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HomeMy WebLinkAboutFTC CHIPPERS SC, WTE (VERIZON) - FDP - FDP180010 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSFTC CHIPPERS SC 3517 S MASON ST FORT COLLINS, COLORADO 80525 REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) SMALL CELL CONSTRUCTION DRAWINGS VICINITY MAP PROJECT AREA SITE DIRECTIONS DEPART 3131 S VAUGHN WAY, AURORA, CO 80014: HEAD SOUTH TOWARD S VAUGHN WAY. TURN RIGHT ONTO S VAUGHN WAY. TURN LEFT TO MERGE ONTO CO-83 N TOWARD INTERSTATE 225. MERGE ONTO CO-83 N. USE THE RIGHT 3 LANES TO TAKE THE INTERSTATE 225 S EXIT. MERGE ONTO I-225 S. USE THE RIGHT 2 LANES TO TAKE EXIT 1B FOR INTERSTATE 25 N TOWARD FT. COLLINS. KEEP RIGHT AND MERGE ONTO I-25 N. CONTINUE ON I-25 N TOWARDS FORT COLLINS. TAKE EXIT 265 FOR HARMONY RD. TURN LEFT ONTO E HARMONY RD. CONTINUE ON HARMONY TO ZIEGLER RD. TURN RIGHT ON ZIEGLER RD. AT THE TRAFFIC CIRCLE TAKE THE 3RD EXIT ONTO E. HORSETOOTH RD. CONTINUE ON HORSETOOTH RD TO McCLELLAND DR. TURN RIGHT ON McCLELLAND DR. DESTINATION WILL BE ON THE RIGHT IN PARKING LOT FORT COLLINS, COLORADO CLIENT PROJECT DATA CODE ANALYSIS IBC 2015 (W/LOCAL AMENDMENTS) NEC 2017 NFPA-1 (2006) U - UTILITY IIB REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) GENERAL NOTES GN-1 2 GENERAL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY DETAIL" BY RLF CONSULTING, DATED 08/02/17. 8. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 9. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) PHOTOSIMULATION VIEWS PH-1 1 PH-1 PHOTOSIMULATION VIEW (BEFORE, LOOKING EAST) SCALE: N.T.S. 3 2 PH-1 PHOTOSIMULATION VIEW (AFTER, LOOKING EAST) SCALE: N.T.S. ET AC AC AC S S S EV ET (E) 6'-0" UTILITY EASEMENT (E) 10'-0" DRAINAGE EASEMENT (E)10'-0" UTILITY EASEMENT 7'-7" SETBACK 4'-3" SETBACK 55'-0" SETBACK 39'-5" SETBACK 59'-11" SETBACK 29'-0" SETBACK 17'-3" SETBACK 11'-4" SETBACK T HIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE THERE TO APPURTENANT. Know what's below. Call before you dig. N REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 10'-0" 10'-0" THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE THERE TO APPURTENANT. Know what's below. Call before you dig. N REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) EQUIPMENT PLAN C-1 1 C-1 EQUIPMENT PLAN SCALE: 3/8"=1'-0" 5 3/8 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 1 0 1 2 4 6 8 10 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) PROPOSED 10'-0" WIDE ET S S S EV ET ET S S S EV ET LANDSCAPE PLAN C-2 6 2 C-2 LANDSCAPE PLAN (PROPOSED) SCALE: 1/16"=1'-0" N 1 C-2 LANDSCAPE PLAN (EXISTING) SCALE: 1/16"=1'-0" REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) REMOVE EXISTING LIGHT POLE AND REPLACE WITH NEW ALL-IN-ONE SMALL CELL POLE ET AC AC AC S S S EV ET 20'-0" PROPERTY LINE OFFSET PHOTOMETRIC PLAN EXISTING CONDITIONS C-3 7 N 1 C-3 PHOTOMETRIC PLAN - EXISTING SCALE: 1/16"=1'-0" REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) 1/16 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 16 0 8 16 32 64 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) McCLELLAND DR EXISTING CURB ET AC AC AC S S S EV ET 20'-0" PROPERTY LINE OFFSET PHOTOMETRIC PLAN PROPOSED C-4 8 N 1 C-4 PHOTOMETRIC PLAN - PROPOSED SCALE: 1/16"=1'-0" REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) 1/16 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 16 0 8 16 32 64 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) EXISTING CURB EXISTING 35'-0" 35'-0" 33'-0" 29'-0" 3/16 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE THERE TO APPURTENANT. Know what's below. Call before you dig. ELEVATIONS C-5 PROPOSED VERIZON RAD CENTER 33'-0" AGL 9 REMOVE EXISTING LIGHT POLE AND REPLACE WITH NEW ALL-IN-ONE SMALL CELL POLE (PAINTED AND TEXTURED TO MATCH EXISTING LIGHT POLES) 4'-10" 35'-0" 2'-2" 2'-2" REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) ALL ASSOCIATED SERVICE EQUIPMENT WITHIN POLE BASE PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE CONSTRUCTION DETAILS C-6 10 1 C-6 COMMSCOPE ALL-IN-ONE SMALL CELL POLE SCALE: 1/2"=1'-0" 1/2 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 2 0 1 2 4 8 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) PROPOSED SLENDERFORM 48 LED, 120V LIGHTING MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1 (SEE DETAIL 3/C-8) NOTE: REFER TO VENDOR PRINTS FOR MOUNTING AND WIRING 1'-3" 4'-0" MANUFACTURER: JMA MODEL: CX06OMI436-0C/5C WEIGHT: 50 LBS LENGTH: 48.0" OUTER DIAMETER: 14.6" FREQUENCY: REFER TO DATA SHEET 25.8" RRH WEIGHT: 56.8 LBS ISOMETRIC VIEW 7.3" 12" POWER AISG PORT (-48VDC) ALARM PORT CPRI 2 CPRI 1 TOP VIEW BOTTOM VIEW 7.2" 12" TOP VIEW BOTTOM VIEW POWER AISG PORT (-48VDC) ALARM PORT CPRI 2 CPRI 1 21.4" ISOMETRIC VIEW RRH WEIGHT: 53 LBS REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 4" 2'-6" 1'-6" 6" MIN. (TYP) 4" MIN. TO SECONDARY ELECTRIC 12" MIN. TO PRIMARY ELECTRIC NOTES: 1. CONTRACTOR TO ORDER HANDHOLE BOX WITH THE CORRECT NUMBER AND SIZE OF KNOCKOUTS NEEDED. 2. VERIFY DIMENSIONS OF UNIT. 24" 26" 30" BOX COVER 37 5/8" 35 3/8" 1'-4" 2'-11" 3" PLAN VIEW SIDE VIEW REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) CONSTRUCTION DETAILS (CONTINUED) C-8 12 2"Ø SCH 40 PVC FIBER ANTENNA PLAN, SCHEDULE & PLUMBING DIAGRAM A-1 13 ANTENNA & CABLE SCHEDULE SECTOR AZIMUTH MOUNTING HEIGHT ANTENNA MODEL TECHNOLOGY ANTENNA SPECIFICATIONS MECHANICAL DOWNTILT ELECTRICAL DOWNTILT CABLE SIZE CABLE LENGTH NOTES: 1. LENGTHS ARE ESTIMATES; CONTRACTOR AND/OR CONSTRUCTION MANAGER SHALL FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING. 2. ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH THE RF DEPARTMENT PRIOR TO INSTALLING ANY ANTENNAS. 2 A-1 ANTENNA & CABLE PLUMBING CONFIGURATION N.T.S. N 1 A-1 ANTENNA MOUNTING PLAN SCALE: 1"=1'-0" PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE (SEE DETAIL 4/C-7) REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 M LOAD CENTER THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE THERE TO APPURTENANT. Know what's below. Call before you dig. ONE-LINE ELEVATION & PANEL SCHEDULE E-1 14 2 E-1 ONE-LINE ELEVATION N.T.S. PROPOSED (3)-#2 AWG CU CONDUCTORS IN 3" CONDUIT FIBER DESIGN BY OTHERS 1 E-1 ONE-LINE DETAIL N.T.S. PROPOSED (3)-#2 CU CONDUCTORS, (1)-#8 GROUND PROPOSED 100A METER PROPOSED 100A SERVICE DISCONNECT FAULT AT DISCONNECT = 3,461A (L-L) PROPOSED (3)-#2 AWG CU CONDUCTORS IN 3" CONDUIT REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 S S S EV ET THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE THERE TO APPURTENANT. Know what's below. Call before you dig. UTILITY COORDINATION U-1 15 UTILITY PLAN SCHEDULE QUANTITY 1 POWER NOTES: 1. SERVICE SHALL BE 120/208V, 1Ø, 3W, 60A 2. CONTRACTOR TO COORDINATE INSPECTION AND PLACEMENT OF METER WITH THE LOCAL UTILITY COMPANY: FTC L&P CONTACT: AUSTIN KREAGER PHONE: 790-224-6152 W.O. NUMBER: TBD 1/8 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 8 0 4 8 16 32 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) 1 U-1 UTILITY PLAN SCALE: 1/8"=1'-0" ITEM LENGTH PROVIDED BY INSTALLED BY TRANSFORMER - FTC L&P FTC L&P DESCRIPTION EXISTING 120/208V, 1Ø, 3W, 75kVA 1 CONDUITS - LNE TO METER 3" PVC 130'± CONTRACTOR 3 CONDUCTORS - LINE TO METER (3) #2 AWG CU CONDUCTORS 130'± CONTRACTOR CONTRACTOR CONTRACTOR 2 DISCONNECT - CONTRACTOR LEVER-TYPE 100A FUSED CONTRACTOR 1 METER SOCKET TYP - CONTRACTOR CONTRACTOR 1 METER TYP - FTC L&P FTC L&P REVISION SCHEDULE REV 0 DATE 02-15-18 (2) (4) (3) (1) EM SGC424-VZW OR EQUAL GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW). 5/8" LOCKWASHERS, STAINLESS STEEL. WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2. 5/8" THREADED STUD WELDED DIRECTLY TO TOWER STEEL. LEGEND OR EQUAL REMARKS EM SGC412-VZW CAT. NO. ELECTRIC MOTION COMPANY MANUFACTURER GROUND BAR SCHEDULE ELECTRIC MOTION COMPANY "GALV STEEL" STEEL STAMPED ON EITHER END CADWELD AT TWO LOCATIONS NOTE: REFER TO VENDOR PRINTS FOR MOUNTING AND WIRING TYPE NC TYPE GT TYPE GL LUG TYPE HA TYPE GR TYPE VS TYPE HS TYPE SS TYPE XA TYPE PT GROUND BAR, INSIDE CITYPOLE™ #2 AWG Cu STRANDED WIRE WITH GREEN, 600V, THWN INSULATION BONDED TO TOWER STEEL OR. DOWN CONDUCTOR TO GROUND NOT REQUIRED. NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CRGB JUMPER REQUIRED ONLY FOR EASE OF CONNECTION (TYP) AND STRESS REDUCTION ON ANTENNA CONNECTORS CONNECTOR WEATHERPROOFING KIT (TYP) WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT (TYP) (SEE NOTE) TO ANTENNA #6 AWG STRANDED Cu WIRE WITH GREEN, 600V, THWN INSULATION RX1/RX2 TX1/TX2 GROUNDING PLAN & DETAILS G-1 16 3/4 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 1 0 1 2 3 4 5 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) 4 G-1 GROUNDING PLAN SCALE: 3/4"=1'-0" 2 G-1 GROUND BAR DETAIL N.T.S. 1 G-1 GROUNDING ELEVATION N.T.S. 5 G-1 TYPICAL CADWELD TYPE CONNECTIONS N.T.S. REVISION SCHEDULE REV 0 DATE 02-15-18 BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) PROPOSED QUASI OMNI ANTENNA PROPOSED GROUND ROD INSPECTION WELL (BURY 36" BFG) PROPOSED ELECTRICAL METER PROPOSED DISCONNECT 2"x12" GROUND BAR PROPOSED FIBER DEMARCATION BOX PROPOSED COMMSCOPE ALL-IN-ONE SMALL CELL POLE BASE PROPOSED RECTIFIERS (TYP OF 2) TOWER GROUND LEAD-#2 COPPER CONDUCTOR-BARE TINNED (TYP) (ATTACHED TO GROUND RING, TYP OF 2) PROPOSED AWS RRH PROPOSED GROUND LEADS FROM ANTENNA TO GROUND BAR PROPOSED OUTLET PROPOSED PCS RRH GROUND ROD W/ ACCESS XIT GROUND ROD 5/8" GALVANIZED GROUND ROD MECHANICAL TYPE CONNECTION CADWELD TYPE CONNECTION GROUND SYMBOLS: GROUNDING WIRE PROPOSED #2 AWG TOWER GROUND RING (BURY 36" BFG) PROPOSED LIGHT ATTACHED TO POLE (LIGHT TO MATCH EXISTING LIGHT FIXTURES) PROPOSED #2 AWG FROM TOWER GROUND RING TO MASTER GROUND BAR PROPOSED MASTER GROUND BAR CABLE TO ANTENNA CABLE GROUNDING CLAMP KIT #6 AWG GREEN INSULATED COPPER GROUNDING CONDUCTOR CABLE TO EQUIPMENT 3M SCOTCH SUPER 33+ VINYL ELECTRICAL TAPE (OR APPROVED EQUAL) PROPOSED COAX VAPOR WRAP SEALANT COAX TO JUMPER CONNECTION PROPOSED JUMPER 3 G-1 TYPICAL CABLE GROUNDING N.T.S. 6 G-1 WEATHERPROOFING DETAIL N.T.S. 7 G-1 ANTENNA GROUND BAR CONNECTIONS N.T.S. PROPOSED #2 GROUND FROM TOWER STEEL PROPOSED #6 GROUND LEAD TO MASTER GROUND BAR PROPOSED UNIVERSAL COAX GROUND (TYP 1 PER COAX) BY GAC 90% CDS DESCRIPTION DRAWING TITLE: DRAWING SHEET: SHEET NUMBER: SITE INFORMATION: OF 16 SITE NAME: FTC CHIPPERS SC SITE ADDRESS: 3517 S MASON ST FORT COLLINS, CO 80525 JURISDICTION: CITY OF FORT COLLINS 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AERO PROJECT #: 097-17-0101 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) PROPOSED 3" PVC CONDUIT WITH (3) #2 AWG CU CONDUCTORS EXISTING 75 kVA TRANSFORMER FAULT CURRENT=12,175A 1 RISER TYP 45'± FTC L&P FTC L&P McCLELLAND DR PROPOSED COMMSCOPE ALL-IN-ONE SMALL CELL POLE (FAULT AT DISCONNECT =3,461A) 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) EXISTING 75kVA TRANSFORMER BY FTC L&P FAULT AT TRANSFORMER = 12,175A PROPOSED 100A SERVICE DISCONNECT PROPOSED 100A LOAD CENTER 10K AIC RATED NOTES: 1. ELECTRICAL SERVICE SHALL BE 100A, 120/208V, 1Ø 3 WIRE. 2. SERVICE SHALL BE INSTALLED WITH A LEVER TYPE DISCONNECT. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED BY EQUIPMENT CABINET MANUFACTURER. 4. METER BASE BY CONTRACTOR, METER BY XCEL. SEE INTERNAL WIRING DIAGRAM PROVIDED BY MANUFACTURER FOR DETAILS. 5. VERIZON FIXED WIRELESS TOWER TO PULL 14.4A FROM ELECTRICAL SERVICE. 6. CONTRACTOR TO INSTALL SCH80 PVC FOR ALL CONDUIT SWEEPS, OTHERWISE SCH40 PVC IS ACCEPTABLE EXCEPT WHERE NOTED. 100A, 120/208V, 1Ø, 3W SUB-PANEL SCHEDULE LOAD SERVED RECTIFIER #1 SPARE GFCI VOLT AMPS VOLT AMPERES (WATTS) L1 L2 500 20A 25A TRIP CKT # PHASE CKT # TRIP L1 VOLT AMPERES L2 VOLT AMPERES 500 180 L1 L2 - 500 680 RECTIFIER #2 SPARE VOLT AMPERES (WATTS) LOAD SERVED 1 3 5 7 A C A C 2 4 6 8 25A 500 500 MAX AMPS MAX AMPS x125% X 110% FOR MAIN 1000 1180 10.5 13.1 14.4 SPARE 500 500 PROPOSED ELECTRIC SPLICE BOX PROPOSED LIGHTING CONDUCTORS (MATCH EXISTING) EXISTING LIGHTING CONDUCTORS BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) A N/A 33'-0" 0° 0° (4) 1/2 COAX 45 FT. JMA CX06OMNI436-0C/5C 48.0"(L) x 14.6"(D) 50 LBS SMALL CELL REFER TO VENDOR PRINTS FOR MOUNTING TO POLE 1 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 1 0 .5 1 2 4 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) CONFIGURATION QUASI-OMNI ANTENNA AWS RRH PCS RRH COAX CABLE (TYP) CONDUIT (AS REQUIRED) FINISHED GRADE OR PAVING. MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS COMPACTED BACKFILL 95% STANDARD PROCTOR, WITHIN 2% OF OPTIMUM MOISTURE CONTENT UTILITY WARNING TAPE UNDISTURBED SOIL BACKFILL (CLEAN GRANULAR FILL SAND) 3"Ø SCH 40 PVC POWER CONDUIT (AS REQUIRED) 1 C-8 UTILITY TRENCH DETAIL SCALE: N.T.S. 0.5 CDF SKID RESISTANT SURFACE 5/8"x4" PULL SLOT MAKE: HUBBELL 24"X36" FRP STRAIGHT WALL MODEL: B16243630A LIFTING INSERTS (4) 2 C-8 FIBER VAULT DETAIL SCALE: N.T.S. 3 C-8 LIGHT DETAIL SCALE: N.T.S. MAKE: PHILIPS SLENDERFORM 48 MODEL: SFA-48L-700-WW-G2-AR-2-120-DD-F1 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) PROPOSED ELECTRICAL METER PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE (SEE DETAIL 4/C-7) CONSTRUCTION DETAILS (CONTINUED) C-7 11 1 C-7 COMMSCOPE ALL-IN-ONE SMALL CELL POLE ELEVATION SCALE: N.T.S. 4 C-7 ANTENNA DETAIL SCALE: 1"=1'-0" 2 C-7 AWS RRH DETAIL SCALE: N.T.S. 3 C-7 PCS RRH DETAIL SCALE: N.T.S. PROPOSED DISCONNECT PROPOSED COMMSCOPE SMALL CELL POLE BASE PROPOSED OUTLET PROPOSED RECTIFIER (TYP OF 2) PROPOSED AWS RRH (SEE DETAIL 2/C-7) PROPOSED PCS RRH (SEE DETAIL 3/C-7) PROPOSED PANEL PROPOSED FIBER DEMARCATION BOX PROPOSED LIGHTING CONDUCTORS PROPOSED COAX PROPOSED LIGHTING CONDUCTORS TO CONNECT TO EXISTING GRID. CONTRACTOR TO MATCH EXISTING (SEE SHEET C-6 FOR MORE DETAIL) PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE (SEE DETAIL 4/C-7) GRADE 0'-0" AGL 2 C-5 PROPOSED ELEVATION SCALE: 3/16"=1'-0" TOP OF PROPOSED POLE 35'-0" AGL TOP OF PROPOSED LIGHT 29'-0" AGL EXISTING LIGHT POLE (TO BE REMOVED AND REPLACED) NOTE: PROPOSED LIGHTING TO CONFORM TO SECTION 3.2.4 OF THE FORT COLLINS LAND USE CODE EXISTING LANDSCAPING (ANY DISTURBED OR REMOVED LANDSCAPING WILL BE RELOCATED AND REPLACED ELSEWHERE ON THE PROPERTY) TOP OF EXISTING LIGHT POLE 35'-0" AGL EXISTING LANDSCAPING (TYP) EXISTING BUILDING GRADE 0'-0" AGL EXISTING LANDSCAPING (TYP) EXISTING BUILDING 1 C-5 EXISTING ELEVATION SCALE: 3/16"=1'-0" PROPOSED POLE MOTION SENSOR MODEL # MS-A-120V PROVIDED BY POLE MANUFACTURER (PAINT TO MATCH POLE) PROPOSED SLENDERFORM 48 LED, 120V LIGHTING MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1 (SEE DETAIL 3/C-8) BUILDING (17'-0") EXISTING BUILDING (18'-4") EXISTING BUILDING (15'-0") EXISTING BUILDING (16'-0") EXISTING LANDSCAPING (37'-2") EXISTING LANDSCAPING (35'-10") EXISTING LANDSCAPING (31'-10") EXISTING LANDSCAPING (35'-8") EXISTING LANDSCAPING (35'-8") EXISTING PROPERTY LINE McCLELLAND DR REMOVE EXISTING LIGHT POLE AND INSTALL ALL-IN-ONE SMALL CELL POLE (PAINTED AND TEXTURED TO MATCH EXISTING LIGHT POLES) PROPOSED SLENDERFORM 48 LED, 120V LIGHTING MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1 (SEE DETAIL 3/C-8) EXISTING BUILDING (17'-0") EXISTING BUILDING (18'-4") EXISTING BUILDING (15'-0") EXISTING BUILDING (16'-0") EXISTING LANDSCAPING (37'-2") EXISTING LANDSCAPING (35'-10") EXISTING LANDSCAPING (31'-10") EXISTING LANDSCAPING (35'-8") EXISTING LANDSCAPING (35'-8") EXISTING PROPERTY LINE (PAINTED AND TEXTURED TO MATCH EXISTING LIGHT POLES) 1/16 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 16 0 8 16 32 64 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) 1/16 inch = 1 ft. ( IN FEET ) GRAPHIC SCALE 16 0 8 16 32 64 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) EXISTING 37'-2" BROADLEAF TREE EXISTING 35'-10" BROADLEAF TREE EXISTING 31'-10" BROADLEAF TREE EXISTING 38'-3" BROADLEAF TREE EXISTING 35'-8" BROADLEAF TREE EXISTING 16'-0" BROADLEAF TREE EXISTING LIGHTPOLE (TO BE REMOVED) EXISTING LANDSCAPING SHRUBS WITHIN ISLAND (TYP) EXISTING CURB (TYP) EXISTING PROPERTY LINE (TYP) EXISTING LANDSCAPING (ANY DISTRUBED OR REMOVED LANDSCAPING WILL BE RELOCATED AND REPLACED ELSEWHERE ON THE PROPERTY) EXISTING 32'-7" EVERGREEN TREE EXISTING 23'-6" EVERGREEN TREE EXISTING 27'-2" EVERGREEN TREE EXISTING 37'-2" BROADLEAF TREE EXISTING 35'-10" BROADLEAF TREE EXISTING 31'-10" BROADLEAF TREE EXISTING 38'-3" BROADLEAF TREE EXISTING 35'-8" BROADLEAF TREE EXISTING 16'-0" BROADLEAF TREE EXISTING 32'-7" EVERGREEN TREE EXISTING 23'-6" EVERGREEN TREE EXISTING 27'-2" EVERGREEN TREE ACCESS & UTILITY EASEMENT PROPOSED 10'-0" x 10'-0" VERIZON LEASE AREA PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT W/ 3-CELL PLENUM MAXCELL INNERDUCT (SEE DETAIL 1/C-8) PROPOSED POWER IN 3" PVC CONDUIT ROUTED FROM EXISTING TRANSFORMER TO PROPOSED EQUIPMENT (SEE DETAIL 1/C-8) REMOVE EXISTING LIGHT POLE AND INSTALL NEW ALL-IN-ONE SMALL CELL POLE (PAINTED TO MATCH EXISTING LIGHT POLES) (SEE SHEET C-6 FOR MORE DETAIL) PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE (SEE DETAIL 4/C-7) EXISTING LANDSCAPING (ANY DISTURBED OR REMOVED LANDSCAPING WILL BE RELOCATED AND REPLACED ELSEWHERE ON THE PROPERTY) EXISTING UNDERGROUND ELECTRIC (TYP) CONTRACTOR TO CONNECT PROPOSED LIGHT INTO EXISTING SYSTEM. MATCH EXISTING CONDUCTOR SIZES EXISTING CURB PROPOSED ELECTRICAL SPLICE BOX FOR LIGHTING CONDUCTORS PROPOSED SLENDERFORM 48 LED, 120V LIGHTING MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1 (SEE DETAIL 3/C-8) 1 04-27-18 JID 90% CDS 2 05-01-18 LCW REVISED CDS STEVEN MARK MUSTARO JR, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #52559 (EXP. 10/31/2019) SITE PLAN Z-1 1 Z-1 SITE PLAN SCALE: 1"=30'-0" PROPOSED 2'-0"x3'-0" FIBER VAULT (SEE DETAIL 2/C-8) EXISTING BUILDING (15'-0") 4 McCLELLAND DR PROPOSED 10'-0" WIDE ACCESS EASEMENT PROPOSED 10'-0"x10'-0" VERIZON LEASE AREA 1 inch = 30ft. ( IN FEET ) GRAPHIC SCALE 30 0 15 30 60 120 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT W/ 3-CELL PLENUM MAXCELL INNERDUCT (SEE DETAIL 1/C-8) REMOVE EXISTING LIGHT POLE AND INSTALL NEW ALL-IN-ONE SMALL CELL POLE (SEE SHEET C-6 FOR MORE DETAIL) EXISTING PROPERTY LINE EXISTING LANDSCAPING (TYP) LONG LAT SITE COORDINATES 105° 04' 47.256" WEST (NAD 83) 40° 32' 20.895" NORTH (NAD 83) NOTE: NO WIRELESS TELECOMMUNICATION FACILITY OR EQUIPMENT OWNER OR LESSEE OR EMPLOYEE THEREOF SHALL ACT TO EXCLUDE OR ATTEMPT TO EXCLUDE ANY OTHER WIRELESS TELECOMMUNICATION PROVIDER FROM USING THIS BUILDING, STRUCTURE OR LOCATION. A PROPOSED WIRELESS STRUCTURE LYING WITHIN CITY AND COUNTY OF LARIMER RIGHT OF WAY. THE CENTER OF THE ALL-IN-ONE SMALL CELL POLE CAN BE FOUND IN THE IMAGE BELOW. SITE LOCATION DESCRIPTION EXISTING PARKING LOT EXISTING BUILDING (16'-0") EXISTING BUILDING (18'-4") EXISTING BUILDING (17'-0") EXISTING 150 KVA TRANSFORMER PROPOSED 10'-0" WIDE ACCESS & UTILITY EASEMENT EXISTING CURB S MASON ST 10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 12. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. 13. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 14. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 15. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 16. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET TIA-222-G AS PER IBC 2012 REQUIREMENTS. 17. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 18. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 19. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT OWNERS REPRESENTATIVE. LEGEND W W SS SS F F GAS GAS GAS GAS OE OE UT UT X X S WV T WM ICV E WATER LINE SANITARY SEWER GAS LINE FIBER LINE OH ELECTRIC UG TELCO FENCE CLF RIGHT OF WAY WATER METER WATER VALVE IRRIGATION VALVE SAN SEWER MH TELCO MAN HOLE LIGHT POLE ELEC PULL BOX SD SD SD SD E E UE UE OT OT EV D O O O U/G U/G OHW OHW STORM SEWER UG ELECTRIC ELECTRIC OH TELCO PROPERTY LINE IRON FENCE UG UTILITIES OH UTILITIES SIGNAGE CATCH BASIN STORM MANHOLE POWER POLE TRAFFIC SIGNAL ELECTRIC VAULT ELECTRIC CABINET ELECTRIC EQUIP EQ ELECTRICAL XFMR ET VERIZON COLOR STANDARDS GRAY-EXISTING EASEMENT ORANGE-FIBER TAN-ANTENNAS RED-PENETRATIONS UMBER-NEW WORK UTILITY EASEMENT BLUE #1-HYBRID CABLES/COAX BLUE GRAY#1- ACCESS/UTILITY PURPLE #1-LEASE AREA BLUE #2-RRHS GRAY-WALL HATCH GREEN-DC POWER GREY-EXISTING SKYLIGHT HVAC UNIT AC SECURITY CAMERA VENT PIPE VP BOLLARD COMM DISH GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. 2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE. 3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE. 4. GROUND WIRES SHALL BE #2 AWG BARE SOLID COPPER UNLESS NOTED OTHERWISE. 5. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC ("CADWELDS") TO GROUND RODS, GROUND RING WIRE, AND FENCE POSTS UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZED PAINT. 6. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO-HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET.) CLEAN GROUND BAR TO SHINY METAL AFTER MECHANICAL CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING. 7. GROUND CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS. 8. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 8" RADIUS. 9. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET LUBE, INC.) PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL. 10. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI-OXIDIZATION PAINT. ELECTRICAL NOTES: 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC CHAPTER 9, TABLE #2. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE THHN/THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75° C (167° F), 98% CONDUCTIVITY, MINIMUM #12. 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 10. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 13. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA) AS ADOPTED BY THE APPLICABLE STATE. 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGER'S APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. UTILITY NOTES: 1. CAUTION: LOCATION OF EXISTING UTILITIES IS SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AS SUPPLIED BY THE UTILITY PROVIDERS INCLUDING TYPE, SIZE, LOCATION AND NUMBER OF UTILITIES. PRIOR TO DATE OF CONSTRUCTION CONTRACTOR SHALL VERIFY EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULING. SHOULD ANY CONFLICTS, RECONSTRUCTION, OR OTHER INTERRUPTIONS IN SERVICE BE REQUIRED, THE CONTRACTOR SHALL COORDINATE UTILITY SCHEDULING 3. THE APPLICANT SHALL CORRECTLY SHOW ON SUBMITTED DRAWINGS THE LOCATIONS OF ALL UTILITIES IN THE VICINITY WHERE THE APPLICANT MAY BORE, TRENCH, EXCAVATE, AND INSTALL CONDUIT, FIBER, FIBER ENCLOSURES, VAULTS, AND HANDHOLES. IN THE EVENT THAT THE CONDUIT RUN, FIBER ENCLOSURES, VAULTS, OR HANDHOLES ARE LOCATED WITHIN THE VICINITY OF ANY UTILITY, THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION THAT WILL PREVENT DAMAGE TO THE INSTALLATION UNDER NORMAL UTILITY OPERATING CONDITIONS. IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN INFORMATION ON EACH OF THE UTILITIES AS APPLICABLE SUCH AS GAS PRESSURE, STEAM AND WATER PRESSURES, TEMPERATURES, ETC. 4. IT IS THE RESPONSIBILITY OF THE APPLICANT TO EXAMINE THE SITE FOR EVIDENCE OF FAILURES OF OR DEFICIENCIES IN UTILITY COMPANY FACILITIES (I.E. XCEL, DENVER WATER, DENVER PUBLIC WORKS, WMD, ETC.) AND TO IMMEDIATELY CALL ANY SUCH EVIDENCE OF PRE-EXISTING DAMAGE TO THE ATTENTION OF THE UTILITY COMPANY ALONG WITH PROPER DOCUMENTATION. THE APPLICANT HEREBY AGREES THAT THE REPAIR OF ANY AND ALL DAMAGES (DIRECT OR INDIRECT), THAT MAY BE SUBSEQUENTLY DISCOVERED AND PROVEN TO HAVE BEEN CAUSED BY THE CONSTRUCTION ACTIVITIES, IS THE SOLE RESPONSIBILITY OF THE APPLICANT WITHOUT SUCH EVIDENCE OF PRE-EXISTING DAMAGE. THE APPLICANT HEREBY AGREES THAT ANY AND ALL DAMAGES (DIRECT OR INDIRECT) TO UTILITY COMPANY FACILITIES, WHICH MAY BE SUBSEQUENTLY DISCOVERED WITHIN THOSE AREAS WHERE CONSTRUCTION OCCURRED WITHIN SIX FEET OF UTILITY COMPANY FACILITIES (DIRECT OR INDIRECT), AND WITHIN A PERIOD OF THREE YEARS FROM THE DATE OF CONSTRUCTION, WERE CAUSED BY THE CONSTRUCTION ACTIVITIES. FURTHERMORE, THE REPAIR IS AGREED TO BE THE SOLE RESPONSIBILITY OF THE APPLICANT. IT SHALL BE THE APPLICANT'S RESPONSIBILITY TO PROTECT ALL UTILITY COMPANY FACILITIES WITHIN THE AREA OF CONSTRUCTION. THIS INCLUDES ALL STEPS NECESSARY TO PREVENT SUBSIDENCE OF THE SOIL ADJACENT TO OR NEAR UTILITY COMPANY FACILITIES. 5. ANY CASING OR SLEEVE SO INSTALLED UNDER THE ROADWAY SHALL BE THE SAME DIAMETER AS THE BORE SO AS TO ELIMINATE A VOID AROUND THE CASING. IN THE EVENT JACKING OPERATIONS RESULT IN VOIDS, THE RESULTANT VOIDS SHALL BE GROUTED OR OTHERWISE BACKFILLED, SUBJECT TO CITY APPROVAL. ENDS OF BORED SECTIONS SHALL NOT BE COVERED BEFORE BEING INSPECTED. BUILDING CODE: ELECTRICAL CODE: FIRE SAFETY CODE: USE GROUP: CONSTRUCTION TYPE: SHEET INDEX T-1 TITLE SHEET PROJECT DESCRIPTION 1. REMOVE EXISTING LIGHT POLE AND INSTALL NEW ALL-IN-ONE SMALL CELL POLE WITH LIGHTS TO MATCH EXISTING. 2. INSTALL (2) NEW REMOTE RADIO HEADS WITHIN NEW POLE. 3. INSTALL NEW FIBER VAULT NEAR PROPERTY LINE. 4. RUN NEW FIBER TO PROPOSED EQUIPMENT. 5. INSTALL ASSOCIATED SERVICE EQUIPMENT WITHIN NEW POLE 6. INSTALL NEW POWER TO PROPOSED EQUIPMENT. VERIZON (RF): DATE: DATE: DATE: DATE: VERIZON (CONST.): VERIZON (RE): LANDLORD: APPROVALS TITLE SHEET T-1 1 JURISDICTION: CITY OF FORT COLLINS ZONING: GC-GENERAL COMMERCIAL APN: 9726414040 PARCEL SIZE: 19,204 S.F. ELEVATION: 5038' (NAVD 88) STRUCTURE TYPE: ALL-IN-ONE SMALL CELL POLE STRUCTURE HEIGHT: 35'-0"± (TOP OF ANTENNA) ANTENNA RAD CENTER: 33'-0" AGL APPLICANT: VERIZON WIRELESS APPLICANT CONTACT: BRANDON KISER 9656 S. PROSPERITY RD WEST JORDAN, UT 84088 PH: 801-260-8700 ENGINEERING: AERO SOLUTIONS, LLC ENGINEERING CONTACT: MATT FLECK 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: 720-279-8973 Z-1 C-5 C-6 C-7 SITE PLAN ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS (CONTINUED) C-1 PROPERTY OWNER VERIZON WIRELESS REAL ESTATE 9656 S. PROSPERITY RD. WEST JORDAN, UT 84088 CONTACT: BRANDON KISER PHONE: 801-260-8700 VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: KENT McDERMOTT EMAIL: KENT.McDERMOTT@VERIZONWIRELESS.COM AERO SOLUTIONS, LLC 5555 CENTRAL AVE #100 BOULDER, CO 80301 CONTACT: MATT FLECK PHONE: 720-279-8973 ENGINEER CONSTRUCTION MANAGER SITE ACQUISITION LRK CONSULTING 1196 GRANT STREET, UNIT 313 DENVER, CO 80238 CONTACT: RYAN SAGAR PHONE: 219-477-0099 VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: RAM NANDIRAJU EMAIL: RAM.NANDIRAJU@VERIZONWIRELESS .COM RF ENGINEER PLANNING CERTIFICATION APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICE OF THE CITY OF FORT COLLINS, COLORADO ON THIS _________ DAY OF ___________________________, A.D.,20____. ___________________________ DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OWNERSHIP CERTIFICATION _________________________________ BY _________________________________ STATE OF COLORADO ) ) SS. COUNTY OF LARIMER ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _________ DAY OF ___________________________, A.D.,20____, BY __________________________. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:_______________________ ______________________________ NOTARY PUBLIC SITE PLAN CERTIFICATION LEGAL DESCRIPTION SITUATED IN THE COUNTY OF LARIMER AND IN THE STATE OF COLORADO: A PART OF LOT 23, SOUTH MESA SUBDIVISION, IN THE CITY OF FORT COLLINS, WHICH BEGINS AT THE SOUTHWEST CORNER OF SAID LOT 23, AND RUN THENCE N 00°54' E 103.01 FEET TO THE NORTHWEST CORNER LOT 23; THENCE N 89°55' E 189.23 FEET ALONG THE NORTH LINE OF SAID LOT 23; THENCE S 00°05' E 103.00 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 23; THENCE S 89°55'W 191.00 FEET TO THE POINT OF BEGINNING. BLACO INVESTMENTS LLC CONTACT: KATHRYN FOX PHONE: 970-227-3381 GN-1 GENERAL NOTES PH-1 PHOTOSIMULATION VIEWS EQUIPMENT PLAN C-2 LANDSCAPE PLAN C-3 PHOTOMETRIC PLAN - EXISTING CONDITIONS C-4 PHOTOMETRIC PLAN - PROPOSED A-1 ANTENNA PLAN, SCHEDULE & PLUMBING DIAGRAM E-1 ONE-LINE ELEVATION & PANEL SCHEDULE U-1 UTILITY COORDINATION G-1 GROUNDING PLAN & DETAILS C-8 CONSTRUCTION DETAILS (CONTINUED)