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DIR-2022-024 - Approved Plan Set • SITE INFORMATION PROJECT DIRECTORY PROPERTY OWNER: AT&T APPLICANT: DISH Wireless • 5701 S. SANTA FIE DRIVE TOWER OWNER: AT&T TOWERS LITTLETOWN, CO 80120 CONTACT: 470-413-6770 d ...sh SCOPE OF WORK 1875 SITE DESIGNER: O wireless. 1875 CORONARONADO AVE COUNTY: SANTA CLARA SIGNAL HILL, CA 90755 THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER PHONE: 714-443-8407 5701 SOUTH SANTA FE DRIVE APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. LITTLETON, CO 80120 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LATITUDE (NAD 83): 37.31951' SITE ACQUISITION: QUALTEK Wireless TOWER SCOPE OF WORK:INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) LONGITUDE (NAD 83): —122.052733' 1200 DEL PASO RD. STE. 150 • wiloelessTm • NSTALL (3) NEW PANEL UN (2 PER SECTOR) SEREK T RN CA 95843 • NSTALL (3) NEW RRH MOUNT (TYP OF 1 PER SECTOR) ZONING JURISDICTION: CUPERTINO DEREK TURNER • INSTALL (1) NEW OVER VOLTAGE PROTECTION DEVICE (OVP) INSTALL (1) NEW T—ARM ANTENNA MOUNT (925) 667-8115 • INSTALL (1) NEW HYBRID CABLE ZONING DISTRICT: P(RES) RESIDENTIAL Dturner®qualtekwireless.com T • INSTALL (24) NEW JUMPERS SINGLE—FAMILY CLUSTER ROU ND D �SC9PX1OF OWORK: AREA PARCEL NUMBER: 357-20-046 CONSTRUCTION MANAGER: JOSHUA ROBERSON DISH Wireless SITE ID: �wi�<c=ss (949) 505-4225 • INSTALL (1) NEW 7'-0"X8'-0" CONCRETE PAD 1200 DEL PASO RD.STE.150 S FS F001053A : INSTALL (1) NEW H—FRAME ON NEW CONCTETE PAD OCCUPANCY GROUP: COMMERCIAL Jrobemon®qualtekwireless.com SACRAMENTO,CA 95843 INSTALL (1) NEW H—FRAME ON NEW CONCTETE PIER • INSTALL (1) NEW EQUIPMENT CABINET CONSTRUCTION TYPE: II—B RF ENGINEER: POOJA SHAH • INSTALL (1) NEW NEMA 3 TELCO—FIBER BOX • INSTALL (1) NEW DISCONNECT SWITCH 5701 S. SANTA FIE DRIVE INSTALL (1) NEW POWER PANEL CABINET POWER COMPANY: PG&E LITTLETOWN, CO 80120 DISH Wireless SITE ADDRESS: • INSTALL (1) NEW 200A ELECTRICAL MUTI—METER (828) 216-4210 • INSTALL (1) NEW GPS UNIT 12 RESULTS WAY INSTALL (1) NEW ICE BRIDGE TELEPHONE COMPANY: COMCAST (LIT) Pooja.shahOdish.com INSTALL (1) NEW TRANSFORMER • INSTALL (1) NEW UNDERGROUND POWER CONDUIT CUPERTINO CA 95041 • INSTALL (1) NEW UNDERGROUND TELCO CONDUIT OFESS/ • INSTALL (1) NEW TRAFFIC RATED PULLBOX OQR �Nq ' • INSTALL (1) NEW TELCO MEET ME POINT h��F.�?,\S S. G Z No. 61054 CALIFORNIA- CODE COMPLIANCE SITE PHOTO DIRECTIONS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF 9J C/V1�. O��\ THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS To DIRECTIONS FROM SAN FRANCISCO INTERNATIONAL AIRPORT: F OF CA��F BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: ,'tx`a'_ HEAD SOUTH, KEEP LEFT, FOLLOW SIGNS FOR US-101 S SAN JOSE AND MERGE ONTO US-101 S, CONTINUE ONTO US-101 S, TAKE EXIT 398E FOR CA-85 S TOWARD EXPIRATION: 12-31-22 CODE TYPE CODE � yt CUPERTINO/SANTA CRUZ, CONTINUE ONTO CA-85 S, USE THE RIGHT LANE TO TAKE BUILDING CALIFORNIA BUILDING CODE 2019 '�t,,y'� 17 EXIT 18 FOR STEVENS CREEK BLVD, TURN RIGHT ONTO STEVENS CREEK BLVD, USE THE MECHANICAL CALIFORNIA MECHANICAL CODE 2019 '', LEFT 2 LANES TO TURN LEFT ONTO BUBB RD, TURN RIGHT ONTO RESULTS WAY, TURN ELECTRICAL CALIFORNIA ELECTRICAL CODE 2019 f ,� IT IS A VIOLATION OF LAW FOR ANY PERSON, FIRE CODE CALIFORNIA FIRE CODE 2019 * RIGHT, TURN LEFT, DESTINATION WILL BE ON THE LEFT. UNLESS THEY ARE ACTING UNDER THE DIRECTION >� Y OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET INDEX DRAWN BY: KED BY:APPROVED BY: SITE LOCATION CHEC aA< GO MO GC cS �"e' SHEET NO. SHEET TITLE w� �kp RFDS_REV_#1_ISSUED: 11/23/2021 T-1 TITLE SHEET ' " VICINITY MAP C-1 TOPOGRAPHIC SURVEY - V CONSTRUCTION C-2 TOPOGRAPHIC SURVEY DOCUMENTS .,_ �' .._S a.,llgn T ceme a scevens creek ewe 8 srevens week emd B Q ' Stevens Creek Blvd C - slevens Creek elvd A-1 OVERALL SITE PLAN AND ENLARGED SITE PLAN SUBMITTALS a, Q A-2 ANTENNA PLAN AND ANTENNA SCHEDULE ;u.&. a"°•^�^^ aewv g REV DATE DESCRIPTION A-3 EXISTING AND NEW ELEVATION - `"°°"""' A-4 EQUIPMENT PLAN 1, I rl 2 03/16/22 REVISED 100%CD ,ew,eu,w Qcwenea Mee�.al ,em ceme,ra u,e uae,ceme, re,ra,m,°q nns 3 06/28/22 ELECTRICAL COMMENTS Orema MassageQ vN•iM g000 D-1 EQUIPMENT DETAILS Cypp11 n°� � a 4 07/29/22 PG&E COMMENTS c , s D-2 EQUIPMENT DETAILS W acI m n "�11OnnQ ; 5 10/18/22 STRUCTURAL ANALYSIS REPORT ee,ae l 11 D-3 EQUIPMENT DETAILS !' 01/06/22 PLAN CHECK COMMENTS AD-4 EQUIPMENT DETAILS ° " 7 01/23/23 PLAN CHECK COMMENTS %aadr ure 2 I � 8 03/08/23 PLAN CHECK COMMENTS E-1 UTILITY ROUTE PLAN AND ELECTRICAL NOTES a' E-2 ELECTRICAL DETAILS E'^"io1e°Q a A&E PROJECT NUMBER UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF CALIFORNIA & E-3 ELECTRICAL ONE—LINE AND PANEL SCHEDULE SITE ID_4738 (800)642-2444 , srn°c•°c"D a oQ MNmma°as,"n°„ s 1NWW. . ° n•q• cozr G-1 GROUNDING PLANS AND NOTES CALIFORNIA811ORG Des*an°ca,e -y� �� • DISH Wireless G-2 GROUNDING DETAILS CALL 2-14 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Flv �.k PROJECT INFORMATION G-3 GROUNDING NOTES AND DETAILS n.. ° SITE LOCATION SFSF001053A 12 RESULTS WAY RF-1 RF CABLE COLOR CODE RF-2 RF PLUMBING DIAGRAM GENERAL NOTES u°,MIMas.=•.w"o ,..'e _ • •W CUPERTINO, CA 95041 cauaslAa ce�„ie,0 13";°"°'eO1 MONOPINE GN-1 LEGEND AND ABBREVIATIONS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED y FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON cuen•w s„wlry o.a"qw, ,e.w•pro n SHEET TITLE GN-2 GENERAL NOTES DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL GN-3 GENERAL NOTES SIGNAGE IS NEW. GN-4 GENERAL NOTES - �e n.e TITLE SHEET 11"X17"PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED ^w° 1eS6�na, SHEET NUMBER SA-1 STRUCTURAL ANALYSIS REPORT � Nepel Sun llgnlln9 QDUNECT Cao°reu SA-2 STRUCTURAL ANALYSIS REPORT Qenp came,• SA—3 STRUCTURAL ANALYSIS REPORT CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON N $ T-1 SA-4 STRUCTURAL ANALYSIS REPORT THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE SA-5 STRUCTURAL ANALYSIS REPORT PROCEEDING WITH THE WORK. NO SCALE IMPERIAL AVENUE 357-22-050 W W co PROPERTY LINE z. PROJECT AREA L-0 I 20 SCALE -r. ,• ;r IT W MONOPINE tf� II �l�� ti ra. 1T,..:L. 85 � tirr:��. ■_ Q C,10DETIC O COORDINATES ` I o TAKEN HERE AT wCINm' MAP �T o CENTER OF SECTORS PROPERTY INFORMATION �J.+ (NAD 83)122'03'09.83' I OWNER: SWIFT RESULTS WAY LLC ��. EXISTING GROUND ELEVATION: ADDRESS: 260 CALIFORNIA LT STE 1100 CENTER OF MONOPINE=335.5'AMSL EXISTING OVERALL HIGH POINT: SAN FRANCISCO. CA 94111 ' " TOP OF BRANCH=75.8AGL N ' SITE LD.; 2 RESULTS 1 LT RESS WAY CUPERTINO. CA 95014 r� x ASSESSOR'S PARCEL NUMBER: 357-20-046 EXISTING GROUND ELEVATION: CENTER OF MONOPINE=335.5'AMSL J' SURVEYOR'S NOTES ALL EASEMENTS CONTAINED IN SAID TIRE REPORT AFFECTING THE man I O SURROUNDING LEASE RECORDS TO PLO TTED. SURVEYOR ASNOT PERFORMED A SEARCH OF PUBLIC Z r v` THE BOUNDARY ESHOMWN HEREON INE ANY ES PLOTTED FROM FECT IN 777LE RECORD Zn INFORMATION AND DOES NOT CONS77TU7E A BOUNDARY SURVEY 3 O OF THE PROPERTY. C� 0. CELLULAR ��, SURVEY DATE co co `J a COMPOUND y o/o4/z, C O 3 it �I v UTILITY NOTES N O SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT U.S.A. AND ANY �J,J 3 LAND',')' O OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO lL CONSTRUCTION. REMOVAL, RELOCATION AND/OR REPLACEMENT IS Q U ti THE RESPONSIBILITY OF THE CONTRACTOR. — LESSOR'S LEGAL DESCRIP'nON p SWIFT RESULTS WAY LLC • ) ) �, ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. 5 e0e 6 s � BENCHMARK ELEVATION ESTABLISHED FROM GPS DERIVED ORTHOMETRIC l" HEIGHTS, APPLYING GEOID 99 SEPARATIONS, CONSTRAINING TO Q NGS CONTROL STATION 'LUTZ'ELEVATION=450.0'(NAVD88) TITLE REPORT O TITLE REPORT WAS NOT PROVIDED. II G° BASIS OF BEARING a BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE ¢a NAD83 COORDINATE SYSTEM STATE PLANE COORDINATE ZONES DETERMINED BY GPS OBSERVATIONS. -4 d� r LEGEND I j CA o uM P.O.B. POINT OF BEGINNING WATER CONTROL VALVE > Z O d' W TFC TOP FACE OF CURB FIRE HYDRANT ft G" F U GR GROUND SHOT 4 GUY CONDUCTOREP EDGE O w "� O / DWY ACCESSFDRIVEWAYT C FOUND AS NOTED r^D C/] Z - _ PS PARKING SPACE �O.> POWER POLE CJ) W.. SW SIDEWALK # LIGHT C] P4 I- DI DRAIN INLET m ELECTRICAL TRANSFORMER U Z FH FIRE SSCO SEWER CLEAN OUT O "'U ® AIR CONDITIONING UNIT T ■ TELEPHONE PEDESTAL I Do O ® TELEPHONE VAULT GEODETIC COORDINATES O TELEGASPHONE MANHOLE Q SPOT ELEVATION ®� VA GAS ME R Z --PROPERTY LINE A DISH ANTENNA CHAINLINK FENCE N C� GRAPHIC SCALE Q 0— W T O \ (IN FEET) I inch= 20 It. ----------- F II - — - Go LANDSCAPE N r�1 F" 6 a AREA W L a e 758'AGL TOP MONOP)NE WALL__ yJ W 1]j NW ANIENNA w G8.n AGL ti. BOTTOM AN,<NNA 5J 5'AGL LANDS OF TOP ANTENNA � 3 \III j 3 S O 81.0'AGL a CELLULAR SWIFT RESULTS WAY LLC BOTTOM ANTENNA ® Z � COMPOUND 357-20-046 OVERALL VIEW OTT AGL W 60 SCALE P � a 3 GRAPHIC SCALE o . w �9 MONOPINE ° DSCA C'D ?S GE0DE71C # c N 1> CELLULAR COORDINATES �, ,� = 80 3 h COMPOUND TAKENHEREAT LANAREARE CENTEROFSECTOfIS f. Q (NAD 83) 37'19'10.35" b: EXISTING GROUND ELEVATION: 4/1 CENTER OF MONOPINE=335 A O EXISTING OVERALL HIGH POINT: TOP OF BRANCH=75.8'AGL GJpO, � sPa BUR i/B pro � *Nb7ryb j/,ll A� h rQ m n PROJECT AREA 10 SCALEY �^ E7 SSP GROUND E[EVAiIINJ CENSER Of MONOPINE=SJ5.5'AMSL ��'�O/O }vS 3 D MONOPINE DETAIL ('�0 N.T.S. co 0) Z �pERj� UNE � • � � � �O \\w . LANDS OF F= w SWIFT RESULTS WAY LLC 357-20-042 0 - - 357-20-041 = o CD U 5 _ CE a paffco - o VAIKT "z Z — � GCAR III II III II I I fTl ', _ O w Q U V TY LINE O X N G \ TRANSFORMER ~ W N 357-19-015 357-19-035 357-19-036 357-19-085 357-19-055 V �j w x w \ \ NOTES I \ \ \ \ \\ 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. d .* sh I EXISTING \ \ RESIDENTIAL -- 2. LANDSCAPE NOT SHOWN FOR CLARIFY. 1-i n BUILDING 7 \ \ I 1 \ \ \ \ \ 3. PRIOR TO FINAL BUILDING INSPECTION, A PLANNING \ \ EXISTING \ INSPECTION WILL BE REQUIRED TO ACCESS I BUILDING o \ ADEQUATE SCREENING OF THE NEW EQUIPMENT TO w o THE EXTENT POSSIBLE PROPERTY LINE -- \ �^ a wireless, EXISTING 4. ANY CHANGES TO THE APPROVED COLORS, \ a a MATERIALS, AND EXTERIOR FINISHES SHALL BE I ° \RESIDENTIAL REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO 5701 SOUTH SANTA FE DRIVE BUILDING ! �" \/ \ a / INSTALLATION/APPLICATION. LITTLETON, CO 80120 I 1 O � � � �� \\ 2 SEE ENLARGED \ \ A-t SITE PLAN O O EXISTING li \ BUILDING / EXISTING PARKING NEW TRAFFIC I10 EXISTING U O RATED PULLBOX I(�I (��\� \ // BUILDING EXISTING ARMING NEW 3"0C UNDERGROUND __ II U ti\ \\ \ \\ \ - -- -- a U ll U 1200 DEL PASO RD.STE.150 2 TELCO CONDUIT RUN PROPERTY LINE SACRAMENTO,CA 95843 WITHIN 10 WIDE TRENCH \ E-2 (LENGTH: f270') O O O \\ \ \ / NEW 200A �—-- EXISTING' \/ MULTI-METER METER ON \ .BUILDING \ W \ NEW NON-E CLUSI E NEW H-FRAME \� \ \ CBN ACCESS EAS VENT NEW 3"O' UNDERGROUND \ \ POWER CONDUIT RUN 2 \ vQ \ e SEE ANTENNA D-2 D-1 I WITHIN 10' WIDE TRENCH A-2 PLAN (2) (LENGTH: t360') E-2 ISTSS - \ \ AC SS ST EXISTING PG&E VAULT -- \ \ Q?,OFESS/oq, NEW TELCO COMIC AST MEET ME POINT I \✓�' \ \ w No. 6105 m \ EXISTING � � NEW POWER P.O.C. I \ BUILDING SEE EQUIPMENT -EXISTING AT&T ® EXISTING PG&E I \ \ \ \ 69'-4" HIGH MONOPINE ' PLAN A_4 TRANSFORMER RESIISTING DENTAL EXISTING G EXISTING \ \ BUILDING BUILDING 2 BUILDING NEW HYBRID CABLE RUN I ' ON NEW ICE BRIDGE EXPIRATION: 12-31-22 (HYBRID LENGTH: 55'-0"f) \ ' ' (BRIDGE LENGTH: 9'-0"t) \ IT IS A VIOLATION OF LAW FOR ANY PERSON, / UNLESS THEY ARE ACTING UNDER THE DIRECTION 1J ES A LICENSED PROFESSIONAL ENGINEER, Z J I \� 11 eFT ' TO ALTER THIS DOCUMENT. T -A \ I q 4SF EXISTING AT&T ~ DRAWN BY: CHECKED BY:APPROVED BY: I ? Cp0 EQUIPMENT ENCLOSURE 7; �\ EXISTING I /3 GO MO GC BUIISDING BUILDING O' RFDS_REV-#1-ISSUED: 11/23/2021 !N p0 G m GP Pti _ \ ' I GPlX�PS�'Lh0 z OFl CONSTRUCTION DOCUMENTS / a � EXISTING WATER 30' R SUBMITTALS - VALVE REV DATE DESCRIPTION \ EXISTING 8'-0" HIGH 2 03/16/22 REVISED 100%<CD PERIMETER WALL - NEW TRAFFIC RATED POWER PULL-BOX 3 06/28/22 ELECTRICAL COMMENTS NEW NON-EXCLU I� 4 07/29/22 PG&E COMMENTS ACCESS EAS MENT 5 10/18/22 STRUCTURAL ANALYSIS REPORT I ® 6 1 01/06/22 PLAN CHECK COMMENTS EXISTING E/T E/T I EXISTING 7 01/23/23 PLAN CHECK COMMENTS RESIDENTIAL BUILDING � \ / \ PARKING 8 03/08/23 PLAN CHECK COMMENTS 7 EXISTING \ 7 I BUILDING EXISTING AC s A&E PROJECT NUMBER --� / DRIV WAY NEW YOC UNDERGROUND CONDUIT `^ / / 2 RUN WITHIN 10' WIDE TRENCH \ SITE ID_4738 EXISTING , / \\ \\ V"" E-2 TELCO CONDUIT:(LENGTH: f270')(2) POWER CONDUIT: (LENGTH: t360') DISH Wireless PROJECT INFORMATION SFSFOO1053A I \\ 12 RESULTS WAY CUPERTINO, CA 95041 I \ I MONOPINE PROPERTY LINE __--------- \ -- -t SHEET TITLE OVERALL SITE PLAN -- - -- rn 2 ENLARGED SITE PLAN N N SHEET NUMBER 100' 50' o 100' 200' 10 0 10' 20• A-1 OVERALL SITE PLAN � ENLARGED SITE PLAN 2 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. d * sh 0 N 2. ANTENNA SPECIFICATIONS REFER TO ANTENNA SCHEDULE a H \ \ AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS aJ a 3. PRIOR TO FINAL BUILDING INSPECTION, A PLANNING a \ INSPECTION WILL BE REQUIRED TO ACCESS ADEQUATE • SCREENING OF THE NEW EQUIPMENT TO THE EXTENT wireless. \ ^D \ POSSIBLE \ \ 4. ANY CHANGES TO THE APPROVED COLORS, MATERIALS, 5701 SOUTH SANTA FE DRIVE Al AND EXTERIOR FINISHES SHALL BE REVIEWED AND LITTLETON, CO 80120 APPROVED BY THE CITY OF CUPERTINO PLANNING 4 5 NEW PANEL ANTENNA DIVISION PRIOR TO INSTALLATION/APPLICATION. D-3 D-3 (TYP 1 PER SECTOR, TOTAL 3) 1 2 NEW RRH \ D-3 D-3 (TYP 2 PER SECTOR, TOTAL fj) // 1 8 NEW T-ARM ANTENNA MO NT -- - \ NEW OVP (TOTAL 1) 6 SACRAMEN OR 0 CA 5843 D-3 TOTAL 1 I I I �eD E N) I eNEW BACK-TO-BACK BRACKET O O D-3 (TYP 1 PER SECTOR, TOTAL 3) �� o oQROF ESS/o, cZ No. 61054 \ l qTF OF CA FO��Q G1 ti 6 EXISTING PINE \ B1 / EXPIRATION: 12-31-22 NEEDLES OUTLINE \ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION / '49, OF A LICENSED PROFESSIONAL ENGINEER, SEGSO� \ q TO ALTER THIS DOCUMENT. OP 1 oR DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC RFDS_REV_#1_ISSUED: 11/23/2021 \ \ EXISTING AT&T CONSTRUCTION \ 69'-4" HIGH MONOPINE DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 12 6 0 1 2 3 ANTENNA PLAN 3 06/28/22 ELECTRICAL COMMENTS 3/4"=l'-O" 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 ANTENNA TRANSMISSION CABLE RRH NOTES SECTOR POSITION EXISTING OR MANUFACTURER - MODEL RAD FEED LINE TYPE SECTOR POSITION MANUFACTURER - MODEL DISH Wireless NEW NUMBER TECHNOLOGY SIZE (HxWxD) WEIGHT AZIMUTH CENTER AND LENGTH NUMBER TECHNOLOGY SIZE (HxWxD) WEIGHT 1. CONTRACTOR TO REFER TO FINAL PROJECT INFORMATION ALPHA Al NEW CELLMAX - CX12044x 5G 72.4"x26.7"x7.7" 105 LBS 0' 45'-0" Al SAMSUNG1 MID BAND 5G 15"x15"x8.9" 61.3 LEIS. CONSTRUCTION RFDS FOR ALL RF DETAILS. SFSFOO1 O53A (1) HIGH-CAPACITY ALPHA D-70A 2. ANTENNA AND RRH MODELS MAY CHANGE 12 RESULTS WAY BETA B1 NEW CELLMAX - CX12044x 5G 72.4"x26.7"x7.7" 105 LB SAMSUNG RF445 LOW BAND S 130' 45'-0" HYBRID CABLE Al RF4450LOW 5G 15"06.5"xll" 94.6 LBS. DUE TO EQUIPMENT AVAILABILITY. ALL CUPERTINO, CA 95041 (55' LONG) EQUIPMENT CHANGES MUST BE APPROVED GAMMA G1 NEW CELLMAX - CX12044x 5G 72.4"x26.7"x7.7" 105 LBS 240' 45'-0" 31 SAMSUNG MID BAND 5G 15"x15"x8.9" 61.3 LBS. AND REMAIN IN COMPLIANCE WITH THE MONOPINE RF4451 D-70A PROPOSED DESIGN AND STRUCTURAL BETA SAMSUNG LOW BAND ANALYSES. B1 RF4450T-71A 5G 15"z16.5"z11" 94.6 LBS. SHEET TITLE SAMSUNG MID BAND 15"x15"x8.9" 61.3 LBS. ANTENNA PLAN G1 RF4451D-70A 5G GAMMA SAMSUNG LOW BAND ANTENNA SCHEDULE G1 RF4450T-71A SG 15"z16.5"z11° 94.6 LBS. SHEET NUMBER A-2 ANTENNA SCHEDULE 2 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE NEW CPS UNIT, TRANSMITTING ANTENNAS AND EXISTING CPS UNITS. sh [3. PRIOR�FINALBUILDING INSPECTION, A PLANNINGINSPE UI REQUIRED TO ACCESSADEQUNING OF THE NEW EQUIPMENT TO wireless.THE ESIBLE ANY CHANGES TO THE APPROVED COLORS, 5701 SOUTH SANTA FE DRIVE MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF LITTLETON, CO 80120 TOP OF EXISTING AT&T MONOPINE BRANCH TOP OF EXISTING AT&T MONOPINE BRANCH CUPERTINO PLANNING DIVISION PRIOR TO 75'-10"AGL � r 75'-10"AGL 4. INSTALLATION/APPLICATION. Y a � TOP OF EXISTING AT&T MONOPINE \ - EXISTING AT&T ANTENNA TOP OF EXISTING AT&T MONOPINE - EXISTING AT&T ANTENNA 69'-4' AGL `4 EXISTING AT&T ANTENNA 69'-4" AGL "a" TOP OF ANTENNA 68'-0' AGL iy. TOP OF ANTENNA 68'-0 AGL >'Y `A EXISTING AT&T ANTENNA F OL — 7r ANTENNA RAD CENTER 65-3"AGL it ANTENNA RAD CENTER 65'-3"AGL EXISTING AT&T ANTENNA "i I I " 1200 DEL PASO RD.STE.150 -`� _ EXISTING AT&T ANTENNA -- �_r li SACRAMENTO,CA 95843 TOP OF ANTENNA 61'-0"AGL _ I`YyL TOP OF ANTENNA 61'-O"AGL 1 ti EXISTING AT&T ANTENNA —� EXISTING AT&T ANTENNA BOTTOM OF ANTENNA 62'-6"AGL �T BOTTOM OF ANTENNA 62'-6" AGL EXISTING AT&T ANTENNA _ _ y i � � _ �I, EXISTING AT&T ANTENNA 7 ANTENNA PAD CENTER 58'-3' AGL '� il"T f"1 _. ANTENNA PAD CENTER 58'-3"AGL EXISTING AT&T ANTENNA EXISTING AT&T ANTENNA (5 PER SECTOR, TOTAL 15) EXISTING AT&T ANTENNA BOTTOM OF ANTENNA 55'-6' AGL s. --� BOTTOM OF ANTENNA 55' 6"AGL EXISTING AT&T ANTENNA .=- - _ EXISTING AT&T RRUS (5 PER SECTOR, TOTAL 15) v- (6 PER SECTOR, TOTAL 18) 1 42'-0" o", QROFESS/ON EXISTING CABLE EXIT PORT, ';f r f - ^ ,�y. 9 ® 62'-6" AGL »�= - - - NEW DISH Wireless MIN. 1^k N 111. ��5 S. _ EXISTING AT&T RRUS 1'" \ (6 PER SECTOR, TOTAL 18) TOP of ANTENNA 48'-O"AGL � \ I �-� � 0i F m w No. 61054 NEW OVP, (TOTAL 1) NEW DISH Wireless y � \., EXISTING CABLE EXIT PORT, ANTENNA RAD CENTER 45'-0" AGL — \ �,' "- NEW ANTENNA, - ® 55'-6' AGL - _ �"` (TYP OF 1 PER SECTOR, TOTAL 3) '9��t.01V1\�Q 7r✓' V F CNEW AS ANTENNA SOCKS NEW DISH Wireless /"/i r - ' ANTENNASFORCAMOUP W CAMOUFLAGE EXPIRATION: 12-31-22 BOTTOM OF ANTENNA 42'-0"AGL NEW T-ARM ANTENNA MOUNT, A. c e 4L a (TOTAL 1) r E NEW RRH, , ' IT IS A VIOLATION OF LAW FOR ANY PERSON, THEY ARE ACTING UNDER THE DIRECTION y� (TYP OF 2 PER SECTOR, TOTAL 6) y UNL \ c \ e OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY 69'-4" HIGH : \ EXISTING HIGH MONOPINE \ GO MO GC RFDS_REV_#1_ISSUED: 11/23/2021 \ p "- CONSTRUCTION w DOCUMENTS EXISTING AT&T SUBMITTALS 69'-4" HIGH MONOPINE NEW ICE BRIDGE NEW (1) HYBRID CABLE OUTSIDE REV DATE DESCRIPTION (LENGTH: 8'-10") EXISTING MONOPINE (LENGTH 55'-O"t) 2 03/16/22 REVISED 100%CD EXISTING AT&T 3 06/28/22 ELECTRICAL COMMENTS EQUIPMENT ENCLOSURE NEW EQUIPMENT CABINET ON 4 07/29/22 PG&E COMMENTS 7'-O"x8'-O" CONCRETE PAD 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS EXISITNG PERIMETER WALL EXISITNG PERIMETER WALL 8'-G" AGL 8'-O" AGL 7 01/23/23 PLAN CHECK COMMENTS CABLE ENTRY PORT HOLE NEW DISH Wireless 8 03/08/23 PLAN CHECK COMMENTS 9'-O" AGL TOP OF ICE BRIDGE 9'-0" AGL A&E PROJECT NUMBER 6-ikEQUIPMENT ENCLOSURE WALL EQUIPMENT ENCLOSURE WALL '-6" AGL 6'-6" AGL SITE ID_4738 CABLE ENTRY PORT HOLE _ _ CABLE ENTRY PORT HOLE W 4'-0" AGL W 4'-0" AGL DISH Wireless PROJECT INFORMATION I /`GRADE LEVEL L 1_=1 _J GRADE LEVEL SFSFOO1053A I IL _=1 —J o'-G" AG o'-G" AGL 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE CURB LEVEL CURB LEVEL SHEET TITLE -12'-0" AGL -12'-I AGL EXISTING ELEVATION NEW ELEVATION SHEET NUMBER 6' 4' 2' 0 5' 10' 6' 4' 2' 0 5' 10' A-3 EXISTING ELEVATION (SOUTHEASTJ NEW ELEVATION (SOUTHEAST 1 2 NOTES 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM • SEPARATION BETWEEN THE NEW GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3.]DEOUATESECREEN:ING RILDING INSPECTION, A PLANNING E REQUIRED TO ACCESS d .sh ING OF THE NEW EQUIPMENT TOwireless,.IBLE. -0" NEW LEASE AREA 4. ANY CHANGES TO THE APPROVED COLORS, PROPERTY LINE MATERIALS, AND EXTERIOR FINISHES SHALL BE 5701 SOUTH SANTA FE DRIVE ----------------- ------ REVIEWED AND APPROVED BY THE CITY OF - ------------------------- CUPERTINO PLANNING DIVISION PRIOR TO LITTLETON, CO 80120 INSTALLATION/APPLICATION. - NEW 7'-0"x8'-0"e 0 2'-0" rn 7'-0" 2,-0" CONCRETE PAD D-1 NEW CONCRETE PAD EXISTING 8' HIGH WA - PERIMETER WALL -W/Rs L e 55 NEW STEP—DOWN TRANSFORMER I NEW 1-2" AND 1-1/2" POWER 1200 DEL PASO RD.STE.150 _ 120V AC, 240V AC OUTPUT, 600V AC INPUT CONDUIT RUN FOR CABINET SACRAMENro,CA 95e43 (LENGTH: 5'-0") N 8 eNEW YOC UNDERGROUND p-2 _ NEW EQUIPMENT 1 2 e POWER CONDUIT RUN I J I CABINET ON PLINTH E_2 WITHIN 10' WIDE TRENCH w I (LENGTH: t270') a ^ Q 1'-0" 2'-1" 3'-10" 2" r o z z I/ � � QROFESS/pv -1/3 1/3 1 3 1/3 1/3 UGP UGP UGP °J O S,<F�Fyc MIN. CLEARANCE, \ w \ � Z No. 61054 NEW 200A POWER I = 77 - 1 - - PROTECTION CABINET EXISTING III ACCESS DOOR F OF CA��F WITH GENERATOR PLUG EXPIRATION: 12-31-22 III MIN. CLEARANCE ZI�� N 1 NEW 6"WIDE ICE BRIDE 1 2 3 / (LENGTH: 9'-0") D-4 D-4 D-4 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: NEW 1-1/2" FIBER c CONDUIT RUN FOR CABINET GO MO GC (LENGTH: 5'-0") NEW (1) DC & (1) FIBER P CABLE RUN ON NEW ICE BRIDGE RFDS_REV_#1_ISSUED: 11/23/2021 4 g NEW SAFETY SWITCH. NEW CIENA CABINET, 7 g (HYBRID LENGTH: 55'-0"f) D-2 D-4 INSTALL IF REQUIRED BY IF REQUIRED D-2 D-4 LOCAL UTILITY COMPANY CONSTRUCTION NEW TELCO FIBER 6 8 DOCUMENTS 6 7 NEW GPS UNIT ENCLOSURE D-2 D-4 D-4 D-4 D-4 � O SUBMITTALS NEW H-FRAME D31 D41 D71 O REV DATE DESCRIPTION O 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS n gee O 4 07/29/22 PG&E COMMENTS O 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS EXISTING AT&T 0 O 7 01/23/23 PLAN CHECK COMMENTS EQUIPMENT ENCLOSURE 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 0 o EXISTING AT&T DISH Wireless 69'-4" HIGH MONOPINE PROJECT INFORMATION O SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE SHEET TITLE EQUIPMENT PLAN Z SHEET NUMBER 12" 6" 0 1' 2' 3' A-4 EQUIPMENT PLAN @ GROUND LEVEL #4 BARS, GRADE 60 ® 12" OC NOTES EACH WAY (MIN. STEEL IS - 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" • OF FILL PER EXISTING SITE SURFACE BASE COURSE (ABC) 6" LAYER OF AGGREGATE - NEW OUTDOOR CABINET OR 2. EQUIPMENT CABINET OMITTED FOR CLARITY OVER CEO FABRIC PLINTH NEW 1/2"0 HEX HEAD BOLTS d .sh UNDISTURBED SOIL OR WITH ANCHORS PREPARED SUBGRADE (95% STANDARD ° ° NEW SHIM PLATES AS wireless, PROCTOR) ° a ° e ° ° NECESSARY OR IF REQUIRED a 5701 SOUTH SANTA FE DRIVE o o Z LITTLETON, CO 80120 Lj 3" TYP Z #4 BARS, GRADE 60 ® 12" OC EACH WAY ° Du NEW POWER a NEW SAFETY n Z PROTECTIVE SWITCH. NEW EQUIPMENT H—FRAME 1200 DEL PASO RD.STE.150 CABINET INSTALL IF SACRAMENTO,CA 95843 8'-0" _ _ u� REQUIRED BY o LOCAL UTILITY NEW CONCRETE PAD COMPANY TYPICAL CONCRETE PAD DETAIL No SCALE TYPICAL OUTDOOR EQUIPMENT TOCONCRETE SLAB ANCHORAGE No scALE 2 60, KENWOOD T1701 KT5-5S 52 Lo a o H—FRAME I H—FRAME oQROF ESS/pN9 UNISTRUT/SUPPORT RAIL 5 UNISTRUT/SUPPORT RAIL 6 WEIGHT/ VOLUME 173.6 LES • ® PLAN PVC CONDUIT (TYP) GNo. 6105 m1 REFERENCE SITE PLAN a a d o 0 0 0 0 0 FINISHED o a ° NEW CONCRETE PAD /V1� \Q. PIPE CAP GRADE � °° ° � ° ° qTF OF N H—FRAME PIPE GALVANIZED EXPIRATION: 12-31-22 WELDMENT, PIPE FRONT ELEVATION H—FRAME PIPE TO BE SECURED TO CONCRETE SLAB WITH 1/2"x5" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION CONCRETE THREADED OF A LICENSED PROFESSIONAL ENGINEER, SUPPORT RAIL ANCHOR, NUT & WASHER TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GALV U—BOLTS El El GO MO GC SLATE BASE i � RFDS_REV_#1_ISSUED: 11/23/2021 CONCRETE l L _ CONSTRUCTION NEW CONCRETE a a a SLAB PAD SIDE FRONT ° NEW FIBER NID, DOCUMENTS IF REQUIRED H—FRAME DETAIL ON CONCRETE PAD NO SCALE 3 H—FRAME CONCRETE SLAB INSTALLATION DETAIL NO SCALE 4 SUBMITTALS REV DATE DESCRIPTION O O 2 03/16/22 REVISED 100%CD ITEM# DESCRIPTION o H—FRAME 1 UNISTRUT, 1-5/8"x1-5/8"x5', SLOTTED � Z � o a o 3 06/28/22 ELECTRICAL COMMENTS 2 PIPE CAP FOR 3.5" OD PIPE, HDG 4 07/29/22 PG&E COMMENTS UNISTRUT/SUPPORT RAIL 6 3 U—BOLT KIT, 3.5" OD (1 U—BOLT) °4 END CAP, RED, 1-5/8" UNISTRUT ® s 10/16/22 srRucruRAL ANALYSIS REPORT 5 3.5" OD PIPE, 126" LONG NEW TELCO 6 01/06/22 PLAN CHECK COMMENTS WEIGHT 273 " FIBER 7 01/23/23 PLAN CHECK COMMENTS NOTE: PIPE (e5 ) SHALL NOT 2 60"" 0 60" ENCLOSURE 8 03/08/23 PLAN CHECK COMMENTS EXCEED 6'-0" 5 ® A&E PROJECT NUMBER 1 a o a a a o 0 SITE ID_4738 3 FINISH SLOPE `O DISH Wireless TO DRAIN PROJECT INFORMATION M w NEW CONCRETE PAD SFSFOO1053A 12 RESULTS WAY N oz a CUPERTINO, CA 95041 FINISHED NEW 3.5" DIA. SCH = °i GRADE MONOPINE 40 PIPE GALVAN ZED SHEET TITLE NEW 12" DIA. BUSS BAR EQUIPMENT PLATFORM AND CONCRETE BACK ELEVATION H—FRAME DETAILS _El IE PIER (TYR) SHEET NUMBER CONCRETE PIER SIDE FRONT 12.,9„ 6„ 3„ 0 ,. 2, D-1 H—FRAME CONCRETE PIER INSTALLATION DETAIL NO SCALE 5 NOT USED NO SCALE 6 H—FRAME EQUIPMENT ELEVATION 7 CHARLES INDUSTRY HEX GREAT LAKES PLINTH RAYCAP PPC CUBE-PM639155N4 DC#12804-IT3 RDIAC-2465-P-240-MTS DIMENSIONS (HxWxD): 74"x32"x32" � DIMENSIONS (HxWxD) 6"x32"x32" ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 d sh POWER PLANT: —48VDC ABB/60OW \ WEIGHT TBD WEIGHT: 80 Ibs TOTAL WEIGHT (EMPTY) 408 LBS = OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP PLAN wireless- 0 0 0 0 0O O H 5701 SOUTH SANTA FE DRIVE 0 0 �/�J LITTLETON, CO 80120 PLAN 0 0 00 � O �o 0 0 6 00 00 U/J 0 0 SIDE FRONT O O p p O �uri��c=sLs O 1200 DEL PASO RD.STE.150 J� 1 0 O SACRAMENTO,CA 95843 BACK SIDE FRONT SIDE SIDE BACK SIDE FRONT CABINET DETAIL NO SCALE PLINTH DETAIL NO SCALE 2 POWER PROTECTION CABINET (PPC) DETAIL FN. SCALE 3 SQUARE D SAFETY SWITCHES EATON METER SOCKET CHARLES CFIT-PF2020DSH1 D224NRB UNRRS213BEUSE FIBER TELCO ENCLOSURE QR0 ESS/pN " 9 ENCLOSURE DIM (HxWxD) 29.25'09.00"x8.50" J DIMENSIONS (HxWxD) 16"02N6" O ENCLOSURE DIMS (HxWxD) 20"x20"x9" ��R�S S, CF�F�c G ENCLOSURE TYPE NEMA 3R RAINPROOF TYPE RING ENCLOSURE WEIGHT 20 Ibs c� m TOP w IN 61054 ILL LISTED FILE E-2875 AMPERAGE RATING 200 CONT. AMP MOUNTING WALL COMPLIANCE TYPE 4 C WEIGHT 18 Ibs TOP IV FRONT OF C \ EXPIRATION: 12-31-22 O O O 0 0 0 0 0 0 ❑ " o o " o ® IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: fro,� GO MO GC O OU ® RFDS—REV—#1—ISSUED: 11/23/2021 CONSTRUCTION SIDE FRONT BACK SIDE FRONT SIDE BACK FRONT DOCUMENTS SAFETY SWITCH DETAIL NO SCALE 4 METER BANK DETAIL NO SCALE 5 FIBER TELCO ENCLOSURE DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION LARSON ELECTRONICS 2 03/16/22 REVISED 100%GO CIENA 3931 50KVA TRANSFORMER IN 22'W ENCL. CABLE WALL MOUNT SUPPORT 3 06/28/22 ELECTRICAL COMMENTS FIBER NID ENCLOSURE 4 07/29/22 PG&E COMMENTS DIMENSIONS (HxWxD): 32"x22"x25.35" DIMENSIONS (HxWxD) 17"x16.8"x7" UNISTRUT TYPE GRAINGER P1000T 5 10/18/22 STRUCTURAL ANALYSIS REPORT HIGH VOLTAGE: 240X480 UNISTRUT DIMENSIONS (HxWxL) 1 5/8"x 1 5/8"x 12" s of/os/2z PUN CHECK COMMENTS WEIGHT 28.6 Ibs TOTAL WEIGHT (EMPTY) 400 LBS WEIGHT/ VOLUME 1.85 LB PER FOOT 01/23/23 PUN CHECK COMMENTS TOP ULTIMATE LOAD CAPACITY 718.5 LB 8 03/08/23 PLAN CHECK COMMENTS 22" 25.35" NOTES: 20" 1. ALL HARDWARE AND PARTS SHALL BE HOT DIPPED A&E PROJECT NUMBER GALVANIZED WITH LOCK WASHERS AND HEAVY HEX NUTS. CABLE CLAMP OR 2. VERTICAL CABLE MOUNT: 4'-0" MAX. UNISTRUT SEPARATION APPROVED EQUAL SITE ID_4738 3. HORIZONTAL CABLE MOUNT: 3'-0" MAX UNISTRUT SEPARATION EMT/PVC OR APPROVED EQUAL DISH Wireless O CABLE PROJECT INFORMATION SFSF001053A _= CABLE SUPPORT 12 RESULTS WAY STEEL CHANNEL OR APPROVED EQUAL CUPERTINO, CA 95041 _= MONOPINE 3D a----u SHEET TITLE o X EQUIPMENT DETAILS EXISTING EXPANSION ANCHOR EXISTING WALL i-: W ALL OR APPROVED g,. 6" EQUAL SHEET NUMBER q E FRONT r r PLAN SIDE D-2 FIBER NID ENCLOSURE DETAIL NO SCALE 7 50KVS TRANSFORMER IN 22"W ENCL. DETAIL NO SCALE $ CABLE WALL MOUNT SUPPORT DETAIL NO SCALE 9 SAMSUNG — MID BAND SAMSUNG — LOW BAND SABRE DOUBLE Z—BRACKET RF4451D-70A RF4450T-71A C10123155 DIMENSIONS (HxWxD) 15"x15"x8.9" DIMENSIONS (HxWxD) 15"x16.5"01" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"xi-13/16" r WEIGHT 61.3 Ibs WEIGHT 94.6 Ibs WEIGHT (FULL ASSEMBLY) 35.79 Ibs CONNECTOR TYPE RF CONNECTOR TYPE RF PACKAGE QUANTITY 4 CONNECTOR CONNECTOR d®�� • —48VDC —48VDC o 0 INPUT VOLTAGE (-36 to 58 VDC) INPUT VOLTAGE (-36 t �� 8�� wire essTM o 58 VDC) PLAN PLAN 2 # DESCRIPTION 1 PLATE, CHANNEL BRACKET �� m �0 5701 SOUTH SANTA FE DRIVE 0 0 0 0 2 RRH Z BRACKET, 3/16" �� LITTLETON, CO 80120 0 0 0 o q o 3 THREADED ROD ASSEMBLY 1/2"0 2" �o a c-) (--) C-) o 0 C-) C--) c--) 0 0 z� Z � 0O0 00 00000000000000 O NOTE: 1200 DEL PASO RD.STE.150 0 OR DISH Wireless L.L.C. SACRAMENTO,CA 95843 BACK SIDE FRONT BACK SIDE FRONT APPROVED EQUIVALENT RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL FN. SCALE 3 CELLMAX 12044x RAYCAP RDIDC-9181—PF-48 CELLMAX ANTENNA BRACKET CMA—UBTULBULBHH/6516/16/21/21 DC SURGE PROTECTION QRoFESS/py 1840x68Oxl96 F.� �S S. q� DIMENSIONS (HxWxD)(MM/IN) ANTENNAS 12044x / 12045x DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" R F 72.4"x26.7"x7.7" PLAN �C� e CONNECTORS 8 x 4.3-10 FEMALE BRACKET PART # CA325482 / CA325484 WEIGHT 21.82 LBS w No. 61054 m WEIGHT (kg/lb) 48/105 TILT BRACKET WEIGHT 6.61 Ibs 0 PLAN R WEIGHT WITH BRACKETS (kg/lb) 53/116 9j CIV1�. O��\ F OF CA��F 0 0 O EXPIRATION: 12-31-22 Es IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 0 TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GO MID GC 0 0 o RFDS_REV_#1_ISSUED: 11/23/2021 NOTE: R DISH reless L.L C. SIDE FRONT �PPROVED (EQUIVALENT CONSTRUCTION SIDE BACK FRONT DOCUMENTS ANTENNA DETAIL No SCALE 4 ANTENNA BRACKET DETAIL NO SCALE 5 SURGE SUPPRESSION DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION NOTE: 2 03/16/22 REVISED 100%CD COMMSCOPE OR DISH Wireless L.L.C. 1.75"4 3 06/28/22 ELECTRICAL COMMENTS NEW RRH/OVP, MC—K6MHDX-9-96 APPROVED EQUIVALENT 1.60"4 / / 4 07 29 22 PG&E COMMENTS PER PLAN FACE WIDTH 7'-0" 5 10/18/22 STRUCTURAL ANALYSIS REPORT I NEW 3"m O.D. I WEIGHT 1203.31 Ibs s 01/06/22 PUN CHECK COMMENTS PIPE, V.I.F .�� 6'-6" 7 01/23/23 PLAN CHECK COMMENTS NOTE: 15"TO 50" O.D. I II 8 03/08/23 PLAN CHECK COMMENTS ^V s Y 6FNo�'yN eFN�?R•.�/� A&E PROJECT NUMBER �� Rgo�s Rgo2 SITE ID_4738 II CUI2PSM6P4XXX CUI2PSM9P6XXX DISH Wireless PROJECT INFORMATION way (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) P Z I' SFSFOO1053A l < �O O� 1.41"m 12 RESULTS WAY CUPERTINO, CA 95041 o° MONOPINE 1 r I SHEET TITLE I I I eFNo2"MN EQUIPMENT DETAILS NEW RRU PIPE MOUNT 1q'9 BRACKET #SXK-125-0245/1 US SHEET NUMBER l 1 OR SIMILAR CUI2PSM9P8XXX (8 AWG CONDUCTORS) D-3 RRH/OVP MOUNT DETAIL NO SCALE 7 T—ARM MOUNT DETAIL FNOALE $ CABLES UNLIMITED HYBRID CABLE NO SCALE 9 MINIMUM BEND RADIUSES COMMSCOPE WB—K110—B INCLUDED WB—T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS NEW WB—LB12-3 SUPPORT BRACKET ICE BRIDGE • DIMENSIONS (HxL) 160"x10' MF-130 DIRECT BURIAL PIPE FINISH SLOPE WEIGHT/ VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN NEW 6mmO HYBRID CABLE RUN (QTY) 12 "' CABLE HYBRID SUPPORT d s h BRACKET AND BANDING • SUPPORT BRACKET A—A A—A NEW CABLE 0 4' wireless- (WB-LB12-3) CLAMP O 3'-0" O.C. EXISTING ENTRY PORT 5701 SOUTH SANTA FE DRIVE TRAPEZE KIT (WB-T12-3) LITTLETON, CO 80120 NEW 3.5" DIA. SCH 3" DIA SCH 40 PIPE SUPPORT BRACKET 40 PIPE I (WB-LB12-3) GALVANIZED n TRAPEZE KIT 18" DIA DRILLED (WB-T12-3) NEW 1'-6" DIA. PIER FOUNDATION CONCRETE PIER EXISTING (TYP) MONOPOLE A-A SECTION 3.5" DIA GALV SCH 40 PIPE (SPACED 3.5" DIA GALV SCH �uri��c=ss 9'-0" MAX) 40 PIPE (SPACED - - 1200 DEL PASO RD.STE.150 (MF-130) 9'-0" MAX) SACRAMENTO,CA 95843 (MF-130) CONCRETE PIER PLAN FRONT SIDE ICE BRIDGE DETAIL NO SCALE TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 2 HYBRID CABLE RUN NO SCALE 3 PCTEL GPSGL—TMG—SPI-40NCB MINIMUM of 75% OR QROFESS/pNq 81x184mm 270' IN ANY DIRECTION k� \5 S, DIMENSIONS (DIAxH) MM/INCH 3.2"x7.25" h��V �FF��c WEIGHT W/ACCESSORIES 075 Ibs GPS w No. 61054 m O: 3.5"0 GALVANIZED CONNECTOR N-FEMALE TOP SCH. 40 PIPE FREQUENCY RANGE 1590 t 3OMHz q�. C/VIN- F OF CA��F� EXPIRATION: 12-31-22 ICE BRIDGE PIPE TO BE SECURED TO CONCRETE GPS UNIT OBSTRUCTIONS MUST SLAB WITH 1/2"x5' BE BELOW 10' CONCRETE THREADED IT IS A VIOLATION OF LAW FOR ANY PERSON, ANCHOR, NUT & WASHER UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O O _ O O DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC O O RFDS_REV_#1_ISSUED: 11/23/2021 0 0 EXISTING CONCRETE SLAB CONSTRUCTION BACK SIDE DOCUMENTS ICE BRIDGE CONCRETE SLAB INSTALLATION DETAIL NO SCALE 4 GPS DETAIL NO SCALE 5 GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS NEW GPS UNIT 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 3.5" OD PIPE 6 01/06/22 PLAN CHECK COMMENTS 7 C1/23/23 PLAN CHECK COMMENTS EXISTING NEW CABINET 81 03/08/23 1 PLAN CHECK COMMENTS CMU WALL A&E PROJECT NUMBER UNISTRUT, 1-5/8"0-5/8"x5', SITE ID_4738 UNISTRUT SLOTTED DISH Wireless PROJECT INFORMATION U-BOLT KIT, 3.5" UNISTRUT PIPE CLAMP OR OD (1 U-BOLT) SFSFOO1053A APPROVED EQUAL O12 RESULTS WAY CUPERTINO, CA 95041 1/2" COAX CABLE 8" MIN. MONOPINE BENDING RADIUS PER CABLE MANUFACTURER'S SHEET TITLE SPECIFICATIONS o NEW GPS UNIT MOUNT OR EQUIPMENT DETAILS APPROVED EQUAL SHEET NUMBER D-4 TYPICAL GPS UNIT MOUNTING DETAIL NO SCALE 7 TYPICAL EQUIPMENT MOUNTING DETAIL FN. ALE $ NOT USED NO SCALE 9 NOTES DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL NEW UNDERGROUND UTILITY CONDUIT ROUTE. • 2. THE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. "PWR" AND "FBR" PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, PLEASE NOTIFY TOWER OWNER AS FURTHER COORDINATION MAY BE NEEDED. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY d .sh OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. Wireless, 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS RIVE D TA F SA T 1 SOUH N E REQUIRED TO MEET NEC STANDARDS. 570 LITTLT 80 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM.boa. 0 NEW HYBRID CABLE RUN ON �- $�w,o op a•ee. NEW ICE BRIDGE (HYBRID LENGTH: 55'-0"t) 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 1200 DEL PAso RD.sTE.150 SACRAMENTO,CA 95843 NEW 9'-9"X11'-0" 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES LEASE AREA INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. m 10.ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. s III 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. oQRpFE`Slp��,� 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. EXISTING .n — — PARKING;7 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG T \ m No. 7222 G NEW TRAFFIC RATED OF CAL�V rT9r�FCT plo'01?w. POWER PULL-BOX EXP:06/30/2024 NEW 200A m R IS A VIOLATION OF LAW FOR ANY PERSON, MULTI-METER ON NEW 3"OC UNDERGROUND CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION NEW H-FRAME _ 2 RUN WITHIN 10' WIDE TRENCH OF A LICENSED PROFESSIONAL ENGINEER, _ E-2 TELCO CONDUIT:(LENGTH: f270') TO ALTER THIS DOCUMENT. / \ (2) POWER CONDUIT: (LENGTH: t360') M DRAWN BY: CHECKED BY:APPROVED BY: GO MID GC / \ \ RFDS_REV_#1_ISSUED: 11/23/2021 CONSTRUCTION I I DOCUMENTS a m SUBMITTALS \ \ REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD / 3 06/28/22 ELECTRICAL COMMENTS \ / 4 07/29/22 PG&E COMMENTS NEW 200A MULTI—METER lv I 5 10/18/22 STRUCTURAL ANALYSIS REPORT ON NEW H-FRAME /I 01/06/22 PLAN CHECK COMMENTS 7 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 PLAN CHECK COMMENTS NEW POWER P.O.C. ® / A&E PROJECT NUMBER EXISTING PG&E VAULT / SITE ID_4738 DISH Wireless NEW TELCO COMCAST PROJECT INFORMATION EXISTING MEET ME POINT RESIDENTIAL SFSFOO 1053A BUILDING 12 RESULTS WAY 7 CUPERTINO, CA 95041 MONOPINE EXISTING TRANSFORMER SHEET TITLE EXISTING UTILITY ROUTE PLAN '----------- --- BUILDING Ix AND ELECTRICAL NOTES N SHEET NUMBER 20 10 0 20 40 E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES NO SCALE 2 1"=20' CARLON EXPANSION FITTINGS DISH Wireless L.L.C. FIBER SEE TRENCHING NOTE 1 DISH Wireless L.L.C. DISTRIBUTION PANEL. • MALE TERMINAL STD PROVIDES 12AWG 0 0 COUPLING END TRAVEL VARIES PER BACKFILL PER SITE PART# ADAPTER END SIZE CTN LENGTH PART NUMBER TRENCHING NOTES WORK SPECIFICATIONS WIRE (6' TAIL) NEW DISH Wireless L.L.C. PART# QTY. TELCO FIBER ENCLOSURE E945D E945DX 1/2" 20 4" 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL E945E E945EX 3/4" 15 4'• SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE d s h (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS NEW DISH E945F E945FX 1" 10 4" r—1PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 UNISTRUT Wireless L.L.C. wireless- AREAS TO ITS ORIGINAL CROSS E945G E945GX 1 1/4" 5 4" SECTION. ///\ �j�/w �� DISH Wireless L.L.C. FIBER 2. TRENCHING SAFETY; INCLUDING, o \ o w JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE E945H E945HX 1 1/2" 5 4" �j/ /\� NEED TO BE TERMINATED BY LITTLETON, CO 80120 BUT NOT LIMITED TO SOIL m=w FIBER PROVIDER ON OTHER E945J E945JX 2" 15 8" CLASSIFICATION, SLOPING, AND /\ NEW DISH Wireless SIDE OF BULKHEAD/LC TO LC SHORING, SHALL BE GOVERNED F z 'o L.L.C. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1/2" 10 8" BY THE CURRENT OSHA o a p�, 10 AMP DISTRIBUTION IS TERMINATED. E945E E945EX 3" 10 8" TRENCHING AND EXCAVATION z o \� /�, o BREAKER SAFETY STANDARDS. o .I �j "'o z E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE w IN IN NEW FIBER PROVIDER FIBER INSTALLED IN COMPLIANCE WITH > w / \ NEW DISH Wireless LATERAL FROM RIGHT OF E945N E945NX 4" 5 8" THE CURRENT NATIONAL" (NEC) /� /. / 0 0 WAY TO STREET, L.L.C. ELECTRIC CODE OR AS UTILITY WARNING TAPE 12 AWG WIRE TERMINATED TO FOR E945P E945PX 5" 1 8 NEW DISH Wireless L.L.C. \ NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1/2" POWER FROM CABINET NEW DISH Wireless L.L.C. E945R E945RX 6" 1 8" CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION, WHICHEVER IS WORK SPECIFICATIONS 1-1/2" FIBER TO CABINET 1200 DEL PASO RD.STE.150 SLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. DISH Wireless L.L.C. INSTALLS SACRAMENTO,CA 95843 TERMINATION, AS PER LOCAL UTILITY POLICY, 1-1/2" CONDUITS FOR POWER NEW DISH Wireless L.L.C. 2" ORDINANCE AND/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET CONDUIT FROM COMMERCIAL FIBER VAULT EXPANSION JOINT DETAIL NO SCALE TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX - INTERIOR WIRING LAYOUT FN. SCALE 3 PULL BOX PCA173030-00006 6 QRpfESS/p�� NOTE: FIBER PROVIDER DIMENSIONS (WxHxD) 17"x30"x30" 0 NEW FIBER NID, WILL NEED TO PROVIDE AN JN Fi, NEW DISH Wireless L.L.C. IF REQUIRED ADDITIONAL 5FT UNISTRUT, COVER WEIGHT 57.9 LBS 2 U—BOLTS WITH 4 NUTS, m UNISTRUT THE EVENT THE BOX WEIGHT 139 LEIS • No. 7222 B 2' 17112 BRACKET SPACING DOESN'T LINE UP WITH CURRENT ASSEMBLY WEIGHT 196.9 LEIS 301/2" NEW FIBER PROVIDER SPACING BELOW LOADED WEIGHT 1,224.2 LEIS TT9/'c FC�\OPpe��r 1-1/4" FLEX CONDUITS IN IN OUT OF CA'\t FIBER PROVIDER TO TERMINATE FIBER PROVIDER TO PUNCH TOP OF ® EXP:06/30/2024 POWER TO FIBER PROVIDER NO TELCO BOX OF NO ENCLOSURE AND NEW DISH Wireless L.L.C. 12 INSTALL 1-1/4" LIQUID TIGHT AWG WIRE (6' TAIL) CONNECTORS, ILL LISTED, NYLON MATERIAL, WITH 0—RING GASKET 321 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FIBER PROVIDER TO INSTALL 191W OF A LICENSED PROFESSIONAL ENGINEER, 1-1/4" FLEX CONDUITS BETWEENALTER THIS DOCUMENT. NEW DISH Wireless L.L.C. FOR TELCO BOX & NID 30' 10 AMP DISTRIBUTION BREAKER NEW DISH Wireless L.L.C. DRAWN BY: CHECKED BY:APPROVED BY: NEW DISH Wireless L.L.C. TELCO FIBER ENCLOSURE GO MO GC 12 AWG WIRE NEW DISH Wireless L.L.C. 1-1/2" FIBER TO CABINET RFDS_REV_#1_ISSUED: 11/23/2021 IN IN 0 NEW/2P e L.L.C. NEW" POWER FROM CABINET U C CONDUITHFROM I COMMERCIAL CONSTRUCTION FIBER VAULT DOCUMENTS LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL) NO SCALE 4 PULL BOX DETAIL NO SCALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 1 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 DISH Wireless PROJECT INFORMATION SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE $ NOT USED NO SCALE 9 NOTES THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT • CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. PGE POWER POC 0 EXISTING TRANSFORMER 277/480 3PHASE 4 WIRE THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC (LISTED ON T-1) ARTICLE 210.19(A)(1) FPN NO. 4. d s h THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY wireless,. THE ADJUSTMENT FACTOR OF 80% PER 2014/17 NEC TABLE 310.15(B)(3)(c) OR (N)2"OC.(RGS)303/0+1#4 GRND. 2020 NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. APPROX.5'-0"3 #12 FOR 15A-2OA/1P BREAKER: 0.8 x 30A = 24.OA 5701 SOUTH SANTA FE DRIVE #10 FOR 25A-30A/2P BREAKER: 0.8 x 40A = 32.OA LITTLETON, CO 80120 #8 FOR 35A-40A/2P BREAKER: 0.8 x 55A = 44.OA NEW POWER PROTECTIVE CABINET CHARLES NETWORK CABINET #6 FOR 45A-60A/2P BREAKER: 0.8 x 75A = 60.OA (N)ELECTRICAL MULTI-METER UTILITY SERVICE ENTRANCE 120/24OV, 1 PH, SERVICE RATED, 120/24OV,10,200A A.I.C.=42KA, 120/240 VAC 1 PH OVERALL ILL LISTED POWER CENTER, CONDUIT SIZING: AT 40% FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. LOCATED NEAR POWER POC N3R, 65K/10K AIC 0.5" CONDUIT - 0.122 SQ. IN AREA 0.75" CONDUIT - 0.213 SQ. IN AREA BACKUP MAIN BREAKER WITH 2.0" CONDUIT - 1.316 SQ. IN AREA GENERATOR 200A 200A INTERLOCKED GENERATOR (1) NEW 3.0" CONDUIT - 2.907 SQ. IN AREA CAMLOCK FEED, 200A 65K AIC 2" EMT CONDUITS GEN PLUG CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. U� �bMf �bMf SURGE SUPPRESSION #10 - 0.0211 SQ. IN X 2 = 0.0422 SO. IN O) DEVICE 100KA SAD/MOV #10 - 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND 1200 DEL PASO RD.STE.150 GFCI 15A O1 02 30A NEW 2 #10, 1 #10 CU GND. TOTAL = 0.0633 SQ. IN SACRAMENTO,CA 95843 03 04 FOR RECTIFIER 1 15A 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, 05 06 INCLUDING GROUND WIRE, AS INDICATED ABOVE. AWG2 SPACE 30A NEW 2 #10 FOR RECTIFIER 2 TO(E) 07 08 RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015, CU. GRND. SPACE 09 10 NEW 2 #10, 1 #10 CU GND. #10 - 0.0266 SQ. IN X 4 = 0.1064 SQ. IN SPACE 11 12 30A FOR RECTIFIER 3 #10 - 0.0082 SQ. IN X 1 = 0.0082 SQ. IN <BARE GROUND SPACE 13 14 TOTAL = 0.1146 SQ. IN 6 (N)3"6C.(RGS)3#3/0+1#4 GRND. (3) 3/0 WITH #6 GROUND NEW 2 #10 APPROX.360'-0"f IN 3" SCH 40 CONDUIT SPACE 15 16 30A FOR RECTIFIER 4 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, pFESSlp4, SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE. n 18 vH0 F1, PPC FEED CONDUCTORS 1 CONDUIT: USING THAN, CU. SPACE I9 20 SPACE (1) NEW ( ) SPACE 21 SPACE 1/2" EMT CONDUIT 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN a: No. 7222 s (N)STEP-DOWN TRANSFORMER 22 #6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND 120V AC,240V AC OUTPUT, (N)SERVICE DIS.SWITCH 240V, SPACE SPACE 600V AC INPUT 2P/200A A.I.C. =42KA, (LOCATED SPACE 23 24 SPACE TOTAL = 0.8544 SQ. IN 9rFCTR1CPpe?moo INSIDE EQUIPMENT ENCLOSURE) NEW 2 #10, 1 #10 CU GND. OF CAUL FOR CONVENIENCE OUTLET 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, - INCLUDING GROUND WIRE, AS INDICATED ABOVE. EXP:06/30/2024 / FAULT NOTE: BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105'C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN (N)3"6C.(RGS)3#3/0+1#4 GRND. IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. R IS A VIOLATION OF LAW FOR ANY PERSON, BREAKERS REQUIRED: UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, (4) 30A, 2P BREAKER - SQUARE D P/N:Q0230 TO ALTER THIS DOCUMENT. (1) 15A, 1P BREAKER - SQUARE D P/N:Qo115 DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC PPC ONE-LINE DIAGRAM TNO SCALE RFDS_REV_#1_ISSUED: 11/23/2021 CONSTRUCTION F3 (SINGLE PHASE) DOCUMENTS FAULT CURRENT VALUES BASED ON LOCATION:DISCONNECT POINT-TO-POINT METHOD OF CALCULATION TYPE OF CONDUIT. PVC SUBMITTALS F1 (SINGLE PHASE) CONDUCTOR SIZE AND TYPE: 3/0 COPPER REV DATE DESCRIPTION SETS OF CONDUCTORS - 1 LOCATION:TRANSFORMER 2 03/16/22 REVISED 100%CD LENGTH OF CONDUCTORS = 10 FEET NEW CHARLES PANEL SCHEDULE TRANSFORMER SIZE= 100.0 WA "C"VALUE = 13923 3 06/28/22 ELECTRICAL COMMENTS SECONDARY VOLTAGE (L-L) 240 V 4 07/29/22 PG&E COMMENTS VOLT AMPS VOLT AMPS = f(L-L) = 0.0821 LOAD SERVED (WATTS) TRIP CICT PHASJ24 TRIP (WATTS) LOAD SERVED SECONDARY VOLTAGE(L-N) 5 10/18/22 STRUCTURAL ANALYSIS REPORT # 120 V M(L-L) = 0.9241L2 L1 L26 01/O6/22 PLAN CHECK COMMENTS PPC GFCI OUTLET 18015A 1 A 2880 ABB/GE INFINITY ISC 40,000 A f(L-N) = 0.1065CHARLES GFCI OUTLET 180 15A 3 B 30A 2880 RECTIFIER 1 M(L-N) = 0.9038 7 01/23/23-SPACE- 5 A 2880 ASEII INFINITY 803/05 23 PLAN CHECK COMMENTS 30A ISC (L-L) = 12,679 A -SPACE- 7 B 2880 RECTIFIER 2-SPACE- 9 A 30A 2880 ABB/GE INFINITY -N) 8038 A-SPACE- 11 8 28180 RECTIFIER 3 -SPACE- 13 A 30A 2880 ABB/GE INFINITY F2 (SINGLE PHASE) F4 SITE ID4738 -SPACE- 15 8 2880 RECTIFIER 4 (SINGLE PHASE) -SPACE- 17 A -SPACELOCATION:METERLOCATION:200A PPC DISH Wireless -SPACE- 19 B -SPACE- TYPE OF CONDOR: PVC-SPACE- 21 A -SPACE- TYPE OF CONDUIT: PVCPROJECT INFORMATION -SPACE- 23 B -SPACE- CONDUCTOR SIZE AND TYPE 3/0 COPPER CONDUCTOR SIZE AND TYPE: 3/0 COPPER SFSFOO1053A VOLTAGE AMPS 1 180 180 11520 11520 SETS OF CONDUCTORS - 1 SETS OF CONDUCTORS = 1 12 RESULTS WAY 200A MCB, 1�, 24 SPACE, 120/240V L1 L2 LENGTH OF CONDUCTORS - 80 FEET ME RATING: 65,000 AIC 11700 11700 VOLTAGE AMPS "C"VALUE= 13923 LENGTH OF CONDUCTORS - 30 FEET CUPERTINO, CA 95041 98 98 AMPS "C"VALUE = 13923 MONOPINE 98 MAX AMPS f(L-L) - 1.9153 f(L-L) = 0.2277 123 MAX 125% M(L-L) - 0.3430 M(L-L) = 0.2277 SHEET TITLE f(L-N) = 0.1482 f(L-N) - 0.2887 ELECTRICAL ONE-LINE,FAULT M(L-N) = 13,721 M(L-N) = 0.7760 CALCS & PANEL SCHEDULE ISC (L-L) = 8,894 A ISC (L-L) - 10,328 A ISC (L-N) = 8,894 A ISC (L-N) = 6.238 A SHEET NUMBER E-3 PANEL SCHEDULE NO SCALE 2 j FAULT CALCULATIONS NO SCALE 3 TEST WELL ■ EXOTHERMIC CONNECTION TEST GROUND ROD WITH T GROUND ROD INSPECTION SLEEVE • MECHANICAL CONNECTION • BOND H—FRAME POST BOND EQUIPMENT #6 AWG STRANDED & INSULATED AS REQUIRED BY GROUND BUS BAR TO UNISTRUT (TYP) MANUFACTURER — O GROUND ROD #2 AWG SOLID COPPER TINNED d .sh NEW 4"x12"0/4" o — \ - BUSS BAR INSULATOR wireless- TINNED COPPER MAIN GROUND BUSS BAR or 1 ®� \ GROUNDING LEGEND 570LITTLETON, C1 SOUTH NOA80120 FE A. RIVE \ \ / \ 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. NEW BUSS BAR i \ \ 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN INSULATORS \ III \ NEW EQUIPMENT GROUND RING COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING TO EXISTING TOWER GROUND V III REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. RING (TYP OF (2) TOTAL) \ 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. I O —W/RsL=55 EXISITNG GROUND RING (FIELD VERIFY) 1200 DEL PASO RD.STE.150 GROUNDING NOTES SACRAMENTO,CA 95843 EXISTING AT&T _ 69'-4" HIGH MONOPINE O EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW #2 AWG BURIED GROUND GRADE, OR 6 INCHES BELOW THE FROST LINE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL RING 30" BELOW GRADE OR FOOTING. O \ B TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, O AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE 6 0 O `I BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. OQROfESSiOA, BOND ICE BRIDGE I e m �' JH F^. SUPPORT POSTS TO 0, �0 ' O INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE %- GROUND RING BOND(s) / PERIMETER OF THE EQUIPMENT AREA. ALL NON—TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND (TYP ALL POSTS) \ 0 O WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN No. 7222 INSULATED CONDUCTOR. \ O PROVIDED IAT EREAST AT FOURUND RIPOINTS20N THE AWG INTERIOR GROUND LID TINNED O P RING,ER ELOCATEDYABOTHDE CORNERS SHALL S THE jT9rF FCTR\C POQ�\P BUILDING. GF CAL\F EXP:06/30/2024 GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND EQUIPMENT GROUNDING PLAN NO SCALE O RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. NOTES CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON, O FRAMES. ALL BONDS ARE MADE WITH 2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED UNLESS THEY ARE ACTING UNDER THE DIRECTION # OF A LICENSED PROFESSIONAL ENGINEER, ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. TO ALTER THIS DOCUMENT. REFERENCING TO A SPECIFIC MANUFACTURER. THIS LAYOUT IS FOR REFERENCE PURPOSES ONLY O HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS. WHEN A HATCH—PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH / PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH—PLATE AND TO THE INTERIOR GROUND RING GO MO GC / USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. NEW #2 AWG STRANDED ° ° RFDS_REV_#1_ISSUED: 11/23/2021 EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND COPPER GREEN I O INSULATED (TYP) TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND ° ° INSPECTION SLEEVE. CONSTRUCTION NEW 4"x6"x1/4" TINNED \/ \ lO TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. DOCUMENTS COPPER SECTOR GROUND BUSS BAR (TYP OF (3) i\ \ _— / O FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS \ / IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. REV DATE DESCRIPTION NEW GROUND BUSS �� O INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA 2 03/16/22 REVISED 100%CO / OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE 3 06/28/22 ELECTRICAL COMMENTS BAR INSULATORS (TYP) "�� INTERIOR GROUND RING. 4 07/29/22 PG&E COMMENTS O _ FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID e 01/06/22 PLAN CHECK COMMENTS TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH 1 I \ GATE POST AND ACROSS GATE OPENINGS. 21/2a/z3 PUN cHECK COMMENTS 03/08/23 PLAN CHECK COMMENTS o I O EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED A&E PROJECT NUMBER ° / 0 I TO THE EXTERIOR GROUND RING. USING #2 TINNED SOLID COPPER WIRE 0 SITE ID_4738 o \ � N ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE 0 \\ \ 0 O TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED DISH Wireless 0 — 0 GROUND RING. PROJECT INFORMATION \ I / NEW UPPER \� �/ TOWER GROUND O DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS SFSFOO1053A _ L BUSS BAR OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND 12 RESULTS WAY INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE \ / CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CUPERTINO, CA 95041 \ i CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE MONO PIN E — REFERENCE GROUND BAR pO TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO NEW ANTENNA MOUNT COLLAR. SHEET TITLE GROUNDING PLANS REFER TO DISH Wireless L.L.C. GROUNDING NOTES. AND NOTES SHEET NUMBER G-1 ANTENNA GROUNDING PLAN NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 NOTES EQUIPMENT CABINET OMITTED FOR CLARITY NEW GPS UNIT CABLE GROUNDING NOT REQUIRED WHEN • ANTENNA IS LESS THAN 10' FROM CABINET EXISTING sh CMU WALL wireless- #2 AWG GROUND CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE NEW PIPE COLUMN LITTLETON, CO 80120 O \ O El APPROVED GPS UNIT MOUNT OR \\ APPROVED EQUAL C. 1/2" COAX CABLE 8" MIN. RESERVED SPACE FIBER NID, k\ 11111 BENDING RADIUS PER U7IF REQUIRED CABLE MANUFACTURER'SSPECIFICATIONSNEWPOWER PROTECTIVE SPACE RESERVED FOR 1200 DEL PASO RD.STE.150 CABINET ADDITIONAL SACRAMENTO,CA 95843 DISCONNECT SAFETY SWITCH. IF REQUIRED. \ U ?' TO GROUND TYPICAL GPS UNIT GROUNDING No scA E 2 6 / / QRpfESS/p�� 0 0 0 / o 0 o NEW TELCO FIBER ENCLOSURE (BEHIND H—FRAME) i � m i A Na 7222 NEW #2 AWG TIE INTO _ GROUND RING (PAD 2 TINNED SOLID IN 1 2" MIN. LIQUID \ I # / i NEW CONCRETE PAD 9TF OF CA A�OQ TIGHT CONDUIT FROM 24" BELOW GRADE \ I TO WITHIN 3"TO 6" OF CAD—WELD i TERMINATION POINT. EXPOSED END OF rFINISHEDGRADE 06/30/2024 THE LIQUID TIGHT CONDUIT MUST BE / 4 aSEALED WITH SILICONE CAULK. (TYR) / BUSS GROUNEAR \yo��o±0�Opppp� \ / \ IT IS A VIOLATION OF LAW FOR ANY PERSON, / �� \\ UNLESS THEY ARE ACTING UNDER THE DIRECTION / / / / / / / / / / / / / / / / / / / OF A LICENSED PROFESSIONAL ENGINEER, �\ �\ �\ �` \ \ TON O ALTER THIS DOCUMENT. / / \ NEW GROUND RING I I I I � DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC BASE CONNECTION RFDS_REV_#1_ISSUED: 11/23/2021 NEW GROUND BOND EQUIPMENT GROUND BAR TO RING GROUNDING ELECTRODE SYSTEM (TYR) # 2 GROUND CONSTRUCTION DOCUMENTS H—FRAME GROUNDII�IG DETAIL NO SCALE OUTDOOR CABINET GROUNDING NO SCALE 3 SUBMITTALS REV DATE DESCRIPTION 12" DIA x 24" DEEP 2 03/16/22 REVISED 100%GO #2 TINNED SOLID IN 1/2" MIN. LIQUID INSPECTION SLEEVE PVC 4 x OR SOIL PIPE WITH CAP 3 06/26/22 ELECTRICAL COMMENTS ZD— TIGHT CONDUIT FROM 24" BELOW GRADE PIPE x< OR EQUIVALENT 4 07/29/22 PG&E COMMENTS TO WITHIN 3" TO 6" OF CAD—WELD 1'-0" TERMINATION POINT. EXPOSED END OF �� N s 10/16/22 srRuciuRAL ANALYSIS REPORT THE LIQUID TIGHT CONDUIT MUST BE i FINISHED GRADE INCLUDE WARNING TAPE WITH e 01/06/22 PUN CHECK COMMENTS SEALED WITH SILICONE CAULK. / BACKFILL PER SPECIFICATIONS of/z3/z3 PUN CHECK COMMENTS GRADE 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER V�/VA/VA/VA/VA/VA V� w w //A//A//A//A// //A//A//A//A// SITE I D_4738 o o V�VA/VA/VA/VA V/VA/VA/VA V� EXOTHERMIC CONNECTION o z A/\/ / // / / / // m z VA VA VA \VA \ DISH Wireless 3/4" CRUSHED STONE OR N PROJECT INFORMATION EQUAL FILL TEST WELL TO o'p w WITHIN 2" OF TOP OF SFSF001053A GROUNDING LOOP CONDUCTOR o = GROUND RING, #2 AWG 12 RESULTS WAY SOLID BARE TINNED CUPERTINO, CA 95041 CADWEL (TYR) I GROUND RING COPPER CONDUCTOR MONOPINE SHEET TITLE TIE INTO EXISTING COP ER CONDUCITOR2 AWG SOLID TNNED GROUNDING DETAILS GROUND RING EXTERIOR GROUND RING GROUND ROD, 1/2" MIN. x 8'-0" LONG COPPER CLAD STEEL (ERICO #625880) SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL NO SCALE 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 TYPICAL GROUND RING TRENCH NO SCALE 6 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO—HOLE CONNECTOR BARREL BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC CONNECTORS WELD. 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH d .sh AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT wireless,. 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S LOCK S/S LOCK 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR WASHER WASHER 5701 SOUTH SANTA FE DRIVETTjTT r LITTLETON, CO 80120 DOWN TO GROUNDING BUS. FLAT S/S WAS i��111J 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER THE BACK SIDE. --- ------- --- ------- TINNED COPPER TINNED COPPER GROUNDING BAR GROUNDING BAR 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/S FLAT S/S FLAT 11111� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER WASHER REQUIRED. 11111� ---------- --- ------- 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) —W/Ra L=55 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING 1200 DEL PASO RD.STE.150 SACRAMENTO,CA 95843 TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG No SCALE 2 TYPICAL INTERIOR TWO HOLE LUG No SCALE 3 6 QgOFESSIp�� R, NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) ~ TO BE VISIBLE (TYP) 4`* S/S SPLIT WASHER (TYP) No. 7222 S/S FLAT WASHER (TYP) Tjj FCTFVCPS h OF C AL\YOP 2 HOLE LONG BARREL TINNED SOLID COPPER EXP:06/30/2024 LUG (TYP) S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT TYP / (TYP) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION CHERRY INSULATOR OF A LICENSED PROFESSIONAL ENGINEER, INSTALLED IF REQUIRED7 TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC RFDS_REV_#1_ISSUED: 11/23/2021 CONSTRUCTION DOCUMENTS LUG DETAIL No SCALE 4 NOT USED No scALE 5 NOT USED NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7 1 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 DISH Wireless PROJECT INFORMATION SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE SHEET TITLE GROUNDING NOTES AND DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 RF JUMPER COLOR CODING 3/4" TAPE WIDTHS WITH 3/4" SPACING ALPHA RRH LOW BANDS (N71-N28) AWS • PORT 1 PORT 2 PORT 3 PORT 4 J+ j�LTANT PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 OPTIONAL - (N29) (N65+N70+H-BLOCK) LOW-BAND RRH - + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT + SLANT (60OMHz N71 BASEBAND) + (850MHz N26 BAND)) + 1111pw d s h (70OMHz N29 BAND) - OPTIONAL PER MARKET L BLU BLUE BLUE GREEN GREEN GREEN GREEN wireless- RED E BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT (CBRS WILL USE YELLOW BANDS) WHITE wwTE OR.4f�GE ORANGE WHITE RANGE ORANGE (3 GHz) ON ANTRRH 5701 SOUTH SANTA FE DRIVE 1 PORT 1 PORT 1 PORT LITTLETON, CO $0120 YELLOW WHITE WHITE w-11 h WHITE 1 PORT �t': PCRT 1 PORT i I REDREDBLUEJRPLE j ALPHA SECTOR BETA SECTOR GAMMA SECTORMID-BAND RRH -(AWS BANDS N66+N70) REDRED PURPLE PURPLE BLUE 1200 DEL PASO RD.STE.150 SACRAMENTO,CA 95843 URPLE PURPLE wHNE pUR°_E PURPLEADD FREQUENCY COLOR TO SECTOR BAND t PORTt PORT (CBRS WILL USE YELLOW BANDS) WHITE 1 PORT COLOR IDENTIFIER TO SCALE 2 HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 CANISTER COAX #1 COAX #2 INCLUDE SECTOR BANDS BEING SUPPORTED AM (3RD TECH ADDED) (ALPHA) (ALPHA) LONG WITH FREQUENCY BANDS QROFESS/O,yq S, EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS p h� CF< ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS Z GREEN RED � No. 61054 EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS CBRS ONLY, ALL SECTORS q� Clv1 r-1 ow F ,3 EXAMPLE 3 - MAIN COAX WITH GROUND MOUNTED OF CNO� RRUs EXPIRATION: 12-31-22 FIBER JUMPERS TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH LOW BAND RRH IT IS A VIOLATION OF LAW FOR ANY PERSON, LOW-BAND RRH FIBER CABLES HAVE SECTOR UNLESS THEY ARE ACTING UNDER THE DIRECTION STRIPE ONLY OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GO MID GC RFDS_REV_#1_ISSUED: 11/23/2021 POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH LOW BAND RRH LOW-BAND RRH POWER CABLES HAVE SECTOR CONSTRUCTION STRIPE ONLY REEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS PURPLE RANGE PURPLE NGE REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 5 10/18/22 STRUCTURAL ANALYSIS REPORT MID BAND/ LOW BAND/ MID BAND/ LOW BAND/ MID BAND/ LOW BAND/ ZZ 01/06/22 PLAN CHECK COMMENTS BET CONTROL IS HANDLED BY THE MID-BAND RRU "IN" "IN" "IN" "IN" "IN" "IN" ZL 01/23/23 PLAN CHECK COMMENTS WHEN ONE SET OF PET PORTS EXIST ON ANTENNA a 03/08/23 1 PLAN CHECK COMMENTS SEPARATE PET CABLES ARE USED WHEN ANTENNA EEN A&E PROJECT NUMBER PORTS PROVIDE INPUTS FOR BOTH LOW AND MID BANDS SITE ID 4738 DISH Wireless PROJECT INFORMATION SFSFOO1053A MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES 12 RESULTS WAY PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY CUPERTINO, CA 95041 LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. MONOPINE ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH WHITE WHITE WHITE WHITE WHITE WHITE ADDITIONAL MW RADIO. GREEN SHEET TITLE MICROWAVE CABINETS WILL REQUIRE P-TOUCH WHITE WHITE WHITE �;`JHITE WHITE WHITE LABELS INSIDE THE CABINET TO IDENTIFY THE BLUE GREEN RF CABLE COLOR CODES LOCAL AND REMOTE SITE ID'S. WHITE +iHl L WHITE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4 d .* sh w"r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 I �I I -W/Rs Le 55 1200 DEL PASO RD.STE.150 SACRAMENTO,CA 95843 w��44sk� re�r�lar+..r- �t.,a rsa: Lii■.�v.-fa got ilboA L.,nr_K1 Y I Y 1 QROF ESS/py \S S o Z im- InNo. 61054 ■ q� CIV1� F OF CAV�F� EXPIRATION: 12-31-22 '1`•-cry-yr�a j�� rrJ r®, rrr� r, i Palm IMF , I m , le to •�� a IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, i.aliEiYil• _ TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC RFDS_REV_#1_ISSUED: 11/23/2021 Li ' 'i''. 11r*'r. CONSTRUCTION lei DOCUMENTS SUBMITTALS by D011111. REV DATE DESCRIPTION 'T,._ .` 4.B-d. +rrrrarrr rrr■raarrrrrarrrrrrrrr■ orrcr rrrr.or rr S' "_3h - 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS Fri': 4a7i;e■ F ! � * ' 1 ��p1 =�� 4 07/29/22 PG&E COMMENTS r= J.mkp." wJJ" 5 10/18/22 STRUCTURAL ANALYSIS REPORT wwr ` spy i 1 - �� , ° 6 01/O6/22 PLAN CHECK COMMENTS 01/23/23 PLAN CHECK COMMENTS aaWl w�Fl 1 8 03/08/23 PLAN CHECK COMMENTS e I I I I I 1 A&E PROJECT NUMBER 1� IWd U-M r ,' ■_.x_I e _ r j — SITE ID_4738 r' DISH Wireless PROJECT INFORMATION -- -- _ - --- --' - SFSFOO1053A 12 RESULTS WAY rye UdN1*-LVM rrt Od CUPERTINO, CA 95041 MONOPINE r 1 , '! 1 SHEET TITLE • i RF PLUMBING DIAGRAM ■ 1 1 - , SHEET NUMBER RF-2 PLUMBING DIAGRAM NO SCALE EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION • AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR - ADDL ADDITIONAL LF LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e T AGL ABOVE GROUND LEVEL MAX MAXIMUM d ...sh AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT wirelessTM EXOTHERMIC WITH INSPECTION SLEEVE ❑• ALUM ALUMINUM MECH MECHANICAL GROUNDING BAR ALT ALTERNATE MFR MANUFACTURER GROUND ROD ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA FE DRIVE APPROX APPROXIMATE MIN MINIMUM LITTLETON, CO 80120 TEST GROUND ROD WITH INSPECTION SLEEVE II T ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL SINGLE POLE SWITCH AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH $ BATT BATTERY MW MICROWAVE DUPLEX RECEPTACLE BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK NM NEWTON METERS BLKG DUPLEX GFCI RECEPTACLE G BM BEAM KING � NUMBER NUMBER r -I BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE 1200 DEL PASO RD.STE.150 FLUORESCENT LIGHTING FIXTURE I F I BOF BOTTOM OF FOOTING OC ON-CENTER SACRAMENTO,CA 95843 (2) TWO LAMPS 48-T8 L_____- CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ISCANT CANTILEVERED OPING OPENING SMOKE DETECTION (DC) CHG CHARGING P/C PRECAST CONCRETE CLG CEILING PCS PERSONAL COMMUNICATION SERVICES EMERGENCY LIGHTING (DC) CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN PRC PRIMARY RADIO CABINET SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COMM COMMON PP POLARIZING PRESERVING LEA-5-25A400/51K-SR4-120-PE-DDBTXD CONC CONCRETE CHAIN LINK FENCE x x x x CONSTR CONSTRUCTION PSF POUNDS PER SQUARE FOOT oQROFESS/O,y9 DBL DOUBLE PSI POUNDS PER SQUARE INCH �F, RCS S, C� WOOD/WROUGHT IRON FENCE DC DIRECT CURRENT Z PT PRESSURE TREATED WALL STRUCTURE DEPT DEPARTMENT pWR POWER CABINET No. 61054 QTY QUANTITY OF DOUGLAS FIR LEASE AREA D RADIUS DIA DIAMETER RECT RECTIFIER '9J' CIV1�- PROPERTY LINE (PL) - - - - - - DIAG DIAGONAL REF REFERENCE F OF CA��F DIM DIMENSION REINF REINFORCEMENT SETBACKS DWG DRAWING EXPIRATION: 12-31-22 REQ'D REQUIRED ICE BRIDGE DWL DOWEL EA EACH RET REMOTE ELECTRIC TILT CABLE TRAY EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY IT IS A VIOLATION OF LAW FOR ANY PERSON, RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION WATER LINE W W W W W EL. ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, ELEC ELECTRICAL RRH REMOTE RADIO HEAD TO ALTER THIS DOCUMENT. UNDERGROUND POWER UGP — UGP — UGP — UGP — UGP EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT UNDERGROUND TELCO UGT UGT UGT UGT UGT ENG ENGINEER RWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: EQ EQUAL SCH SCHEDULE GO MO GC OVERHEAD POWER oHP oHP oHP oHP SHT SHEET EXP EXPANSION OVERHEAD TELCO oHT oHT OHT oHr EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS-REV-#1-ISSUED: 11/23/2021 EW EACH WAY Sim SIMILAR UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION ABOVE GROUND POWER AGP —AGP —AGP —AGP —AGP FF FINISH FLOOR SO SQUARE DOCUMENTS FG FINISH GRADE SS STAINLESS STEEL ABOVE GROUND TELCO AGT —AGT —AGT —AGT —AGT FIF FACILITY INTERFACE FRAME STD STANDARD SUBMITTALS ABOVE GROUND TELCO/POWER AGT/P —AGT/P —AGT/P —AGT/P FIN FINISH(ED) STL STEEL REV DATE DESCRIPTION TEMP TEMPORARY WORKPOINT FLR FLOOR THK THICKNESS 2 03/16/22 REVISED 100%CD W.P. FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER 3 06/28/22 ELECTRICAL COMMENTS SECTION REFERENCE xx FOC FACE OF CONCRETE TN TOE NAIL 4 07/29/22 PG&E COMMENTS X-X FOM FACE OF MASONRY TOA TOP OF ANTENNA 5 10/18/22 STRUCTURAL ANALYSIS REPORT DETAIL REFERENCE xx FOS FACE OF STUD s TOC TOP OF CURB 01/06/22 PUN CHECK COMMENTS x-x FOW FACE OF WALL TOF TOP OF FOUNDATION 01/23/23 PUN CHECK COMMENTS FS FINISH SURFACE 8 03/08/23 PLAN CHECK COMMENTS FT FOOT TOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL A&E PROJECT NUMBER FOOTING GA GAUGE TOW TOP OF WALL SITE ID 4738 GA - GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYR TYPICAL DISH Wireless UG UNDERGROUND PROJECT INFORMATION GLB GLUE LAMINATED BEAM GLV GALVANIZED UL UNDERWRITERS LABORATORY SFSFOO1053A GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTED OTHERWISE 12 RESULTS WAY GNO GROUND UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM CUPERTINO, CA 95041 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) MONOPINE HOG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD SHEET TITLE HDR HEADER W WIDE HGR HANGER W/ WITH LEGENDS AND HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF SHEET NUMBER IGR INTERIOR GROUND RING WT WEIGHT GN-1 LEGEND ABBREVIATIONS SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: • (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER d ...sh THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY Wlre�eSS� NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE 5701 SOUTH SANTA FE DRIVE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY LITTLETON, CO 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING �uri��c=ss PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN 1200 DEL PASO RD.STE.150 AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE SACRAMENTO,CA 95843 PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN RECORD. ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. QROFESS/pN AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH �F� R�5 S, q!! 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE CHANGE OF INSTALLATION. �� EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANYCD � Z 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. L..IW No. 61054 AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 7, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED �Q OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, q� CiV1� Oft' ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED F OF CA��F OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. EXPIRATION: 12-31-22 UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OF CONSTRUCTION. IT IS A VIOLATION OF LAW FOR ANY PERSON, 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS THEY ARE ACTING UNDER THE DIRECTION 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. OF A LICENSED LRPTT�HIS DOCUMENT..GINEER, PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 10. F THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR DRAWN BY: CHECKED BY:APPROVED BY: UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY OF INSTALLATION. GO MO GC PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL RFDS_REV_#1_ISSUED: 11/23/2021 CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRAWINGS. LATEST APPROVED REVISION. CONSTRUCTION 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SUBMITTALS 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. REV DATE DESCRIPTION WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 2 03/16/22 REVISED 100%CD THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. 3 06/28/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE 5 10/18/22 STRUCTURAL ANALYSIS REPORT REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. s 01/06/22 PLAN CHECK COMMENTS 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 7 01/23/23 PLAN CHECK COMMENTS 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE a 03/08/23 PLAN CHECK COMMENTS APPLICATION. A&E PROJECT NUMBER 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR SITE ID_4738 DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. DISH Wireless PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF SFSFOO1053A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 12 RESULTS WAY 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY CUPERTINO, CA 95041 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. MONOPINE 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. GENERAL NOTES 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. SHEET NUMBER 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. CONCRETE. FOUNDATIONS, AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION psf. OCCURS OR FLEXIBILITY IS NEEDED. d ...sh 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET wireless MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90`f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, ILL, ANSI/IEEE AND THE 5701 SOUTH SANTA FE DRIVE NEC. LITTLETON, CO 80120 BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF w� THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO U/JL/GR #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE -W/ems L=ss MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT 1200 DEL PASO RD.STE.150 DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED SACRAMENTO,CA 95843 • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. • CONCRETE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED ILL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • #6 BARS AND LARGER 2" EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2" 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED ILL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. QROFESS/ON • SLAB AND WALLS 3/4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED v��ZEL\5 S. • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. F No. 61054 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. Q q� CIV1\- 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE F OF C (3 WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ELECTRICAL INSTALLATION NOTES: EXPIRATION: 12-31-22 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH Wireless L.L.C.". FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION AND TRIP HAZARDS ARE ELIMINATED. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DRAWN BY: CHECKED BY:APPROVED BY: 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF GO MO GC THE NATIONAL ELECTRICAL CODE. RFDS_REV_#1_ISSUED: 11/23/2021 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE DOCUMENTS GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 2 03/16/22 REVISED 100%CD 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 3 06/28/22 ELECTRICAL COMMENTS CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT 4 07/29/22 PG&E COMMENTS I D'S). 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 7 01/23/23 PUN CHECK COMMENTS 8. TIE WRAPS ARE NOT ALLOWED. 8 03/08/23 PUN CHECK COMMENTS 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. SITE ID_4738 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH DISH Wireless TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT INFORMATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS SFSFOO1053A OTHERWISE SPECIFIED. 12 RESULTS WAY 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH CUPER MO O, 95041 NOPINE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90' C IF AVAILABLE). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. GN-3 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. d .* sh 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO wireless ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO 5701 SOUTH SANTA FE DRIVE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. LITTLETON, CO 80120 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. �uri��c=ss 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 1200 DEL PA SO RD STE.150 SACRAMENTO,CA 95843 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. oQROSESS/Ovq`F 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. Z 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND No. 61054 BAR. Q- 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND qT OiV1� CONNECTIONS. F OF CA��F 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. EXPIRATION: 12-31-22 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. IT IS A OF LAWANY PRSON, 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND UNLESS THEY ATRENACTING U DOR THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, CONDUCTOR. TO ALTER THIS DOCUMENT. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED DRAWN BY: CHECKED BY:APPROVED BY: THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL GO MO GC CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., RFDS_REV_#1_ISSUED: 11/23/2021 NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" CONSTRUCTION NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END DOCUMENTS OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE SUBMITTALS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING REV DATE DESCRIPTION SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO 2 03/16/22 REVISED 100%CD THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. 3 07/29/22/2 ELECTRICAL/22 PG&E COMMENTS rs 4 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 DISH Wireless PROJECT INFORMATION SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 FANemberlgiaa75] KH Prgecf#:KHCLE-2a]ss FAN—10100]5] KH Project#:KHCLE2675s FAN—10100]5] KH Project#:KHCLE2a Site Name:NOVEM6ER DRIVE Page 2 Site Name:NOVEMBER DRIVE Pages Site Name:NOVEMBER DRIVE Pagege 4 III KIIII�11 ley> HOCII1�1 •INTRODUCTION -RESULTS -ASSUMPTIONS AND LIMITATIONS — d .* sh AT&T Towers Kevin Fraleigh,P.E. At the request of AT&T Towers,Kimley-Ham and Associates,Inc.performed a structural analysis of the existing The tables below Show a maximum usage summary for each group of components in the structure.The usage This report is not a condition assessment of me lower and foundation;It is an engineering analysis based upon WII I 2180 Lake Blvd.,NESB-14 3875 Embassy Pkwy,Suite 280 onopine structure localetl in Cuperno,CA.The purpose of the analysis is to determine the adequacy of the ofacomponeM is the ratio farce inthe member compared its calculated capacity.Amore detailed report of the theoretical capacity Of the structure.Unlesslold otherwise,we assume the tower and foundation to be in"like a ess- Brookhaven,GA30319 Akron,OH 44333 tower to support the loading configuration outlined in Appendix A(Tower Analysis Summary Form),pursuant to memberusagescan be found in the appendix at the end of this report.Usages greater than 100%indicate where new'condition It is me responsibility of our client and the tower owner to very,that the tower modeled and (470)413-6770 (216)505-8256 the referenced standards. the force in the member exceeds its capacity. Usages up to 105%are considered acceptable per industry loading considered is accurate.If these assumptions are not accurate,Kimley-Horn&Associates,Inc.should be standard practice. notified immediately to perform a revised analysis.This analysis assumes all antenna mounts are adequate to 5701 SOUTH SANTA FE DRIVE Dale:September 29,2022 support the existing and proposed bads. It is the carrier's responsibility to ensure antenna mount meets the I Project#:KHCLE-28755 Structure Usa es: structural requirements of ANSI/rIA-222. Kimley-Hom&Associates,Inc.did not analyze antenna supporting LITTLETON, CO 80120 •ANALYSIS CRITERIA StruMure Controlling mounts as part of this structural analysis report. Comprehensive Structural Analysis Report Com nen[ Usa e The analysis tonal mo el considering an econd—der ar toile element analysis program,n create an elastic pole 52.4% Pass All services are principles and results obtained,and recommendation made in of responsible with generally accepted three-dimensional Adel tlering second-order effects per ANSIlTIA-222 requirements.The program Base Plate 3].4% Pass Carrier Designation: AT&T Number: 47400 engineering principles and practices. Kimley-Hom&Associates,Inc.is not responsible for the conclusions, FA Number: 10100757 calculates member stresses for various loading cases and selected output from me analysis is included in the AncM1or Rods 43 9% Pass tl recommendations made b others based an the information in this report. AT&T Site Name: NOVEMBER DRIVE appendmas. opinions an y p Dish Site Number: SFSFOO1053A Foundation Usa a Kimley-Horn makes no warranties,expressed or implied in connection with this report and disclaims any liability The proposed Dish Wireless mounts have been assumed for the purpose of this analysis. Simtture Controlling arisingfrom original desi Analysis Criteria: Code Requirements: TIA-222-H,20181BC,2019 CBC,&ASCE 7-16 Com nerd Usa a design,materiel,fabrication,and section deficiencies or corrosion of the lower. TIA-222 Revision: TIA-222-H Base Foundation 42 0% Pass Ultimate Wind Speed w/o Ice:92 mph(3-sec gust) Risk Cate II Category: Site Data: 5 Results Way DUP1,Cupertino, Ultimate Wind Speed: 92 mph CA 95014,Santa County Exposure Category: a •CONCLUSIONS AND RECOMMENDATIONS ��/Jr/r/\ AT&T M 3rket San Fr N,Longitude memo 27278°W Topographic Factor at Base: 1.00 AT&T Market:Ban an Mcn pine Francisco/Sacramento Topographic Factor at Mount: 1.00 Per our structural analysis,the structure has been foundsiren to Dees.The tower and foundation c_support the 69 fl—TransAmerican Monopine Ice Thickness: 0 in referenced loading in accordance with the structural strength requirements of ANSIlTIA-222-H and 2019 CBC. SeiamIc Design Category: E Ms.Alison Skipper, Seismic S:: 2.168 Seismic S,: 0.778 1200 DEL PASO RD.STE.150 Kimley-Horn and Associates,Inc.is pleased to submit this"Comprehensive Structural Analysis Report"to SACRAMENTO,CA 95843 determine the structural integrity of the above mentioned tower. •SUPPORTING DOCUMENTATION The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: Information on the current tower geometry,member sizes,foundation dimensions,soil properties,and antenna oading was obtained from the sources listed below.It is assumed that all information provided to Kimley-Horn E.hning.Pmp.-cI.Future: &Associates,Inc.is accurate.In the absence of information to the contrary,we assume the structure has been Proposed Tower Rating: 52.7% Pasa properly erected and maintained per the original design drawings and the capacity has not significantly changed Proposed Foundation Rating: 42.0% Pass from the'as new"condition. This analysis has been performed in accordance with the 2019 CBC based upon an ultimate 3-secend gust wind Tower Des i n DaVinci En ineerin,Pro ect#:5710235-1577,dated O9/O7/2Gl O speed of 92 mph.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Fountlation Desi a TAPP,Pro act#:TP-9078,dated 09/07/2010 GeoIechnicel Re or. BMI,Pmect#:10S-13B,dated 07/222010 Structural analysis prepared by:Deanna Fernando,E.I. Previous Ana sis GPD,Project#:2SH CoLocad�n121723.15.47400.05,dated 07H42021 QapFESSIO,Vgr Tower Loading Data AT&T RFDS ID:436220Appli7,dation,ed l07//1152022�1053A,tlaletl 02/07/2022 Respectfully submitted by: ``9 1ADD 00 Fpy QROF ESS/py Michael L.Oglesby,P.E. Cassurn� 5 C 82179 1 F Lic.#82179,Exp.03/312024 y v 5 S. Kimley-Horn antl Associates,Inc. 9/29/02 r7 V Z * 'I'OFCAI.IF�� CIVIV P � No. 61054 � F OF C 1F EXPIRATION: 12-31-22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, FA Number s] KH Prgect#:KHCLE-28]BB sire Name:NovEMOVENrBER DRIVE Pages TO ALTER THIS DOCUMENT. APPENDIX Tower Analysis Summary Form DRAWN BY: CHECKED BY:APPROVED BY: Tower Analysis Summary Form me mtormadon contained lnmis s"m ,yre V1 is notmee used GO MO GC Independently nom the PE stamped tower anaiysls. aNiapsa seen mHMx�a ��*m RFDS_REV_#1_ISSUED: 11/23/2021 p.M,puaa wabie Sm.MP1 cEad�""u.m .,n.a. °,:dwa�:a:a:o„Qo„dcmmdm ��aa^� ^u5 CONSTRUCTION aaMlcainN.sMm1 a.�:<�,dA1 -� �d5r.d1�x1 x1 .r,olP... Mss,an a,a a(I. DOCUMENTS PaK, cpbxssix cMeoav f io sl SUBMITTALS vhMsbenMbOw1 REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS ' ' Mount 4 07/29/22 PG&E COMMENTS ism^�n1 ml a ouamsy m au.1, M Tyne —.It, 5 10/18/22 STRUCTURAL ANALYSIS REPORT M anion.owm, _ 6 01/06/22 PLAN CHECK COMMENTS Mim oe.e, 7 01/23/23 PLAN CHECK COMMENTS en obnMr 8 1 03/08/23 PLAN CHECK COMMENTS oem A&E PROJECT NUMBER n1TMobs u se a — =�usun era oa mo.ama moo^<. a e,Mo;,iM =— SITE ID 4738 DISH Wireless T- °ien01y PROJECT INFORMATION Mnne SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 anmim.Nand` tram, Type a a, � oxiri M Tyva aaandy Mnal I M O N O P I N E ob�Irona own o SHEET TITLE STRUCTURAL ® ® ANALYSIS REPORT SHEET NUMBER SA-1 Feed Line Distribution Chart Feed Line Plan • wan 0'-69' FA Number 10f0 7 KH Pryect#:KHCLE-2E155 °°°^° rwoaF nwkp •ine Fl• µPeFvm Site Name:NOVEMBER DRIVE Pegea DESIGNED APPURTENANCE LOADING ELEVATION 1. APPENDIX B Ano tnxTower Output File wm Face wm Face c6m Face wireless- aausvaw w .sr.M. 'se 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 7 ZZ- 1 Yd 1 �ma«,s�a,z m R.r,�•,a. A Tod Tasrzss rsxz mm MATERIAL STRENGTH ��007 / v F. •lAtt'By1evJ TOWER DESIGN NOTES mm mm - e 55 $ um B W ue Tw-2224i a eM ro �eocr6vrve wimu,e TlA-v2-H skneem. 1200 DEL PASO RD.STE.150 a.TOWER'-NO.sz.7as cmm e• k•on k o SACRAMENTO,CA 95843 AL 14 e a QROFESS/pv AEF'NTCREA \S S �F�Fyc o Z t PAo./oN:F9z Nne (y No. 61054 CIV1� 8d11 akNag %rm[ey-Horn f0f0015]NOVEMBERDRIVE �M�1)�M421 Ximky-Hrnf0f00751 NOVEMBERDRNE ,0IgI aaIIff ryryII Ximley-Ho1n 10100751 NOVEMBERDRI F CMjI $IMlI421 FaYettevll.Street Sude 600- e-8 F•Yetlev lie Street Su to 600 a i nl1 III INII�III421 FaYenev lie Street Su to 800 0^ia mss Ralmgh NC 27601 Neal M °"' Ra% we gh,NC 27601 b'. '"° Rol gh,NC 27601 N°ivn" em° m« c9tm 67 m i a mis)- n mis)•n zaw n EXPIRATION: 12-31-22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION .fob Page ,foe Page ,lob Page ,lob P•ge OF A LICENSED PROFESSIONAL ENGINEER, tnxTOWQT 10100757-NOVEMBER DRIVE 1 of 6 tnxTower 10100757-NOVEMBER DRIVE 2 of 6 tnxTower 10100757-NOVEMBER DRIVE 3 of 6 tnxTower 10100757-NOVEMBER DRIVE 4 of 6 TO ALTER THIS DOCUMENT. KWO A�Orn Proms ro're %lmMy-Aom Pryer! Date %im(ry-A�Om Prol_ %im(ey-A•m Prole•t Dace 42 00 KHCLE-28755 09:2fi:1809/29/22 4tlFosvm4msrtaa,smre6w KHCLE-28755 09:26:1809/29/22 4t KHCLE-28755 09:26:7809/29/22 42 oyercmlfesovv.s4kew KHCLE-28755 09:26:1809/29/22 DRAWN BY: CHECKED BY:APPROVED BY: go4r8n,NC226ot1k tile. Designed by MkgANC22wt Client Desl9ned by kalen 276o0' CIIeM Desigriedby 2toN,sA in Client D.Ig-by AT&T Mobility AT&T Mobility rw^::(91)V?two AT&T Mobility pron°:(91)n2-moo AT&T Mobility GO MO GC Deanna.Fernando Deanna.Femando Deanna.Fernando Deanna.Fernando RFDS_REV_#1_ISSUED: 11/23/2021 omcrymn Pr ag:m 0' prmmwnr C.3e C..r, mg t3aranp0on gter ob+°n: .rammn pm«mm1 Cx+n Cw w:;ger _Pa, n offtm o&°n: rm 1 C..r, C,a, w:;ger Typo adJ•mmmmr Mmrc s1m 2)pe Adlmmrenr pvmr see 2YPo .wi�•m m -1 se. Tower Input Data g �R1 P N N K Al ° N N R Al ° N N x CONSTRUCTION The tower u a monopole. R pg pg This tnwer is issign1d,sm9 he Tuk-222_H stavdmd. NN A-R4 W W A Prom Leg 2•.ww 65.M N•r« 9.91 A. 03• DOCUMENTS The f00owiag design criteti•apply: eon-1Msnc w/MP w Frmf�g z0.•000 se.w Noa 7.a4 s.as - 43' B -19 21- M.w Not z.11 2.z3 All Tower bare elevation above sea level:335.66 ft. / Basic wind speed of 92 mph. NNmlasw k4w aw B Fmm uP zo.0000 6s.00 No 1« 9v1 6.M o.ta eoo-lmsnc w/MP B z0.•000 ss.w Noa 1.a4 s.M oa 4.sram c z0.•000 ss.M No ke 2.79 z.zs o.0 �� SUBMITTALS Risk Category It01 Exposure Category B. NNms-6sw n4 wi vB C Fmm tag 2•.wBn 65.n• N91« 9.91 6.W an• A. REV DATE DESCRIPTION Simplified TopogmpbiC Factor Procedure for wind speed-up calndadons is used. eOo-lOTas,a ce C Me g 20.Oo0o 58.w NO3ce 7.a 5.03 OA6 Cxlz A P o0000 4ow N k 16.46 739 013 01 Topogmpbic Cacegory:1. wm 6w9 NTrow/mm w F g za.ww 6s.00 No 1« 533 4.Os o.11 asa w/ o° 2 03/16/22 REVISED 100%CD at Height:0.00 ft. 01 NNwi-65A-lww/lvfe A Mem[.eg 20.Oo0o 58.w NO ice Ps9 6.08 A10 DeRecdonscalculaled using awindspi,M of 0mph. cxtzwsa w/mre B Pmmreg 0.- 4o.w No ke 1- 7.39 0.13 3 06/28/22 ELECTRICAL COMMENTS Anon-linear(P-delta)aaalysis was used. wni 6a49N7row/lm B g z0.ww 6s.00 Na ice 533 4.05 0.11 Nessmesare calculated at each section. NNtw-65w-lta wi l.8 B Fram[eg 2o.a000 ss.w No l« 9.91 6.0e o.to 0. pnzwaxw/nre c emm[:g 0.- 1.1 No ke 16.a6 7s9 0.13 / / 01. 4 07 29 22 PG&E COMMENTS Stress mti0 used in pole design is 1. wm w49N7row/ns C Fmm Leg Md M.M No ice 533 4.0 0.11 5 10 18 22 STRUCTURAL ANALYSIS REPORT Local bending stresses due to climbing loads,feed line snpports,and app.-..mouvts are not considered. NNtw-6sw-lt4 wi l.>P C Fram[eg 20.0000 58.w No ice 9.91 6.08 o.t0 o 000o ao w N 1« 96 s1 0 0 / /w Frm Leg ° 1. 1. .1 (�s9-B4�a/W A emml.eg 3.W za.aaoo 65m No ice 9.91 ¢oa 0.10 uausaa491ss/Blz A P zo.a000 se.w Not« 1.9T 1.41 ooT 6 01/06/22 PLAN CHECK COMMENTS m g a4w/nw a P 2•a•0o 6sM No ice 991 boa oto oow7M_1 B Frmlag 1- ao.w -tce 1.1 "1 0.10 7 00. 1/23/23 PLAN CHECK COMMENTS Feed Line/Linear Appurtenances-Entered As Area R ,) mpg0. ak 3 98 alz a F keooB a.w N9« ,.9 al ka, 01.mm g A. Ooso7oe woz6 C t� 11 o.ow0 a•.w -1 1." "1 o.10 8 03/08/23 PLAN CHECK COMMENTS Omenpmn .plow C r IVarenrenr Taral CFL eg 4w/F1P C Fmm Leg 2S.- 55.w No ke 9.91 A. 0.10 For sis. FaN Type Numb® n (ee°we6) lEkuSa449 Bsm12 C Pmm[eg91 n Nm pn O.Mw g.w Nn« 1.9 o.M �A:19oe w �m g o.owo o.w N9ke 1.96 9 oAa A&E PROJECT NUMBER fv✓60on •HUS3a B3o A Mom P z0.0000 65.00 NOIce 2.74 1.67 0A501 PokgHua32B2 A -Ls m.Mw Is. N°3« z31 L61 •AS �a2,9oe B F«mug0. A_ o.w Notre L96 139 •Aa SITE ID_4738 1uu53283o B Flom lag 20.000o 65.00 NOIce 2.74 1.67 OASOZ OZ. 2'Co•mdl A. C No No ]mile Pole 63.w o.M t No ke O.Oo 1.M R1tUa 32H2 B g0. 20.Mw SS.w No ice 2.73 1.67 OAS O2p21iy-MB C Fm Ai- 4o.00 Notre 1.96 1,39 0.08 mUg gHN532B3• g 2•.ww 65.•• Ne1« :.14 L67 oA5 DISH Wireless 1.4u•H>un6 A N. N9 3m.aePole 40.w o.M 1 N9ke 0.00 1.w BBua3zaz c g zo.a000 sa.w N92« 113 1.6v o.os kpro 91a1-, a A Memug a.ww a.w N9« 1B.p= PROJECT INFORMATION D 6 aeo-l•aP 0.0000 65.0o Nel« oa5 o.a5 oA2 1-Sre•� C N. N6 ,ad6ep9k 65.bD-o.M 1 N9ke o.00 o.a2 w g 1.re A. 01 D6a�1•aP B g a.ww 65.aa Nel« -1 "1 bA2 •�Da ,ae,4 A 9m odow a.w Notr a4 w •A6 4.STA.m A F� a.BwB a.w N9« 2.7a �3 sAl SFSFOO1053A Discrete Tower Loads e6a laaP T Aww 65M N9k •a5 •as gM •�Da4Tae,4 B Fmmug odw• a.w No« Lao w •A6 4.STw,m B 1.- 1.w -1 z.11 223 12 RESULTS WAY mm Leg Fmm[eg 01 kkDa447aa14 C F-L, 11- 11.w -1« 1.11 l.w o.•6 CUPERTINO, CA 95041 o-110nm .rm m4: nm d p«- C_ lvwgar 4.1 T w m Fmm g d.•w• d.w N°« z.1a 22s All nmm r M9nr S. DC9<ge824�ep A P g Md M.M N6« 2.74 4.78 g.M MONOPINE lagV. w Fmm Leg zo.0000 SS.w No]« 2.e6 1.78 0.06 n ° n IV N s 4.ST-A,m A FmmLeg 20.0000 65.M N91« :7a 2.:3 o.N 1: 12a66A B 10 Sa.w N^1« 2.a6 L7a o.06 SHEET TITLE R 11 affi 4.5 T-A,m B Prom Ceg 1,11 20.0000 65.1 No ke 2.78 233 Ill tEkuS 32 Bww C P,m[eg 20.0000 58.w No ice 2.e6 LTB 0.06 STRUCTURAL e,�a0c 4.ST-A,m C Prom Leg 20Aw0 55.M No ke 2.78 2.23 0.11 0. Fme «B� C N« b.ww d.w N tre 141.w 1— L. 4.5 T.Nm A -L,, 1.50 m.Mw Saw N°k 2.7a 23 ANALYSIS REPORT SHEET NUMBER SA-2 tnxTOwer Job Pape tnxTower JOb Page EA Number 10100757 KH Prgect#:KHCLE28755 10100757-NOVEMBER DRIVE 5of6 10100757-NOVEMBERDRIVE 6of6 Site Name:NDVEMfiER DRIVE Pagel %lmley-Horn PfO D8� %lmley-Narn Pm1"" o°t` Monopole Base Plate Connection a. rcevillesna¢.eLlre eoo KHCLE-28755 09:26:7809/29Y12 az3 FmmN.uasnaa.smre eoo KHCLE-28755 09:26:1809/29/22 Fxolvgn,rvcnool enem pesl9nmM golargb,rvcnwl event pesl9nea by APPENDIXC d s h Fna"a:(zIn)dn-zauo AT&T Mobility Deenne.Fernendo p'tO"e'�Ild"-N00 AT&T Mobility Deenne.Femendo wireless- Base Pla[e&Anchor Rod Calculations O FE Maximum Tower Deflections-Service Wind Is, °" L xih F �"• £Iemdm Gov Sat -1 Rs( OW �• 570LITTLETON, CSOUTHNOA80120RVE p ax m z a`o m TF 93 d 31031:5 0.00 e00 0.0 N o 17.35 1"93."x 0.010 Ll 30 0 2- a o. D o.00M xanl Pole Bending Design Data ""'°" mea,.l Critical Deflections and Radius of Curvature-Service Wind saga" sea M- doss w WK slawrm" ,rppmrm"me Dqa III lacer J R avR - qeL MR y 43L. d Carob. d 3S 355-0 fA TP293#4.31N.3135 664.40i 138'1.21 03 6 0.00 138'139 0- TrsBraocLn Brmoclin �/�� Pole Shear Design Data C860TrmcmHxrm,kv:nl e 55 Rn1 Anndon Ne Actual 4v Nol 0T. let-s/4�m b"lalxsss35 x;ryTS Xe, a0lailm�3e.s'ec m°n_ R ev. Hr-F kgA ar azs pP.z pime1A5rz30;r,.m°�,r.zs ml P.. 1200 DEL PASO RD.STE.150 Maximum Tower Deflections-Design Wind �;69(1) ,p„d,,xa„2, rope °o °,p „p„a VOW ^- SACRAMENTO,CA95843 -om ��Ikxn: � Pim.,an £iemdm x- Gou. nn r»ar «ix.n.. 5 B r.liar: a,<. P.. Z nma coda z Pole Interaction Design Data L2 30-0 5.363 ]1 13606 0.0009 £lemnon Comb. "lbw CSxow N. M R Critical Deflections and Radius of Curvature-Design Wind Ll 0.012 0.- 0.000 -o 0- 0 p) 0.010 0.314 0.000 ooz1 0.000 0✓, 1.00° 4-V cope R bmb R a free Bra°cLea Aga Section Capacity Table \SES$/�Fq�FZ to are"cBes Sr A� C-r sze ear cgnnry Fml CO V z z a5-0 Po: P 9. 1p.31:3 2 -1135 1693 o s.7 p� No. 61054 Compression Checks P ft�'_ R 121 qTF Pole Design Data FI CA��FO caq.ta-9m,ian..l.z en.ma 0.rc:9na/mzz EXPIRATION: 12-31-22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION FA Number10100757 KH Prgect KHCLE-28]55 OF A LICENSED PROFESSIONAL ENGINEER, VENI #: sire Name:NOvEMBER DRIVE Pagee TO ALTER THIS DOCUMENT. APPENDIX D Drilled Pier Foundation DRAWN BY: CHECKED BY:APPROVED BY: Site#:lonopoie GO MO GC Foundation Calculations Site Name: OVEMBER DRIVEJIRA#: HCLE-28755TIA-222Revison RFDS_REV_#1_ISSUED: 11/23/2021 Toner Type: Apply TIA-222-H Section 15.5: NIA El Soil lateral chxk Com ression U IM Input EtfeClive Depths(e15e Actu'l): CONSTRUCTION Com. uplift O,.a lk from Tool 6.46 Moment ki-ft 664.67 Sail 5afery Factor 4.95 - Check Shear alon De"of Pier: DOCUMENTS Axial Force o ) 17.35 Marc MOme,rt(kip-ft) 744.57 NIA Shear Force(ki ) 13.74 N/A 5oil Vertical Check Corrr'ession UNft Go to Soil Calculations Skin Friction(kips) fi4.6z SUBMITTALS Concrete She Pc 4 ksi End Bearing(kips) 265.07 Reber ShenN F: 60 ksi Weight Of concrete(kip,) 75ss - REV DATE DESCRIPTION Tie Yield She h F 40 ksi TOE'capacity(kips) 349.89 Axi.,MPO 93.34 - 2 03/16/22 REVISED 100%CD Fi Depth 21 ft Reinforced Concrete Flexure Com ression U lift 3 06/28/22 ELECTRICAL COMMENTS EA.Above Gretle 0.5 ft "'4e°n Critical Depth Ik fmm TOD) 6.30 Pier Section i .,v. 1 Critical Moment lkip-R) 744.49 4 07/29/22 PG&E COMMENTS critical Moment Capacity 1771.91 Pier Diameter a sit Raring 42.0% 1 - 5 10/18/22 STRUCTURAL ANALYSIS REPORT Reb r er Ouanti 12 Reinforced concrete Shear Coni re.^.s /M IIIL Reber Size 10 Critical Depthlft from TDq 0.00 6 01/06/22 PLAN CHECK COMMENTS to Clear Cover Ties 3 in Crdiii-SMarlkip) U.74 Tie Sae 5 Critiol Shear Capacity 295.40 7 01/23/23 PLAN CHECK COMMENTS Tie ein 12 in Rating 4.7% 8 03/08/23 PLAN CHECK COMMENTS Stru ,Foundation Rrting 42.0% 5oillntaractl°n Rating 26.91 A&E PROJECT NUMBER SITE ID_4738 GroundM,t rDe th 1 99 aof La ers 1 3' Calculated GSkwated ulnmate Skin UK—— DISH Wireless Angle of Ultimate Skin I_— T. eattmn(ft) TMcknese vw� v.maa. eoneaen pdman enemata skin roomers p. Fa-":"p Frinianuplift searing svTB19w $4R Tvpe PROJECT INFORMATION (ft) (I IPcO (Pc) (ion Friction Comp Friction Uplik Ovartide Capad[y COmd Idegeea) IksO IksO ( OveMde lka0 Ilnf) 1 0 2 z D5 0 0.000 0.00o Cohesionless SFSFOO1053A 2 2 3 1 105 150 0.000 0.050 C°hesionless 1' RESULTS WAY 3 3 21 18 110 150 31.58868 O.WO 0.000 040 040 18 Cohesionless CUPERTINO, CA 95041 MONOPINE SHEET TITLE STRUCTURAL ® ® ANALYSIS REPORT Version 5.0.3 SHEET NUMBER SA-3 FA Number 10f00]6) KH Prgect#:KHCLE-28755 Bite Name:NOVEMBER DRNE Page 9 BU: 3010025J structure:0 BU: HCLE�e]) S[rutture:0 d .* sh APPENDIX E W KHCLE-28)ss W0: om<r e Seismic Calculations wireless,. Oecimel Degrees Deg Min Sec dMun°°le St 122,05272 32 19 10.18 3-3 Long: -122.052J28 3 9.82 Effect Se TWeiehc11DW: 69 ff ®kiDa 5701 SOUTH , CO FE DRIVE mp°`"'"°"f'"°''"' 2'.8.1 LITTLETON, CO 80120 seismic oeslgn code: TIA-222-H site soil: DlDeraMtlIN-It Reap°nse Mndifiro factor,It:O Risk Category: II Oiurrte Appurtenance WeigM1t in Top 1/3 olkmtture,W,: 5.14 kips UsGs seismic Reference S 2.1660 g W,:1 9 32-3133 Ikip, S,: O.J)80 g E: kai 91 386088 JuV? A v ag omen[Mmercia.l�: pp oxima[e Fundamental Period Monopole,T,: 1806 M1x 2.].].1.1 t. 1 kismic ResDonx Cpe(ficien[,C. ].1563 2.).).1.1 —W/a7s L 55 Accelera[ipn-basiedst.coefficient,F,: 1.2000 r S61 L Response C.""'.en[Max 1'C,,,,,, 0.3265 2.).).L. Velocity-basetl site coefbcieM,F„ 1.)000 C°elBcient Max [°effident Min 1,C,_ 0.0]63 2.].).1.1 Design spenral respons....leration short period,Say: LJ344 g S50 eismic Repunae[°effident Min 2,'_ OA349 2.].7.11 1200 SA DEL ENTASO RD. 958TE.3 Design spectral response acrolernionlaceripd,s°,: D-7 g comromna se i,Reponae Coeffbi—,C„ oA14g SACRAMENTQ,CA 95843 Sei mic s Design Category Based on SPy: Seism � ic Ras .7.1.- S,N—DesignCategoryBasedonSa,: D eSh ear,V l ops 2.] Seismic Design C-Se Based an S,: E Con[rolling5eismic Design Category:— Period Relatetl&ponen[,k: ]63]582 2.2.7.12 Sumofw�A� 2]]12 QROFESS/pv \S S. co V F Z w No. 61054 Q- q� C/VI\ F OF CA\>F� CCISeismic 3.38 Pagel Analysis Date:9/29/2022 CCISeismic 3.38 Paget Analysis Date:9/29/2022 CCISeismic 3.38 Page3 Analysis Date:9/29/2022 EXPIRATION: 12-31-22 IT IS A VIOLATION OF LAW FOR ANY PERSON, ®O" UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MATERIAL STRENGTN LAADE Fy u M Fy Fu� - °°" DRAWN BY: CHECKED BY:APPROVED BY: TOWER DESIGN NOTES Epmurn a la IM"A-n2 Ha ladve. so m.T HkandaN. GO MO GC ae e RFDS_REV_#1_ISSUED: 11/23/2021 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD �mm, - ,a.W a.mo" n3. oA,m non a.m., w .rmaaa.mpnay am am xm anm ,.:, amn mn> nm•= 3 06/26/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/O6/22 PLAN CHECK COMMENTS 01/23/23 PLAN CHECK COMMENTS - 8 03/08/23 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID 4738 M1 R 8 9 ry ARE FACOTOPED e R DISH Wireless 00 PROJECT INFORMATION SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE �a aaa READT - ""�W1ND SHEET TITLE . sa STRUCTURAL )Hom421Fayee SreM,Suitefi00 fOfOWfi)-NOVEMBERDRIVE ANALYSIS REPORT KHCLE )M Ralegh,NC 22601 N iiM 0in"°nDeenneFmnem°Ava CCISeismic 3.38 Page4 Analysis Date:9/29/2022 CCISeismic 3.38 Page5 Analysis Date:9/29/2022 Prone:'Ns'n-2Ba0 SHEET NUMBER SA-4 FA Number 10188]5) KH Prgect#:KHCLE-28755 Bite Name:NOVEMBER DRNE Page 10 ATST Site Lease Application _ APPENDIX F sh RF Data Sheet/Proposed Scoping Document `w a YY ireless- w�,m,..a.,_m..,,,w., 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 C78007 =55 1200 DEL PASO RD.STE.150 SACRAMENTO,CA 95843 >Woln.+swu•rrwalek.nea+a+.�IVW mw.Maro.wl S. _ coz w No. 61054 q� C/V1� F OF CA��F� EXPIRATION: 12-31-22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: GO MO GC RFDS_REV_#1_ISSUED: 11/23/2021 CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 2 03/16/22 REVISED 100%CD 3 06/28/22 ELECTRICAL COMMENTS 4 07/29/22 PG&E COMMENTS 5 10/18/22 STRUCTURAL ANALYSIS REPORT 6 01/06/22 PLAN CHECK COMMENTS 7 01/23/23 PLAN CHECK COMMENTS 8 03/08/23 1 PLAN CHECK COMMENTS A&E PROJECT NUMBER SITE ID_4738 DISH Wireless PROJECT INFORMATION SFSFOO1053A 12 RESULTS WAY CUPERTINO, CA 95041 MONOPINE SHEET TITLE STRUCTURAL ANALYSIS REPORT SHEET NUMBER SA-5