Loading...
HomeMy WebLinkAbout7105.5 W. 44th AvenueReviewed for Zoning Compliance bf City of Wheat Ridge Planning Divish PROJECT DESCRIPTION • XCEL TO REPLACE 29'-10" WOOD POLE W/ NEW 35'-0" METAL COMPTEK POLE (PROVIDED BY XCEL) • INSTALL (1) CANISTER ANTENNA ON NEW MOUNT • INSTALL (1) RRH UNIT INSIDE POLE • INSTALL (1) ELECTRICAL METER INSIDE POLE • INSTALL (1) LOAD CENTER INSIDE POLE PROJECT INFORMATION SITE ADDRESS: 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 LATITUDE: 39.7767174 LONGITUDE: —105.0757125 GROUND ELEVATION: 5663 ANTENNA TIP HEIGHT: 34'-6" NODE USID: 229088 COUNTY: JEFFERSON JURISDICTION: CITY OF WHEAT RIDGE ZONING DISTRICT: R—C ADJACENT PARCEL #: 2075-21-2-11-001 POLE #: 23-3-69-50-21 POLE COLOR CODE: RAL#9017 (BLACK) XCEL CONVERSATION#: 750930 DRAWING INDEX 14828314-COL0717OF_ROl -T-1 14828314—COL0717OF_R01—A-1 14828314-COL0717OF_R01-A-2 14828314-COL0717OF_R01-A-3 14828314—COL0717OF_R01—RF-1 14828314-COL07170F R01 -E-1 14828314-COL0717OF_R01-G-1 14828314-COL07170F R01 -GN -1 14828314-COL0717OF_ROl -GN-2 14828314-COL0717OF R01 -GN -3 TITLE SHEET OVERALL SITE PLAN ENLARGED EQUIPMENT PLAN EXISTING & NEW POLE ELEVATIONS RF & EQUIPMENT DETAILS ELECTRICAL ONE LINE DIAGRAM GROUNDING DETAILS GENERAL NOTES GENERAL NOTES GENERAL NOTES 4 4 4 4 4 4 4 4 4 4 POLE MANUFACTURER FOUNDATION DRAWINGS ADDED AS AN ADDENDUM TO THIS DRAWING PACKAGE SITE PHOTO 4{. SITE PROJECT PARTICIPANTS uwu� A&E CHRIS WOLFE SAC MACKENZIE HUNT RF CLAUDIO POZZI POWER COMPANY XCEL ENERGY TEL. COMPANY AT&T the s sv ,n COMPANY WYCO FIELD SERVICES SMARTLINK, LLC AT&T WIRELESS EDWARD BIEGING T.B.D. APPROVEDJ BY: ✓-TJ RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO CONSTRUCTION DATE: February 24, 2021 SUPPLEMENTAL LICENSE AGREEMENT SHALL BE COMPLETED AND COMMENTS: Approved with conditions EXECUTED PRIOR TO CONSTRUCTION per redlines ue lnmm em 833-835-2983 970-402-9001 T.B.D. 612-790-3758 T.B.D. at t Mobility CLUSTER NAME: CRAN.RUTH.ARVDA SITE ID: COL0717OF R01 NODE USIDE. 229088 CONSTRUCTION DRAWINGS MICRO) �WFCity of y C.OMMUNIIYE�V'EIaC� ENT APPROVED 'aviewgd for Code Compliance Mike Theisen 03/09/2021 Plans Examiner De vdidM of m mb: fie issaanee of o permit or %Vmvai of ptvm spe.o—,. and <ampumtum shop riot be a pemut(o, won opprwof of, &V nofobon m my of me pro"'sAom of the burdtng rode or of oty My avdb,on<es. pprm4e pmg to gme outh" to ,radar or a 1 the p mudons of the wrpov COM "Other orWnaaCes o, Ow GfY shat not be WIG DIRECTIONS I APPLICABLE BLDG. CODES AND STANDARDS DIRECTIONS: (161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112): TAKE 1-25 N 13.2 MI, TAKE EXIT 209A -209B TOWARD 209A/209B/6TH AVE E 0.2 MI. KEEP RIGHT AT THE FORK TO CONTINUE ON EXIT 209B, FOLLOW SIGNS FOR US -6 W/6TH AVE W/LAKEWOOD 0.7 MI. KEEP RIGHT TO CONTINUE TOWARD US -6 W/6TH AVE 0.6 MI, KEEP LEFT, FOLLOW SIGNS FOR US -6 W/6TH AVE AND MERGE ONTO US -6 W/6TH AVE 2.4 MI. TAKE THE CO -121 N/WADSWORTH BLVD EXIT 0.2 MI. SLIGHT RIGHT ONTO CO -121 N/WADSWORTH BLVD 3.4 MI. TURN RIGHT ONTO W 44TH AVE 0.3 MI AND YOUR DESTINATION WILL BE ON THE LEFT. (POLE # 23-3-69-50-21). VICINITY MAP W 45th PI rJ W 4'.* 4 s s W 4.1th Ave Ross Dress for Less Q > K 222 41,t4 AYc W 44th PI a V g a 0 4 � W 43ed Ave W 42nd Ave W 41st Ave W 38th Ave R A A T H C W 38th Ave DIG INFO W 45th Avo CALL COLORADO ONE CALL (800) 922-1987 CALL 3 WORKING DAYS BEFORE YOU DIG! t SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2007, NATIONAL ELECTRICAL CODE, 2017 AS ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS Walmart Super, n N INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS 4hn OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION W 44th t.. TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL s: PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING s MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A �. GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. UTILITY WORK MUST BE IN ACCORDANCE WITH THE FOLLOWING PUBLIC WORKS RULES AND REGULATIONS: • RULES AND REGULATIONS GOVERNING THE PRIVATE DESIGNING, PLANNING, CONSTRUCTION, RECONSTRUCTION, AND REMODELING OF GENERAL PUBLIC IMPROVEMENTS • RULES AND REGULATIONS GOVERNING STREET CUTS AND ROADWAY EXCAVATION SPECIFICATIONS NORTH ' TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING DIVISION SCALING DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. IF USING 11 "x17" PLOT. DRAWINGS WILL BE AT HALF SCALE. City of Wheat Ridge Building Division ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections "at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL �oQ,Pa �...R E.G.�STF9 44563 �a kl.fnw l�tamdjn. 9'• EXP 10/31/21 ; ��` SSf0NA1- E SIGNED, 03 MAR 2021 W .? W 471h PI n v� U W 47th A. p 5 m J O W 46th Ave Q o W 45th PI rJ W 4'.* 4 s s W 4.1th Ave Ross Dress for Less Q > K 222 41,t4 AYc W 44th PI a V g a 0 4 � W 43ed Ave W 42nd Ave W 41st Ave W 38th Ave R A A T H C W 38th Ave DIG INFO W 45th Avo CALL COLORADO ONE CALL (800) 922-1987 CALL 3 WORKING DAYS BEFORE YOU DIG! t SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2007, NATIONAL ELECTRICAL CODE, 2017 AS ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS Walmart Super, n N INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS 4hn OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION W 44th t.. TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL s: PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING s MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A �. GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. UTILITY WORK MUST BE IN ACCORDANCE WITH THE FOLLOWING PUBLIC WORKS RULES AND REGULATIONS: • RULES AND REGULATIONS GOVERNING THE PRIVATE DESIGNING, PLANNING, CONSTRUCTION, RECONSTRUCTION, AND REMODELING OF GENERAL PUBLIC IMPROVEMENTS • RULES AND REGULATIONS GOVERNING STREET CUTS AND ROADWAY EXCAVATION SPECIFICATIONS NORTH ' TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING DIVISION SCALING DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. IF USING 11 "x17" PLOT. DRAWINGS WILL BE AT HALF SCALE. City of Wheat Ridge Building Division ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections "at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL �oQ,Pa �...R E.G.�STF9 44563 �a kl.fnw l�tamdjn. 9'• EXP 10/31/21 ; ��` SSf0NA1- E SIGNED, 03 MAR 2021 W U p m J O Q o > H O T 0p > Z) w N O m 0 U IL a- U H �p J W O a M / H af 0 j 0- 00 V)U J M W Q \ LLJ J ?i W m CE Z m 0 Z O a U N W W (n IL r Z LLI J U (n O M00 U O o O U W to Y F- 0 T z W_ = U J U m m O M O J H tD Cn m h`1 R O � O O N � O Oct N N Z O O O O O LL�I IM U O N SHEET TITLE TITLE SHEET SHEET NUMBER T=1 PLAN NOTES: 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY NEW POLE LOCATION, RIGHT OF WAY AND EXISTING UTILITY LOCATION PRIOR TO COMMENCEMENT OF WORK. 2. VERIFY ELECTRICAL AND FIBER DESIGN WITH UTILITY PROVIDER DESIGN AND STANDARDS. 3. CONTRACTOR TO REPLACE AND REPAIR ANY LANDSCAPING OR ASSOCIATED WATERING SYSTEMS DAMAGED DURING CONSTRUCTION. X/ OVERALL SITE PLAN (E) BUDDING (E) ROAD R.O.W (E) SIDEWALK ADJACENT PARCEL 2070-21-2-11-001 ZONING R -C EDGE OE PAVEMENT I I I I I I I U 1 2 A-3 C/ GROUND 1111101INA\ LEGEND LANDSCAPE DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — x — x — x — CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE RAILROAD TRACKS EDGE OF ROAD/STREET — - - — CENTERLINE OF ROAD/STREET PROPERTY — — PROPERTY LINE ---- RIGHT—OF—WAY CENTERLINE ------- RIGHT—OF—WAY LINE ROAD R.O.W.-------- ADJACENT BOUNDARY LINE ------- SECTIONAL BREAKDOWN LINE AT&T SITE PROPERTY SUBJECT BOUNDARY LINE SYMBOL KEY \I— (N) 35'-0" COMPTEK POLE COORDINATES: 39.7767174, -105.0757125 SITE ADDRESS: 7105.5 W 44TH AVE "EL(E) UNDERGROUND GAS LINE I I I I I I I (E) POWER SOURCE LOCATION ROAD 9- UTI LITI ES uGP BURIED POWER LINE ® BURIED GAS LINE oHT OVERHEAD TELEPHONE LINE uGT BURIED TELEPHONE LINE W w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN oHP OVERHEAD POWER LINE LANDSCAPE DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — x — x — x — CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE RAILROAD TRACKS EDGE OF ROAD/STREET — - - — CENTERLINE OF ROAD/STREET PROPERTY — — PROPERTY LINE ---- RIGHT—OF—WAY CENTERLINE ------- RIGHT—OF—WAY LINE ROAD R.O.W.-------- ADJACENT BOUNDARY LINE ------- SECTIONAL BREAKDOWN LINE AT&T SITE PROPERTY SUBJECT BOUNDARY LINE SYMBOL KEY \I— (N) 35'-0" COMPTEK POLE COORDINATES: 39.7767174, -105.0757125 SITE ADDRESS: 7105.5 W 44TH AVE "EL(E) UNDERGROUND GAS LINE I I I I I I I (E) POWER SOURCE LOCATION ROAD 9- FIRE HYDRANT m GATE VALVE ® WATER METER R FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II ❑0 TRANSFORMER A LIGHT STANDARD © POWER VAULT ® UTILITY BOX 0 UTILITY POLE POLE GUY WIRE m GAS VALVE ® GAS METER ETI TELEPHONE VAULT o TELEPHONE RISER SIGN 0 BOLLARD C3 MAIL BOX 234.21 SPOT ELEVATION City of Wheat Ridge Building Division Know what's below. Call before you dig 1-800-424-5555 FULL SCALE (22x34 SHEET ONLY) 20' 10' 0 NORTH HALF SCALE (11x17 SHEET ONLY) 1 " = 10' 10' 20' 1"=20' 1 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smarbink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES \t here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF—R01 SITE NAME CRAN—RUTH—ARVDA SEAL 44563 :Fa E1vrr a&%amC�t EXP 0;'-.%,10/31121 ; 4� FS0/0v.. SIGNED, 03 MAR 2021 w 3 Q U p m J Z) Q 0 J o T ZOfzowmo Ld M O� U p 0 Q Q p U ? Aj o M � LLI Q0 \ J ?r IN W p � Z m z O o U w w c°o o r Z LLI J U (n p mO O U (n Y C) T z W_ = U J U Op 00 O Cn O O J Uj H t0 Cn � � � m M O O O N O N N Z O O O O O �I raf n m U O 11 N -t I SHEET TITLE OVERALL SITE PLAN SHEET NUMBER Am 1 - G (E) PARKING LOT (E) SIDE WALK (E) CONCRETE CURB & GUTTER (E) EDGE OF PAVEMENT (N) 24"X36" HAND HOLE (NEWBASIS # FCA243624T-00006) OR APPROVED EQUAL (N) (2) 2" CONDUIT FROM HAND HOLE TO POLE -TRENCH APPROX 3' (N) 35'-0" COMPTEK POLE COORDINATES: 39.7767174,-105.0757125 SITE ADDRESS: 7105.5 W 44TH AVE G c c c c G c c G c c c c G c G c c G c c c c c c G c W 44TH AVE ENLARGED EQUIPMENT PLAN GGC 1 1 1 + 1 ® 1 " U 1 1 , 1 1 1 i 1 i 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (N) POWER ROUTE (FINAL ROUTE TO BE 1 / DETERMINED IN FIELD PRIOR TO 1 CONSTRUCTION WITH UTILITY LOCATES) 1 1 1 1 1 1 1 1 1 1 1 1 1 G G G G G FULL SCALE (22x34 SHEET ONLY) 8' 4' 0 HALF SCALE (1107 SHEET ONLY) City of Wheat Ridge Building Division 1/4" = 1'-0" 4' 8' 1/8" = 1'-0" 1 gat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL �oQ,Pa �...R E.G.�STF9 c°.r 44563 • <a 6.ry Ql�am�t. 9': EXP ' , 0,I ., 10131/21 ; ��` SS�ONAI E SIGNED, 03 MAR 2021 W � Q U p m J O Q > } [,>1 � O O af Of z N p m O U IL p W U H J W O M H p 00 W \ LLJ ?i V)U W J CE Z M m 0 Q t J O U N p W W 0 0 Z a r Z LLIU J (n p m U O O O W N U Y w F - z T W = U J U m M m m m O J H t0 O m R O � O O N � O Oct N N Z O O O O O u a0 fn m U O N Ih � SHEET TITLE ENLARGED EQUIPMENT PLAN SHEET NUMBER A=2 W rr H X La - O H W U Z) N W W O H S C9 w 2 +I 0 CD N (E) CONCRETE CURB & CUTTER EXISTING WEST POLE ELEVATION (E) 29'-10"± POLE TO BE REPLACED FULL SCALE (22x34 SHEET ONLY) 4' 2' 0 1' HALF SCALE (1107 SHEET ONLY) 3/8" = 1'-0" 2' 3' 6' 3/16" = 1'-0" 1 1 NEW WEST POLE ELEVATION NOTES: 1. POLE TO BE PROVIDED BY XCEL ENERGY 2. RF DISCONNECT STICKER TO BE ATTACHED TO DISCONNECT (N) FOUNDATION (SEE FOUNDATION DRAWING BY COMPTEK FOR DESIGN CRITERIA) NOTE: ALL PROPOSED AT&T ANTENNA, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED RAL COLOR CODE RAL#9017 (BLACK) PER THE APPROVED JURISDICTIONAL COLOR. (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD City of Wheat Ridge Building Division (N) AT&T RF EQUIPMENT INSIDE (N) COMPTEK POLE BASE -(1) RRH UNIT -(1) FID -(1) LOAD CENTER (N) METER (N) DISCONNECT FOUNDATION REVEAL CANNOT EXCEED 3" ABOVE GRADE (N) 24"X36" HAND HOLE (NEWBASIS # FCA243624T-00006) OR APPROVED EQUAL FULL SCALE (22x34 SHEET ONLY) 4' 2' 0 1' HALF SCALE (1107 SHEET ONLY) 3/8" = 1'-0" 2' 3' 6' 3/16" = 1'-0" 2 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL 4456 EXP- < .rI` er"10/31121 SIGNED, 03 MAR 2021 W O O H W0 F- Q WLi U Z Z p O O U U W W J O IY � 3 � H Q ry X } [,>1 ^ W LL - O LL W Of O v m O H ILL- p WOr H OU J WILdMU O Q / H -H -H W jw Oa O I -H 00 N I 0UJ m m N U N p W W (E) SIDEWALK 0 (L Z a r Z (E) CONCRETE CURB & CUTTER EXISTING WEST POLE ELEVATION (E) 29'-10"± POLE TO BE REPLACED FULL SCALE (22x34 SHEET ONLY) 4' 2' 0 1' HALF SCALE (1107 SHEET ONLY) 3/8" = 1'-0" 2' 3' 6' 3/16" = 1'-0" 1 1 NEW WEST POLE ELEVATION NOTES: 1. POLE TO BE PROVIDED BY XCEL ENERGY 2. RF DISCONNECT STICKER TO BE ATTACHED TO DISCONNECT (N) FOUNDATION (SEE FOUNDATION DRAWING BY COMPTEK FOR DESIGN CRITERIA) NOTE: ALL PROPOSED AT&T ANTENNA, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED RAL COLOR CODE RAL#9017 (BLACK) PER THE APPROVED JURISDICTIONAL COLOR. (N) (1) CANISTER ANTENNA INSIDE (N) CONCEALMENT SHROUD City of Wheat Ridge Building Division (N) AT&T RF EQUIPMENT INSIDE (N) COMPTEK POLE BASE -(1) RRH UNIT -(1) FID -(1) LOAD CENTER (N) METER (N) DISCONNECT FOUNDATION REVEAL CANNOT EXCEED 3" ABOVE GRADE (N) 24"X36" HAND HOLE (NEWBASIS # FCA243624T-00006) OR APPROVED EQUAL FULL SCALE (22x34 SHEET ONLY) 4' 2' 0 1' HALF SCALE (1107 SHEET ONLY) 3/8" = 1'-0" 2' 3' 6' 3/16" = 1'-0" 2 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL 4456 EXP- < .rI` er"10/31121 SIGNED, 03 MAR 2021 W ?i Q U p m J O Q ry } [,>1 � O O af Of z N p m O p WOr H OU J WILdMU O Q / H jw Oa 00 \LLJ 0UJ m J U N p W W 0 (L Z a r Z J U (n p mLLI 00 U O O O W N U Y w F - Z T W = U J U m M 0) O O) O J H (O O m R O � O O N � O Q N N Z O O O O O 3 um fl 0 m I U O N SHEET TITLE EXISTING & NEW POLE ELEVATIONS SHEET NUMBER A=3 6" A A &T OPERATES ANTENNAS AT THIS STRUCTURE. OVE THIS POINT YOU ARE ENTERING AN AREA 1ERE RADIO FREQUENCY (RF) FIELDS MAY EXCEED E FCC GENERAL OCCUPATIONAL EXPOSURE LIMITS. ,LLOW SAFETY GUIDELINES FOR WORKING IN AN RF VIRONMENT. EP 10 FT. AWAY FROM THE FRONTS OF THE ITENNAS. INTACT AT&T AT 800-638-2822, OPT. 9, 3 AND FOLLOW EIR INSTRUCTION PRIOR TO PERFORMING ANY dNTENANCE OR REPAIRS ABOVE THIS POINT THIS IS AT&T SITE USID 229088 (2) NOTICE SIGNS MUST BE PLACED OPPOSITE EACH OTHER 2' BELOW THE ANTENNA re TOP OF POLE S„ RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. Ln RF WARNING SIGNS & LABELS 6" BASE OF POLE ANTENNA PROFILE ROSENBERGER CA—AEOIOITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST ITEM NO. DESCRIPTION QTY. 1 ORION FAN ASSEMBLY AND BRACKET XCEL ENERGY 2 FIBER BOX AND BRACKET RF/ POWER 4 RADIOS SHUT-OFF 5 MILBANK METER U4801—XC-5T9 SWITCH r-6-1 GE SAFELY SWrrCH_GED TG3222R (SEE NOTE 2) THIS SWITCH U SHUTS OFF ALL POWER TO TRANSMITTERS p AND ANTENNAS RF SIGN TO BE INSTALLED 2'-0" BELOW ANTENNA NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS AND FCC. RF POWER DISCONNECT SIGNAGE TO BE PLACED ON OUTSIDE OF DOOR OF A/C DISTRIBUTION BOX NOTES: • LABEL WILL BE 1.5"X 6" AND HAVE THE EMERGENCY NUMBER AND SITE LOCATION INFORMATION. • PLACE THE LABEL/STICKER ABOVE THE EQUIPMENT SIDE DOOR. Ln RF WARNING SIGNS & LABELS 6" BASE OF POLE ANTENNA PROFILE ROSENBERGER CA—AEOIOITJTJVEX36OF—JS06 ANTENNA DETAIL NOT USED PARTS LIST ITEM NO. DESCRIPTION QTY. 1 ORION FAN ASSEMBLY AND BRACKET 1 2 FIBER BOX AND BRACKET 1 4 RADIOS 1 5 MILBANK METER U4801—XC-5T9 1 r-6-1 GE SAFELY SWrrCH_GED TG3222R (SEE NOTE 2) PADLO LATCH 01 V 12.1" TOP FRONT o� L6 0 N N FRONT SOLAR SHIELD RRH MANUFACTURER: NOKIA HEIGHT: 22.0" WIDTH: 12.1 " DEPTH: 5.9" WEIGHT: 66.1 Ibs ISO VIEW 4 1 NOKIA AIRSCALE MICRO RRH 4T4R RRH DETAIL M�; MAFW� 2 1 COMPTEK — EQUIPMENT LAYOUT ARCHITECTURAL TRANSITION SHROUD EQUIPMENT ACCESS DOD MOUNTING BRACKETS 3 City of Wheat Ridge Building Division 2 1 ,,at t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH_ARVDA SEAL �44 < I 10/31121 ON A SIGNED, 03 MAR 2021 w U p m D J a o H O af Z > Of z N p m D 0 U W D_ M O F- D w U p J O Q / af � j aj O J w \ LLJ DDD J U N m w w 0 m r Z a mLLI Z J U (n D 00 U O O O w N U Y w z T w_ = U J U 00 00 m_ mO J H t0 O O O O N m O m N11 Q N N Z O O O O O LL�I t-- I 0] ON SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF=1 NO. FROM TO CO #14 INCOMING ELECTRICAL PROPOSED FUSIBLE C0l� SITE NAME: AT&T SMALL CELL - MICRO SERVICE P.O.C. SAFETY SWITCH COND r2] PROPOSED FUSIBLE PROPOSED METER (3) AWG SAFETY SWITCH MAX. [3 PROPOSED METER PROPOSED AC LOAD (3) ® 6.7A CENTERr4] (1) 35A PROPOSED AC LOAD PROPOSED RRU (2) 3% CENTER POWER SUPPLY #1r5] (1) 1 #8 PROPOSED AC LOAD FUTURE RRU POWER (2) CENTER SUPPLY #2 (1) DROP PROPOSED RRU 1 (2) 6 POWER SUPPLY #1 RADIO #1 # (1) FUTURE RRU POWER (2( r7] SUPPLY #2 FUTURE RADIO #2 1 PROPOSED AC LOAD cn (2(1) r81I CENTER INTERNAL FAN O T ZO > Of NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM LE DR )V, 10, CU EGC PER 250.66 )WELD 12" BELOW kDE TO 5/8" x 10' IG COPPER—CLAD )UND ROD >N EL (ED VIRE City of Wheat Ridge Building Division 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE #14 AWG 20A MAX. SITE NAME: AT&T SMALL CELL - MICRO 70'-0" 3% VOLT DROP 0 11 #12 AWG 25A MAX. 135'-0" 3% VOLT DROP ® 6.7A #10 AWG 35A MAX. 225'-0" 3% VOLT DROP 0 1 #8 AWG 50A MAX. 345'-0" 1 3% VOLT DROP 0 1 NOTES: 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES SHALL BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). ELECTRICAL ONE LINE DIAGRAM LE DR )V, 10, CU EGC PER 250.66 )WELD 12" BELOW kDE TO 5/8" x 10' IG COPPER—CLAD )UND ROD >N EL (ED VIRE City of Wheat Ridge Building Division gat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF—R01 SITE NAME CRAN—RUTH—ARVDA SEAL ,: 44563 - < 10/31121 o" 0 SIGNED, 03 MAR 2021 PANEL MODEL: SIEMENS WD40ML1125, 120j240VOLT, 1 -PHASE, 3 -WIRE SITE NAME: AT&T SMALL CELL - MICRO U SITE NUMBER: p VOLTAGE: 240V m J O BUSS RATING: 125A Q o > MAIN BREAKER: 100A cn m O T ZO > Of I— w N 0 ENCLOSURETYPE: NEMA 3R O U a D_ LO U � p J W O Q PANELSTATUS: PROPOSED 1- a r p j W o J BREAKER BREAKER BREAKER SERVICE DEMAND USAGE PHASE PHASE USAGE DEMAND SERVICE BREAKER BREAKER BREAKER Z CKT LOAD DESCRIPTION U N W W (n IL r LOAD DESCRIPTION CKT J U AMPS POLES STATUS LOAD(VA) FACTOR FACTOR "A"(VA) 11W1(VA) FACTOR FACTOR LOAD(VA) STATUS POLES AMPS 1 POWERSUPPLY#1 15 1 NEW 90 1.DD 1.00 104 --- 1.00 1.00 14 NEW 1 10 INTERNAL FAN 2 3 POWERSUPPLY#2 15 1 NEW 9O 1.00 1.00 --- 90 1.00 BLANK 4 5 BLANK 0 w T 0 1.00 = U BLANK 6 7 BLANK J 0 BLANK 8 DD m m 104 90 VA J 0.19 t0 Cn m M �1Nl O � O O N � O Q N N O.81 gat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF—R01 SITE NAME CRAN—RUTH—ARVDA SEAL ,: 44563 - < 10/31121 o" 0 SIGNED, 03 MAR 2021 W U p m J O Q o > �i cn m O T ZO > Of I— w N 0 m O U a D_ LO U � p J W O Q M / 1- a r p j W o J W \ LLJ J p m Z a U N W W (n IL r Z LLIp J U (n C000 U O O O U W R N Y I- 0 w T z W = U J U DD m m O) O J F— t0 Cn m M �1Nl O � O O N � O Q N N Z O O O O O af Um SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER E-1 • IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD. SEPARATION BETWEEN GROUND RODS MUST BE AT A MINIMUM DISTANCE OF 6' BARE #6 SOLID GROUND WIRE RAN IN POLE zo N O0 4"-36" NEW PVC STUB OUT �/ U ,. I V I I l I L I.\ L IVV I \ L V —TYP OF (2). (1) FOR TOWER GROUND (1) FOR ELECTRICAL SERVICE TYPICAL ANTENNA GROUNDING ROUND WIRE #6 AWG 3CW SOLID, TINNED m 5/8" GROUND ROD CLAMP WITH SHEAR HEAD GROUND ROD COPPER CLAD STEEL 5/8"0 X 8'-0" LONG 6'-0" MIN BARE #6 SOLID GROUND WIRE SINGLE LUG COMPRESSION LONG BARREL CONNECTOR \—J GROUND BARE #6 SOLID GROUND WIRE O #2 AWG SOLID BTCW CONDUCTOR EXTERIOR DOUBLE LUG ---0 GROUNDING RING COMPRESSION LONG BARREL CONNECTOR BARE #6 SOLID GROUND WIRE I GROUND ROD 1 6 1 GROUND CONNECTIONS 1 5 1 GROUND LOOP DETAIL 1 4 1 S/S N UT S/S LOCK WASHER S/S FLAT WASHER 3 1 TWO LUG GROUND 1/$„ 1 MIN. MIN. HEAT SHRINK OPPER BUSS FLAT WASHER S/S BOLT (1 OF 2) DO NOT DISCONNECT EAT SHRINK "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS. NOTE: 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. 2. ALL HARDWARE SHALL BE S/S 3/8" 0 OR LARGER 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. 4 LEGEND: 25 38 2 / @) —3/ o 2 �. ° o° o ,, o ' o Q n o °1° 0a o ° 0 o'yy o ° 0 0 0 ° ' 0 ° 1 0 1" 1— TINNED COPPER GROUND BAR, 1/4"x4"x10", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-5056 5— 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 City of Wheat Ridge Building Division 21 GROUND BAR gat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH_ARVDA SEAL �oQ,Pa �...R E.G.�STF9 4444563 •<a k�41'w I� 9': EXP 0,I ., 10/31/21 ; ��` E' '•••... ...�6 SS�0NAI E SIGNED, 03 MAR 2021 (N) HAND HOLE PER XCEL DESIGN —WORK BY OTHERS ILLI OD 0 0 0 00 N FINISHED GRADE o p m 1 WIDE SLOT FOR GROUNDING CONDUCTOR J � EXTEND 4" ABOVE GROUNDING CONDUCTOR EQUIPMENT / \ 3/4" CRUSHED STONE OR o >O EQUAL FILL HANDHOLE TO WITHIN 2" OF TOP OF mO GROUNDING LOOP af CONDUCTOR O #2 AWG SOLID BTCW CONDUCTOR EXTERIOR DOUBLE LUG ---0 GROUNDING RING COMPRESSION LONG BARREL CONNECTOR BARE #6 SOLID GROUND WIRE I GROUND ROD 1 6 1 GROUND CONNECTIONS 1 5 1 GROUND LOOP DETAIL 1 4 1 S/S N UT S/S LOCK WASHER S/S FLAT WASHER 3 1 TWO LUG GROUND 1/$„ 1 MIN. MIN. HEAT SHRINK OPPER BUSS FLAT WASHER S/S BOLT (1 OF 2) DO NOT DISCONNECT EAT SHRINK "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS. NOTE: 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. 2. ALL HARDWARE SHALL BE S/S 3/8" 0 OR LARGER 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH ANTI—OXIDANT COMPOUND BEFORE MATING. 4 LEGEND: 25 38 2 / @) —3/ o 2 �. ° o° o ,, o ' o Q n o °1° 0a o ° 0 o'yy o ° 0 0 0 ° ' 0 ° 1 0 1" 1— TINNED COPPER GROUND BAR, 1/4"x4"x10", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-5056 5— 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 City of Wheat Ridge Building Division 21 GROUND BAR gat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH_ARVDA SEAL �oQ,Pa �...R E.G.�STF9 4444563 •<a k�41'w I� 9': EXP 0,I ., 10/31/21 ; ��` E' '•••... ...�6 SS�0NAI E SIGNED, 03 MAR 2021 ILLI U p m J O o >O mO af > N pHpU O p w J wILdMU O a / H D _8 oaf 00 U 0jw \ LLJ 3 V) j it i �QU o J O U IN p w LLI Z r Z LLIU m Oo NCL Uw Y w z T w_ = U J U m m Cn O) O J w \ \ \ \ \ \ \ H 0 m—� � m M O O O N O Q N N Z O O O O O LL3 NON WI m (-)101 O N SHEET TITLE GROUNDING DETAILS SHEET NUMBER G=1 GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: GROUNDING NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING CONTRACTOR - SMARTLINK, LLC w REQUIREMENTS OF THE NEC AND TELCORDIA. SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2• ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY STRICT COMPLIANCE WITH THE NECAS ADOPTED BY THE AHJ NEC(AS THE SITE-SPECIFIC OWNER - AT&T MOBILITY 3 . THE NEC AND TELCORDIA. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED , (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH OEM - ORIGINAL EQUIPMENT MANUFACTURE WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL p TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TAPE WITH UV PROTECTION, OR EQUAL THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC ) ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK Z) . 2. ALL GROUND ELECTRODE SYSTEMS INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW o SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 4. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL ELECTRICAL TAPE (3M BRAND, to INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE O � APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL ZO EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH 3. NEC. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL POTENTIAL RESISTANCE TO bi APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND O U EXISTING INSTALLATION REQUIREMENTS. EARTH TESTING (PER IEEE 11FU AND 81) FOR NEEWW G GROUND ELECTRODE SYSTEMS. H LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL 5. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC p J WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY a LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, af THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. j WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., o ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS 4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, PLANELOAD AND CIRCUIT ID'S). J SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON 6. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE 4. &TESTING OF FACILITY GROUNDING FOR CELL SITES. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND 5. THE DRAWINGS. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. m CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN Q 7• ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO N ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER W MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. REMOVE SHARP USE LOW PROFILES TIE WRAPS. IL CIRCUITS TO BTS EQUIPMENT. 6. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 8. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND (n SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE p CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG CONTRACTOR. U STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR 7. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. OUTDOOR BTS. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 9. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. GRADE. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF 10. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED T TRENCHING SHALL BE APPROVED BY CONTRACTOR. AWG OR 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S LOCATION USED, UNLESS OTHERWISE SPECIFIED. FOR GROUNDING CONNECTIONS. EXPENSE TO THE SATISFACTION OF OWNER. 11. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS 9. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND 9. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS O AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR J SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED W OPERATION AT NO LESS THAN 75-C (90'C IF AVAILABLE). 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY \ SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. RACEWAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE 10. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. � ANSI/IEEE, AND NEC. O DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT 11. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE CLAMPS. INSTITUTE (ACI) 301. 13. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION 12. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE N SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE Z AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR WITH ACI 318 CODE REQUIREMENTS. USED FOR EXPOSED INDOOR LOCATIONS. O SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN 13. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 15. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC 14. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL LOCATIONS ABOVE GRADE. MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL aI CONSTRUCTION SERVICES. 16. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) 15. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO fn BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. U COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 12. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION SHEET TITLE MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES 17. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED WHERE VIBRATION GN=1 REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE CONDITIONS. PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. OCCURS OR FLEXIBILITY IS NEEDED. 13. ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE UNLESS 18. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR OTHERWISE NOTED. THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 14. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE, ABOVE GRADE 19. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN CONNECTIONS: EXOTHERMIC WELD TYPE. ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM 20. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. BELOW THE FROST LINE, WHICH EVER IS DEEPER. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING 16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 17. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL 22. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE CONTRACTOR. GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE 3R (OR BETTER) OUTDOORS. GROUNDING. 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED WEATHER RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). PROTECTED (WP OR BETTER) OUTDOORS. 24. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GENERAL NOTES City of Wheat Ridge Building Division 1 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF-R01 SITE NAME CRAN-RUTH-ARVDA SEAL �oQ,Pa �...R E.G.�STF9 c, . 44563 •• <a E1.vrr. QI�amC�t. 9': EXP O,l ., 10131/21 ; ��` SS�ONAI E SIGNED, 03 MAR 2021 w U p m Z) J Q o > H m O � T ZO > of w N p bi m p O U W M H D� U p J O a / af j o U J W \ LLJ 3 w z m Q J U N p W W 0 IL Z CL mZ m J U (n p U : O O W N U Y w F - Z T W = U J U DD m I I I O J W \ \ \ \ \ \ \ � O � O O N � O Oct N N Z O O O O O aI fn m U O N SHEET TITLE GENERAL NOTES SHEET NUMBER GN=1 GENERAL AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A 6. PARALLEL DUCTS OR CABLE WILL NOT BE PERMITTED WITHIN FIVE (5) FEET OF A COORDINATING, AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND CONDITION NOTES: ORIGINAL CONDITION. THE EXISTING STREET DENVER WATER 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC PROJECT ACCEPTANCE. CONDITION SHALL BE DOCUMENTED BEFORE ANY CUTS ARE MADE; PATCHING SHALL BE DONE CLEARANCE IS CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES 6. THE CONTRACTOR SHALL MAINTAIN AT LEAST A 10' CLEAR ZONE TO UTILITIES AT ALL 1. ALL CURRENT DENVER TRANSPORTATION STANDARDS AND DETAILS FOR THE ENGINEERING AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN IS SUBJECT TO CDOT AND/OR TIMES IN ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR/APPLICANT SHALL CLEARLY DIVISION SHALL BE FOLLOWED. PW ROW CONSTRUCTION INSPECTIONS FOR APPROVAL PRIOR TO COMMENCING WORK ON IDENTIFY OWNER NAME & CONTACT INFO ON ALL MANHOLE COVERS. p PUBLIC ROW. A COPY OF APPROVED TRAFFIC CONTROL PLANS MUST BE AVAILABLE ON SITE m 2. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL PROJECT DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE MOST RECENT VERSION 7. FOR ALL MANHOLES IN ASPHALT STREETS, ADD A 2" RISER RING DIRECTLY UNDER THE PERMITS ASSOCIATED OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), SECTION VI. COVER TO FACILITATE FUTURE ROTOMILL/OVERLAY OPERATIONS. WITH CONSTRUCTION AND RELATED ACTIVITIES SUCH AS STREET OCCUPANCY, STREET CUT, CONSTRUCTION, EROSION CONTROL AND PARKS PERMITS. 3. THE CONTRACTOR SHOULD REMOVE MATERIALS AND EQUIPMENT FROM THE ROW BY THE CLOSE OF DAILY OPERATIONS. 4. NO WORK SHALL BE PERMITTED AT NIGHT OR ON SATURDAYS, SUNDAYS, AND HOLIDAYS OR AS RESTRICTED BY CITY NOISE ORDINANCE WITHOUT PRIOR AUTHORIZATIONS OR UNLESS OTHERWISE SPECIFIED IN THIS PERMIT. CITY MAY RESTRICT WORK ON ROW DURING ADVERSE WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME. 5. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND STANDARDS ON THE JOB SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL NOTIFY CCD CONSTRUCTION ENGINEERING ROW DISTRICT INSPECTOR AND PUBLIC WORKS RIGHT OF WAY (PW ROW) CONSTRUCTION INSPECTIONS AT (303) 446-3469 OR WMDPWDESCE®DENVERGOV.ORG: 1) TWO DAYS BEFORE COMMENCING WORK IN THE ROW; 2) WHEN SUSPENDING OPERATIONS FOR 5 OR MORE WORKING DAYS; 3) TWO WORKING DAYS BEFORE RESUMING SUSPENDED WORK; AND 4) UPON COMPLETION OF WORK. 4. THE TRAFFIC CONTROL PLAN MUST INCLUDE PROTECTIVE MEASURES WHERE MATERIALS AND EQUIPMENT MAY BE STORED ON ROW. DENVER WATER NOTES: 5. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROW SHALL BE CLEANED 1. THE CONTRACTOR SHALL NOTIFY DENVER WATER AT (303) 628-6682 PRIOR TO ANY UP AND RESTORED TO THEIR ORIGINAL CONDITION, SUBJECT TO CITY APPROVAL. CONSTRUCTION THAT COULD AFFECT OR DISTURB A DENVER WATER FACILITY. 6. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES 2. APPLICANT ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGES INCURRED TO DENVER WITHOUT MATS. WATER FACILITIES DUE TO ACTIVITIES AUTHORIZED BY THE APPROVED PLANS. 7. RESTORATION IS REQUIRED FOR ANY HOLES OR CUTS MADE IN WALKING AND/OR PAVED SURFACES, INCLUDING THOSE FOR TEST HOLES OR POTHOLING FOR INVESTIGATION ACTIVITIES 3. DENVER WATER, AT THE SOLE EXPENSE OF THE APPLICANT WILL MAKE ALL FOR ANY LOCATES. REPLACEMENT OR REPAIR OF DENVER WATER FACILITIES ATTRIBUTED TO THE WORK. 8. ANY POTHOLES DRILLED INTO SIDEWALKS WILL REQUIRE FULL PANEL REPLACEMENT. PERMANENT PATCHING OF POTHOLES OR CUTS IS ALSO REQUIRED IN ASPHALT PAVEMENTS, AND FOR CONCRETE PAVEMENT WITH UP TO 2 POTHOLES. WHEN 3 OR MORE POTHOLES EXIST, THEN FULL STREET PANEL REPLACEMENTS ARE REQUIRED. ALL RESTORATION SHALL BE PER CITY AND COUNTY OF DENVER TRANSPORTATION STANDARDS AND DETAILS. CONTACT PW CONSTRUCTION ENGINEERING AT 303-446-3469 IF MORE INFORMATION IS REQUESTED. 4. IN THE EVENT THE APPLICANT'S FACILITIES ARE DAMAGED OR DESTROYED DUE TO DENVER WATER'S REPAIR, REPLACEMENT AND/OR OPERATION OF ITS FACILITIES, REPAIRS SHALL BE MADE BY THE APPLICANT AT ITS SOLE EXPENSE. 5. ADDING FIBER OPTICS TO AN EXISTING DUCT NOT PREVIOUSLY PERMITTED REQUIRES THE DUCT TO BE SUBJECT TO THE AFOREMENTIONED PROVISIONS. 7. THE APPLICANT AND CONTRACTOR ARE RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, 9' WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A 6. PARALLEL DUCTS OR CABLE WILL NOT BE PERMITTED WITHIN FIVE (5) FEET OF A COORDINATING, AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET DENVER WATER FACILITY (MAINS OR CONDUITS), AND A MINIMUM OF TEN (10) FEET OF PROJECT ACCEPTANCE. CONDITION SHALL BE DOCUMENTED BEFORE ANY CUTS ARE MADE; PATCHING SHALL BE DONE CLEARANCE IS REQUIRED BETWEEN POTABLE AND NON -POTABLE MAINS (E.G., STORM, IN CONFORMANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET SANITARY, REUSE). CUTS THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE ALL 8. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO NOTIFICATION AND INSPECTION. 9. IN THE EVENT THAT AN EMERGENCY REPAIR TO EXISTING FACILITIES IS NECESSARY, THE PW ROW CONSTRUCTION INSPECTIONS SHALL IMMEDIATELY BE NOTIFIED VIA TELEPHONE AT (303) 446-3469. EMERGENCY PROCEDURES SHALL BE COORDINATED BEFOREHAND, WHERE POSSIBLE, AND NO WORK WILL BE ALLOWED UNTIL NOTIFICATION IS RECEIVED. THE TELEPHONE NOTIFICATION MUST BE FOLLOWED UP WITH A LETTER TO PW ROW CONSTRUCTION INSPECTIONS AS SOON AS POSSIBLE. 10. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OR FEDERAL REGULATIONS. SHEETING AND SHORING MAY BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. THE CONTRACTOR SHALL ACCEPT SOLE LIABILITY AND RESPONSIBILITY FOR COMPLYING WITH THE CURRENT OSHA REGULATIONS APPLICABLE TO ALL WORK. 11. ALL WORK WILL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKDAY; NO OPEN HOLES AND/OR TRENCHES ARE ALLOWED OVERNIGHT. ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. 12. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. ALL POTHOLES MUST BE CORE DRILLED OR SAW CUT TO 2'X 2'. 14. UNLESS CONFINED IN A PREDEFINED BERM CONTAINMENT AREA, THE CLEANING OF CEMENT DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. (DRMC §. 56-102 (A.)(C.)) 15. WHERE ROW FENCES NEED TO BE REMOVED OR CUT TO FACILITATE CONSTRUCTION, APPROVAL MUST BE GIVEN BY PW ROW CONSTRUCTION INSPECTIONS BEFORE WORK IS PERFORMED. EXISTING LINE MUST BE ESTABLISHED BY GOOD SURVEY PRACTICES. THE CONTRACTOR WILL SUPPLY AND INSTALL NEW MATERIALS REQUIRED TO RESTORE FENCE TO ACCEPTABLE CONDITION. NEW POSTS AND WIRE WILL BE REQUIRED INCLUDING CORNER 4 IT IS THE RESPONSIBILITY OF THE APPLICANT TO EXAMINE THE SITE FOR EVIDENCE OF POSTS FOR GATES PLACED IN LOCATIONS AS DETERMINED BY THE ORIGINAL SURVEY. FENCES FAILURES OF OR DEFICIENCIES IN UTILITY COMPANY FACILITIES I.E. XCEL, DENVER WATER, WILL BE REPLACED ACCORDING TO FENCING STANDARDS OF THE PUBLIC WORKS DEPARTMENT. 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 16. IF LIVESTOCK IS PRESENT IN THE AREA OF FENCE REMOVAL, A TEMPORARY FENCE, DOCUMENTATION. THE APPLICANT HEREBY AGREES THAT THE REPAIR OF ANY AND ALL EQUIVALENT TO THE EXISTING, WILL BE REQUIRED TO CONTAIN LIVESTOCK UNTIL NEW FENCE DAMAGES (DIRECT OR INDIRECT), THAT MAY BE SUBSEQUENTLY DISCOVERED AND PROVEN TO IS IN PLACE; TEMPORARY FENCE WILL THEN BE REMOVED. HAVE BEEN CAUSED BY THE CONSTRUCTION ACTIVITIES, IS THE SOLE RESPONSIBILITY OF THE APPLICANT WITHOUT SUCH EVIDENCE OF PRE-EXISTING DAMAGE. THE APPLICANT HEREBY 17. UTILITY PLAN REVIEW APPROVAL DOES NOT CONSTITUTE APPROVAL FOR ANY WORK ON, AGREES THAT ANY AND ALL DAMAGES (DIRECT OR INDIRECT) TO UTILITY COMPANY FACILITIES, IN, UNDER, OR OVER PRIVATE PROPERTY. WHICH MAY BE SUBSEQUENTLY DISCOVERED WITHIN THOSE AREAS WHERE CONSTRUCTION OCCURRED WITHIN SIX FEET OF UTILITY COMPANY FACILITIES (DIRECT OR INDIRECT), AND ROADWAY NOTES: 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 1. CONSTRUCTION OF ANY PORTION OF THE PUBLIC ROADWAY, INCLUDING THE PAVEMENT RESPONSIBILITY OF THE APPLICANT. IT SHALL BE THE APPLICANT'S RESPONSIBILITY TO STRUCTURE, SUBSURFACE SUPPORT, DRAINAGE, LANDSCAPING ELEMENTS, AND ALL APPURTENANT FEATURES, SHALL COMPLY WITH THE PROVISIONS OF THE MOST CURRENT VERSION OF THE CITY & COUNTY OF DENVER RULES & REGULATIONS, CITY STANDARD SPECIFICATIONS, AND STANDARD DETAILS. LARGE PATCHES SHALL BE PAVED WITH A SELF-PROPELLED ASPHALT PAVING MACHINE. 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE ANY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE CUTTING IS TO TAKE PLACE. 11. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. 1. 12. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 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 WITH THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AND/OR UTILITY COMPANIES. FOR ADDITIONAL INFORMATION CONTACT: UNCC AT 1-800-922-1987. 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, 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 HANDHOLDS. IN THE EVENT THAT THE CONDUIT RUN, FIBER ENCLOSURES, VAULTS, OR HANDHOLDS 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. 2. MATERIAL REMOVED FROM ANY PORTION OF THE ROADWAY SECTION MUST BE REPLACED IN ACCORDANCE WITH THE PUBLIC WORKS RULES & REGULATIONS GOVERNING STREET CUTS. GENERAL NOTES 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. 7. WHEN CROSSING A DENVER WATER MAIN OR CONDUIT, A MINIMUM VERTICAL CLEARANCE OF EIGHTEEN (18) INCHES IS REQUIRED. 8. A DENVER WATER REPRESENTATIVE MUST BE PRESENT WHEN INSTALLATION CROSSES A SIXTEEN (16) INCH OR LARGER MAIN. 9. LOCATES AND POTHOLES SHALL BE REQUIRED FOR ALL CROSSINGS INVOLVING DENVER WATER FACILITIES INCLUDING, BUT NOT LIMITED TO, HYDRANT LATERAL RUNS AND SERVICE LINE CROSSINGS. 10. IN THE EVENT OF A CONFLICT WITH REQUIREMENTS, THE LATEST VERSIONS OF DENVER WATER'S ENGINEERING STANDARDS AND CAPITAL PROJECTS CONSTRUCTION STANDARDS SHALL SUPERSEDE THESE PROVISIONS. City of Wheat Ridge Building Division 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF-R01 SITE NAME CRAN-RUTH-ARVDA SEAL �oQ,Pa E91c°�'�vr•F 'rS.rS�44563 Q� a+ EXP 1013111 ...... 0IN A SIGNED, 03 MAR 2021 ILLI U p m O J o > H m O � T ZO > Of w N p Ld m p O U W d MH Dad U p J O a/ 0 j o 00 U W � LLJ 3 w J z m Q J U N p W W 0 (L Z CL r m00 Z LLI J U (n p U o O O W N U Y w z T W_ = U J U DD m m O) O J H R t0 O Cn � O O N m � M O Q N N Z O O O O O af um Rf [fin U O N SHEET TITLE GENERAL NOTES SHEET NUMBER GN=2 FORESTRY & LANDSCAPING NOTES: 1. UTILITY PROJECTS THAT DO NOT GO THROUGH FORESTRY REVIEW PROCESS OR DO NOT RECEIVE FORESTRY APPROVAL (SPEAKING OF THE <750LF FOR THE MOST PART); FORESTRY RESERVES THE RIGHT TO PLANT IN THE PRW AND CANNOT BE HELD LIABLE FOR ANY DAMAGE THAT OCCURS TO UTILITY WITHIN PRW WHERE UTILITY IS NOT PLACED AT A MINIMUM DEPTH OF 48". 2. THE OFFICE OF THE SPACE IN THE PRW AREAS BE VIOLATED OWNER'S EXPENSE. EROSION CONTROL NOTES: THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL POTENTIAL POLLUTANTS GENERATED DURING DEMOLITION OR CONSTRUCTION WORK ASSOCIATED WITH THIS PROJECT, BE PREVENTED FROM DISCHARGE TO STORMWATER CONVEYANCE SYSTEMS IN THE VICINITY OF THIS PROJECT SITE IN ACCORDANCE WITH THE FOLLOWING: CITY FORESTER RESERVES THE RIGHT TO DECLARE UNENCUMBERED 1. FOR FUTURE AND REPLACEMENT PRW TREES. SHOULD THESE BY ANY UTILITY, THE UTILITY OWNER SHALL (RE)MOVE UTILITY AT 3. THE FOLLOWING OPTIONS SHALL ONLY BE USED WHEN ALL EFFORTS TO LOCATE UTILITIES OUTSIDE OF AMENITY ZONE/TREE PLANTING AREA/TREE LAWN HAVE BEEN EXHAUSTED: A. LOCATION OPTION 1 (INSTALLATION UNDER EXISTING PAVED SURFACES — WALKS, DRIVES): I. WHERE PAVED AREAS SUCH AS SIDEWALKS, DRIVEWAYS, OR ENTRY WALKS EXIST, DRY UTILITIES SHOULD BE ROUTED WITHIN BOUNDARIES OF THESE AREAS TO MINIMIZE TREE—UTILITY CONFLICTS. II. WHERE PAVED AREAS DO NOT EXIST, OR INSUFFICIENT SPACE EXISTS WITHIN EXISTING PAVEMENT BOUNDARIES, SEE OPTIONS BELOW. B. LOCATION OPTION 2A (INSUFFICIENT SPACE IS AVAILABLE WITHIN PAVED AREA BOUNDARIES FOR UTILITY INSTALLATION): I. WHERE INSUFFICIENT SPACE EXISTS WITHIN THE SIDEWALK BOUNDARY FOR UTILITY INSTALLATION, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES OR POTENTIAL PLANTING AREA. II. ROUTE UTILITIES OFF—CENTER FROM AMENITY ZONES, PRESERVING SPACE FOR TREE PLANTING. IILUTILITIES INSTALLED OUTSIDE SIDEWALK OR HARDSCAPE BOUNDARIES MUST BE INSTALLED AT A MINIMUM DEPTH OF 48". IV.UNLESS ALL OTHER AVAILABLE SPACE IN AMENITY ZONE HAS BEEN ENCUMBERED, AVOID INSTALLING UTILITIES DIRECTLY UNDER EXISTING TREES. UTILITY LINES MUST BE INSTALLED MIN. 48" DEEP WHEN INSTALLING LINES UNDER TREES. C. LOCATION OPTION 2B (PAVED AREAS DO NOT EXIST): I. WHERE SIDEWALKS DO NOT EXIST, ROUTE UTILITIES AS CLOSE AS POSSIBLE TO ROW LINE OR ADJACENT TO BACK OF CURB, WHICHEVER PLACES UTILITY LINES FURTHEST FROM EXISTING TREES/POTENTIAL PLANTING AREA. 4. THE CONTRACTOR SHALL NOT SPRAY, CUT, OR TRIM TREES OR OTHER LANDSCAPING ELEMENTS WITHIN THE PUBLIC RIGHT—OF—WAY (ROW), UNLESS SUCH WORK IS OTHERWISE SPECIFIED OR CLEARLY INDICATED ON THE APPROVED PLANS. 5. ANY DISTURBED LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER CONDITION THAN THAT WHICH EXISTED PRIOR TO WORK. 6. SEEDING, SODDING, AND PLANTING SHALL BE AS SPECIFIED OR OTHERWISE APPROVED BY CITY. CONSTRUCTION, MAINTENANCE, AND WATERING REQUIREMENTS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS. WHERE LANDSCAPE RESTORATION MUST BE DELAYED DUE TO SEASONAL REQUIREMENTS, A SEPARATE PERMIT MAY AUTHORIZE SUCH WORK. 7. THE CITY REQUIRES COMPLIANCE WITH THE FOLLOWING WHEN WORK IS NECESSARY / REQUIRED ADJACENT TO / NEAR TREES IN THE ROW OR OTHER PUBLIC SPACES: A. WHEN EQUIPMENT IS WORKING NEAR TREES, TREE PROTECTION FENCING SHALL BE ERECTED AT OR JUST OUTSIDE THE CRITICAL ROOT ZONE (CRZ = 1' LINEAR RADIUS FOR EVERY 1" DIAMETER OF TREE TRUNK MEASURED AT 4.5 FEET): I. WHEN THIS IS NOT POSSIBLE, CONTRACTOR MUST MEET WITH OCF PERSONNEL ON SITE. B. NO EXCAVATION OR EQUIPMENT STORAGE SHALL OCCUR WITHIN THE CRZ: I. WHEN WORK MUST OCCUR WITHIN CRZ, EXCAVATION MUST BE PERFORMED WITH HAND—TOOLS, AIR SPADE, OR OTHER OCF APPROVED METHOD. C. ROOTS 2" OR LARGER SHALL NOT BE CUT, IF CONFLICT ARISES CONTRACTOR MUST CONTACT THE OFFICE OF THE CITY FORESTER. D. TRENCHING SHALL NOT OCCUR WITHIN THE CRZ WITHOUT VERIFYING LOCATION OF EXISTING ROOTS THAT MAY BE IMPACTED BY EXCAVATION: I. APPROVED ROOT DISCOVERY METHODS INCLUDE: HAND WORK, AIR SPADE, GROUND PENETRATING RATING, OR OTHER OCF APPROVED METHOD. II. ADJUST THE ROUTE TO AVOID ROOTS AS MUCH AS POSSIBLE. III.STORE SOIL OPPOSITE THE TREE SIDE OF THE TRENCH. IV.BACKFILL QUICKLY AND CLEANLY, AND WATER ROOTS DEEPLY. V. EXPOSED ROOTS MUST BE KEPT MOIST AT ALL TIMES. COVER EXPOSED ROOTS WITH BURLAP OR OTHER MATERIAL THAT WILL HOLD MOISTURE AGAINST EXPOSED ROOTS. VI.TUNNELING/DIRECTIONAL BORING MUST BE AT LEAST 48 INCHES BELOW GROUND LEVEL E. ALL PIT LOCATIONS MUST BE STAKED AND APPROVED PRIOR TO AN EXCAVATION; I. MINIMIZE THE WORK PIT TO NO WIDER THAN THE TRENCH; 8. SHOULD ANY TREE DAMAGE OCCUR, CONTRACTOR SHALL CONTACT THE OCF IMMEDIATELY 9. THE CITY & COUNTY OF DENVER TREE RETENTION AND PROTECTION SPECIFICATIONS MUST BE FOLLOWED. FOR A COPY OF THE TREE PROTECTION SPECIFICATIONS PLEASE CONTACT THE OFFICE OF THE CITY FORESTER AT (720) 913-0651 OR EMAIL AT FORESTRY®DENVERGOV.ORG. GENERAL NOTES THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS, WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 2. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN THE FLOW LINES OF STORM DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. ALL REMOVALS SHALL BE CONDUCTED IN A TIMELY MANNER. 3. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. (SEC.49-552; REVISED MUNICIPAL CODE. 4. THE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES, OTHER THAN PORTABLE TOILETS, IS PROHIBITED. 6 5. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL IMPLEMENT THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) ON SITE DURING CONSTRUCTION: A. VEHICLE TRACKING CONTROL: THIS BMP IS REQUIRED AT ALL ACCESS POINTS FOR INGRESS/EGRESS FROM OFF—SITE IMPERVIOUS SURFACES TO CONSTRUCTION SITE PERVIOUS AREAS THAT ARE USED BY VEHICULAR TRAFFIC OR CONSTRUCTION EQUIPMENT. B.INLET PROTECTION: THIS BMP IS REQUIRED ON ALL EXISTING OR PROPOSED STORM SEWER INLETS IN THE VICINITY OF THE CONSTRUCTION SITE THAT MAY RECEIVE SITE RUNOFF. THE BMP MUST BE APPROPRIATE TO THE TYPE OF STORM INLET AND APPROPRIATE FOR THE GROUND SURFACE AT THE INLET. C.INTERIM SITE STABILIZATION: THIS BMP IS REQUIRED TO PROVIDE A MEASURE FOR PREVENTING THE DISCHARGE OF SEDIMENT FROM CONSTRUCTION SITES WHERE OVERLOT GRADING OR OTHER SITE DISTURBANCE HAS OCCURRED. THIS BMP IS PARTICULARLY NECESSARY ON SITES WHERE CONSTRUCTION ACTIVITIES/DISTURBANCE WILL BE LIMITED TO SMALL AREAS OF THE PROJECT SITE. ACCEPTABLE BMPS INCLUDE: I. PRESERVING EXISTING VEGETATION II. SEEDING AND PLANTING III.MULCHING IV.MULCHING AND SEEDING V. TEMPORARY/PERMANENT RE—VEGETATION OPERATIONS VI.CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES WMD APPROVAL) D. WASTE MANAGEMENT/CONTAINMENT: THIS BMP REQUIRES THAT ALL CONSTRUCTION WASTES, FUELS, LUBRICANTS, CHEMICAL WASTES, TRASH, SANITARY WASTES, CONTAMINATED SOILS OR DEBRIS SHALL BE CONTAINED ON SITE, PROTECTED FROM CONTACT WITH PRECIPITATION OR SURFACE RUNOFF, PERIODICALLY REMOVED FROM THE CONSTRUCTION SITE, AND PROPERLY DISPOSED OF. E. SPILL PREVENTION/CONTAINMENT: THIS BMP DEFINES THE MEASURES PROPOSED FOR PREVENTING, CONTROLLING, OR CONTAINING SPILLS OF FUEL, LUBRICANTS, OR OTHER POLLUTANTS; AND PROTECTING POTENTIAL POLLUTANTS FROM CONTACT WITH PRECIPITATION OR RUNOFF. F. CHUTE WASHOUT CONTAINMENT: WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE IS REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. I. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). G. SWEEPING: THIS BMP REQUIRES THAT IMPERVIOUS SURFACES WHICH ARE ADJACENT TO OR CONTAINED WITHIN CONSTRUCTION SITES BE SWEPT ON A DAILY BASIS OR AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. H. PERIMETER CONTROL: THIS BMP REQUIRES THAT A CONSTRUCTION SITE INSTALL A PERIMETER CONTROL MEASURE ALONG THE EDGE OF THE CONSTRUCTION SITE, TO PREVENT, OR FILTER THE DISCHARGE OF SURFACE RUNOFF FROM THE CONSTRUCTION SITE. THE TYPE OF PERIMETER CONTROL USED SHALL BE DETERMINED BASED ON—SITE CONDITIONS AND LOCATION. MAINTENANCE AND REPAIR OF THE CONTROL MEASURE SHALL OCCUR AS NEEDED, IN A TIMELY MANNER. I. STOCK PILES: SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL MATTI NG/GEOTEXTI LES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SHALL BE REQUIRED. J. SAW CUTTING OPERATIONS: THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER). K. STRUCTURAL CONTROLS: DEVELOPMENT SITES THAT ARE REQUIRED TO PROVIDE DETENTION AND WATER QUALITY ENHANCEMENT FACILITIES FOR STORM RUNOFF NEED TO INSTALL THE DETENTION FACILITIES EARLY IN THE CONSTRUCTION BUILD—OUT OF THE SITE. PROJECTS THAT ARE USING UNDERGROUND DETENTION ARE REQUIRED TO INSTALL A PRETREATMENT STRUCTURE(S) OR SEDIMENTATION BASIN(S) AS A MEANS OF TREATING POTENTIALLY POLLUTED STORM WATER PRIOR TO ENTERING THE DETENTION STRUCTURE. USE OF THESE STRUCTURES IS REQUIRED FOR ENTRAPPING SEDIMENT AND CONSTRUCTION DEBRIS DURING THE ACTIVE CONSTRUCTION PHASE OF THE PROJECT. A NARRATIVE SECTION OF A MANAGEMENT PLAN SHOULD ADDRESS OPERATION AND MAINTENANCE OF THE STRUCTURAL CONTROLS BEING USED AS AN ACTIVE CONSTRUCTION BMP. EROSION AND SEDIMENT CONTROL 'BEST MANAGEMENT PRACTICES' SHALL BE MAINTAINED AND KEPT IN EFFECTIVE OPERATING CONDITION FOR THE DURATION OF THIS PROJECT. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY UPON DISCOVERY OF ANY DEFICIENCY OR DEFECT. City of Wheat Ridge Building Division 'at&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 %I FIELD SERVICES \1 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 7105.5 W 44TH AVE WHEAT RIDGE, CO 80033 SITE NUMBER COL0717OF_ROl SITE NAME CRAN_RUTH—ARVDA SEAL \ Q�a+ EXP 10/31121 SIGNED, 03 MAR 2021 ILLI U p m J O o > H m O T ZO > Of w N p Ld m O U � U p J w O a M / H af D� p j o 00 U W \ LLJ 3 w J CE z M m �0 Q Li- J O U N p W W (n IL a r Z LLI J U (n p m 00 U O O O W N U Y w z T w_ = U J U DD m Cn O) O J H t0 Cn m M �1Nl O � O O N � O Q N N Z O O O O O LL3 wI m I U O N SHEET TITLE GENERAL NOTES SHEET NUMBER GN=3 t r VIEW P c C i.L.= - — . r e PVC CONDU I RA FNAY DETAIL N. T ' *THIS MUST BE FILLED OUT 0 B I�Lb1'NUFACT4�RI BEGINS"0 P1E�E ORDER � �E'EIAL APPROVED W1 NO EXCEPTIOINS TA.v.=`4: ❑ APPROVED,AS NOTED: REVISE AND RE -SUBMIT: ❑ S IGt4ATILIRE DATE CC44T�A.C7Z ITO VERIFY THAT ALL INFD AfTI ON 15hXsha C#,® DRAW! `MDQ K-d.Q E.;'N CHECKER COiIIrIPLIE 3, WITI THE CONTRACT EOCLIME—K- 0 AND 10 AE °TE T'D MEET THE FIELD D171 -M1 C -LD ,TLEP':�EDA"T1C TS NO RESIPCH.5181L1TY FCR EFRD='� M OMISSIONS AFTER RECEIPT CIF APPFVVT=D SHOP DR.A'A1I'%-: MOTE: =1R0DLCPQI4 WILL NOT CCVMENCE UNTIL F IEIPT Or- DIG4EDAPPR Er,° H0P DR..b1IV1CdG&S. I I I I I I I I I S� I I I I " Py '' I I )E 8) 0r 11 CONDUIT RACEWAYS (SEE DETAIL) I I I I I I ti� �I Ll�'1 rr— I I I I I I I I I I I I II ,' ANCHOR C.AC-E I I I I SEE PC_ I I I I I L FOR D ETAIL I I I I I I � I .`,• r,�r r••�,. I �r' T . I ji I r . S $ . L 171 lc-. _ _ _ -i ' — _I City of Wheat Ridge Building Division DESIGN NOTES DESIGN ASSUMPTIONS: A- 92. 34 FT -I IF LtAX MOM =N7 FROM POLE B. 2.79 K I P MAX SHEAR FRONJ POLE C- 8" MAX ,ABOVE GRADE.. 114 STALLATI ON D. C LAS 3 0 BACKFILL OF C DF 3 j -OSI CRETE 28 DAY COMFI ESSI�V E STRE"GTH SHALL BE 60EE PSI (,MIN.) 4 � STEEL REINFORCEM ENT: FSE BAR. ASTM A-815 GRADE 6(1- f `. V EK I =1T: ASTM l 50 SPEC IF ICAT 1014 S. HOP NOTES 1. CON'.FEE AFH: 15KE10 151 2. C0hCPETE FINISH: SWOM FINISH 3.. 1500 FSI MINNIUM STFOPPI nT Ek - M REOL LEU 4. PASE T BE ROLLED AFTFR 5f RIPF14G BILL (---.,IF MATERIALS LS 1 f I, !FA bEscRiF564 Ff Ell 1 d EA TC1q ' ' +1j' DH -52 QF''c 2 4.cc- LF cx T-0 ' R0U HLV SPECK 3 20 EA WY4�- r 2H NLI HIJG SPECK 4 12 E� O'YIG! F4-36 WHER 1 - DG SPECIAL 5 1 Er 7 ?` X 22* EMUED PLATE SPECIAL 0 12.0 LF PVC PIPE ON SCH-40 SPECUL 7 0 ESL " 'COMMIT RikCIEWNY SPECIAL H in EA 030m 1.3 REEVIR RING '�PEC;IAL .18 cy 6WO PS TYPE III MIX 9501 x"40 1.461 CK h W 9011 C1iy) P R C-.0 T' WE I G H T. 1zEF7HCN WEIGHT LIS Id°'2L0N E LF3 8,843 2,18 1 - MP FtlYMEw P14Mh MY. Wr1.E % N E012S PHW--- 3M -M-1 m FAA,: TM 5YffMrX7ArMVEIW OF 1y brtn F PRET T° bt. R E �thF1 BMJr u MI IED FSE REFEREMCE K#P9 . OL7. AC 'AII .L 44T HE Jr -ED IN, AMY WW OWUN05 M THE 11491M Of, 0 NITI*ff TI -E w9ffrD+ PPEAul 4' 4 Of Mr -AME E p i IWC Hi 036" X 8'-6" LIQ HT TOLE �A E SUOMFFFAL DRAWINGS CURL USE IDLES 3 -ES CULUIIDU EL ENERGY acres I mc(m SkIls owe 11/m/161 zR Sm 154601b, 11 Ct-- 1 v4 05-35X 102 -J -PE 1 OF 3 SUPPLEMENTAL SITE PERMIT This Supplemental Site Permit, made this Istb day of February 2021 ("Effective Date") between the City of Wheal Ridge hereinafter designated "Licensor," and New Cingular Wireless PCs, LLC hereinafter designated "Company": 1. Supplemental Site Permit. This is a Supplemental Site Permit as, referenced in that certain Wireless Communications Facilities Master License Agreement in connection with the operation of Company's Network, between Licensor and Company dated July Bch 20 21 (the "Agreement"). All of the terms and conditions of the Agreement are incorporated herein by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Supplemental Site Permit, the terms of this Supplemental Site Permit shall govern. Capitalized terms used in this Supplemental Site Permit shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2. Project Description and Locations. As described herein, Company shall have the right to use the Licensor -owned structure, other vertical structure owned by a third party or a newly constructed vertical structure for WCF at the Wireless Site in the PROW as described in Attachment 1, Table 1 attached hereto. 3. WCF Equipment. The Equipment to be installed at the Wireless Site is described in Attachment 1, Table 2 attached hereto. 4. Term. The term of this Supplemental Site Permit shall be as set forth in Section 2.3 of the Agreement. 5. Fees. If this Supplemental Site Permit is for attaching WCFs to Licensor -owned structures in the PROW, the initial annual attachment fee shall be $200.00 ("Attachment Fee"). Such annual Attachment Fee shall not be applicable to street lighting poles approved for street lighting purposes by the Licensor that are purchased by the Company and assigned to the Licensor pursuant to Section 2.2.1(ii) ofthe Agreement. 6. Commencement Date. The commencement date of this Supplemental Site Permit is the first day of the month following the date Company has commenced installation of its WCFs at the Wireless Site. 7. Approvals. It is understood and agreed the Company's ability to use the Wireless Site is contingent upon its obtaining all of the certificates, permits and other approvals (collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to Company is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority; (iii) Company determines that such Governmental Approvals may not be obtained in a timely manner; or (iv) Company _22_ determines one or more licensed Wireless Sites is no longer technically compatible for its use, Company shall have the right to terminate all or part of this Supplemental Site Permit. Notice of Company's exercise of its right to terminate shall be given to Licensor in writing by certified mail, return receipt requested, and shall be effective upon the mailing of such notice by Company, or upon such later date as designated by Company. All fees paid to said termination date shall be retained by Licensor. If the Company has not commenced installation of its WCFs at the Wireless Site within one hundred eighty (180) days of the Effective Date, this Supplemental Site Permit shall terminate without further action required by either party; provided however that such deadline may be extended by mutual written agreement of the parties; and further provided, howr` rr, that such 180 -day period will be extended as reasonably necessary, but in no event beyond 365 days, if there are delays in obtaining necessary permits, licenses, rights-of-way, easements and other rights required to commence installation of the Company's WCFs due to circumstances beyond the Company's control. Upon such termination, all or part of this Supplemental Site Permit, as applicable shall be of no further force or effect except to the extent of the representations, warranties and indemnities made by each patty to the other hereunder and in the Agreement. Otherwise, Company shall have no further obligations for the payment of any Attachment Fee to Licensor. (Signature page follows.) -23- CITY OF WHEAT RIDGE, COLORADO ATTE/��,J� BY: By: t�N U 1 S&jAh Kirkpatrick, City Clerk Bud Starker Mayor APPROVED AS TO FORM: --7-7 Ll� By: Gerald Dahl, City Attorney COMPANY NEW CINGULAR WIRELESS PCS, LLC, a Delaware limited liability company By: AT&T MOBILITY CORPORATION Its: Manager ATTEST: By: By: Mark Johns Manager Attachments: Attachment 1 -24- g � § w ) §� & a ! » } / \ . $ \ � w - \ : 2 ( \ § k ( 0Z 00 ( �f (ƒ ) dam§ � § \\ jf\ / cy° /\ }( 2 Ind94 - °IV �l \ u < )# )( « <8 g N � p u C G U u H GG U u y O Q ai 6 Q d dv S4 x A � A v w ua - ti ap F a� r.i M f1 M y. E S $ E uE E 8 233y3 3b L w aU vw a a o 'u pyo aI aaga rn Q :JN O � u> 0: y - a.� 0303 F• ��,��, pa oay a °�; a aNa� ..� a ,'�' ,� O u °Ma o�3y N SUPPLEMENTAL INSTRUCTIONS COMPANY SHALL PROVIDE THE FOLLOWING, AS APPLICABLE, TO BE CONSIDERED BY LICENSOR IN WHETHER TO GRANT THE SUPPLEMENTAL SITE PERMIT: 1. Plans showing engineering design, and specifications for installation of the Wireless Communication Facility, including the location of radios, antenna facilities, transmitters, equipment shelters, cables, conduit, point of demarcation, backhaul solution, electrical distribution panel, electric meter, electrical conduit and cabling, location of any potholes and all other associated equipment. Where applicable, the design documents shall include specifications on design, pole modification, and ADA compliance a. The plans shall show existing sidewalk size, existing utilities, existing trees and other existing improvements. b. The plans shall include a separate sheet showing traffic control signs and equipment. 2. For Licensor poles, include documentation from the Licensor verifying the pole is eligible for attachment. Also include a load bearing study that determines whether the pole requires reinforcement or replacement in order to accommodate attachment of the Wireless Communication Facility. If pole reinforcement or replacement is warranted, the design documents shall include the proposed pole modification. 3. For new pole installations, include documentation verifying the pole location is in the PROW and is eligible for installation. Include list of adjacent property owners. If the proposed installation includes a new pole, provide design and specification drawings for the new pole. 4. If the proposed installation will require reinforcement or replacement of an existing pole, provide applicable design and specification drawings. 5. The number, size, type, and proximity to the facilities of all communications conduit(s) and cables to be installed. 6. Description of the utility services required to support the facilities to be installed. 7. A typewritten legal description with (1) the Section, Township and Range, and County being affected, and if it is part of a subdivision, it shall be stated also; (2) the Point of Beginning to an established land corner or to a subdivision plat that is tied to an established land corner , with curves showing radius, delta, arc length and angle to radius point if curve is non- tangent, and area to be included in square feet; and (3) the legal description SIGNED and SEALED by a surveyor registered in the State of Colorado. S. For Licensor -owned traffic signal poles, provide information required by Exhibit C of the Agreement. 26 A. Operational Standards. (1) Federal Requirements. All Small Cell Facilities and other WCFs and associated Equipment (collectively, "WCFs") shall meet the current standards and regulations of the FAA, FCC and any other agency of the federal or state government with the authority to regulate telecommunication equipment. If such standards and regulations are changed, Company shall bring such WCFs into compliance with such revised standards and regulations within the time period mandated by the controlling federal or state agency. Failure to meet such revised standards and regulations shall constitute grounds for the removal of the WCFs from any site under this Agreement at Company's expense. (2) Radio Frequency Standards. All WCFs shall comply with federal standards for radio frequency emissions. If concerns regarding compliance with radio frequency emissions standards are made to Licensor, Licensor may request that Company provide information demonstrating compliance. If such information suggests, in the reasonable discretion of Licensor, the WCFs may not be in compliance, Licensor may request and Company shall submit a project implementation report which provides cumulative field measurements of radio frequency emissions of all antennas installed at the subject site, and which compares the results with established federal standards. If, upon review, Licensor finds the WCF does not meet federal standards, Licensor may require corrective action within a reasonable period of time, and if not corrected, may require removal of any WCFs as an unauthorized use under this Agreement. Any reasonable costs incurred by Licensor, including reasonable consulting costs to verify compliance with these requirements, shall be paid by Company upon demand by Licensor or, if such costs remain unpaid after demand, Licensor may recover such costs by the same manner and method authorized to recover nuisance abatement costs under the Wheat Ridge Municipal Code. B. Design Standards. (1) In addition to any requirements of the Wheat Ridge Municipal Code, the requirements set forth in this Exhibit shall apply to the location and design of all WCFs governed by this Agreement as specified below; provided, however, Licensor may waive these requirements if it determines the goals of this Exhibit are better served thereby. To that end, WCFs shall be designed and located to minimize the impact on the subject neighborhood and to maintain the character and appearance of the specific location. (2) General Principals a. All WCFs covered by this Agreement shall be as architecturally compatible with thc surrounding a i ea as feasible; 27 b. All electrical, communication, and other wiring to WCF components, including radios, antennae and backhaul connections, shall be fully concealed, internal to the structure where possible and shrouded in all other instances; C. Height or size of the proposed WCFs and any replacement pole should be minimized and conform to the standard form factor of a Licensor traffic signal or Licensor or utility company street light or distribution pole to the maximum extent practicable; d. WCFs shall be sited in a manner that takes into consideration its proximity to residential structures and residential district boundaries, uses on adjacent and nearby properties, and the compatibility of the facility to these uses, including but not limited to proximity of Wireless Site to first and second story windows; e. Equipment shall be designed to be compatible with the site, with particular reference to design characteristics that have the effect of reducing or eliminating visual obtrusiveness. Appurtenances shall match the standard form factor of Licensor traffic signal or Licensor or utility company street light or distribution pole to the maximum extent practicable; and f WCFs and any associated landscaping fencing shall be designed and located outside of intersection sight triangle distances and in accordance with the City of Wheat Ridge Engineering Code of Standards and Specifications and AASHTO standards. (3) Camouflage/Concealment. All WCFs shall, to the extent possible, match the appearance and design of existing Licensor traffic signal or Licensor or utility company street light or distribution pole adjacent to the Wireless Site; and when not technically practicable, that WCF is to use camouflage design techniques including, but not limited to the use of materials, colors, textures, screening, landscaping, or other design options that will blend the WCF to the surrounding natural setting and as built environment. Design, materials and colors of WCFs not identical to existing Licensor traffic signal or Licensor or utility company street light or distribution poles shall otherwise be compatible with the surrounding environment. Designs shall be compatible with structures and vegetation on the same parcel and adjacent parcels. a. Camouflage design may be of heightened importance where findings of particular sensitivity are made (e.g., proximity to historic or aesthetically significant structures, views, and/or community features). In such instances where a WCF is located in areas of high visibility, they shall (where possible) be designed to minimize their profile. b. All WCF components including antennas, vaults, equipment rooms, equipment enclosures, and support structures shall be constructed out of non -reflective materials (visible exterior surfaces only). K] (4) Hazardous Materials. No hazardous materials shall be permitted in association with WCFs, except those necessary or requested for the operations of the WCFs and only in accordance with all Applicable Laws governing such materials. (5) Siting. a. No portion of any WCF may extend beyond the ROW without prior approval(s). b. Collocation and Modification. The parties acknowledge that it is the intent of the Agreement to provide general authorization to use the PROW for Small Cell Facilities as permitted under Applicable Laws. The designs approved by the City for the installation of Small Cell Facilities as agreed to in the Supplemental Site Permit governing each specific site, including the dimensions and number of antennas and equipment boxes and the pole height are intended and stipulated to be concealment features under 47 CFR 1.40001 (as amended), and shall be addressed under Applicable Laws when considering collocation and modification requests. C. WCFs shall be sited in a location that does not reduce the parking for the other principal uses on the parcel below Licensor standards unless it is the onlyoption. (6) Lighting. WCFs shall not be artificially lit, unless required by the FAA or other applicable governmental authority, or the WCF is mounted on a light pole or other similar structure primarily used for lighting purposes. If lighting is required, Licensor may review the available lighting alternatives and approve the design that would cause the least disturbance to the surrounding views. Lighting shall be shielded or directed to the greatest extent possible so as to minimize the amount of glare and light falling onto nearby properties, particularly residences. (7) Landscape and Fencing Requirements. a. Ground -mounted WCF components shall be sited in a manner that does not reduce the landscaped areas, for the other principal uses on the parcel, below City standards. b. Unless otherwise mutually agreed to by the parties, ground -mounted WCF components shall be landscaped with a buffer of plant materials that effectively screen the view of that part of the WCF from adjacent property. The standard buffer shall consist of the front, side, and rear landscaped setback on the perimeter of the site. C. In locations where the visual impact of the WCF would be minimal, the landscaping requirement may be reduced or waived altogether by Licensor. (8) Noise. Noise generated on the site must not exceed the levels permitted by local 29 standards, except as may be expressly permitted by local approval. (9) Additional design requirements shall be applicable to the various types of WCFs as specified below: a. Base Stations. Any antenna installed on a structure other than a municipal structure (including, but not limited to the antennas and accessory equipment) shall be of a neutral, non -reflective color that is identical to, or closely compatible with, the color of the supporting structure, or uses other camouflage/concealment design techniques so as to make the antenna and related facilities as visually unobtrusive aspossible. b. Alternative Tower Structures located in the Right -of -Way. In addition to the other criteria contained in this Exhibit and the Wheat Ridge Municipal Codes, an Alternative Tower Structure located in the right-of-way shall: i. With respect to its pole -mounted components, be located on an existing utility pole serving a utility; or ii. Be camouflaged/concealed consistent with other existing natural or manmade features in the right-of-way near the location where the Alternative Tower Structure will be located; or iii. To the extent reasonably feasible, be consistent with the size and shape of the pole -mounted equipment installed by Licensor and any communications companies on utility poles near the proposed Alternative Tower Structure; iv. Be sized to minimize the negative aesthetic impacts to the right-of- way; Be designed such that antenna installations near traffic signal standards are placed in a manner so that the size, appearance, and function of the signal will not be negatively impacted and so as not to create a visual distraction to vehicular traffic; vi. Require any ground mounted WCF components be located in a manner necessary to address both public safety and aesthetic concerns under local requirements, and may, where appropriate, require a flush -to -grade underground equipment vault; and C. Related Accessory Equipment. Accessory equipment shall meet the following requirements: All buildings, shelter, cabinets, and other accessory components shall be grouped as closely as technically possible; ii. The total footprint coverage area of the accessory equipment shall not exceed 30 thirty-six (36) square feet; Accessory equipment, including but not limited to remote radio units, shall be located out of sight by locating behind landscaping, parapet walls, within the pole, behind an attached sign on a pole or underground. Where such alternate locations are not available, the accessory equipment shall be camouflaged or concealed. iv. Notwithstanding subsections (i) - (iii), accessory equipment shall not alter vehicular circulation or parking within the right-of-way or impede vehicular, bicycle, or pedestrian access or visibility along the right-of-way. The location of such equipment must comply with the Americans With Disabilities Act and all Applicable Law. (10) Setbacks and Separation. The minimum setbacks and separation requirements of the Wheat Ridge Municipal Code shall apply to all WCFs and each Supplemental Site Permit. (11) Nothing in the Agreement or this Exhibit B shall be interpreted to authorize the installation of macro wireless communications service facilities, macro base stations, or similar high-powered cellular or wireless broadband facilities in the PROW, or the installation of macro wireless towers, or poles intended for macro facilities. (12) For the purposes of interpreting this Agreement, including Exhibit B, the following definitions shall apply: Alternative tower structure means any man-made trees, clock towers, bell steeples, light poles, water towers, farm silos, or similar alternative design mounting structures that camouflage or conceal the presence of antennas or towers so as to make them architecturally compatible with the surrounding area. Base station means a structure or equipment at a fixed location that enables FCC -licensed or authorized wireless communications between user Equipment and a communications network. The definition of Base Station does not include or encompass a Tower or any equipment associated with a Tower. Base Station does include, without limitation: (A) Equipment associated with wireless communications services such as private broadcast, and public safety services, as well as unlicensed wireless services and fixed wireless services such as microwave backhaul that, at the time the relevant application is filed with the Licensor, has been reviewed and approved under the Licensor's applicable zoning or siting process, or under another State or local regulatory review process, even if the structure was not built for the sole or primary purpose of providing such support. (B) Radio transceivers, antennas, coaxial or fiber-optic cable, regular and backup power supplied, and comparable equipment, regardless of technological configuration (including Distributed Antenna Systems ("DAS") and small-cell Networks) that, at the time the relevant application is filed with the Licensor, has been reviewed and approved under the Licensor's applicable zoning or siting process, or under another 31 State or local regulatory review process, even if the structure was not built for the sole or primary purpose of providing such support. The definition of Base Station does not include any structure that, at the time the relevant application is filed with the Licensor, does not support or house equipment described in Sub -paragraphs (A) and (B) above. 32 EXHIBIT C ATTACHMENTS TO LICENSOR -OWNED TRAFFIC SIGNAL FACILITIES Traffic signal poles already supporting police or fire safety equipment are not eligible to be considered for Company's WCF. Company's WCF placed on traffic signal poles may be required to be relocated at any time if the Licensor -owned infrastructure is needed for placement of police or fire safety equipment. Traffic signal poles are engineered structures designed to specific loading criteria and required AASHTO standards. Modifications to the loading shall require an engineering analysis stamped by a Colorado licensed professional engineer. Installations on traffic signal poles cannot alter the poles in any way. Therefore, all attachments must be banded. Drilling and taping is not allowed. All cabling must be external to the pole to eliminate the possibility of interference with existing signal cables and conductors. Cables, conduits and bands must not interfere with access to or operation of any of the traffic signal equipment. Specific clearances may be required and shall be reviewed on a case-by-case basis. Analysis must be provided to show the proposed Equipment shall not interfere with the Licensor's wireless network operating in the 900 MHz and 5.8 GHz frequencies. For installations on traffic signal poles, involved personnel must hold at least a Level I IMSA Traffic Signal certification (level II preferred) to demonstrate comprehension of the implications of any negative impacts to the Licensor's traffic signal infrastructure. Any installation or servicing of WCF located on traffic signal poles shall be coordinated with the Licensor's Traffic Operations and Traffic Engineering groups a minimum of three business days in advance. WCF located on traffic signal poles may be required to be removed and/or reset at any time at the sole cost of the Company due to any work performed by or authorized by the Licensor. 33 Small Cell Location &Justification Section 26-615.H of the City Code permits small cell facilities in the right-of-way in under the following priority, ranked 1-5. Check the item that applies to your proposed facility. ❑ 1. City -owned utility pole (removed and replaced with new pole, conveyed back to City) ❑ 2. City -owned utility pole (attached to existing pole) El 3. Third -party owned utility pole with owner's permission (attached to existing pole) ❑ 4. Traffic signal pole or mast arm (requires City or CDOT approval) ❑ 5. New freestanding or ground -mounted facility Explain the reason for choosing the type of facility, and why other higher -priority locations were not selected, if applicable (required): AT&T and Xcel Energy have entered into a license agreement to Collocate on existing Xcel Energy poles/assets to minimize visual impact and ground disturbance across all state and local jurisdictions, nationwide. We do not have a list of City of Wheat Ridge -owned -poles, so we cannot target priorities 1 and 2. Furthermore, we have vetted many locations with all departments and CBO Randy Slusser, prior to the City's new Small Cell Guidelines (this is one of the locations). We are in good faith, going through the new small cell process and guidelines with each previously approved site, to help illustrate our partnership with the City. Please contact the AT&T and Xcel Energy Authorized Representative and Applicant, Brian Hess, at 720.244.5184, or Brian. Hess@SmartlinkGroup.com, with any questions or concerns. j9 Xcel Energy RESPONSIBLE BY NATURE' June 10th, 2020 City of Wheat Ridge 7500 W 29th Ave Wheat Ridge, CO 80033 RE: Letter of Authorization To Whom It May Concern: 825 Rice Street Saint Paul, Minnesota 55117-5485 This letter is to confirm that New Cingular Wireless PCS, LLC ("Licensee") has entered in to a Pole License Agreement with Public Service Company of Colorado d/b/a Xcel Energy which allows for the attachment of wireless communications equipment to Xcel Energy owned street light poles in Colorado. This letter constitutes a general acceptance for Licensee to proceed with requesting to collocate on the Xcel Energy owned street light poles at the locations detailed in the attached document. Final approval by Xcel Energy for each location is subject to a formal review and approval process per the terms and conditions of the Pole License Agreement. If you have any questions or concerns please feel free to contact me. Sincerely, Chelsey Fayerweather Xcel Energy Facilities Attachment Specialist, Small Cell 825 Rice Street, 3rd Floor St. Paul, MN 55117 Office: (651) 229-5560 Chelsey.Fayerweather@xcelenergy.com July 28th, 2020 State of Colorado All Local Jurisdictions RE; Blanket Designated Agent Letter of Authorization To Whom It May Concern: AT&T Mobility Services LLC 161 Inverness Drive West Englewood, CO 80112 The Smartlink Group and its employees and agents, specifically Brian Hess, Brian Gray and Mackenzie Hunt, are authorized representatives of AT&T Mobility and have been contracted to perform certain Right -of -Way Permitting, Land -Use Entitlements, Building Permits, Real Estate Leasing, Environmental, Architectural and Engineering Services on the AT&T Mobility Telecommunications Project. As an authorized representative of AT&T Mobility, the Smartlink Group, may sign, file, review land -use applications and permits, represent at hearings, and accept conditions of approval on behalf of AT&T Mobility. If there are any questions or comments, please contact me directly. Sincerely, _d'AKtt_'*, Veronica Bonilla Tech Vendor Management Site Acquisition Project Manager AT&T Mobility — Rocky Mountain Region Email: vb1319@att.com From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Small Cell Permit Application Date: Tuesday, December 15, 2020 6:29:04 PM Small Cell Permit Application YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. LOCATION ELIGIBILITY: I attest that the proposed location has been approved by the Planning Division and the address I will provide on this form is the address provided to me by the Planning Division. RIGHT-OF-WAY PERMIT: I attest that the proposed location is in City of Wheat Ridge right-of-way and understand I must also obtain a separate Right -of -Way Permit from the Engineering Division to be authorized to construct the small cell facility in City right-of-way. Yes Yes LOCATION INFORMATION Location Address 7105.5 W 44th Ave Location Coordinates 39.776717, -105.075712 Attach City of Wheat Fee Payment Form via Electronic Upload COL0717OF R01 Ddf Ridge Electronic Payment Form "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Velex Contractor or Electrician Contractor's License 00000 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 7202445184 (enter with dashes, eg: 303-123-4567) Contact Email Address brian.hess@smartlinkllc.com for questions or comments Retype Contact Email brian.hess@smartlinkllc.com Address DESCRIPTION OF Xcel to replace a 29'-10" wood pole with anew 35' metal WORK Comptek, dual use pole, for an AT&T small cell. Wireless equipment to be mounted and concealed at various elevations. Project Value (contract 20,000 value or cost of ALL Valuation OK materials and labor) Upload completed Small Cell Location Justification COL0717OF R01 7105.5 W. Small Cell Location & 44th Ave Ddf Justification form. Upload Drawings 11 ° X COL07170 R01 Rev CD for black pole 8-18-20 Ddf 17" or larger including elevations, site plan, and electril plans Upload owner Xcel Enerav and ATT Letters of Authorization. odf permission of colleocating on or modifying an existing pole. SIGNATURE OF Yes UNDERSTANDING AND AGREEMENT I understand that work may not begin at this location until this permit and a Right -of -Way Permit has been issued I understand that work may not begin until a Small Cell Master License Agreement has been executed with the Department of Public Works (One agreement is required per telecom) I attest that everything state in this application is true and correct and that falsifying information in this applicaton is an act of fraud and may be punishable by fine, imprisonment, or both. Yes Yes FMI Person Applying for Brian Hess (Authorized Rep for Xcel Energy +AT&T) Permit Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� COMMERCIAL SMALL CELL PERMIT - 202002610 PERMIT NO: 202002610 ISSUED: 05/14/2021 JOB ADDRESS: 7105.5 W 44th Ave EXPIRES: 05/14/2022 JOB DESCRIPTION: Xcel to replace a wood pole with a new 35 ft metal Comptek, dual use pole, for an AT&T small cell. Wireless equipment to be mounted and concealed at various elevations. *** CONTACTS *** OWNER JTADO HOLDINGS LLC SUB (972)581-9888 DONALD CHERRY 190163 VELEX INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 11018.62 *** COMMENTS *** *** CONDITIONS *** Supplemental license agreement shall be completed and executed prior to construction. Right-of-way permit is required prior to construction. I by m si nature do hereby attest that the work to, be performed shall comply with all accompanyin approved plans and specificationsapplicale uilding codes, and all applicable munical codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorize to obtain this rmit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include alpe entities named within this document as parties to the work to be per ormed and that all work to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/14/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 15, 2019 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 7105.5 West 44"' Avenue NOTES: This is a AUTHORIZED BY: DISTRIBUTION: 1. Property Owner 2. Brian.hess@smartlinkllc.com 3. Xcel Energy, sandra.cardenas(c)xcelenergy.com 4. Wheat Ridge Building Division 5. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.chwheatridge.co.us DATE: t/ (q—/(j DATE: Vicinity Map