2014 ORIGINAL FIELD SURVEY BY: 8" SS 8" W EXISTING ELECTRIC E LEGEND: G T EXISTING STORM DRAIN X EXISTING PAVEMENT TO BE REMOVED EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) 1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3. AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF (1 2) OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11. ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 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. 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 6feet 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 & Erosion Control Reportfor Linden Street Parking Lotdated January 7, 2015by Northern Engineering 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 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 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 th e 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 the City of Fort Collins . 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 Larimer County's 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: PROJECT DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation: 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation: 4979.75 Basis of Bearings Southeasterly line of Block 7, City of Fort Collins as bearing South 41� 33' 23" West 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: 48. Approved Variances are listed as follows: (None) 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. 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 & Erosion Control Reportfor Linden Street Parking Lot dated January 7, 2015by Northern Engineering 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. Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner Ripley Design Inc. Brent Cooper 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 JANUARY 2015 PROJECT LOCATION VICINITY MAP NORTH 1"=1500' 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 DATUM: NAVD 88 BENCHMARK #1: City of Fort Collins Benchmark 5-00: On top of curb at the signal pole base at the Northwest corner of Linden St. and Jefferson St. Elevation: 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 1-13: Southwest corner of College Ave. and Maple St., on a concrete traffic signal base. Elevation: 4979.75 Basis of Bearings Southeasterly line of Block 7, City of Fort Collins as bearing South 41° 33' 23" West Northern Engineering Services, Inc. Project No. 838-014 Date: August 8, 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CONTACT INFORMATION PROJECT TEAM: Nick Haws, PE, LEED AP Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 Gary Gilliland, PLS Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 LANDSCAPE ARCHITECT CONTACT INFORMATION PROJECT TEAM: Blue Ocean Enterprises Brandon Grebe 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 419-7420 SHEET INDEX C000 C001 C100 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� UTILITY CONTACT LIST: * UTILITY COMPANY PHONE NUMBER COVER SHEET GENERAL AND CONSTRUCTION NOTES EXISTING CONDITIONS & DEMOLITION PLAN A PORTION OF BLOCK 7 AND A PORTION OF VACATED JEFFERSON STREET, 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 LINDEN STREET PARKING LOT UTILITY PLANS FOR OWNER/APPLICANT SITE ENGINEER SURVEYOR GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power----- Jim Spaulding (970) 416-2772 CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins------------------------Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 224-6065 SANITATION----- City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339 * 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. C301 SUBGRADE PLAN C400 DRAINAGE EXHIBIT ■�� ■�� ■ ■�� ■�� ■ C300 GRADING PLAN C200 PAVING PLAN C500 EROSION CONTROL PLAN