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Home My WebLink About1505 Bernal Avenue - Plansr� �. r � � �. �;":N 9 :�., : K �. � �� .., . '� � . PROJECT DESCRIPTION THIS IS AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY FOR AT8.T MOBILITY CONSISTING OF THE INSTALLATION AND OPERATION OF AN ANTENNA AND ASSOCIATED EQUIPMENT ON AN EXISTING WOOD UTILITY POLE IN THE PUBLIC RIGHT OF WAY. SCOPE OF WORK & SITE COMPLETION CHECKLIST • ANTENNA & ASSOCIATED EQUIPMENT BOXES - INSTALL A NEW TELECOMMUNICATION ANTENNA AND EQUIPMENT BOXES ON AN EXISTING WOOD UTILITY POLE ON G095 COMPLIANT STANDOFF BRACKEf. INSTALLATION CONSISTS OF (1 � CANISTER ANTENNA, (2) TWIN DIPLEXERS, (1) 4415 RADIO WITH PSU-08 &(1) 4426 RADIO WITH PSU-081N SOLAR SHIELDS, (1) SMARTPOLE MEfER, (1) LOAD CENTER. • CABLING - CABLING TO BE INSTALLED IN A TIDY MANNER WITHOUT EXCESS CABLE LOOPS • SPACING OF SUPPORT ELEMENTS - SUPPORT EQUIPMENT (E.G. RRUS) TO BE CLUSTERED (VERTICALLY) AS CLOSE AS TECHNICALLY FEASIBLE ON POLE. • LOGO REMOVAL - ALL EQUIPMENT LOGOS, OTHER THAN THOSE REQUIREO BY REGULATION (E.G. NODE IDENTIFICATIONJ SHALL BE PAINTED OVER OR REMOVED. RAISED OR DEPRESSED TEXT ON RRUS OR OTHER EQUIPMENT, IF PRESENT, SHALL BE SANDED OFF OR SIMILARLY REMOVED / FILLED. • SIGNAGE- FCC MANDATED RF WARNING SIGNAGE SHALL FACE OUT TO STREET WHEN PLACED IN FRONT OF, OR NEAR A WINDOW. SIGNAGE SHALL FACE TOWARD A BUILDING IF THERE IS NO WINDOW. • ALL CABLING, ANTENNAS, AND EQUIPMENT TO BE PAINTED TO MATCH POLE CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED 8Y THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2016 CALIFORNIA ADMINISTRATIVE CODES (INCL. TITLES 24 & 25) 2. 2016 CALIFORNIA BUILDING CODE 3. 2016 CALIFORNIA ELECTRICAL CODE 4. 2016 CALIFORNIA MECHANICAL CODE S. 2016 CALIFORNIA PLUMBING CODE b. 2016 CALIFORNIA FIRE CODE 7. 2016 CALIFORNIA GREEN BUILDING CODE 8. 2016 CALIFORNIA ENERGY CODE 9. 2016 SAN FRANCISCO CODE AMENDMENTS 10. 2016 SAN FRANCISCO BUILDING CODE AMENDMENTS 11. 2016 SAN FRANCISCO ELECTRICAL CODE AMENDMENTS 12. 2016 SAN FRANCISCO MECHANICAL CODE AMENDMENTS 13. 2016 SAN FRANCISCO PLUMBING CODE AMENDMENTS 14. 2016 SAN FRANCISCO FIRE CODE AMENDMENTS 15. 2016 SAN FRANCISCO GREEN BUILDING CODE AMENDMENTS 1 b. 2016 SAN FRANCISCO HOUSING CODE DISABLED ACCESS REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY REQUIREMENTS ARE NOT REQUIRED, IN ACCORDANCE WITH CALIfORNIA BUILDING CODE, CODE OF REGULATIONS, TITLE 24, PART 2, VOLUME 1, CHAPTER 118, DIVISION 2, SECTION 118-203.5 � , � VICINITY MAP DIRECTIONS FROM AT&T's OFFICE DIRECTIONS FROM AT&T's OFFICE AT 5001 EXECUTIVE PARKWAY, $AN RAMON, CA 1. DEPART IXECIJTIVE PKWY TOWARD CAMINO RAMON 2. TURN RIGHT ONTO CAMINO RAMON 3. TURN RIGHT ONTO BOLLINGER CANYON RD 4. TAKE RAMP RIGHT FOR I-680 SOUTH TO�NARD SAN JOSE 5. TAKE RAMP RIGHT FOR I-580 WEST TOWARD OAKLAND / DUBLIN 6. KEEP LEFf ONTO I-238 N 7. AT EXIT 16A, TAKE RAMP RIGHT FOR I-880 SOUTH TOWARD $AN MATEO BR / SAN JOSE 8. AT EXR 27. TAKE RAMP RIGHT FOR CA-92 WEST TOWARD SAN MATEO BR 9. AT ExiT 138, TAKE RAMP RIGHT FOR US-101 TOWARD $AN JOSE / SAN FRANCISCO 10. AT EXR 4196, TAKE RAMP RIGHT AND FOLLO�^1 SIGNS FOR BROADWAY I i. BEAR RIGHT ONTO BROADWAY 12. TURN RIGHT ONTO CAA2 / EL CAMINO REAL 13. TURN LEFT ONTO HILLSIDE DR 14. TURN RIGHT ONTO BERNAL AVE 15. ARRIVE AT POLE ON LEFT OCCUPANCY AND CONSTRUCTION TYPE OCCUPANCY:N/A CONSTRUCTION TYPE: G.O. 128 AND 2009 AASHTO STH EDITION STANDARD SITE NUMBER: FA#: SITE NAME: SITE ADDRESS: COUNTY: SITE TYPE: HUB LOCATION: POLE OWNER: Property Information: Site Name: CRAN_RSFR_SFOK2_O15 Site Number SFOK2_O15 $ite Address: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 A.P.N. Number: - Current Zoning: N/A - PUBLIC RIGHT OF WAY Jurisdiction: CITY OF BURLINGAME Latitude: N 31 35' 09.08" �37.585856� Longifude: W 122 22' 42.13"�-122.378369� Eleva}ion: +/- 70.2' AMSL PROJECT INFORMATION S F O K2_015 XXXXXXXX CRAN RSFR SFOK2 015 ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 SAN MATEO PG&E WOOD UTILITY POLE xxxxxxxx-x�c xxxxxx �c JPA SHEET INDEX SHEEi NO. SHEEf iRIE PowerAgency: PG&E 1-� TIiLESHEEi _ 1 MARKEf STREEf. SPEAR TOW ER GN-1 GENERnL NOTES __ _ SAN FRANCISCO, CA 94105-I 126 ai SuevEv A-I SRE PLAN A-2 ENLARGED SRE PLAN & ANiENNA PLAN A-3 ELEVATIONS A-4.1 DETAILS TelephoneAgency: A4z o�Aus '4TgT E-I SINGIE LME DIAGRAM AND PANEL SCHEDULE S2S MARKET $TREEf E_2 POLE GROUND AVO RISER DIAGRAM AND DEfA1L5 SAN FRANCISCO, CA 94105 ph:�415) 778-1231 PROJECT TEAM Agent: Jimmy Stillman Modus-Corpora}ion, Inc. 240 Stockton Sfreet. 3rd Floor San Francisco. CA 94108 ph: �530) 913-9577 email: jstillmanOmoduscorp.com Consfruction Manager: Kresston Haynes Modus-Corporafion, Inc. 240 Stockion Stree}, 3rd Floor San Francisco. CA 94108 ph: �209) 938-7251 email: khaynes�moduscorp.com Project Manager: Jimmy Stillman Modus-Corporation, Inc. 240 Stockton Sireet. 3rd Floor San Francisco, CA 94108 ph: �530� 913-9577 email: jstillman@modus-corp.com Architect / Engineer of Record: Borges Architec}ural Group. Inc. 1478 Stone Point Dnve, Suite 350 Roseville, CA 95661 contac}: Brendan P. McNulty ph: �916) 782-7200 email: ielecomgroup@borgesarch.com AT&T Project Manager: RF Manager: - Marc Grabisch, SAQ PM Jenc Lizaido - AT&T Mobilify AT&T Mobili}y - 5001 6cecutive Parkway 5001 Ficecutive Parkway - San Ramon, CA 94583 San Ramon, CA 94583 - ph: (925J 549-9671 ph: (925) 365-OI55 email: mg387k@att.com email: j8771 �att.com ' ��'�� AT&T Construction Manager: `� �-�'- � Leo Ruazol, CX PM AT&TMobility � Q �n+� 5001 Executive Parkway ;_ � �( C'� � � San Ramon, CA 94583 � ph:�650� 787-6814 email:LR2164�afi.com ;�� i Y OF Bl_iRLI�JGAME. �r'� �"_r�,�4�;ING D!��'_ GENERAL CONTRACTOR NOTES DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATfED TO BE FULL SIZE AT 36" z 24" �DI �. CONTRACiOR SHALL VERIFY ALL PLANS AND E%ISiING DIMENSIONS AND CONDRIONS ON THE JOBSRE AND SHAIL IMMEDIAiELY NOiIFY iHE ARCHRECi/ENGINEER IN WRRING OF ANY DISCREPANCIES BEFORE PROCEEDING WRH iHE WORK OR MAiERIAL ORDERS OR BE RESPONSIBLE FOR iHE SAME. DI �- �� . � � at&t �� , �3 ��: ,: � ;�: � `A01 E%ECUTIVE PAflNWAV SAN RAMON. CA 90583 modus-corp.com 2/0 SfOCKTON SfREET. 30.D FLOOR SAN FRANC6C0. CA 9� 108 1<]8 STONE POINT DRNE, SURE 350 ROSEVILLE CA 95661 916102 R00 TEL 916 ]]3 303] FA% 3 O6/ttri9 100%CDRev] z ozrzv�e iooxcoae�� oerzvn ioox w s�emmai 0 OB/t11] 90MCDSubm�ital REV DFTE pESCRIPTION SITE NUMBER: SFOK2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STAMP �HSEO ARCy�I � 0.05AYB4 fi ;' �� W.CIISE r� A " 09-1�� ? 9rF 0{' CA�f�p DRAWNBV'. A.P.E. PROJECTNO.'.T-16509A4 CHELK BY: B.P.M. sHeer rme TITLE SHEET SHEET NO. T-1 800-227-2600 Cali 2 Full Working Days In Advance � •J ! �' ABBREVIATIONS: A.B. ABV. ACCA ADD'L A.F.F. A.F.G. ALUM. A Li. ANi. APPRX. ARCH. AWG. BLDG. BLK. BLKG. BM. B.N. BTCW. B.O.F. B/U CAB. CANT. C.I.P. CLG. CLR. COL. CONC. CONN. CONST. CONi. d DBL. DEPi. D.F. DIA. DIAG. DIM. DWG. DW L. EA. EL. ELEC. ELEV. EMT. E.N. ENG. EQ. EXP. Exsr.�E� EXi. FAB. F.F. F.G. FIN. FLR. FDN. F.O.C. F.O.M. F.O.S. f.O.W. F.S. R.�' � FTG. G. GA. GI. G.F.I. GLB. �GLU-IAM� GPS GRND. HDR. HGR. Hi. ICGB. ANCHORBOLi ABOVE ANiENNA CABLE COVER ASSEMBLY ADDIiIONAL ABOVE fINISHED FLOOR ABOVE FINISHED GRADE ALUMINUM ALTERNAiE ANTENNA APPRO%IMATE�IY� ARCHRECT�URAL� AMERICAN W IRE GAUGE . BUILDING BLOCK BLOCKING BEAM BOUNDARY NAILING BARE TINNED COPPER W IRE BOTTOM OF FOOiING BACK-UP CABINET CA81NEf CANTILEVER�ED) CAST IN PtACE CEILING CIEAR COLUMN CONCRETE CONNECTION�OR� CONSTRUCiION CONTINUOUS PENNY �NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMEfER DIAGONAL DIMENSION DRAWING�S� DOWEL�S� EACH ELEVAiION ELECTRICAL EIEVA�OR ELECTRICAL METALLIC �UBING EDGE NAIL ENGINEER E4UAL EXPANSION EXISTING E%TERIOR FABRICAiION�OR� FINISH FLOOR FIN6H GRADE FINISH�ED� FLOOR FOUNDATION FACE OF CONCREfE FACE OF MASONRY FACE OF STUD FACE OF WALL fINISH SURFACE FOOT �FEET) FOOiING GROWTH (CABINEf� GAUGE GALVANIZE�D� GROUND FAL1lT CIRCUR INiERRUPTER GLUE LAMINATED BEAM GLOBAL POSITIONING SYSiEM GROUND HEADER HANGER HEIGHT ISOLATED COPPER GROUND BUS IN.�"� INT. LB.�ItI LB. LF. L. MAS. MAX. M. B. MECH. MFR. MIN. MISC. MTL. (N� NO.�#) N.T.S. O.C. OPNG. P/C PCS PLY. PPC PRC P.S.F. P.5.1. P.i. PwR. QTY. RA0.�R� REF. REINF. REQ'D/ RGS. SCH. SHT. SIM. SPEC. SQ. S.S. SiD. SiL. STRUC. iEMP. THK. T.N. T.O.A. T.O.C. T.O.F. T.O.P. T.O.S. i.0. W . TYP. U.G. U.L. U.N.O. V.LF. W W0. W.P. W T. � R INCH�ES� IMERIOR POUND�S� LAG BOLTS LWEAR FEFf �FOOT� IONG�RUDINAL� MASONRY MAXIMUM MACHWE80li MECHANICAI MANUFACiURER MINIMUM MISCELLANEOUS MEfAL NEW NUMBER NOT TO SCALE ON CENiER OPENING PRECASi CONCRETE PERSONAL COMMUNICAiION SERVICES PLY W OOD POW ER PROTECTION CABINEf PRIMARY RADIO CA81NEf POIINDS PER SQl1ARE fOOT POUNDS PER SQl/ARE INCH PRESSURETREAiED POwER �CABINET) QUANiRY RADNS REFERENCE REINFORCEMEM�ING� REQUIRED RIGID GALVANIZED STEEL SCHEDULE SHEET SIMIL4R SPECIiICA�IONS SQUARE STA W LE55 SiEEL STANDARD SiEEL STRUCiURAL iEMPORARY THICKINESS� i0E NAII TOP OF AMENNA TOP Of CI1RB iOP OF FOUNDAiION iOP OF PL4iE �PARAPET� TOP OF STEEL TOP OF WAIL TYPICAL UNDERGROUND uNDERwRIiERS LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIEID WIDE�WIDTH� W IIH WOOD WEAiHERPROOF W EIGHi CENiERLINE PLAiE. PROPERTY tINE SYMBOL LEGEND: I 1 � � BLDG. SECTION �WAIL$ECiION RJia OS DETAIL A.� ^I u �1 n4 na ua n' i� �I 10 � ELEVAiION DOORSYMBOL WINDOW SYMBOL illT-UP PANEL MARK PROPERiY LINE CEMERLME Q� ELEVATION DAiUM ( q � GRID/COLUMN LINE \J �� KEYNOtE. U- DIMENSION REM �KEYNOTE. CONSiRUCTION REM �_ WALL TYPE MARK OFFICE ROOM NAME � ROOM NUMBER � - � 11�11�11�11�11= "��'��''�'��::� %////////////. � � ` %//////////////// - OH - - Tel - - Pwr - - Coa� ❑ GROU� OR PLASTER �E� BRICK �E� MASONRY CONCREfE EARiH GRAVEL PLYWOOD SAND PLY W OOD SAND �E) STEEL MATCH LME GROUND CONDUCIOR OVERHEAD SERVICE CONDUCTORS iELEPHONE CONDUR POW ER CONDUf1 COAXIAL CABIE CHAIN LINK FENGE W OOD FENCE GENERAL NOTES: I. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRfITEN SPEQFICATIONS, CONTRACT AND CONSTRUCTION DOCUMENTS. 2. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLEfE ALL INSTALLATIONS AS INDICATED ON THE PLANS AND IN THE CONTRACT DOCUMENTS. 3. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTOR(S� SHALL VISR THE JOB SRE�S) AND BE RESPONSIBIE FOR ALL CONTRACT DOCUMENTS, FIELD CONDRIONS AND DIMENSIONS, AND CONFIRM THE WORK MAY BE ACCOMPUSHED PER THE CONTRACT DRAWINGS. ANV DISCREPANCIES ARE TO BE BROUGHT TO THE ATfENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITEC7 / ENGINEER PRIOR 70 BID SUBMITTAL. 4. THE CONTRACTOR SHALL RECEIVE WRITfEN AIJrHORIZ4TiON TO PROCEED ON ANY WORK NOT CLEARLY DEFINED OR IDENTIFIED IN THE CONTRACT AND CONSTRUCTION DOCUMENTS BEFORE STARTING ANY WORK. 5. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALI BE IN STRICT ACCORDANCE WRH ALl APPLICABLE CODES, REGULATIONS, AND ORDINANCES, INCLUDING APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. 6. THE CONTRACTOR SHALL INSTALL AlL EQUIPMENT AND MATERIALS IN ACCORDANCE WRH MANUFACTURER RECOMMENDATIONS. IF THE RECOMMENDATIONS ARE IN CONFUCT WITH THE CONTRAC7 AND CONSTRUCTION DOCUMENTS AND/OR APPLICABLE CODES OR REGUL4T10NS. REVIEVJ AND RESOLVE THE CONFLICT WRH DIRECTION FROM THE IMPLEMENTATION ENGINEER AND ARCHRECT/ENGINEER OF RECORO PRIOR TO PROCEEDING. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBIE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES AND FOR COORDINATION OF ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINA710N WRH THE IMPLEMENTATION ENGINEER AND WRH THE AUTHORIZED REPRESENTATIVE OF ANY OLITSIDE POLE OR PROPERTY OWNER. 8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS 70 PROTECT ExISTING IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO PAVING, CURBS, VEGEfATION. GALVANIZED SURFACE OR OTHER EXISTING ELEMENTS AND UPON COMPLEfION OF THE WORK, REPAIR AND DAMAGE THAT OCCURRED Dl1RING CONSTRUCTION TO THE SATISFACTION OF AT&T MOBILf�Y. 9. CONTRACTOR IS TO KEEP THE GENERAL AREA CLE4N, HAZARD FREE, AND DISPOSE OF ALL DIRT. DEBRIS, RUBBISH, ANO REMOVE E�UIPMENT NOT SPEQFIED AS REMAINING ON THE PROPERtt. LEAVE PREMISES IN CLEAN CONDITION DAILY. 10. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED UNLESS OTHERWISE NOTED. RELY ONLY ON ANNOTATED DIMENSIONS AND REQUEST INFORMATION IF ADDRIONAL DIMENSIONS ARE REQUIRED. I I. THE EXISTENCE AND LOCATION OF IJ�ILRIES AND OTHER AGENCY'S FACILITIES WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY E%IST. CONTRACTOR SHALL VERIFY LOCATIONS PRIOR TO START OF CONSTRUCTION AND USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVEN7 DAMAGE TO THE FACILRIES. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF UTILRIES OR OTHER AGENCY'S FACILITIES WRHIN THE LIMITS OF THE WORK. WHETHER THEY ARE IDENTIFIED IN THE CONTRACT DOCUMENTS OR NOT. 12. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT �800� 227-2600. AT LEAST PNO WORKING DAYS PRIOR TO START OF ANY E%CAVATION. DEFINITIONS: 1. 'TYPICAL" OR'TYP" MEANS THAT THIS REM IS SUBSTANTIALLY THE SAME ACROSS SIMILAR CONDRIONS.'TYP" SHALL BE UNDERSTOO� TO MEAN'TYPICAL WHERE OCCURS" AND SHALL NOT BE CONSIDERED AS WITHOUT E%CEPTION OR CONSIDERATION OF SPECIFIC CONDRIONS. 2. "SIMIL4R" MEANS COMPARABLE TO CHARACTERISTICS FOR THE CONDRION NOTED. VERIFV DIMENSIONS AND ORIENTATION ON PLAN. 3. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS. BY REFERENCES STAN�ARDS, BV EXISTING CONDITIONS. BY GENERALLY ACCEPTED CONSTRUCTION PRACT�CE, OR BY THE CONTRACT DOCUMENTS. 4. "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES OF MATERIALS IN THE SAME PLANE. 5. THE TERM'VERIFY" OF'Y.I.F:' SHALL BE UNDERSTOOD TO MEAN "VERIFY IN FIELD WITH ENGINEER" AND REOUIRES THAT THE CONTRACTOR CONFIRM INTENTION REGARDING NOTED CONDRION AND PROCEED ONLY AFfER RECEIVING DIRECTION. 6. WHERE THE wORDS "OR EQUAL" OR WORDS OF SIMILAR INTENT FOLLOW A MATERIAL SPECIFICATION. THEY SHALL BE LINDERSTOOD TO REQUIRE SIGNED APPROVAL OF ANY DEVIATION TO SAID SPECIFICATION PRIOR TO CONTRACTOR'S ORDERING OR INSTALLAiION OF SUCH PROPOSEDEQUALPRODUCT. 7. "FURNISH" MEANS SUPPLY ONLV, OTHERS TO INSTALL. 8. "INSTALL" MEANS INSTALL REMS fURNISHED BY OTHERS. 9. "PROVIDE" MEANS FURNISH AND INSTALL. � � at&t � �r a � � � . �' ' �,. � � �l �.� ." SOOt EXELIITIVE PARKWAY SAN RAMON, CA 94583 modus-corp.com NO STOCKTON $T0.EET. 3RD FIOOR SAN FRANCl5CO3 U 9/108 ta�8 STONE POIIJ� ORIVE. SUITE 350 ROSEVILLE CA 95fifi1 9t6'!82 ]2W TEL 9161Ti 303] FA% 3 ONttlt9 100%CORev2 2 02R2It9 t00b CD Rev 1 1 0925�1] 100%CDSUEmittal 0 09113�1] 90%CDSubmiltal REV OATE OESCRIRTION SITE NUMBER: SFOK2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STAMP NSED ARCH�t .�.� PQSAYBG f� �! C� � No.CIii15 � e Q' � n. py_y0' �3 'Jf OF CAI�FOQ ORAWN9Y'. A.P.E. PROJECTNO.�.T-1E`A9�B6 CMECK BY: B P.M. SMEET TITLE GENERALNOTES SHEEf NO. GN-1 r E E t � I • H <' v � C % 0 � U i s d � F � o � N � o o�� V � w * o �. -�o a iV n 1.7'i FACE OF POLE TO FACE OF WRB t0.7'0 BASE OF POLE �� GROUND EL 70.22 : I t0.9'0 BASE 0: POLE� 8.9't B�CK OF POIE BERNAL AVENUE I TO RIGHT—OF—WAY LINE I �� UTILITY POLE ELEVATION C'' SCALE: 1" = 5" Wn�ER METER m TREE \ \ �n \� \ 69.9 \SS so�Js.e \ � \ io.s ..�.:.. W ` ... Q \ �OT3::° SO.� .��r� \ M "; �J \ ♦ � �� \�4Y � \ 0 7� � / � Q� � �o �oeq� q` �,�FtiG W,r � SITE GPS POINT NAD 83� LAT: N 3T '09.08 � LONG: W 122'22'42.13' ELEV: 70.2t AMSL (NAVD 88) AT GROUND � (e) vr000 unun ao�e 69.8 TOP POLE HT. 30.2't 1.7't FACE OF POLE TO FACE OF CURB , .,� . ..... i—TREE X 71.3 ° �' � �, MEIER �. �69'3 BAIX OF Pd.E �� ;� � � ro �cHr-av-w�r u� � "� ��" � �o.o � \ / \ / \ \ b9.9 \ / �Or�- �S \SS. / �sps� �r',.�. �'" �'rC sb3• / � ��'� N4(6(J �� \ �. ,�f`'y f�6J� x �i.i ` \ M1� j �o � i �2� ENLARGED SITE PLAN G'' SCALE: 1" = 5� / / \ yb, / \ � � / � \ / yy` / �. i � � 0 � \ �..�� tiry, / O � � � .. \ / _;.:. r�\ . \ / \ � ,! � SS o�. � y� h Sb.7�� -0�0�. / / P� ry,r � � s000\ � � , � o~ / / � �0 � / .;.... �� \ �'J \ � :...� / �TREE �oJ¢-0 \. / � y` / p \ r / Sssb � SITE \ �„�'e / \ ,)• � / �Op��t. � (E) WOOD UTILITV POLE � � TOP POLE MT. 30.2�t . � \ � �.TREE e . . SD / / ��, \. � �o�SE � "��.q<q � / � \ ` / .� �' / ///1 i � ��'� � \�F�GF v �p1O q ... / '' . ,y+ 1 / / �T �� / \ / ey • @ 'L O `:� yy 4.� \ y � ,f� ^; HOUSE � ��7� , �0 / . 7• ti 'L�. � :: o� / / 2� ...... �, � / O� ". � � SV2J� �' / P a \ / �Qh .�� \ � 00� � ^ 2 � yo �oh i / � � ' �� / / � , L � � �....�� / . � / 0 \ 1 / O ' / 1 SITE PLAN C ' SCALE: 1" = 20' YAGNEI7C 0' NORTtt QUIET RIVER � Land Services Inc: 1 1/2 0 1 SCALE IN INCHES 11AGNETIC DECLINAT[ON = 13'31' PER NOM-NCDC � �0�� e O��° � � �yo SUFFIpENT SIIflYEY EMpENCE WAS NOT RELO�iRED TO ESTABIJ91 ME POSI110N OF THE BOUNO�RY L1NE5 SHONN HEREON. iHE BWND�RY p• REPRESENIEO ON 1HI5 M�P IS B�SED ON COMPILEp RECOR� O�T� �N� BEST FlT q/T0 E%15TING IMPROVEMENIS IT IS P05981E Fqi ME LOCAl10N OF TIE SUBJECT PROPERTY TO A11FT FROM R1E PLACEMENT SHONN NEREON M11H AOUI110NAL FlEID NORK AND RESEARd1. iHEREF01tE, ANY SP�PAI REFERENCE MA�E OR SHOMN BEINEEN iHE RElAl10N5HIP Oi ME BOUNUARY LINES AN� E%ISTHC GRWNO FEANRES, EASEMENiS IX2 IEASE �REA 910MN HEREp! IS INIENOEU TO BE MPRO%IM�IE NID IS SUBJECT TO VERIFlCAlION BY RESOLNNG THE POSITION OF iHE BWNOIJ2Y LINES. � � II VICINITY NAP � Nor ro sr.uc y�:, PROPERTY /NFORNATlON Owner. C�TV OF BUR�NCAME Address: 507 PRIMROSE ROAO BURLINGAME, CA 94010 SitB: CRAN�iSFR_SFOK2 O15 Address: �505 BERNAL A�fNUE 6URLINGAME. CA 94010 Assessor's Parcel Number. PUBUC RiGnT-OF-wnr Heighf of Building�Tower: �0.2't A.G.L TOP OF (E) WO00 UTILITY POLE Title Report: NO TITLE REPORT FURNISHED. E%CEPTIONS 70 THE TITLE ANO RESERVATIONS THEREFROM COULD NOT BE DE7ERMINED. BOUNDARV INfORMAT10N SHONN IS COMPILE� �ROY AVAILABLE RECORD �ATA. Legol Description: PROPERTY SINATED IN THE CITY OF BURLINGAME, COUNTY OF SAN MATEO, STATE OF CAUFORNIA. FEXA FLOOD ZONE DESICNATJON Nat�onai Flood ins�ro�ro arogrom County: SAN MATEO El�ective Date: OCTOBER 16, 2012 Community-Panel Number 06081C-0134-E The Flood Zane Oasignofion /or this site as plotfed by scale is. ZONE X(ehatletl) —Areas of 0.27G annual chonce flood; oreaa ot 1x annuol chance flood with average depMs of less thon i(oot or with tlrainage a s ot les9 t�on one square mile; anO area protected by levees hom 1; unnual chance flood. SURVEY DATA N40 H3 Oatum: Lat: N 3735'09.08' Long: N' 122'22'42.13' Dotum Base: NAo ea Equipment Used: CHCxBoo—oPus RacNver (See Note 2) $ifE Ground Elevation: 7o.2t AMSL (NAVDBBi AT BASE Of 4TE POIE Bosis o/ Elevations: GLOBAL POSITIONING SYSTEM (GPS) (SEE NOTE 2) Basis o/ Bearings: SPC67 CALIFORNIA COOROINATE SYSIEAI, ZONE III AN� 6E5T FIT WI7H EXIS7ING IMPROYEMENTS Dote o( Field Survey: nucuST a. 2on N'TEmis is nat a bounEary aumy. This i epaclalixetl 1a0o9rapnic mop �iU prope�ly iinae r�a ea..m.��. e.my a ymom� aenmuo� oe'�,.io�. ��mm„em� youe.ea r.om o�aum��,�y ei. .wat., eao�-�n aa�„m�e. oi ..ewa, mon. a�a awnaeie m mi. m��a e��y m. Ri�rer Land SuNca�ropwty monummis �ere avt. No tith reewrcii �os prformeE Oy Wiel Inc. i.) Tlie atituEe Ipng'tutle anE Newtian anom nerean �era Jer'wtl M1om poet—pro<wetl l-1/L-2 Eata collecleE uaing Nantar qolal Pmltionng Spbm (GPS) a E a C11CX9W OPUS fl�celwr CNC NaNqoton epacfcolon� �eport aec'metm lewl o ocy (nwizontally) �M1an Oala I� properly collectetl and procaessE. (Elawtion � 130 Isel�)I 3.) Unlm alnor�l�a notee. no un0arqrwnE ut1ity xat'ng saNcs camPany �aa canlactstl prior to t�i� mop �a'n9 prepareE; theralor4 lhera may be non—w�Tla ar oGacura utlilio ealetlnq on Ihe property not alio�n on t�is mop — aa CALL BEFpiE YOU DIG. ♦.) Any Meelronie Cly'tal maE'o proNEstl !y Ou'et Rfw Lantl SeMeo, Ine lo wr d'ent 's ouriny anE ie nol to Ee reproCueaC, llslrputeE, aoltl, o14reE, rawuE, aE'letl a m Eed a �i[�o�t t�a e�D�en �rilten c ant ol on Off cer of pu el River lanE SeMcas. Inc.� F�rthe�, o�y ene n�ai .iamasa, .�y�ea a�a aa�.a o.iymai 'nam coar w..io� ot a�. wrv.y o, moa i. conslGarN lo bs ow ivgally racoqnlxe0 D��t. SURVEYOR' S STATEMENT I, the unpenignetl, a Reyhtera0 Pro/aseonal LonE Survepr IlcanseC untler tna aMe of tns stois or wnrornio aa ne.eny �mie mat me nro.mouo�, meoe�.emente, eoe ma�ie .eco.a oo��aa.y n�.., eea��y. a�a a�.�o��.. a. .no.� ne�ao� o.. eo..e �oo� o neia .��by a. eaiea aeov. o�a �o� '�.m. oe o�en� .«om a�e eam �o��a �.a � a ne e.ey«i, � e..e�e.a r�.�n.,mo.a m, �,n�as anC LonglWEe 000.m�oas en .apo.�ea n NAO 9] oawm o�e o�e aoo�.o�e eo :m� :is �e.� no�ixo�iany. ,�a ine qrounE alewfon rovort.e m New isea oowm, �. .imm t� �eae �anmmiy. me ooweman iw. om aewno�. e.. •IMin N. 1—A Aeeurory Caee eaiqnolion a i;atee In ene AS.�.C. Inra.molion Sheat 91:00J anC ara ocwrala lo lFe beet ol my Nno�laGga a�a e��e�. SIGNATIIRE DA7E LECEND APN: ASSESSOR'S PARCEL NUMBER � ASPHALT CP CONTROL POINT � CONCREIE EL ELEVAnON FH FlRE MYDRANT A CONTROI POINT �r+o. vouNo 0 HT. HEIGHT FWND MONUMENT MON. MONUMENT � GPS POINT (M—M) MONUMENT TO MONUMENT p �53 R 12.3 PARAPET/ROOF ELEVATIONS P.0.8. POINT OF BEGINNINC P.O.C. POINT OF COMMENCEMENT x 72.3 SPOT ELEVRTON PP POWER POIi � 7�MPORARY BENCHMARK (Tw.) rvaicn� DATE: AUGUST 8, 2017 DRAWN BY: MAS FI�E NO.: MDSC17109 REVISIONS DATE DESCRIPTION IN171AL e/e/t� ioox cowa�� u�s � � T" o� s � � J `o m m a O d C1 � C u D � w � � � o Q � �n W U � � �� .� W� 'L� N� � �„�, a a� Y d v ym O O1 � a "m m U U � � o -� c M1 �—n No� n N a �' � EXISTING SITE CONDI110NS CRAN_RSFR_SFOK2_015 1505 BERNAL AVENUE BURLINGAME, CA 94010 C1 OF 1 SHEET BURLINGAME snri rnreo couNTr GWFORNIA �ceNo: �� SS �r� WATER: WS -- WS S SANITARYSEWER: -- SS' --- SS S,h S STORMDRPJN: — �D SD �� OVERHEAD UTILITV LINES: S+ SS 41 S� SS S SS � S SS � APN: 026-033-140 S'I1 SS S� S'S S� Ss S� SS S� SS S� SS C. S.� SS APN: 026-033-130 /� (E)OVERHEAD SS f(�,,UTILITI6�NES `�L `: � � WATER MEfER `SS "�/ /� (E)TREE � •5 � J'� `�S 7 /(C •-2 S`(� /^ � • S.y (E) WO00 UTILRV POLE FfT. 3T-10' �` �GP� (P) ANTENNA MOUNTEO ON TOP OF (E) S �"'-" UTILT' POLE w/ (1) M15 RAOIO wl PSU-08 8 �� _ (7) 4li8 RAOIO W/ PSU-0B INSIDE (P) SOLAR 9� �,' 'fr � SHIELD MOUNTED ON (E) UTILT' POLE �/ �� R��;. � (E) L�P OF GUTTER SS APN: 02&033-720 • � I '91= ,' ,' �. �� s� (E) 7REE . ��' � ' � Y �� . �� . �� WATER METER SS. ��`.' S � - �.. � �. � 17 . APN:00&342-180 ' � `SS 1509 BERNAL AVENUE 9 �� , �.y: �� s� �F�� ss , �� , � �R,�� . s� '9�,y �� ss , �� 'V, s� ��t` ss �y ,s' � ��0�" � � �� -- _- - �� ,� ��-� , ��. .�s; �:� ss --_-- ,>. �.,� . S,, ,, S� S�, APN: 026-034-110 1505 BERNAL AVENUE ;' S�1/ I �'' S11 `'`' ' , \ \ � APN: 02&034-120 '. � � 1 h�' � �� , �� . , , , , .� SS �� SS � � S�, �� y �� y �� SS 5y S�� SS ,�, �-i . O� -; � s,, �? �O S� �� S� �� O� N S� O SODtEXECUTNEPARKWAv SAN RAMON, CH 96583 � � �; � z � �� at&t �� .�. �,_..'..::f % modus-corp.com t/05TOCKTON Sf0.EEf. 3RD FL000. SAN F0.ANCISCO. CA 91108 td�85TONE POINT ORIVE. SURE 350 ROSEVILLE CA 95861 916 ]B21200 TEL 916113 ]03'! FA% 3 ov+ins �aox co a.. z z ovzvie 100'b CD Rev 1 1 plRSI1"! 1p0%CDSubmRtal 0 09/t11] 90%CDS�Lmitlal REV ONTE OESCRIP�tON SITE NUMBER: � S F O K2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 o� 8' 4' 0 8' 16' � �a��_.� i_O�� OVERALL SITE PLAN i7 ��._�,�. STAMP tNSEO AR�Ni� �`'�� SAYBG�'F� � �.�,�� = r� w � 09-30� � �rf OF CA��F�P DRAWN BV A.P E. PRQIEGT NO.'. T-t65p9�84 CHECK BV�. B.P.M. SMEET TITLE SITE PLAN SHEET NO. A-1 S� S� - s� ` S� � S�, . ! s� y ` s�i � S�f - . (E) OVERHAED U1lLITY LINE �� / %. S� Sy� Sy� SS SS. SS. BFR� q� ��F ��F SS. ss SS ss SS i i � / ,S%/ i._. i' / / Syl /� i (PJ ANIENNA MOUMED ON TOP , � �for (� umm ro� wi (i � a�u � i RADIO w/ PSII-O6 t(1) M26 .%�� RQ„� � OLAR H�IEID O�U�NTEDON(� `H;9y UIILIfY �OLE ti^ � S� s� � � � ,� � FACE OF CURB � 1 S� �• �� s� I I. � � s,y � I � /� (E) TREES TYP. . o I I S� � .y � _ _ _ _ _ _�it s� s wx s� -=:�. --- �' — _. _ .,, � ;. RIGHT OF WAV LJNE c'Pc�jF \ S��k `\ � . \ / ' • WATER MEfER � ` v/ Y . N 2' 1' 0 2' 4' ,� ENLARGED SITE PLAN vz"=r-o° i r 12, _ �,-0, WS WS SS SS — SD SD -- (�l(P)��SRADIOw/ PSU-0B 8 (i) (P) �N+ RADIO w/ PSU-0B INSI�E (P) SOLAR SHIELD (P) UNISTRUT P7000 OR E-0. (P) 318"C' ALUMINUN CHHNNEL, 8' WI�E (P) 2' S�. STEEL NB (P)1 12' CANDUf iai a• coax couour n{auear (nP) 8�• TWM �IPLEXER MAKE AND MOOEL: MANUFACTUREH:CAMMSCOPE MODEL CBC1423Ti310-E11F13P08 .� � �IMENSIONS,FUW�:8.3'z4.6'x1.8' WEIGHT: 5.S Ibs PER UNR � � 7pp; (2)7WIN�IVLEXERS — 1314' 21f2' �� FRONT: a � 8 RRUS-32 MOUNTING DETAIL � TWIN DIPLEXER DETAIL u �. _ ��-0. Y 3 _�.-0. (P) ELEC7RIC LOAO CENiER (P)UNISiRUTPt0000RE0. J / / (P)318"CPLl1MINIIM J / CHANNFI,B'WIDE j �atrsas�aTuee J// (P�1112'CAN�UR J v. 6 � (P�SMARTPOLEMEfER J //T (P)I1NIS7RUTPt0000RE0. J/ (E) UTILRV POLE �p) yg• •C ALUMINUM J ClIANNEl,B'WIDE � (P) 5�8' AMI�SPLfT GALVANIZED (Pl2'SO.STEELTUBE niauaar �� (P� 1 12' CONDUR 9� ` (E) UTIIfTY POLE s (P) LB' AMISPUT GALVANIZED n�au-eo�r �rvP� , LOAD CENTER MOUNTING DETAIL , POWER METER MOUNTING DETAIL ' r=r-o• `' r=r� jE) OVERHEAD UTILIiV IINE (P� ANTENNA MOUNiED ON TOP OF �E� UTILffY POLE (P) 3' COA% RISER (P) 1 117 AC POWER RISER . M75 RADIO w/ PSU-08 L (1) Mi6 �ADIO W/ �SU-061NSIDE (P) SOIAR SHIELD MOUN7ED ON (� unuri ro� N 1' 0.5' 0 1' 2' ��_� �_Q„ � ENLARGED ANTENNA PLAN � 1' = 1'-0' �:� � ��r at&t _�% 5001 EXECUTIVE PARKVJhY SAN RAMON. CA 9C503 modus-corp.com 110 SfOCKTON ST0.EET. 3RD FLOOR SAN FRANCISCO. CA 91108 10185TONE POINT �RIVE. SUITE 350 ROSENLIE CA 95fifi1 916 ]B2 ]20p TEL 916]]33037 FAX 3 Ofi111/19 t00M CD qev i z mrzvie imx co a�� i i mrzvi� imx w s�ommai 0 owi�i� soxcos�nm�rcai ftEV DATE DESCRIPrION SITE NUMBER: S F O K2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 EYLV.IJ �NSED ARCN �`'P� SAYBO�.f'�i � No.C��SfS � n A � n.Qy_}0' �r ��f 0! CAUfoe- DRAWN6Y:P.P.E. PROJECTNO.:T-16509A6 CHECK BY: B.P M. SHEETTIRE ENLARGED SITE PLAN & ANTENNA PLAN SI1EEf NO. A-2 NOTES: I. PAINi RRU SOLAR SHIELD, MOUNTING COMPONEMS 8 CABLE SW EEP IO MATCH (E� POLE. �PI ATBi ANiENNA MOUNiED i0 �P� 7' EXTENSION ON TOP OF �E) UTILRY POLE j �P� 6'-0" POWER SAFEfY ZONE PER GO 95 / 3 iOP OF �P) AiBI ANiENNA ' RAD CEN�ER Of (P� AiBi ANiEN�NA TOP Of �P� COAX RISER / BO� OF �P� ANTENNA BRACKEf / _ _ '/-3� TOP OF INSULATOR ��_ 27._� �.. TOP OF �P� RF WARNING SIGN `� � �P� RF WARNING SIGN - MINIMl1M APPROACH DIS�ANCE = 6'-0" � � ��. �� at&t �� at : �� 5001 EXECUTNE PFRKVJAY SAN RAMON, CA 9C583 modus-corp.com 1/0 SfOCKTON Sf0.EEf. 3RD F1000. SAN FR4NCISCO. CA %IpB 10]B STONE POINT DRIVE. SIIITE 350 R0.5EVILLE CA 95fi61 91fi]B2]2W TEl 9161]3303] FA% C (E� RIGHT OF WAY LME (E) CONCRETE SIDEWALK — — —� TOP OF wOOD� � /- 30'-0" I, iOP OF INSULAiO�R +/- 29'-� iOP OF CROSSARM �E� FACE OF CURB GRADE LEVEL ' 4' 2' 0 4' 8' 3/8,�_� �_�„ %�XISTING SOUTHEAST ELEVATION 1 / 3/6'= I'{r (P� 2'-0" COMMUNICAilONS SAFEiY ZONE PER G095 ! [_/ � _/ ` �P� 4426 RADIO w/ I PSU-081NSIDE �P� � SOLARSHROUD (P� SOL4R SHIELD i0 HAVE SLA�S I , ON BOTH SIDES, iOP AND BOTiOM TO REMAIN OPEN I �P) 4415 RADIO w/ PSU-08, �P) (2� � TWIN DIPLEXERS, AND �P� GROUND BAR INSIDE IPI SOLAR SHROUD I � �PI (zI iW�N DIPLEXERS � �P� GROUND BAR � (P� SMARTPOLE METER � (E� RIGHi OF WAY LINE (P� ELECTRIC LOAD CENTER � 9 (E� CONGRETE SIDEWALK � I (P) 3" COAX RLSER � ' I I� TOP OF �P� SOLAR SHIELD I I I I� i o -z•� �P� SOIAR SHI�ELD I q_2,. — �MARTPOLE� I_ _ a�.. BOTfOM OF �P� SMARiPOLE M�EiER ' �— � TOP Of �P� LOAD CENiER � BOTTOM OF �P� LOAD CENiER — �P� 2" FIBER RISER FROM Ai&T TO (P� FIBER DEMARKENCLOSURENE%TiOLOAD CENTER ON POIE ��P� ATBi FIBER P.O.C. r �E) FACE OF CURB GRADELEVE� +/ 8' I I.. +/_I'-B" +/ I I.. 4' 2' 0 4' 8' 3/8��_�,_p�� I�„�ROPOSED SOUTHEAST ELEVATION � 3/9'=1'-0" 3 Obti/t9 100%CORev2 2 OZ2]/18 ta0%CD Rev 1 oxtvn imxcosuommai 0 09/13It1 90%CDSubmmal REV OATE OESCRIPTION SITE NUMBER: SFOK2 015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STFMP HSfD ARCH� �`'�p SAYg�CIr� � No.C1195 r � A ° 09-30� ? �lf Of [�I��OP ORAWN BY'. A.P E. pRQIECT NO: T-16509-86 GHECK BY: B P.M. SHEET TITLE ELEVATIONS SHEET NO. I� u 0 4 :t _. _ 'v 4 � � N � � , NOTE: ALL CABINETS MOUNTED TO UTILI7Y POLE � SHALL HAVE A MINIMUM TOP 8 BOTTOM aenRnraee oF r. NEW 2' SQ. STL NBE S7EEL NEW 3I8' C ALUMINUM CHANNEL, G WIDE MIN. NEW UNISTRUT P 1000 OR E�UAL (TYP.} HORIZONTAL - LENGTH AS RE�UIREO PER CABINET NEW 12'0 MOUNTING BOLT(CONTRACTOR TO VERIFI WRH = CABINET MFG. SPEC.) I I PGBE SMARTPOLE METER OIMENSIONS: - DIAMETER +� 4.63" HEIGHT �/-7.t7" WEIGHT +/- 12 L85 / 4 63 � 3 POLE. 3 WIRE � LOCKING RECEPTACLE � \ � - NEMA 3R O � ENCLOSURE ' � eox ♦ t 4 � � 4 18' � � NOTES: � / 1. PGBE CODE #M24'1490 8 #M241572 2. PGBE TO PERFORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCOOANCE WITH PGBE UTILITV BULLETIN FOR SMARTPOLE METER SERVICE 16 SMART POLE METER DETAIL 3' =1'-0' NOTE: fiEC LOAD CEME1 MAIIE ANU MO�EL• RF SHIITDOWN SIGNAGE TO BE ON THE MANUFACTURER S�UARE D INSIDE AN� OIITSIDE OF THE LOA� CEMER MOOEL 00612L100RB OIMENSIONS, HZNhm.m: 12.6/' x8.9' x 4.2T WEIGHT: 9.71bs � MOUNTIN BRACI�T FOR (P) EOUIPMENT 8.9' T�� LEC LOAD CEHTER � ` I a.sr I HpM SIUE ELEC LOAD CENTER DETAIL 12 ,•,,,�. �P) WAGON WHEEL FOR 13" DIA RADOME (E) W000 UTILf1Y POLE �2� (P� 5/8" DIA. THRU BOITS �P�b"%6"%6"XI/4" (p�i(IOIA3'ANTFSPLR TUBE SiEEL CAP LAC SCREW (P) 2�HOLE GALVANIZED CONIXIR STRAP NEW S3/4"SQUARE WOOD EXiENSION FOR (E� WOOD U�ILITY POLE (P) 3' COA%RISER 15 CANISTER ANTENNA MOUNTING DETAIL �� CONDUIT STRAP DETAIL �. _ �,d. 1 17 =1'-0' NOTE ALL CABINEfS MOUNTED TO UTILITY POLE SHALL HAVE A MINIMUM TOP 8 BOTTOM CLEARANCE OF T. �a� z� �coMMUN�cnnoru SAFETY ZONE AS PER G095 (P) 4426 RMIO INSIDE a�oroseosoiae SHIELD w/ PSU-0B NEW3IB'CALIIMINUM - CHIWNEL, 70' WIDE NEW Y S�. SiEEL TUBE OR ROUND STOCK. G MIN. NP. OF 4 (P)1 112' CONDUR — IXIS7ING WOODEN � UTILRV POLE SIB' 0 ANTI - $PLR —� GALVANIZED 7HRU BOLT �) (P) 3' CAAX CANDUR — NEW UNISiRUT P10W OR E�UAL (NP.} HORRONTAL • LENGTH AS RE�UIRED PER CABINEf (P) 4415 RADIO INSIDE PROP0.SFD SOLAR SHIELO wl PSU-0B 4' MIN CLEARANCE PER GO 95 �zW w K w � F j �a �a �n MIN NEW 7l2'0 MOUNfING BOLT PER CABINET eo�nNc vnrrew+ 51B' 0 ANTI - SPUT c�uVnN�o Tr+RU - sou p�qN VIEW ELEVATION VEW �') �� EQUIPMENT MOUNTING DETAII 3�4' =1'-0' (P) (2) NVIN DIPLF�RS (P) GROUN� BAR (P) SMARiP01F MEfER (P) FIECTRIC LOAD CENiER � (P) PLACE SHUT DOWN PROTOCOLS ON 7HE INSIDE COVER OF THE LOAD CENTER TO BE PRONDED BV ATBT �, 'v _ � b � � 9 ANTENNA EQUIPMENT FRONT ELEVATION 3�4• =1•,U• HorE NEW BRACKEf ASSEMBLY i0 BE PROVIDED BY Ui1LITY COMPANY 5/8'0 X 10" BOLi AND � LOCKNUi �SUPPLIED� LOWER BRACKET� STEP 13/16" HOLES FOR� 3/4" BOLTS BRACKEf ADAPTER �FOR - POIE 10P DIAMEfERS LE55 THAN 8"� UPPER BRACKEi � SiEP � � I� o � S ��) �--{ � " � � I �- � EXISTING POLE DEfAIL A BRACKEf ASSEMBLY E%TENSION BAYONET 5 3/4" SQUARE PRESSURE TREnTED DOUGlAS FIR 0 0 � BRACKEf ASSEMBLY 0 ° �SEE DETAIL A� o_ o � � / o 1 a ) � o ANTI-SPLRBOLT EXISTING POLE ` I I p �� ! 1 DETAIL B WOOD EXiENSION li ASSEMBLY � WOOD POLE EXTENSION 314' = t'-0' CANISTER ANTENNA IPI (41 1/2.' SUPERFLEX COAX I �� . P) RET CABLE—� � � I I I (PI (41 1/2„ SUPERFLEX COAX 4 WIRE DIAGRAM i��= i�� i 4_� ' - 9.45" ANTENNA = CANLSiEft WEIGHi = 33.1 LBS CONNECiOR = 10 X 4.3-10 DIN �FEMALE) / BOTfOM DIMENSIONS = 9.45"�DIA.� X 23.63" 3 CANISTER ANTENNA i,iz=r� NOTE: SIGN BACKGROUND COLOR TO MATCH (E) POLE AL� TEXT AND SYMBOLS TO BE WHITE MINIMUM APPROACH DISTANCE - 6' �� , � . . 5 NOTICE SIGNAGE �, _ �.-0. NOTE: INSIDE AND OUTSIDE PANEL DOOR SHOWING SHUT-DOWN PROTOCOL ON 3"X4" LABEI � SHUT DOWN PROTOCOL SIGNAGE �, _ �,-0. � ��! at&t „.myF � . �,. "» / 5001 EXECl1TIVE PHRNVJAV SAN qAMON, CN 90.583 modus-corp.com 1/0 SfOCKTON SfREEf. 3RD FLOOR SAN FRANC6C0. CA 91108 16]B STONE POINT pRNE. SURE 350 FQSEVILLE CA 9.5661 91fi]82]2W TEL 916 TfJ 303] FAX 3 O6/tt/19 tOp%C�Rev2 2 012I/18 tOp%CDRevt 1 0925/1] 100%CDSubmittal 0 owi�n soxcos�nmmai REV DNTE �ESCRIPTION SITE NUMBER: SFOK2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 I STAMP �NSED ARCHi� .�.�`'P� S�YgLCF �i � No.cii�ts � e �' '1`t n.09-)0' �S 9!f Of LAI��P �NAV✓N BV'. A.P.E. PROJECT NO.: T-165fb9< CHECK BV'. B.P M. SHEEf TITLE DETAILS SMEEf NO. A-4.1 �� d at&t ��.�� .,F�� 5001 EXECIITIVE PARMNAV SNN flFMON. CA 94503 modus-corp.com 3105TOCKTON STAEEf. 1RD FL000. SAN fRANCISCO. CA 91108 19]8 STONE POINT DRNE, SUITE 350 RQSEVILLE CR 95661 916 �82 �200 TEL 9t6]]3303] FAX ERICSSON RRUS 4426 REMOTE RADIO UNIT ERICSSON RRUS-0415 REMOTE RADIO UNIT COLOR'. WHITE COLOR' WHITE OIMENSIONS�. 14.9" TALL X 13.19" WIOE X 5.8" DEEP (INCIUDING SUNSHIELD) DIMENSIONS: 14.96" TALL X 13.15' WIDE X 5.35' DEEP (INCWDING SUNSHIELD WIEGHT� «/-48.SLBS (EXCLUDINGMOUNTINGHARDWARE) VOLUME: 0.6155CU.Ff. WEIGHT�. +/-qq,0 LBS. (EXCLUDING MOUNTING HAROWARE� PSU-OB MFR'S STAN RRUS WITH SUNSHIELD RRUS WITH �- � �, �� TOP VIEW TOP VIEW �I U �� U FRONT VIEW SIDE VIEW �I U 13.19" �i �� U FRONT VI EVJ MOUNTING POLE � MFR'S STANDARD MOUNTING BRACKETS � SUNSHIEL SIDE VIEW * �c �' ; RRUS 4426 RRUS 4415 5 „rc= r-p � „rr= r-0• 3 O6i11/19 100%COftev2 2 0]23/1B 100% CD Rev 1 1 09251t1 100%CO Suhmmal 0 09/t11� 90%GDSubmRlal REV DATE DESCFiPTION SITE NUMBER: S F O K2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STAMP �aSCO ARCN/ \`.�`'PU S�YgGr'E� � No.CI153S e A t ^. py_}0' �� 9rFOF GAU�� pRAWN BY: A.P.E. P0.0JELT NO.: T-16509�84 GHECK BY: B.P M. SMEEf TITIE DETAILS SHEEf NO. A-4.2 n • L: ELECTRICAL NOtES GENERAL REOUIREMENTS: I. ALL WORK AND MAiERIALS SHAIL BE IN ACCORDANCE W ITH THE LAiEST RULES AND REGULATIONS OF iHE NAiIONAL ELECiRICAL CODE AND ALL STATE AND LOCAL CODES. NOTHING IN iHESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS i0 PERMR W ORK NOi CONFORMING �O iHE MOSi STRINGENi OF iHESE CODES. SHOULD CHANGES BE NECESSARY IN iHE DRAWINGS OR SPECIFICAilONS TO MAKE THE WORK COMPLY WRH iNESE REQUIREMENiS, iHE CONiRACiOR SHALL IMMEDIAiEIY NOiIFY iHE ARCHITECT IN W RRING AND CEASE WORK ON PARTS OF IHE CONTRACi W HICH ARE AFFECTED. 2. iHE CONiRACTOR SHALL MAKE A SIIE VISR PRIOR TO BIDDMG AND CONSTRUCTION i0 VERIFY ALL E%ISiING CONDRIONS AND SHALL NOTIFY ARCHRECT IMMEDIATELY UPON DISCO�EftV OF ANY DISCREPANCIES. iHE CONTftACiOR ASSUMES ALL IIABILRY FOR FAILURE i0 COMPLY WRH THIS PROVISION. 3. iHE EXiENT OF THE WORK IS INDICATED BY iHE DRAW INGS, SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT i0 iHE iERMS AND CONDRIONS OF iHE CONiRACT. THE WORK SHAIL CONSIST OF FURNISHING ALL LABOR, EQUIPMEN�, MAiERIALS, AND SUPPLIES NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSiEM. iHE WORK SHALL Al50INCLUDE THE COMPLEfION OF ALL ELECiRICAL WORK NOT MENTIONED OR SHOWN W HICH IS NECESSARY FOR SUCCESSFUI OPERA�ION OF ALL SYSiEMS. 4. iHE CONTRACiOR SHALL PREPARE A BID FOR A COMPLEfE AND OPERATIONAL SYSiEM. W HICH WCLUDES THE COST FOR MAiERIAL AND LABOR. 5. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS iHE OPERAiION. DEFECiNE OR DAMAGED MAiERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO OW NER AND ENGWEER. 6. COMPLETE THE ENTIRE INSTALLAiION AS SOON AS THE PROGRESS Of iHE WORK WILL PERMIT. ARRANGE ANV OIJ�AGE OF SERVICE WIiH THE OWNER AND BUILDING MANAGER IN ADVANCE. MINIMIZE DOW NiIME ON THE BUILDING EIECiRICAL SYSTEM. 7. iHE ENTIRE ELECTRICAL SYSiEM INSTALLED UNDER iHIS CONTRACi SHALL 8E DELNERED IN PROPER WORKING ORDER. REPLACE, WRHOUi ADDIiIONAL COSi i0 THE OW NER, ANY DEFECiIVE MAiERIAL AND EQUIPMENT W RHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 8. ANY ERROR, OMISSION OR DESIGN DESCREPANCY ON iHE DRW INGS SHALL 8E BROUGHT TO iHE ATTENTION OF THE ENGMEER fOR CLARIFlCATION OR CORRECTION BEFORE CONSTRUCiION. 9. "PROVIDE" INDICATES iHAT ALL REMS ARE i0 BE FURNISHED, INSiAILED AND CONNECTED IN PLACE. 10. CONiRACiOR SHALL SECURE ALL NECESSARY BUILDING PERMIIS AND PAY ALL REQUIRED FEES. EQUIPMEM LOCATION: I. THE DRAWINGS INDICATE DIAGRAMMATICALLY iNE DESIRED LOCATIONS OR ARRANGEMENiS OF CONDUIi R17N5. OUiLETS, EQUIPMENT, ETC.. AND ARE TO 8E FOLLOW ED AS CLOSELY AS P0551BLE. PROPER IUDGEMENi MUST BE E%ERC6ED IN EXECUTING THE WORK 50 AS TO SECURE THE BEST POSSBLE INSTALLA�ION IN THE AVAILABLE SPACE LIMIiATIONS OR INiERFERENCE OF STRUCiURE CONDITIONS ENCOUNTERED. 2. M �HE EVENT CHANGES IN THE INDICATED LOCAiIONS OR ARRANGEMENiS ARE NECESSARY, DUE 70 FIELD CONDRIONS IN iHE BUILDING CONSTRUCTION OR REARRANGEMENi OF FURNISHINGS OR EQUIPMENi, SUCH CHANGES SHALI BE MADE W RHOUT COST, PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIi RUNS, ETC.. AND WORK DIRECTLY CONNECiED i0 iHE SAME IS INSTALLED AND NO E%TRA MAiERIALS ARE REQUIRED. 3. UGHIING FIXiURES ARE SHOW N IN THEIR APPROXIMAiE LOCAilONS ONLY. COORDINATE iHE fl%TURE LOCATION W RH MECHANICAL EQUIPMENi i0 AVOID INTERFERENCE. 4. COORDINAiE iHE WORK OF iHLS SECTION WRH THAT Of ALL OTHER �RADES. WHERE CONFLICiS OCCUR. CONSUIT W RH THE RESPECTIVE CONTRACTOR AND COME i0 AGREEMENT AS i0 CHANGES NECESSARY, OBiAIN W RRTEN ACCEPiANCE FROM ENGINEER FOft iHE PROPOSED CHANGES BEFORE PROCEEDING. SHOP DRAWINGS: I. N/A UNlE55 NOTED OiHERWISE. SUBSTRUTIONS: I. NO SUBSiIIIJ�lONS ARE ALIOW ED TESTS: I. BEFORE FINAL ACCEPiANCE OF WORK, iHE CONiRACTOR SHALL INSURE THA1 ALL E�UIPMENT, SYSTEMS, FIXTURES. ETC.. ARE WORKING SAiISFACiORILY AND TO iHE INTENT OF THE DRAW INGS. PERMITS: I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR iAKING OUT AND PAYING FOR ALL REQUIRED PERMRS, INSPECTION AND EXAMINAiION WIiHOUT ADDRIONAL EXPENSE TO iHE OW NER. GROUNDING: I. THE CONTRACTOR SHALL PROVIDE A COMPLEfE, AND APPROVED GROUNDING SVSTEM INCLUDING ELECTRODES, EIECiRODE CONDUCiOR. BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARi1ClE 2500F THE NAiIONAt ELECTRICAL GODE. 2. CONDURS CONNECTED TO EQUIPMENi AND DEVICES SHALL BE MEfAUCALY JOINED TOGETHER70 PROVIDE EFFECiIVE ELECiRICALCONTINUIiY. 3. FEEDERS AND BRANCH CIRCUIi WIRWG INSiALIED IN A NONMETALLIC CONDUR SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVING GREEN WSULAiION. iHE GROUND CONDUCTOR SHALL BE PROPERIY CONNECTED AT BOiH ENDS TO MAINTAIN ELECiRICAt CONTINURV. 4. REFER TO GROUND BUS OEfAILS. PROVIDE NEW GROUND SYSTEM COMPLETE WRH CONDl1CTOR5. GROUND ROD AND DESCRIBED TERMINAilONS. 5. ALL GROIINDING CONDUCiORS SHALL BE SOLID TINNED COPPER AND ANNEALED %2 UNLESS NOTED OTHERWISE. 6. ALL NON-DIRECT BURIED iELEPHONE EQUIPMENT GROUND CONDUCTORS SHALL BE N2 SiRANDED THHN (GREEN� INSI1lAilON. 7. ALL GROUND CONNECTIONS SHALL BE MADE W IIH "HYGROUND" COMPRESSION SYSTEM BURNDY CONNEGTORS E%CEPT WHERE NOiED OTHERW ISE. 8. PAINT AT ALL GROUND CONNECilONS SHALL BE REMOVED. 9. GROUNDING SYSTEM RESISiANCE SHALL NOT EXCEED 5 OHMS. IF iHE RESISTANCE VALUE IS E%CEEDED, NOiIFY THE OW NER FOR FUTURE INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VAIUE. SUBMR iEST REPORTS AND FURNISH TO SMARi SMR ONE COMPLEfE SET OF PRINTS SHOWING "INSiALLED WORK". UfILITY SERVICE: 1. TELEPHONEANDELECTRICALMEfERINGFACILRIESSHALLCONFORMTOTHE REQUIREMENTS OF iHE SERVING UIILRY COMPANIES. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE INFORMATION W ILL BE Fl1RNI5HED BY iHE SERVING UiILRIES. 2. CONFORM TO ALL ftE�UIREMENTS OF 1HE SERVING U11LRY COMPANIES. PRODIICTS: I. ALL MAiERIALS SHALL BE NEW, CONFORMWG W IiH NEC, AN51, NEMA, AND �HEY SHALL BE 11.L LISiED AND LABELEO. 2. CONDUIi: A� RIGID CONDUIT SHAIL BE U.L. IABEL GALVANRED ZINC COAiED W IIH ZMC INiERIOR AND SHALL 8E USED WHEN INSiALLED IN OR UNDER CONCRETE SLABS. IN CONTACi W ffH iHE EARiH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXiERIOR, RIGID CONDUIT IN CONiACi WRH EARiH SHALL BE I/2 LAPPED W RAPPED W IiH HUNTS W RAP PROCE55 NO. 3. B) ELECiRICAL MEiALIIC iUBING SHALL U.L LABEL FIIiINGS SHALL BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR IMEftIOR RUNS. C� FtE%IBLE METALIIC CONDIIIi SHALL HAVE U.L LISTED LABEL AND MAY BE USED W HERE PERMIiTED BY CODE. FIfTINGS SHALL BE "IAKP' OR "SOUEEZE" iYPE. SEAL iIGHT FLEXIBLE CONDUR. ALL CONDUIT E%CE55 OF SIX FEEf IN LENGTH SHAII HAVE FULL SIZE GROUND W IRE. DI CONDUf( RUNS MAY BE SURFACE MOUNiED IN CEIIING OR WALLS UNLESS INDICATED OiHERWISE. CONDUR INDICAiED SHALL RUN PARALLEL OR Ai RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL E%POSED CONDUIi W IiH ARCHIiECT PRIOR iOINSiALIING. E� ALL UNDERGROUND CONDURS SHALL BE PVC SCHEDULE 40 �UNLEES NOiED OiHERWISE) Ai A MINIMUM DEPTH OF 24" BELOW GRADE F) ALL CONDUR ONLY �C.O.) SHALL HAVE PULL ROPE. G) CONDUfIS RUN ON ROOFS SHALI BE INSiALLED ON 4x4 ftEDWOOD SLEEPERS, 6'-0" ON CENiER, SET IN NON-HARDENING MASTIC. 3. ALL W IRE AND CABLE SHALL BE COPPER, 600 VOLI, p 12 AWG MINIMUM UNLESS SPEQFICALLY NOTED OiHERW ISE ON THE DRAWINGS. CONDUCTORS NIO AWG AND SMALLER SHALL BE SOIID. CONDUCiORS N8 AWG AND LARGER SHALL BE STRANDED. IYPE THHN INSULAiION USED UNLE55 CONDUCiORS INSTALIED M CONDUR E%POSED i0 WEATHER, IN W HICH CASE TYPE iHW N INSULAiION SHALL BE USED. 4. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED PER CODE i0 ACCOMMODAiE ALL DEVICESAND WIRING. 5. DUPLE% RECEPiACLES SHAII BE SPECIFICATION GRADE W RH W HRE FINISH (UNLE55 NOTED BY ENGINEER�, 20 AMP, 125 VOLi, THREE wIRE GROUND�NG TYPE. NEMA 5-20R. MOUNT RECEPiACIE Ai+l7' ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICAiED ON DRAW INGS OR IN DEiAILS. W EAiHERPROOF RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER iYPE W RH SIERRA ItW PD-8 LIFf COVERPLATES. 6. iOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLi AC, SPECIFICAiION GRADE WHRE �UNLE55 NOiED OTHERW ISE� FINISH. MOUNT SWRCHES Ai+qB" ABOVE FINISHED FLOOR. 7. PANELBOARDS SHALL 8E DEAD FRONi SAFETY iYPE WITH ANTI-BURN SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS. FUIL SIZED NEIITRAL BUS, GROUND BUS AND E�UIPPED WRH QUICK-MAKE �UICK-BREAK BOLi-IN iYPE THERMAL MAGNETIC CIRCUIi BREAKERS. MOUNT TOP OF �HE PANELBOARDS Ai 6'-3" ABOVE FIN6HED fLOOR. PROVIDE iYPE WRffTEN CIRCUR DIRECTORV. B. ALL CIRCUR BREAKERS, MAGNETIC SiARTERS AND OTHER ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT i0 WHICH THEY MAY BE SUBJECiED. 9. GROUND RODS SHALL BE COPPER CLAD STEEL 5/B" ROUND AND 10' LONG. COPPERW ELD OR APPROVED EQUAL. INSTALLATION: I. PROVIDE SUPPORTING DEVICES FOR ALL ELECiRICAL EQUIPMENT. FIXiURES. 80XE5, PANEL EfC.. SUPPORi LUMINARIES FROM UNDERSIDE OF SiRUCTURAL CEILING, E�UIPMENi SHALL BE BRACED TO WITHSTAND HORRONTAL FORCES IN ACCORDANCE WRH SiATE AND LOCAL CODE RE�UIREMENiS. PROVIDE PRIOR ALIGNMENT AND LEVELING OF ALL DEVICES AND FI%iURES. 2. CUifING, PAiCHING. CHASES.OPENINGS: PROVIDE LAYOUT IN ADVANCE i0 ELIMINATE UNNECESSARY CUTTING OR DRILLING OF WALLS. FLOORS CEILINGS, AND ROOFS. ANY DAMAGE i0 BUILDING STRUCTURE OR EQl11PMENT SHALL BE REPAIRED BY THE CONTRACTOR. OBiAIN PERMISSION FROM THE ENGINEER BEFORE CORING. 3. IN DRILLING HOLES �NiO CONCRETE WHEfHER FOR FASTENING OR ANCHORING PURPOSES, OR PENEiRAiIONS �HROUGH iHE FLOOR FOR CONDUIT RUNS, PIPE RUNS, EfC., R MUST BE CLEARLY UNDERSTOOD iHAT iENDONS AND/OR REINFORCING STEEL WILL NOi BE DRILLED INiO, CUi OR DAMAED UNDER7HE CIRCUMSTANCES. 4. LOCAiION OF iENDONS AND/OR REWfORCING STEEL ARE NOi DEFWRELY KNOWN AND THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAi CAN ACCURATELY LOCATE iHE REWFORCING AND/OR STEEL iENDONS. 5. PENEfRAiIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE W RH iHE REQUIREMENiS OF THE C.B.C. PROJECT CLOSEOUT: I. UPON COMPLETION OF WORK, CONDt1Ci CONiINl1RY, SHORi CIRCUR, ANO FALL POTENTIAL GROUNDING TESTS FOR APPROVAL SUBMR iEST REPORTS TO PROJECT MANAGER. CLEAN PREMLSES OF ALLS DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED GONDRION. 2. PROVIDE PROJECi MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INS�ALLED" DRAW INGS AT THE COMPLEiION OF iHE JOB, SHOWING ACiUAI DIMENSIONS, ROU�INGS AND CIRCUITS. 3. ALL BROCHURES, OPERATING MANUALS. CAiALOG. SHOP DRAWINGS. EfC..SHALL 8E iURNED OVER i0 OW NER AT lOB COMPLEfION. GROUNDING NOTES: I. ALL DEfAILS ARE SHOWN IN GENERAL iERMS. ACTUAI GROUNDING INS�ALLAiION REQUIREMENTS AND CONSiRUCiION ACCORDING i0 SRE CONDITIONS. 2. ALL GROUNDING CONDUCiORS: !12 AWG SOLID BARE iINNED COPPER WIRE UNLESS OiHERW I5E NOiED. 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT W ILL BE PROVIDED, FURNISHED AND INSTALLED BY iHE VENDOR. d. ALL BELOW GRADE CONNECilONS: E%OTHERMIC WELD iYPE. ABOVE GRADE CONNECiIONS: EXOTHERMIC WELDTYPE. 5. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMl1M BELOW THE FROST LINE. 6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM Of i'-0" FROM EQUIPMENT CONCREfE SLAB. SPREAD FOOTING, OR fENCE. 7. EXOiHERMIC W ELD GROUN� CONNECiION TO FENCE POST: iREAT WIIH A COLD GALVANIZED SPRAY. 8. GROUND BARS: A) EQUIPMENi GROUND BUS BAR �EGB) LOCAiED Ai iHE BOiiOM OF ANTENNA POLE/MAST FOR MAKWG GROUNDING JUMPER CONNECTIONS i0 COA% FEEDER CABLES SHALL BE FURNISHED AND INSiALLED BY ELECiRICAL CONiRACiOR. JUMPERS (FURNISHED BY OW NERS� SHALL BE INSIALLED AND CONNECTED BY ELECTRICAL CONTRACiOR. 9. ALL GROUNDING INSTAILAiIONS AND CONNECTIONS SHALL BE MADE BY ELECiRICAL CONTRACTOR. 10. OBSERVE N.E.C. AND �OCAL UTILRY REQUIREMENiS FOR EtECTRICAL SERVICE GROUNOING. I I. GROUNDING AifACHMENi i0 iOWER SHALL BE AS PER MANUiACTURER'S REGOMMENDAilONS OR Ai GROUNDING POWTS PROVIDED �2 MINIM�M�. 12. IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER POSiS AND SUPPORT POSTS OF GATE. IF CHAIN IINK LID IS USED. �HEN GROUN� LID ALSO. 13. GROUNDING AT PPC CABMEf SHALL BE VERTICAILY WSTALLED. 14. ALL GROUNDING FOR ANiENNAS SHALL BE CONNECiED 50 THAi Ii W ILL BY-PASS MAIN BUSS BAR. I5. ALL EMT Rl1NS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC A80VE GROUND. 16. USE SEPARAiE HOLES FOR GROUNDING Ai BUSS BAR. NO "DOUBLE-U7' OF LUGS. 17. POWER AND TELCO CABINETS SHALL BE GROUNDED (BONDED� TOGEiHER. IB. NO LB'S ALLOW ED ON GROUNDING. 19. PROVIDE STAMLESS SiEEL CLAMP AND BRASS TAGS ON COAX A( AMENNAS AND DOGHOUSE. NEw hNrt iiGry �O BE Poo'roEO 9r <id� ��+0 9E tOC+tE� Ory iHE Si�E oF mE rnEfER BOt. � GN i0 9E rEuow. 4 SHUTDOWN DISCONNECT SIGNAGE NOi TO SCALE � '��5 � at&t ._.., �.av�- . wf 5001 EXECUTIVE PARKYJAV SPN RAMON. CA 94583 modus-corp.com 210 STOCKTON STNEEf, 30.0 fLOOR WJ FRANCISCO. CA 91108 14]8 STONE �OINT DRIVE, SIIITE 350 0.QSEVILIE CA 95661 916 �B2 ]i00 TEL 91fi]]3303� FA% 3 08ItV19 iaaxwae.z Z O�rzZ/18 100%CO Rev t � anvn 100X CO Submittal 0 09I13�11 eox co s�emm.i REV DAiE �ESCRIPTION SITE NUMBER: SFOK2_015 SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STAMP �NSEO ARCN� y RpS�Yg�r�f� � � No.CI1535 e �' 'P1 °.09-}0' �r 9rf aF LI.U��P DRANMBY: A.P.E. PROJECTNO.:T�16509-eb GHELK BV_ B.P.M. SH��LE LINE DIAGRAM AND PANEL SCHEDULE FPIia�.P] E-1 �� ; at&t � �� T_ y- 5001 EXECUTIVE PARKWAY SAN RAMON, GP 9C5B3 r A � NEW GALV IRON MOLDING STAPLE TYP NEW 3/8" DIA. HARDWOOD MOLDING NEW 1/T PVC CONDUR FOR METER GROUND NEW GROUND CON�UCTOR #2 GREEN COATED SOLID COPPER WIRE 6" MIN � �.. I . ... . I EXISTING GRADE � � .. � � ... . ^ \ .... .. /, \ � TYP MECHANICAL CONNECTION 5/8" DIA. X 10' GROUNDROD GROUND LEGEND O MECHANICALCONNECIION � ocon+etiwc uowan �LYP 5/6 DIA X 10' LONG COPPER CIAD GROUND ROD Ai Itl O.C. MA%M!D Id MIN BBOW FlN6H GRA�E ��1 GROUND DEfAIL I J �, _ I,�, modus-corp.com 240 SfOCKTON STREEf. lR0 FIOOR SAN FRANCISCO. CA 91108 1G]B STONE POINT DRNE. SUITE 350 R0.5EVILLE U 95fi61 916 ]92 ]200 TEL 916 T/3 303) FAX 3 Obtt/19 tOpXC�Rev2 2 OZ113I18 tOD%C�Rev1 asrzvn iaoxcosuommm 0 p&111] 90%LDSubmlltal REV OFTE DESCqIPTION SITE NUMBER: SFOK2_015 Y ! � � i � � �1GROUNDING PLAN J �rz, _ �,-0, SITE ADDRESS: ROW AT 1505 BERNAL AVE BURLINGAME, CA 94010 STAMP `aSfO AR�H� �`'PQ SAYgG�fFi � W.C11535 l e 0 ° 09-3�� 'rFOf CP��FOP �RAWNBY�. A.PE. PROJECTND.'.T-1650384 CHECK BV'. B.P M. 5�'�'�E GROUND AND RISER DIAGRAM AND DETAILS SHEET NO. E -2