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Home My WebLink AboutSCOTT PLAZA - PDP - PDP130032 - PLANS - UTILITY PLANSW. PLUM ST. SHIELDS ST. MULBERRY ST. TAFT HILL RD. ELIZABETH ST. W. PROSPECT RD. MOUNTAIN AVE. PROJECT SITE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 DEVELOPER/APPLICANT CONTACT INFORMATION PROJECT TEAM: R�� D��, I��. L�� R��, ASLA, ULI, RLA 401 W�� M�� A�� F�� C��, C�� 80521 (970) 224-5828 T�� F�� C��, LLC J�� T�� 7825 E. G�� S��, S�� 102 S��, AZ 85260 (888) 446-3344 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 FIBER OPTICS-- Colorado State University------------ Kurt Davis (970) 491-0187 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. NOVEMBER 2013 N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C�� UTILITY �� F�� PLAN C��, APPROVAL C�� D�� D�� D�� D�� D�� D�� APPROVED: C�� E�� T�� E�� P�� & R�� S�� U�� W�� & W�� U�� CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C001 CONSTRUCTION NOTES GENERAL AND A. R�� X � � T T T T T T T T T T T T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV M M X X X X � � X X X � � � TELE X X X X X X X X X WV 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS X X X WV ELEC X X X X X � � X X X E 8" SS 8" SS 8" SS 8" SS X X X X X X X X X X X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X TF �� 1113 � �� , �� 80521 �� 1220 � �� , �� 80521 �� 1209 � �� , �� 80521 EXISTING 24' PUBLIC ACCESS EASEMENT 30' EMERGENCY ACCESS, ACCESS, DRAINAGE & UTILITY EASEMENT EXISTING ASPHALT PARKING LOT �� . (�� 25' ��) PLUM STREET (ROW VARIES) TRASH DETENTION VAULT R15' R15' R15' R15' 6.5' ADD'L ROW GROUND FLOOR COMMERCIAL N�. R��: B�: D��: REVIEWED BY: � � � � X � � T T T CTV CTV CTV � � TELE X X X X X X X X X WV 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS WV ELEC X X X X X � � X X X 8" SS 8" SS 8" SS 8" SS VAULT F.O. CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G E E E 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W W W W X X X X X X X X X X X X X X TF X X X X X X X X X X X X X X X X X X E E E X X X X X X X X X G EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING �� 1113 � �� , �� 80521 EXISTING BUILDING �� 1209 � �� , �� 80521 EXISTING 24' PUBLIC ACCESS EASEMENT FFE=32.17 FFE=32.50 FFE=31.54 �� 1220 � �� , �� 80521 FFE=32.50 EXISTING ASPHALT PARKING LOT �� . (�� 25' ��) PLUM STREET (ROW VARIES) TRASH DETENTION VAULT UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD X T T T TELE X X X X X X X X X ELEC X X X X X X X X E E T T T T T T T T T T T T T T T T T T T X X X X X X X X X T T T T E E E E E E E E E E E E E E E E E G E/TV E/TV E/TV X X X X X X X X X X X X X X EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING �� 1113 � �� , �� 80521 �� 1209 � �� , �� 80521 EXISTING BUILDING 5 3 1 2 4 1 0.66 4 0.02 �� 2 0.03 3 0.12 5 0.35 �� 1220 � �� , �� 80521 EXISTING ASPHALT PARKING LOT �� . (�� 25' ��) PLUM STREET (ROW VARIES) TRASH DETENTION VAULT N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 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 A. R�� C. B�� 1"=20' 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY BENCHMARK BENCHMARK #1: C�� F�� C�� B�� 19-97 A� �� W�� E�� S�� S��, �� . E��=5022.56 BENCHMARK #2: C�� F�� C�� B�� 20-97 A� �� W�� E�� C�� A��, �� . E��=5046.97 NOTES: 1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR SCOTT PLAZA" BY NORTHERN ENGINEERING, DATED �SEPTEMBER 11, 2013� FOR ADDITIONAL INFORMATION.� � BASIN DESIGNATION BASIN AREA (AC) PROPOSED PERMEABLE PAVERS FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION A 0.67 �PERMEABLE PAVER SECTION � 2" BEDDING 8" SUB-BASE (MIN.) SUB-GRADE ��" JOINTS HAND TIGHT 4" BASE TYPICAL PAVER SECTION 3 ��" AQUA-BRIC EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY B�� A�� (��) T�� T�� LID ? P�� 1 0.66 S�� F�� 56% 2 0.03 P�� P�� 3% 3 0.12 P�� P�� 10% 4 0.02 �� 0% 5 0.35 P�� P�� 29% T�� 1.18 - - 98% 1.REFER TO PLANS BY RIPLEY DESIGN FOR ADDITIONAL INFORMATION. 2.REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. �3.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. �4.BASE BID PAVERS SHALL BE AQUA-BRIC ASHLAR BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' THREE-COLOR BLEND. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR HAS THE OPTION TO PROVIDE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). PROPOSED UNDERDRAIN UD PROPOSED DRY WELL LID SUMMARY TABLES: P��1 A��2 (��.��.) LID ? P�� T�� C��/A�� 1,000 �� 5% P�� P�� 20,000 �� 95% T�� 21,000 - 100% 1. R�� "��/��" �� . 2. O�� . N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 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 A. R�� C. B�� 1"=20' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER PROPOSED ELECTRIC TRANSFORMER TF 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL EXISTING RIGHT OF WAY NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 PROPOSED RIGHT OF WAY W W 6" W 6" W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T X X X X X X X X X � � � T T T T T 6" W E E E E E E E E E E E E E E E E E E 6" W 6" W G 6" W 6" W F E/TV E/TV E/TV 6" W F S S S S X X X X X X X X X X X X X X TF F S W FDC W F F W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EXISTING BUILDING 30' EMERGENCY ACCESS, ACCESS, DRAINAGE & UTILITY EASEMENT EXISTING BUILDING EXISTING BUILDING �� 1113 � �� , �� 80521 �� 1220 � �� , �� 80521 EXISTING BUILDING �� 1209 � �� , �� 80521 EXISTING 24' PUBLIC ACCESS EASEMENT F F EXISTING ASPHALT PARKING LOT �� . (�� 25' ��) PLUM STREET (ROW VARIES) TRASH DETENTION VAULT 24' ACCESS, EMERGENCY ACCESS, DRAINAGE & UTILITY EASEMENT ACCESS, DRAINAGE & UTILITY EASEMENT N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 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 A. R�� C. B�� 1"=20' NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 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.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.FIRE LINES SHALL BE STUBBED INSIDE THE RISER ROOM AND CAPPED 1' ABOVE THE FINISHED FLOOR ELEVATION. �8.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. � 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. � � EXISTING RIGHT OF WAY EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W W G G T T E E EXISTING STORM SEWER ST ST EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER SS SS PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT FDC PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� TF W PROPOSED RIGHT OF WAY PROPOSED UNDERDRAIN UD N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 C200 PAVING PLAN A. R�� C. B�� 1"=20' PROPERTY BOUNDARY PROPOSED EASEMENT LINE 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.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. �6.BASE BID PAVERS SHALL BE AQUA-BRIC ASHLAR BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' THREE-COLOR BLEND. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR HAS THE OPTION TO PROVIDE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). PERMEABLE PAVERS PROPOSED CURB & GUTTER PRIVATE CONCRETE PAVING EXISTING ROW PUBLIC CONCRETE PAVING C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� PROPOSED ROW PROPOSED ASPHALT PATCH NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 LEGEND: VAULT F.O. CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W W W W W W 6" W 6" W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T X X X X X X 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W W W W W W W W W W W 4" SS 4" SS 4" SS W W W W W W W W W W W X X X X X � � � T T T T T 6" W E E E E E E E E E E E E E E E E E E 6" W 6" W G 6" W 6" W F E/TV E/TV E/TV 6" W F W S S S S CO CO CO CO CO 1201 PLUM ST. EXISTING BUILDING (TO BE REMOVED) 1205 PLEM ST. EXISTING BUILDING (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) �� 1113 � �� , �� 80521 �� 1220 � �� , �� 80521 �� 1209 � �� , �� 80521 EXISTING ASPHALT PARKING LOT SCOTT AVE. (25' ROW TO BE VACATED) PLUM STREET (ROW VARIES) EXISTING 24' PUBLIC ACCESS EASEMENT 809 SCOTT AVE. EXISTING BUILDING (TO BE REMOVED) 813 SCOTT AVE. EXISTING BUILDING (TO BE REMOVED) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: N��. 6, 2013 PROJECT: 948-001 S�� O� 7 S�� SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 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 AND A. R�� C. B�� 1"=20' C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. E�� P�� CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: 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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.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.� 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.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. �8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.� EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: N�� 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: D�� 2008; A�� 2011 EXISTING ELEC/TV E/TV W �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 () 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 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 C. B�� N.A. A. GENERAL NOTES 1. A�� , ��, �� L�� C�� U�� A�� S�� S�� . W�� , �� , �� . A�� C�� F�� C��. 2. A�� , �� . 3. T�� C�� F�� C�� E��. U�� C�� F�� C�� . 4. T�� , �� /�� , �� C�� F�� C��, �� '� ��, �� , �� C�� F�� C�� E�� . F��, �� , �� C�� F�� C��, �� , �� , ��, �� . 5. A�� , �� "��" �� , �� C�� F�� C�� C�� F�� C�� E��. 6. T�� , ��, �� . I� �� D�� . T�� D�� . 7. T�� D�� U�� N�� C�� C�� (UNCC) �� 1-800-922-1987, �� 2 �� , �� . O�� (�.�. �� / �� ) �� . U�� . I� �� D�� . 8. T�� D�� . 9. I� � �� /�� , �� D�� . D�� (�) �� C�� F�� C�� . 10. T�� D�� C�� F�� C��, �� , �� . T�� D�� , �� , �� . 11. N� �� , �� D�� . N�� 2 �� . A� �� , � ��-�� . 12. T�� D�� . I� ��, �� . 13. T�� 4.5 �� 5.5 �� W�� U��. 14. A S�� C�� D�� W�� D�� P�� , ��, �� U�� S��. 15. T�� D�� C�� P�� S�� W�� D�� (C�� C�� D�� H��, W�� Q�� C�� D��, (303) 692-3590), �� S�� W�� M�� P��, �� E�� C�� P��. 16. T�� C�� F�� C�� . M�� (�). 17. P�� C�� F�� C��, �� , �� , �� S�� U�� D��. C�� S�� U�� D�� . F�� , �� S�� U�� D�� D�� A��. 18. T�� C�� F�� C�� D�� , �� , �� C�� F�� C�� , ��, ��/�� . 19. A�� P�� D�� E�� C�� R�� S�� P�� N�� 6, 2013�� N�� E�� . 20. T�� E�� C�� P��. A�� D��, �� . 21. T�� D�� . M�� 24 �� (�.�. �� , �� -�� , ��.) �� C�� F�� C�� . 22. N� �� R��-��-W�� R��-��-W�� P�� D�� C�� P�� , �� . 23. T�� D�� . T�� D�� C�� F�� C�� I�� (F�� C�� - 221-6605) �� C�� F�� C�� E�� C�� I�� (F�� C�� - 221-6700) �� 2 �� , �� . I� �� C�� F�� C�� E�� , �� D�� E�� . H��, �� C�� F�� C�� . 24. T�� D�� P�� R��-��-W�� , ��, �� . I� �� /�� , �� D�� -�� , �� D�� C�� F�� C��' �� (�). R�� , �� /�� P�� E��. T�� I�� 10 �� . P�� , ��, ��, �� C�� F�� C�� E�� . 25. T�� , ��, �� C�� F�� C�� . T�� C�� F�� C�� . A�� C�� F�� C�� . 26. A�� . F�� , �� /� �� . A�� . 27. P�� L�� C�� . T�� L�� C�� F�� P�� R�� . 28. A�� W�� F�� H�� A�� W�� F�� H�� A�� M�� R�� . 29. P�� , �� L�� E�� F�� . 30. T�� D�� , �� , ��, ��, ��, �� , �� . R�� OSHA P�� 2226, E�� T��. 31. T�� D�� C�� T�� C�� P��, �� MUTCD, �� R��-��-W�� . (T�� C�� F�� C��, L�� C��, C��), �� , �� , �� , �� R��-��-W��. T�� D�� E �� . 32. P�� , �� C�� F�� C�� T�� O�� D��, �� , ��, �� , �� . 33. T�� D�� D�� D��'� �� . I� ��, �� D�� D��. 34. T�� S��, �� C�� F�� C�� E��, �� S�� , �� L�� C��. 35. T�� D�� , �� , �� , ��, �� , �� . 36. D�� . I� �� , �� D�� , �� -�� . 37. T�� D�� , �� , �� (1) �� , �� (1) �� , �� . 38. I�, �� , �� , �� D�� D�� C�� F�� C�� E�� . 39. T�� D�� -�� , �� L�� C��'� I�� . U�� , �� (�) �� C�� F�� C�� E��. 40. T�� D�� , �� , �� (2) �� . T�� : C�� F�� C�� B��19-97 A� �� W�� E�� S�� S��, �� . E��=5022.56 C�� F�� C�� B��20-97 A� �� W�� E�� C�� A��, �� . E��=5046.97 41. A�� . 42. D�� , �� , �� , ��, ��, ��, �� , ��, ��, �� , �� , �� D��'� ��, �� , �� /�� C�� O��. 43. W�� , �� . T�� C�� F�� C�� C�� I�� . P�� C�� F�� C�� S�� R�� S��. T�� . A�� -�� . I� �� , �� , �� , �� . T�� L�� C�� E�� /�� C�� F�� C�� I�� . 44. U�� , �� , �� , �� , �� . 45. S�� H�� "T" ��. 46. A�� C�� F�� C��, �� . 47. T�� C�� F�� C�� , �� , �� : N.A. 48. A�� V�� : �. M�� LCUASS �� 8' �� 6.5'. �. M�� P�� S��. CONSTRUCTION NOTES A. G�� E�� C�� N�� 1. T�� -�� (24) �� . 2. T�� -�� . 3. A�� (��, ��, ��, ��). A�� , �� , �� . 4. A� �� , �� D�� -�� . T�� D�� . 5. P��-�� . R�� (�) �� , �� . 6. A�� (��, ��, �� , ��, ��, ��.) �� , ��, �� BMP� �� . N� �� -��-�� (30) �� (�.�. ��/��, ��, ��.) �� , �� C��/C��. 7. I� �� , �� (��) �� : �. B� �� (2) �� . �. R�� . �. B� �� . 8. W�� , �� D�� . 9. T�� , ��, �� , �� . 10. A�� , �� , �� U�� S��. 11. N� �� (10) �� . A�� , ��, �� . A�� (30) �� . 12. T�� C��/C�� H�� A�� (HOA). 13. C�� O�� C�� D�� P�� S�� (CDPS) �� . P�� , �� , �� , ��, �� , ��, �� . T�� , ��, �� . 14. A �� . T�� (50) �� . U�� . 15. C�� . T�� D�� , �� C��. 16. F�� S�� M�� P�� / E�� C�� R�� S�� P��. B. S�� I�� N�� 1. A�� G�� N�� S�� I�� N�� . 2. A �� , �� C�� E��, �� C�� F�� C�� E�� , �� , (�� 8 �� ). T�� . 3. W�� , �� , � �� 12 �� , �� . T�� D�� . W�� C�� F�� C�� E�� F�� C��. 4. S�� 12 �� -�� . N� �� C�� F�� C�� E��. 5. F�. C�� . V�� . V�� . 6. W�� , �� . T�� I�� . C�� C�� 25, R�� R��. T�� . T�� C�� F�� C�� E��. A�� . 7. A�� M.U.T.C.D. (�� C�� ) �� R��-��-W�� W�� P�� . 8. T�� D�� C�� F�� C�� I�� . G�� 1/4 �� 5 �� , �� , �� . 9. P�� H.B.P. �� /�� (�� ) �� (�� ), � �� "�� " �� . T�� /�� GVW �� 50,000 ��. �� 18,000 ��. �� 90 �.�.�.�. "P�� " �� 3 �.�.�. A�� , �� C�� F�� C�� E��, �� , �� , ��-�� . T�� C�� F�� C�� E�� 24 �� "�� ." A�� "�� " �� I��. C. T�� S�� P�� M�� C�� N�� 1. A�� G�� N�� , �� T�� S�� M�� C�� N�� . 2. A�� , �� , ONLYS, ��, �� , ��. �� -�� -��. 3. A�� C�� F�� C�� S�� MUTCD. 4. A�� . 5. A�� . 6. P�� , �� D�� . T�� C�� F�� C�� T�� E�� . 7. P��-�� -�� P�� /�� S��. 8. E�� CDOT S�� S�� R�� B�� C��. 9. A�� . 10. A�� -�� S��. 11. A �� C�� F�� C�� T�� E��. A�� 2-�� . 12. T�� D�� . 13. S�� . 14. S�� . P�� ,�� C�� F�� C�� T�� E�� /�� C�� F�� C�� T�� E�� MUTCD �� CDOT M �� S S��. A�� 2-�� (�� ). 15. S�� /��. R�� C�� 14, T�� C�� D��, �� . D. S�� D�� N�� 1. T�� C�� F�� C�� . M�� (�). 2. A�� P�� D�� E�� C�� R�� S�� P�� N�� 6, 2013 �� N�� E�� . 3. P�� C�� F�� C��, �� , �� , �� S�� U�� D��. C�� S�� U�� D�� . F�� , �� S�� U�� D�� D�� A��. E. U�� N�� 1. A�� C�� F�� C�� U�� . 2. T�� 4.5 �� 5.5 �� . 3. W�� -�� D.I.P, �� PVC �� . 4. HDPE �� 1-1/2 �� 2 �� . T�� AWWA 901, NSF S�� 61 �� ASTM. T�� HDPE �� SDR 9 �� 200 ��. S�� . T�� HDPE ��, �� . T�� C�� W�� D�� 25. SHEET INDEX UTILITY PLANS FOR A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SCOTT PLAZA GEOTECHNICAL ENGINEER T�� C��, I��. E�� B��, PE 301 N�� H�� S�� F�� C��, C�� 80521 (970) 484-0359 PHONE NUMBER SITE ENGINEER N�� E�� S��, I��. N�� H��, PE, LEED AP 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 (970) 221-4158 SURVEYOR N�� E�� S��, I��. G�� G��, PLS 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT TRAFFIC ENGINEER D�� A�� J�� D�� 2272 G�� H�� D�� L��, C�� 80538 (970) 669-2061 S��W��, LLC 7000 N. B�� B�� 3, S�� 306 D��, C�� 80221 (303) 650-8680 SUBSURFACE UTILITY LOCATES** ■�� ■�� ■ *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. ■�� ■�� ■ VICINITY MAP NORTH 1"=2000' 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: BENCHMARK #1: City of Fort Collins Benchmark 19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 BENCHMARK #2: City of Fort Collins Benchmark 20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 B�� B�� The Basis of Bearing is the South line of the Southeast Quarter of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing North 89°04'20" West. ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEYS: NORTHERN ENGINEERING SERVICES DATE: December 2008; August 2011 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: C000 C001 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� COVER SHEET GENERAL AND CONSTRUCTION NOTES No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: Nov. 6, 2013 PROJECT: 948-001 Sheet Of 7 Sheets SCOTT PLAZA T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 11/06/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C000 COVER SHEET A.Reese C. Bowen N.A. C100 EXISTING CONDITIONS AND DEMOLITION PLAN C200 PAVING PLAN C300 UTILITY PLAN C400 GRADING PLAN C500 DRAINAGE EXHIBIT ARCHITECT J�� L��, AIA, LEED AP V�� F�� L�� A�� 401 M�� A��, S�� 100 F�� C��, C�� 80521 (970) 224-1191 ��