The URL can be used to link to this page

Home My WebLink About20220210 176 West Mixed Use Site Plans & Other Plans • SITE INFORMATION PROJECT QIRECTORY PROPERTY OWNER: WILLIAM H. WALKER APPLICANT: DISH Wlreless LLC. � � ADDRESS: 176 WEST AVE 5701 SOUTH SANTA FE DRNE � SARATOGA SPRINGS, NY 12866 LITTLETON, CO 80120 � � TOWER TYPE: GUYED TOWER WII�I�SS.M TOWER OWNER: WILLIAM H. WALKER TOWER CO SITE ID: N�q 1151 ROUTE 44-55 CLINTONDALE, NY 12515 5701 SOUTH SANTA FE DRIVE � LI7TLETON, CO 80120 TOWER APP NUMBER: N�A SCOPE OF WORK COUNTY: SARATOGA SITE DESIGNER: AIROSMITH ENGINEERING � THIS IS NOT AN ALL INCLUSIVE LISL CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER 318 WEST AVE APPROVED EQUIVALENL CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. 7HE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LATITUDE (NAD 83): 43' 04' 23.18" N SARATOGA SPRINGS, NY 12866 W� TM TOWER SCOPE OF WORK 43 073106 (518) 306-1711 � . INSTALL (3) PROPOSE� PANEL ANTENNAS (1 PER SECTOR) LONGITUDE (NAD 83): 73' 48' 05.15' W �� • INSTALL (3) PROPOSED ANTENNA SECTOR FRAMES —73.801430 • INSTALL PROPOSED JUMPERS � DISH Wireless L.L.C. SITE ID: . �NS1A�� 6� PROPosEo RR�s �z PER SE�1oR� zoN�N� ��R�So��1�oN ��T�� oF sARA1o�A SPR�N�s S�1E A�o��s�1�oN N��K SM�1H ��i • iNSTn�� (�) PROPosEo ovER vo�TACE PROTECTioN oEvicE (ovP) (s�a) 3os-nzs ALALBOO� ��C • iNs1n�� (�) PROPosEo NveRio cAe�E zoNiNc oislRicl: 1-a uRenN NEicNBORN000 AIROSMITHDEVELOPMENT cRouNo scoPE oF woRK: coNslRuclioN MANACER: 1eo AIF�OSMITH ENGINEEF�ING . INSTALL (1) PROPOSED METAL PLATFORM PARCEL NUMBER: 165.80-1-7.11 318 WEST AVE. . INSTALL (�) PROPOSED ICE BRIDGE SARATOGA SPRINGS,NY 12866 . iNSTn�� (�) PROPosE� PPc cneiNET DISH Wireless L.L.C. SITE ADDRESS: • �NS�A�� ,> PR�P�SEo E��PMEN� �AB�NE� °��PA"�Y °R°�P � RF E"°'"EER �""AR KA"" . iNSTn�� (�) PROPosEo PowER coNouiT (s�a) 9s�-zzoa iNSTn�� (�) PROPosEo TE�co coNouiT coNSTRucTioN 7vPE: ii-e QF NE�/ 176 WEST AVE : �NS1A�� ,� PROPosEo 1E��o_F�aER BOX ,�� y �NSTA�� , PROPosEo �PS �N�T P O • iNSTn�� (i) PROPosEo saFETv swiTCN (iF REouiREo) PowER coMPANv: NnTioNA� cRio � R• �O SARATOGA S P R I N G S NY 12866 � '�NS�A�� ;> PR�P�SE� ME1ER s'o�°E7RE°�'RE°> � �Q� H"s�� TE�EPNONE coMPANv: vERizoN * ph O * > � Z NEW YORK CODE OF COMPLIANCE SITE PHOTO DIPECTIONS � ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF � 1NE Fo��owiNG cooEs As nooPlEo ev THE �ocA� GovERwNG nulNORiliEs. No1NiNG iN 1NESE P�nNs is 10 DIRECTIONS FROM SARATOGA COUNTY AIRPORT: � BE coNslRUEo 10 PERMi1 woRi< No1 coNFORMiNG 10 1NESE cooEs '4 HEAD SOUTH ON GREENFIEL� AVE / CO�NTY HWY-50 � COUNTY HWY-150 TOWARD �� O9�1 S7 �� cooE nPE cooE W AIRPORT ACCESS RD, TURN LEFT ONTO GEYSER RD / COUNTY HWY-43, TURN LEFT /�A P�r Bui�oiNc zo�a iac .�- MECHAwcA� 2o�a iMc K� �' ONTO NY-50 / BALLSTON AVE, TURN LEFT ONTO WEST AVE, TURN RIGHT ONTO BLUE OFESS � E�EC1RiCA� 2ov NEC �� " .� STREAK BLVD, ARRIVE AT 1�6 WEST AVE, SARATOGA SPRINGS, NY 1 2866 - �C��= � � ��' iT is n viou+lioN oF �aw FOR nNv PeRsoN, '1 uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiReclioN � oF n ucENseo PROFessioN,o�eNciNEeR, 10 ALTER THIS DOCUMENT. � �� SHEET INDEX � VICINITY MAP oRAWN BY: �HE�KEo BY:�PPRo�Eo BY RC AJD AJD +d SHEET N0. SHEET TITLE - RFDS REV #/: --- T-� TiT�E sHEET % �� U�� A-1 OVERALL AND EN�RGED SITE P�N �O�1S��UC�ION A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE - � . .. � � A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS --'-- SUBMITTALS REV DATE DESCRIPTION A-4 EQUIPMENT DETAILS o z/zs/zz voR PeRMi1 A-5 EQUIPMENT DETAILS 1 ��L �.��- _-� . A-6 EQUIPMENT DETAILS - �� `' �" E-1 ELECTPoCAL�FIBER ROUTE PLAN AND NOTES �"—�� —"- - E-2 ELECTRICAL DETAILS �� E-3 ELECTPoCAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE c-� cRouNoiNc P�nNs nNo NOTEs �, UNDERGROUNDSERVICEALERT-NEWYORK811 �� A&E PROJECT NUMBER UTILITY NOTIFICATION CENTER OF NEW YORK � ALALBOO 1 34C c-2 cRouNoiNc oETni�s (800)272-4480 � c-3 cRouNoiNc oETAi�s WWW.NEWYORK-811.COM � SI�E LOCATION DISH Wireless LLC. - � PROJECT INFORMATION cn��z woRKiNc onvs u�iury NonvicnlioN PRioR 10 coNsrRuclioN � � � �� - ' RF-1 RF CABLE COLOR CODE ALA�B00134C �"—' ��"° �"° �BBR��'��'°"s GENERAL NOTES ��s wEs� avE cN-z cENERA� NOTEs SARATOGA SPRINGS , NY 12866 GN-3 GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABI7ATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED GN-4 GENERAL NOTES FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON SHEET TI7LE DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL sicNncE is PROPosEo. �� {�� 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED S"EET N�MBER CONTRACTOR SHALL VERIFI' ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON N T�� THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PRocEEoiNG wi1N 1NE woRK. NO SCALE DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 NOTES NOTES t CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL FIELD VEPoFY ALL DIMENSIONS. � 2 ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 2 CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM � SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. � 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. � � � , . wireless.M SEE ENLARGED EXISTING GUY WIRE (Tl'P) � WROPOSEDL.C��12" SITE PLAN � WIDE ICE BRIDGE � �� 5701 SOUTH SANTA FE DRIVE LI7TLETON, CO 80120 3^ v .�� ..x , p,p��9* n� o�. *�� f 6' I � O'� 40'-0'± /�F Op� � ``�o � � 4 � 1 pR��gf�� ICE�BRIDGE �R��FO � �o � � 1 1 ��E �o //�� ; 1 �� + o� i ��OSMITH PROPOSED 1 } � 1 0 0� � CHAIN-LINK FENCE � x r � � � o m X 1 ��% � � � �w # � � � � �� AIROSMITH DEVELOPMENT , . % � � = y� � �_______ _ __________� AIROSMITH ENGINEERING 1 �I� } 1 � � 318WESTAVE. �'�� 1� �� I � 1 1 � SARATOGA SPRINGS,NY 12866 � } � . � aro�. ��„ � � 1 1 � �� I �� "� � � EXISTING GUYED TOWER � � � 00 '� � ; � � �� '�u �� ; � EX�ST�N� ��Y W�RE �, � EX�S1�N� �HA�N-��N�< � , �— �TYP> P,��pF NE yo � FENCE (ev oTHERs) � i � � � Q � ,�x � I ; � � � w �"��Q�, R• �Oy�, �,� ; } ; i i w h `s!' � � ' ' �t O 0 � � � � � > Z 1 k I 1 � — 1 1 � ♦ ��'� �� - 1 1 """"' "" ' "'. � � � �,� � 7'-0" LAYOUT�(SHEET A-3) � � � k � �EASE AREn P�nTFORM �`� 091 1 g7 �� A-2 12"6" 0 1' 2' 3' 4' S , � � ENLAIRGED SITE PLAOJ /Q� P�' , , ,,z,._,,-o,. 2 FESS -�� EXISTING UTILITY �� __ �� Ll/L1 H-FRAME (TYP.)� � � � li IS A VIOL4ilON OF LAW FOR ANv PERSON, � UNLESS 7HEV ARE ACTING UNDER THE �IRECTION J� OF A LICENSED PROFESSIONAL ENGINEER, {{I � � 10 ALTER THIS DOCUMENT. EXISTING 1iI � GUYED TOWER 2� / DRAWN BY: CHECKED BY:APPROVED BY: + � � RC AJD AJD ExISTING EOUIPMENT � � RFDS REV #: --- SHELTER (TYP.) � � �� ,q��pf+ EXISTING MESA CABINET � �� OVI Ivll9 / VV�� L U�L� �� " � �O�1S��UC�ION SU B M ITTALS �� / � � REV DATE DESCRIPTION /� o z zs zz voR PeRMi1 /� \ � / � � � A&E PROJECT NUMBER � � � ALALB00134C / � � DISH Wireless LLC. PROJECT INFORMATION � ALA�B00134C �� 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E OV�RALL AN� �NLARG�6 SI�� P�AN N SHEET N�MBER 8' 4' 0 8' 16' �� 9V�IRA�� SIT� P�AN 1 3 �/8,.=�,—o" DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 NOT€S 8. Q.. 1. CONTRACTOR SHALL FIELD VEPoFY ALL DIMENSIONS. � EXISTING LIGHTNING ROD� 2 ANTENNA AND MW DISH SPECIFICATIONS REFER TO TOP EL. @ 255-1" AGL �� ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION PROPOSED DISH Wireless LLC. Q w � RFDS FOR ALL RF DETAILS � � ANTENNA (TYP 1 PER SECTOR, �^ EXISTING GUYED 70WER r 70P EL. � 245-0" AGL TOTAL 3) A1 PROPOSED DISH Wlrelese 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR A� �LLC. RRH (TYP 2 PER VA/��A�� CLARITY. YY 6 SECTOR, TOTAL 6) 5701 SOUTH SANTA FE DRIVE LI7TLETON, CO 80120 GUY€� TOW€IR FAC€ WI�Tb AT / � _ DISb Wire�ess L.L.C. � RAD C€N�€R � � \ � 4—'0" AS ��R , � EX�S7�N� PANE�ANTENNAs� ��O SMITH �OW�R OWM�� S��CI�ICA�IOMS Rno cENTeR � zoo—s" ac� o0 � � EXISTING GUYED TOWER � PROPOSED DISH Wireless � EXIS7ING PANEL ANTENNAS� LLC. OVP DEVICE � Rno cEN1ER � �ss'—o" nc� AIROSMITH DEVELOPMENT STRUC��IRAL MO�E / � � AIROSMITH ENGINEERING � 318 WEST AVE. � � STRUCTURAL ANALYSIS COMPLETED BY SARATOGA SPRINGS,NY 12866 AIROSMITH ENGINEERING. FOR EXIS7ING PANEL ANTENNAS� � � B ADDITIONAL INFORMATION, SEE REPORT � � � � RAD CENTER @ 170'-0" AGL Bl'AIROSMITH TITLED "STRUCTURAL .. ANALYSIS REPORT" DATED: "NOVEMBER � (6) PROPOSED�DISH Wlreless LLC. ANIENNAS� � ��F N� 19, 2021", SITE ID: "ALALB00134C'. RA� CENTER @ 160'-0" AGL �N A��oROAN�E w�1H 1HE s1R��1�RA� / � � � ��P�,� R � y y� ANALY515, THE EXISTING TOWER CAN �Q SUPPORT THE PROPOSED LOADING. � � � ° �,8�.� � � � "/� � ��R �� 0 � � EXISTING GUY � PROPOSED DISH Wireless LL C * � �L * � � � �WIRE (TYP) ANTENNA SECTOR FRAME (TYP / \ PER sECTOR, TOTn� 3) �, � / \ � y Z � / �� A J'�`� 091187 �� '��FESS ��'�_c2,- i� �T �s A��o�T�oN oF �AW FOR ANY PERsoN. � � � �P uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN / G�P.��R OF A LICENSED PROFESSIONAL ENGINEER, / . �EXISTING GUYED TOWER � \ \ S/F" �B2 10 ALTER THIS DOCUMENT. � � � DRAWN BY: CHECKED BY:APPROVED BY: � C� RC AJD AJD � � (1) PROPOSED DISH Wireless � RFDS REV #: --- LLC. HYBRID CABLE ON / A � � NEW WAVEGUIDE LADDER . � � 12" 6" 0 1' 2' 3' / i \ ANTENOJA �A`�OI�T 3�4„_ ,_o„ 2 �10� �O I�� US�� O� , � � � �O�1S��UC�ION �� / A � SUBMITTALS / \ \ ' / A SECTOR ANTENNA TRANSMISSION CABLE RRH OVP REV DATE DESCRIPTION / � � � POS. EXISTING OR MANUFACTURER — MODEL TECH AZIMUTH RAD FEED LINE TYPE MANUFACTURER — MODEL TECH POS. MANUFACTURER o z/zs/zz voR PeRMi1 PROPOSED NUMBER CENTER AND LENGTH NUMBER MODEL / � / PROPOSED DISH Wlreless � Al PROPOSED JMA — MX08FR0665-21 SG 0' 160'-0" FUJITSU — TA08025—B604 SG A2 LLC. ICE BRIDGE � (1) HIGH—CAPACITY / � PROPOSED DISH Wlreless � A2 -- -- -- -- -- HYBRID CABLE FUJITSU — TA08025—B605 SG A2 RDIDC R9181�PF-48 LLC. GPS UNIT 280 LONG / � A3 __ __ __ __ __ __ __ __ PROPOSED DISH Wlreless LLC. B1 PROPOSED JMA — MX08FR0665-21 SG �20' 160'-0" FUJITSU — TA08025—B604 5G B2 EQUIPMENT ON PROPOSED A&E PROJECT NUMBER STEEL PLATFORM g2 __ -- -- -- -- SHARED W�ALPHA FUJITSU — TA08025—B605 5G B2 ALALB00134C � �— — B3 __ __ __ __ __ DISH Wireless LLC. EXISTING GUYED 70WER C1 PROPOSED JMA — MXOSFR0665-21 5G 240' 160'-0" FUJITSU — TA08025—B604 5G C2 PROJECT INFORMATION �"' BOTTOM EL C 0'-0"" AGL cz -- -- -- -- -- sHnREo w/A�PHn Fu�iTsu — Tnoaozs—esos 5c cz -- ALA�B001 34C c3 -- 176 WES� AVE -- -- -- -- -- -- -- SARATOGA SPRINGS , NY 12866 NOTEs �. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SHEET TI7LE z. ANIENNA ANo RRN MooE�s Mnv cNnNCE ouE 10 EouiPMEN1 Avni�neiulv. A�� €LIEVA�ION, ANT€MNA EouiPMEN1 cNnNCEs Mus1 eE APPRovEo ANo REMniN iN coMPUANCE wi1N LAYOUT AND SCb€DIDL€ THE PROPOSED DESIGN AND STRUCTURAL ANALYSES. SHEET NUMBER �6' �2'8' 4'0 �6' 32' �� IPROPOSED EAST E�EVATION � ANTENNA SCHEDULIE No scn�E 3 �/�6.,_�._a., DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 �, �„ EouiPMEN1 P�n1FORM/�EnsE nREn NOTIES 1'-0" 2" 2'-0" 1'-2" 2'-9" �. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" � OF FILL PER EXISTING SITE SURFACE PROPOSED DISH Wlrelees LLC. � � II� PROPOSED 2� WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH � GENERATOR PWG , - I II I DISH Wireless Wlreless LLC. CONSTRUCTION MANAGER AT TIME OF � II� CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR �q LLC. GPS FEET OF THE PLATFORM 4 MIL BLACK PLASTIC PROPOSED DISH Wlreleee LLC. � ��Y' UNIT � � � GPS UNIT Ilo� PROPOSED �� 3. EQUIPMENT CABINET OMITTED FOR CLARITY VA/��A�� PROPOSED DISH Wlreless LLC. � Q YY � POWER PROTECTNE CABINET DISH Wlreless LLC. � � EQUIPMENT CABINET I I Q PROPOSED DISH Wlreless LLC. w 5701 SOUTH SANTA FE DRIVE H—FRAME III Q LI7TLETON, CO 80120 �� w � , r----------------i PROPOSED DISH Wlreless LLC. �� RIGID METAL SAFETY SWITCH. SPACE �� i o � � RESERVED FOR ADDITIONAL CONDUIT �— —� � � `u� ~ o I C__ ____ I DISCONNECT IF REQUIRED. A � � � o '��/��` PROPOSED DISH Wlreless LLC. I� I I� � II I�I� I II w � � "�" 200AMP METER SOCKET I I III � � I � � � PROPOSED DISH �reless ��Il u�� PROPosEo oisr+ w��reiess �.�.c. i i ill I � II II II � PROPosEo oisH i TELCO FIBER ENCLOSURE (BELOW) III I � II II II a Wireless LLC. I SOCKETOOAMP METER 0 � - � �� POWER � � � PROTECTNE ��% PROPOSED DISH Wlreless LLC. � � ��/ o CABINET � I �__ ____ �I FIBER NID, IF REQUIRED �II�I � II�II /I II/ I ---- I i� � i — AIROSMITH DEVELOPMENT V— i iII F,� II� �r�� i PROPosEo oisN w��reiess �.�.c. u« u Q � ��i reri� � i i � �i AIROSMITH ENGINEERING EQUIPMENT PLATFORM �� II II �V��`�11� 318 WEST AVE. . �PROPOSED� I SARATOGA SPRINGS,NY 12866 DISH Wlreless I .� 12"9" 6" 3" 0 1' 2' I LLC. SAFETY I PLATFORM €QUIPM€NT PLAN � i swilcN. i i i �•._�,-a,• iNSTa�� iF i ii h REQUIRED BY I , �o�A� �1��1Y , �pF NEI1� C�MMVS�OP� MVTC4045�P i _ coMPnNv _�i .� � 5X7 P�ATIF9RM P�N � �ii ° ��'�;" ° ii �'�� R• Jpy� �if�'� DIMENSIONS (HxWxD) 16"x84"x60" SIDE — 5' LENGTH BAR �� - r�u i � GRATING : PROPOSED DISH Wireless * 0 * TOTA� wEicNT az3 �es �� II I II II �� y � ��I II� II� I� �� o �e e e o i��i � �.�.c. EouiPMENT P�nTFORM V I I I I I II V 1 I I h X e e /I Ilol Iloll r`N' Q o 0 0 0 �/ I � N�TE: �I II � GC TO PROVIDE EXTENDED EQUIPMENT EQUIPMENT PLATFORM PLATFORM �' II II � � THREAD FOR PLATFORM IF I I � � \ FooTPA� (TVP) °° FooTPno cRouNo `�' FiNisHEo ��`� 091 1$7 �� REQUIRED HEIGHT EXCEEDS 17" � II� II�� I II �Yy (Typ) BUSS BAR �� iI II li ilil� �ii�i BAR GRATING 12 � � GRADE 00 00 i �ii� �iix �i �ii � ' �HANNE� <nP, '��FESS ��'Lo2� III� II� I II a Mi� wEE� enRRiER (TVP) I I si�E — �' �ENcrH enR EouiPMENT P�nTFORM FooTPno (TVP) �T �s n v�ou+T�oN oF �aw FOR nNv PERsoN, f GRATiNG uN�Ess 7HEv nRE ncTiNc uNOER THE oiRECTioN FIROP�IT ELEVATIOP�I oF n ucENseo PROFessioN�eNciNEeR, I II I II II I II i0 ALTER THIS DOCUMENT. �a`� II°I II°II k I�r ° x e o o, e o e e , o, e o o e � �� i�� Q ��T ��r� �� ,� � r�� IIY II`� �D--�'�'� DRAWN BY: CHECKED BY:APPROVED BY: EQUIPMENT o � PLATFORM RC AJD AJD FOOTPAD g, 0„ � (TYP) �----��_��----� RFDS REV �: ___ I _� �_ I �, �,. ° �� r��VVI��II�Il9 i - PROPOSED o DISH Wireless �� U�� L.L.C. FBER i O ° N�� F � �O�1S��UC�ION REQUIRED �� PLATFORM DET�,IL No scA�E 2 ii ,� �O O sueMirTA�s _ _ = I� � REV DATE DESCRIPTION COMIMSCO�€ MTC4045bFLD "o�E °i �� o zi�si�� FOR PERM�1 OR DISH Wireless LLC. II � H—�RAML APPRovEo EouivA�ENT ii �—��—��—� g u 0 0 0 o B uNisTRUT/suPPORT Rni�s oTv s 60" T— � � 50" �n��`�� 'r"�� PROPOSED DISH Wireless WEIGHT 59J4 Ibs — -- O O LLC. EQUIPMENT H—FRAME PIPE CAP � PROPOSED � A&E PROJECT NUMBER DISH Wireless � � �.�.c. 1E�co �i ALALB00134C WELDMENT PIPE FBER I a ENCLOSURE � � DISH Wireless LLC. PVC CONDUIT (TYP) PROJECT INFORMATION suPPOR1 Rni� " � ALA�B00134C � � �� 1 76 WES� AVE 0 �� SARATOGA SPRINGS , NY 12866 cn�v. u—eo�Ts �' �� FINISHED SHEET TI7LE � � GRADE °° °° IEQU��IM€MT �LATFOIRMI AMD H-FIRAME DETAILS BASE PLATE SHEET NUMBER si�E FRONr �ACK €L€VATION ,z,,g.. 6.. 3.. o ,, z, A-3 H-IFRAMIE DE�AI� No scn�E 3 OJOT USED No scA�E 4 H-FRAME EQUIPMENT ELE1/ATION rj �„=�.—o" DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 CHARLES INDUS��Y H�X �AYCAP �PC SQUARE � SAFETY SWITCHES C��E�PM63�155N4 ��IAC-246�—�-240—M�S �22�NRB � DIMENSIONS (HxWxD) 74"x32"x32" ENCLOSURE DIMENSIONS (HxWxD): 39"x22855"x12593 ENCLOSURE DIM (HxWxD) 29.25'x19.00"x8.50" � POWER PLANT —48VDC ABB�600W WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF � TOTAL WEIGHT (EMPTY) 408 Ibs OPERATING AC VOLTAGE 240�120 1 PHASE 3W+G TOP � TOP UL LISTED FILE E-2875 P�AN wireless.M 0 0 °o o° �� 5�0� sourH saNTa FE oRivE o^ LI7TLETON, CO 80120 � � � 0 � � �o � � 00 ��OSMITH 0 o g o o a o �� 0 0 � OO OO OO � AIROSMITH DEVELOPMENT eACK sioE FRON1 soE AIF�OSMITH ENGINEEF�ING BACK SIDE FRONT 318 WEST AVE. SIDE FRONT SARATOGA SPRINGS,NY 12866 �ABIIMET DETAIL No scn�E � P9W�R PR9��CT�9N CA�IN�� (PPC� DETAIL No scA�E � SAFE�Y SWI�CH ��AIL No scn�E 3 EATON IMETER SO�KET �AY9 5RU (��FT SWING 990R) CF-0AR�ES CIFIT—PF2020DSH1 P.��,OF NEW yo UNIRRS213BIEUSE ��€R NID €NC�OSIDR€ OO OO FIBER TELCO ENCLOSI�RE � R• �O � METER SOCKET TYPE RING � �� DIMENSIONS (HxWxD) 36.1"x29"x129" OO OO ENCLOSURE DIMS (HxWxD) 20"x20"x9" * �� * ENCLOSURE DIM (HxWxD) 16"x�2"x6" O O O > � WEIGHT 85 Ibs � � � ENCLOSURE WEIGHT 20 Ibs MAIN AMPERE RATING 200A � PLAN BOTTOM MOUNTING WALL WEIGHT 18 LBS � � � �� COMPLIANCE TYPE 4 � � � � � �� FRON7 J'FO 091187 �� 0 0 0 � 0 O O o00 00 � �' FESS �P�, ��o ;.��% � � � � IT IS A VIOL4TION OF LAW FOR ANY PERSON, UNLESS 7HEY ARE ACTING UNDER THE �IRECTION OF A LICENSED PROFESSIONAL ENGINEER, �� 10 ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: O O �� RC AJD AJD � O � O o o �� o o � RFDS REV #: --- � � � o � o o �0� ��0��I f�G BACK SIDE FRONT �� SIDE BACK FRONT SIDE BACK FRONT �O�1S��UC�ION ME�ER SOCKET DETAIL No scn�E 4 IFIBER INID EMCLOSURE DETAIL No scA�E rj FIBER TELCO ENCLOS�JRIE DE�AI� No scn�E 6 sueMirTA�s REV DATE DESCRIPTION o z/zs/zz voR PeRMi1 COMIMSCOPE VJB—K110—B iNauoEo we-1i2-3 1RAPEZE Ki1, ExisliNc WAVEGU�DE BRI�GIE KIT PRooucls: 3 RUNcs cuvEo 1owER�� WB—LB12-3 SUPPORT BRACKET DIMENSIONS (HxL) 160"x10' PROPOSED MF-130 DIRECT BURIAL PIPE FINISH SLOPE ICE BRIDGE WEIGHT� VOLUME 325.0 LBS COLUMN, 13'-4" TO DRAIN� PROPOSED X" DIA CABLE RUN (QTY) �2 � HYBRID CABLE SUPPORT BRACKET PROPOSED A&E PROJECT NUMBER A—A � I A—A � CABLE CLAMP �(wB—�B�z-3)� � ALALB00134C TRAPEZE KIT @ 3'-0" QC. (W B—T 12-3) CD 3" DIA SCH 40 PIPE � i DISH Wireless LLC. PROPOSED 3.5" DIA. - PROJECT INFORMATION SUPPORT BRACKET SCH 40 PIPE i � M ALA�B00134C (WB—LB12-3)� o GALVANIZED ° �a" oin oRi��Eo � 1 76 WES� AVE °°°°�°°°° 1RAPEZE "'1 PiER FouNOAlioN SARATOGA SPRINGS , NY 12866 �(WB—T12-3)� PROPOSED 1'-6' 0 oaao�o DIA. CONCRETE PIER (TYP) � � ° A—A SECTION SHEET TI7LE 3s" oiA cA�v scN IEQUI�IM€MT D€�AI�S 40 PIPE (SPACED 3.5" DIA GALV SCH 40 g'—o" MAx) �PiPE (sPncE� 9'-0" (MF-130) MAX) (MF-130)� CONCRETE PIER I � SHEET NUMBER PLAN FRONT SIDE A-4 I�E BRIDGE DETAIL No scn�E ] TYP�CAL ICE BRIDGE CONCRETE PIER �IETA�L No scA�E 8 HYBIRID �ABLE IRUOJ No scn�E g DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 PCTEL �75•�� GPSGL—TIMG—SPI-40INCB MINIMUM OF 75� OR t60� � 81x184mm � 270° IN ANY DIRECTION DIMENSIONS (DIAxH) MM�INCH � 3.2"x 7.2 5' wEicNT w/AccEssoRiEs o�e ies cPs � � CONNECTOR N—FEMALE TOP 2j � FREQUENCY RANGE 1590 ± 30MHz �F�Q �,j�� BF�2!"M ��e��.,, O N Rq� R� 5701 SOUTH SANTA FE DRIVE LI7TLETON, CO 80120 CUI2PSM6P4XXX CUl2P5M9P6XXX (a nwc coNoucTORs) (6 nwc coNoucTORs) GPS UNIT OBSTRUCTIONS MUST BE BELOW 10° �.41"0 0 0 � ° � ° � ��OSMITH O O e �2,.M � 0 0 '�Di�s AIROSMITH DEVELOPMENT cu�2PSM9Paxxx AIROSMITH ENGINEERING BACK SIDE (8 AWG CONDUCTORS) 318WESTAVE. SARATOGA SPRINGS,NY 12866 GPS DETAIL No scn�E � GPS P�IN�MUM S�CY VIEW REQ�JIREP�EMTS No scA�E � C�,B�ES �JMLIIMITED HYBRID CABLE No scn�E 3 MI�IIM�JM BEPJD RADI�JSIES CONVMSC9P� MT�4045HF�9 NOTE: �,��'OF NEW�'O OR DISH Wlreless LLC. b—FRAMIE APPRovEo Eouivn�EN1 �'�� R. JQ/�� '� uNislRul/suPPOR1 Rni�s oTv s h `��' sEE oETAi� � sHEET n-3 �t O y � WEIGHT ±59J4 Ibs � PIPE CAP � > � V wE�oMENT PiPE ��`O 091187 �� p'��FESS �P�:,,�� ,_��_,_ SUPPORT RAIL � IT IS A VIOL4TION OF LAW FOR ANY PERSON, � UNLESS 7HEV ARE ACTING UNDER THE �IRECTION OF A LICENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCUMENT. GALV. U—BOLTS DRAWN BY: CHECKED BY:APPROVED BY: RC AJD AJD RFDS REV #: --- B�E P�TE �0� ��0��If�G sioE FRONT �10� �0 f�� US�� 0� �O�1S��UC�ION H—IFRAME DE�AI� No scn�E 4 PJ�T USED No scA�E rj N9T �15�9 No scn�E 6 sueMirTA�s REV DATE DESCRIPTION o z/zs/zz voR PeRMi1 A&E PROJECT NUMBER ALALB00134C DISH Wireless LLC. PROJECT INFORMATION ALA�B00134C 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E IEQUI�IM€MT D€�AI�S SHEET NUMBER A-5 NOT I�SED No scn�E ] OJOT USED No scA�E 8 NOT �JSIED No scn�E g DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 FUJ�TSU TR�IPLE �APJD F�IJITSID DUAL BAND SABRE DOUBLE Z—BRACKET TA0�0�5—�605 TA0�0�5—�604 C10��3155 � � DIMENSIONS (HxWxD) �4.9"xiSJ"x9" DIMENSIONS (HxWxD) �4.9"x�SJ'�x7.8" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"x1-13�16" � WEIGHT 7495 Ibs ° � WEIGHT 63.9 Ibs � ° WEIGHT (FULL ASSEMBLY) 35J9 Ibs � 4.3-10 RF 4.3-10 RF � CONNECTOR TYPE CONNECTOR TYPE PACKAGE QUANTITY 4 coNNECTOR coNNECTOR �� • POWER SUPPLY DC -58�-36V PLAN POWER SUPPLY DC -58^--36V PLAN �� T" # DESCRIPTION 2 �� 1 PLATE, CHANNEL BRACKET �� 0 5701 SOUTH SANTA FE DRIVE � LI7TLETON, CO 80120 2 RRH Z BRACKET, 3�16" �� 3 THREADED ROD ASSEMBLY 1�2"x12" � �o o� �� 000 � 000000 �� O SMITH o � � ��oo�� o �� e e e e �� eaCK si�E FRONT eaCK si�E FRONr No1e AIROSMITH DEVELOPMENT oR D�SH Wi�e�ess �.�.C. AIFZOSMITH ENGINEEFZING APPROVED EQUIVALENT 318 WEST AVE. SARATOGA SPRINGS,NY 12866 RR�i �IETA�L No scn�E � RRH DETAIL No scA�E � RRH MO�JMT DE�AI� No scn�E 3 JMA � I RAYCAP RDIDC-91 81—�F-48 JMA AMT�MNA M9�WIT �RA�K�T MouNT�Nc P�PE P.��,OF NEW yo MX08FR0665-21 � DC SURG€ �ROT€CTION (OV�) #91 9003�8 � ��Q`�` R• JOyN �� DIMENSIONS (HxWx�) 72"x20.0'�x8.0'� DIMENSIONS (HxWxD) 18.98"x14.39"x8.15' TOTAL WEIGHT (WITH BRACKETS) 18 Ibs (8.18 Kg) * �� * PLAN � y RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE WEIGHT 2182 LBS POLE DIAMETER RANGE 25' TO 4.5' WEIGHT 64.5 Ibs PLAN „ + � ANTENNA +� NOTE: BRACKET Zr � WEIGHT WITH BRACKETS 825 Ibs KIT �91900318: TOP AND BOTTOM BRACKETS TOP � FOR a—,s—, nNo s—Foo7 nNTENNns � MouNTiNc �� 091 187 �� 0 o ANTENNA BRACKET NOT PART OF KIT ��"� BRACKET 0 ,o�,�FESS �P�:�� ,_��_,_ IT IS A VI�L4TI�N �F �AW FOR ANY PERS�N. UNLESS 7HEV ARE ACTING UNDER THE �IRECTION OF A LICENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: RC AJD AJD 0 0 0 AN7ENNA RF�s REv #: —-- — NOTE: BRACKET �q �p/+ � � � � OR DISH Wireless LLC. - CENTER �� py��v��y APPROVED EQUIVALENT BRACKET� �� U�� SIDE FRONT SIDE BACK FRONT �O�1S��UC�ION AIN�ENNA DE�AI� No scn�E 4 SURG€ 5�1��R€SSION D€�AIL (OV�) No scA�E rj �,MTENNA BR�,�KET DETAIL No scn�E 6 sueMirTA�s REV DATE DESCRIPTION 8'-7" (MAX) 10'-0" (MAX) CL GATE o z/zs/zz voR PeRMi1 SITEPR01 T�600 COMMSCOPIE V—FRAME No�E Pos1 (rvP) 9cn FENCE FABRic, z" MESN uNE Pos1s z �/z" o.o. �JMIVERSAL T—BIRACKE� �vVTC3975083 APPRo Eo�Eouivn�EN1� No1 oiPPEo cA�vnNizEo PiPE, �s cAucE TENSION BAR: 3�16" X (GALVANIZED) PER FACE SIZE g'-0" CORNER, END 3�4" GALVANIZED FLAT BAR. ASTM-F1083 DIMENSIONS (HxWxL) 225"x�0.0"x�5.25" AND BRACE WEIGHT 352136 Ibs POSTS: 3" O.D. WEIGHT� VOLUME 5.60 LBS PIPE, SCHEDULE 40 (GALVANIZED) �i—�� (TYP)� TOP & CENTER RAIL 1.5' TO 6" ROUND LEG 1 5�8" O.D. 17 GAUGE A&E PROJECT NUMBER T-BRACKET �� 25' TO 5" 90° ANGLE LEGS � 4� Q z PIPE (GALVANIZED) PER wE�oMENT � '�sTM—F�o83. ALALB001 34C I �� a� � � DISH Wireless LLC. e � `�' z PROJECT INFORMATION BOTTOM TENSION WIRE: � o o GALVANIZED OR AWMINUM ,�0 � II I� � � o coATEo coi� sPRiNc wiRE, ALA�B00134C ° i o � � � cnucE.� �76 WES� AVE THREADED TOP B� I � � �T-BRACKET o � Roo � SARATOGA SPRINGS , NY 12866 � � WELDMENT M BACK BRACKET �� °� -.. ..,: . BACK THREADED ROD � � o � � BRACKET� I � 0 �I � in I I SHEET TI7LE � � �� `� � ��coRNER, ENo, ANo eRncE �I �QUIPO��MT 9��AI�S oo°0000000°oo � � Pos1: �'-6"m coNCRE1E � � �� FooTiNc (300o Psi—MiN) — �� "'� (1vP) - g'-�" 8'-0" FENCELINE POST: 1'-0"0 � SHEET NUMBER coNCRETE FooTiNc (TVP)�- � SIDE ISO METRIC PLAN FRONT A-6 VIERT�CAL CABLE SUPPORT DETAIL No scn�E ] ANTENOJA FRAME DETAIL No scA�E 8 �YPICAL FEMCE �IETAIL No scn�E g DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 P�IOTES 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. �. CONTRACTOR SHALL FIELD VERIFI' ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. � 2 ANTENNAS AND MOUNTS OMITTED FOR CLARITY. � 3. THE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. "PWR" AND "FBR" PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE WFORMATION INCWDING � CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING � BUT NOT LIMITED TO FIELD VEPoFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS �OCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE � AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, PLEASE NOTIFY TOWER OWNER AS FURTHER COORDINATION MAl' BE NEEDED. DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. WII�I�SS*M � 2 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL EXISTING GUY WIRE (Tl'P) � STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS 5701 SOUTH SANTA FE DRIVE REQUIRED TO MEET NEC STANDARDS. LI7TLETON, CO 80120 g� 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE `3" COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. � I 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. 4' 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. D O PROPOSED DISH � //\�� I 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. ��I1 u�� Wlreless L LC. � / � � CHAIN—LINK FENCE -t x �k � 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. ��% � iNs1A��n1ioN sNn�� eE iN AccoR�nNCE wi1N MnNUFAc1uRER's sPEaFicAlioNs nN� REcoMMEN�A1ioNs. AIROSMITH DEVELOPMENT x i' ��yyy � � a A�� oiscoNNEc1s nNo coNlRowNc oEvicEs sNn�� eE PRovioEo wi1N ENCRnvEo PNENouc NAMEP�1Es AIF�OSMITH ENGINEEF�ING � � �f � � �,- INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 318WESTAVE. \X\ �„ j, , I SARATOGA SPRINGS,NY 12866 -'� 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. X -t �� THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL � Q� �� I DISCONNECT SWI7CHE5, AND EQUIPMENT CABINETS. � � EX�S1�N� �H��N-��NK ��- W y �� FENCE (BY OTHERS) I 10. ALL NEW MATERIAL SHALL HAVE A U.L LABEL �F N� /� � Q � � ��. PANE� scHEou�E �oAoiNc nNo ciRcuiT nRRnNCEMENTs REF�ECT PosT—coNSTRucTioN EauiPMENT. �'�� R, �0� �� k N PROPOSED DISH Wireless m� } �2 CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. G� �I' �.�.c. uNOERCRouNo PowER � �� * p O * CONDUIT (LENGTH: 50'±)�� 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG � � N I . PROPOSED DISH Wlreless � � LLC. UNDERGROUND FIBER �d� coN�uiT «ENCTH: 65"'±�� F� 091 187 �� k �m � � '��FESS �P �„�� Q ,_��_,_ EXISTING UTILITY � A N—FRAME (1vP.) � iT is n viou+lioN oF �aw FOR nNv PeRsoN, � / uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN \ OF A LICENSED PROFESSIONAL ENGINEER, � \ 10 ALTER THIS DOCUMENT. EXISTING � � PROPOSED DISH �reless � � GUYED TOWER � DRAWN BY: CHECKED BY:APPROVED BY: LLC. TO UTILIZE OPEN METER SOCKET IN EXISTING �+ � � UTILITY H—FRAME � � RC AJD AJD ExiSTiNG EQUiPMENT � � RFDS REV #: --- SHELTER (TYP.) �e� � � �� p��I�� EXISTING MESA CABINET � � � rt.l�� I�� I I�� I� 0 V ID lJ VZ + � ��UC��N � V � SUBMITTALS �� / � REV DATE DESCRIPTION / o z/zs/zz voR PeRMi1 /� /� \ � � + / � � , / A&E PROJECT NUMBER � `5 � / ALALB00134C �� DISH Wireless LLC. � � PROJECT INFORMATION � ALA�B00134C � 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E ELE�TRICAL/FIBIER ROUTE PLAN AND NOTES SHEET NUMBER N E-1 8' 4' 0 8' 16' I�TI�ITY ROUTE PLAOJ � ELECTR�CAL NOTES No scn�E 2 �/8.,=�.—o" DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 CARLOIN EXPANSIOM IFITT�NGS DISH Wireless LLC. FBER SEE TRENCHING NOTE 1 DISH Wlrelese LLC. DISTRIBUTION PANEL � MALE TERMINAL STD PROVIDES �2AWG O O O COUPLING END TRAVEL VARIES PER BACKFILL PER SITE PART# ADAPTER END SIZE CTN LENGTH PART NUMBER �RENCF�IO�I�r MO�ES WORK SPECIFICATIONS WIRE (6' TAIL) PROPOSED DISH �reless LLC. � PART# QTY. � TELCO FBER ENCLOSURE i. coNTRacTOR sr+a�� ResTORE Tr+E (sEE cENERn� No1Es) � E945D E945DX 1�2" 20 4" TRENCH TO ITS ORIGINAL SLOPE TO SUIT SOIL E945E E945EX 3�4" 15 4" �� SLIP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE � (SEE CHART FOR OR SODDING GRASS AREAS, OR WITH LOCAL REGULATIONS � � � E945F E945FX 1" 10 4" �� PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 PROPOUNI�STRUT Wireless �� AREAS TO ITS ORIGINAL CROSS /� �� o00 0 � E945G E945GX 1 1�4" 5 4" I I SECTION. / / �� DISH Wireless LLC. FBER � �� JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE o I I 2 TRENCHING SAFETY; INCLUDING, o �� o"' E945H E945HX 1 1�2" 5 4" � I I i � / �� w=� NEED TO BE TERMINATED BY LI7TLETON, CO 80120 BUT NOT LIMITED TO SOIL - �� V� m s w FBER PROVIDER ON OTHER E945J E945JX 2" 15 8" CLASSIFICATION, SLOPING, AND , � : �ai PROPOSED DISH SIDE OF BULKHEAD�LC TO LC SHORING, SHALL BE GOVERNED s z / � ��. `O�.i� Wireless LLC. CONNECTOR WHERE CIRCUIT E945K E945KX 2 1�2" 10 8" BY THE CURRENT OSHA o s� � � � � � o� 10 AMP DISTRIBUTION IS TERMINATED. TRENCHING AND EXCAVATION z � , � BREAKER � � � E945L E945LX 3" 10 8" SAFETY STANDARDS. � �o � �� . : �� o � �z � � �� E945M E945MX 3 1/2" 5 8" 3. ALL CONDUITS SHALL BE � w /� . :..�.�. � �` IN IN 0 � ; PROPosEo F�BER PRo��oER ��OSMITH INSTALLED IN COMPLIANCE WITH > °' � � . � FBER LATERAL FROM RIGHT E945N E945NX 4" 5 8" ' � � / PROPOSED DISH Wireless LLC_ � � THE CURRENT NATIONAL �� //�//. A A V OF WAY TO STREET, UTILITY WARNING TAPE 12 AWG WIRE � A � TERMINATE� TO F�P � E�ECTRic cooE (NEc) oR As E945P E945PX 5" 1 8" PROPOSED DISH Wireless LLC. � � \ ��% NOTE: REQUIRED BY THE LOCAL SAND BEDDING PER SITE 1-1�2" POWER FROM CABINET � � � PROPOSED DISH Wireless LLC. E945R E945Rx 6" � 8" CONTRACTOR To �NSTA�� ExPANS�oN F�TT�NG IUR�S��CT�oN, WH�CHEVER �5 WORK SPEC�F�CAT�oNs D�SH W�ire�ess �.�.C. �NSTA��S � � � �—�/2" FBER To CAB�NET AIROSMITH DEVELOPMENT SLIP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. 1ERMiNnlioN, as PER �ocA� uliulv Poucv, �—�/2" coNouils FOR PowER PROPosEo oisN w�reiess �.�.c. AIF�OSMITH ENGINEEF�ING ORDINANCE AND�OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2" CONDUIT FROM COMMERCIAL 318WESTAVE. FIBER VAULT SARATOGA SPRINGS,NY 12866 EXPANSIOOJ JOIOJT DETAIL No scA�E � TYP�CAL UNDERGROUND TRIENCH �IETAIL No scA�E 1 DAR�C TELCO BOX — IMTERIOR WIRING LAYO�JT No scA�E 3 .��,OF NEW y NOTE: FieER PRovioER �'��Q� R, �py'''�4,�� PROPOSED FBER WILL NEED TO PROVIDE AN � PROPOSED DISH Wireless LLC. NID, IF REQUIRED ADDITIONAL SFT UNISTRUT, * O � * UNISTRUT 2 U—BOLTS WITH 4 NUTS, IN THE EVENT THE BRACKET SPACING �OESN'T � LINE UP WITH CURRENT SPACING BELOW PROPOSED FBER PROVIDER /�j � 1-1�4" FLEX CONDUITS IN IN OUT � � F`� 091187 �� FIBER PROVIDER TO TERMINATE FBER PROVI�ER TO PUNCH TOP OF POWER TO FIBER PROVIDER NID TELCO BOX OF NID ENCLOSURE AND [� � PROPOSE� �ISH Wireless LLC. INSTALL 1-1�4" LIQUID TIGHT ��/�� 12 AWG WIRE (6' TAIL) CONNECTORS. UL LISTED, NYLON -- GCG1_- MATERIAL, WI7H 0—RING GASKET li IS A VIOL4ilON OF LAW FOR ANv PERSON, UNLESS 7HEV ARE ACTING UNDER THE �IRECTION FBER PROVIDER TO INSTALL oF n uCENseo PROFeSsioN,o�eNciNEeR, PROPOSED DISH Wlreless LLC. '°' o00 000000� �—��4" FLEX CONDUITS BETWEEN 10 ALTER THIS DOCUMENT. 10 AMP DISTRIBUTION BREAKER FDP TELCO BOX & NID PROPOSED DISH Wireless LLC. DRAWN BY: CHECKED BY:APPROVED BY: PROPOSED DISH Wlreless LLC. TELCO FIBER ENCLOSURE RC AJD AJD 12 AWG WIRE � � PROPOSED DISH Wireless LLC. 1-1�2" FBER TO CABINET RFDS REV #: --- iN m o 1 �q �p/+ PROPOSED DISH Wlreless LLC. 0 0 PROPOSED DISH Wlrelees LLC. �� py��vl l9 1—�/2" POWER FROM CABINET � � 2" CONDUIT FROM COMMERCIAL FIBER VAULT �� U�� O�1S��UC�ION LIT �€LCO �OX — INT€R�OR 1N�RING LAYOUT (O�TIOMAL� No scn�E 4 NOT USED No scA�E rj M0� USED No scn�E 6 sueMirTA�s REV DATE DESCRIPTION o z/zs/zz voR PeRMi1 A&E PROJECT NUMBER ALALB00134C DISH Wireless LLC. PROJECT INFORMATION ALA�B00134C 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E ELEC�RICAL DETAILS SHEET NUMBER E-2 NOT I�SED No scn�E ] OJOT USED No scA�E � M0� USED No scn�E g DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 NOTES THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT � PROPOSED POWER PROTECTNE CABINET CHARLES NETWORK CABINET CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE UTILITY SERVICE ENTRANCE 120�240V, 1 PH, SERVICE RATED, EQUIPMENT AND THE ELECTRICAL SYSTEM. 120�240 VAC 1PH OVERALL UL LISTED POWER CENTER, � N3R, 65K�10K AIC THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC � BACKUP MAIN BREAKER WITH (LISTED ON T-1) ARTICLE 210.19(A)(1) FPN N0. 4. � GENERATOR ZOOA 200A INTERLOCKED GENERATOR CAMLOCK FEED, 200A 65K AIC �2) PROPOSED � (E) 120/240V, GEN PLUG OJ5" EMT CONDUITS THE ADJ S�MENT F CTOR�O�F 809 PER�20R4�17 N�C�TAB�E 31�0.15(B)(3)(o)�ORLY ��3W� N 2020 NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. ��Q �� MULTI-METER SURGE SUPPRESSION ELECIRICAL DEVICE 100KA SAD�MOV #12 FOR 15A-20A 1P BREAKER: 0.8 x 30A = 24.OA 5701 SOUTH SANTA FE DRIVE SERVICE GFCI 01 02 #l0 FOR 25A-30A�2P BREAKER: 0.8 x 40A = 320A LI7TLETON, CO 80120 IF NO BREAKER IS 15A 30A PROPOSED 2 #l0, l #l0 CU GND. FOR RECTIFIER 1 #8 FOR 35A-40A/2P BREAKER: 0.8 x 55A = 44.OA INS7ALLED THE 03 04 �6 FOR 45A-60A�2P BREAKER: 0.8 x 75A = 609A CONTRACTOR IS TO 15A INS7ALL A NEW 200A, 05 06 PROPOSED 2 #l0 CONDUIT SIZING: AT 407 FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. 2-POLE MAIN BREAKER. SPACE 30A , FOR RECTIFIER 2 M M THE BREAKER IS TO BE �� 8 Q5' CONDUIT - Q122 SQ. IN AREA � THE SAME TYPE AND SPACE OJ5" CONDUIT - 0.213 SQ. IN AREA ExisTiNc �zo/zaov, zoo/z aic RnTiNc ns TNE (E) 09 �o zo" coNouil — �.3�6 so. iN AREn � 1�3W, UTILITY BREAKERS. SPACE 30A PROPOSED 2 �10, 1 #l0 CU GND. � FOR RECTIFIER 3 COMPANY PAD 11 12 3.0" CONDUIT - 2907 SQ. IN AREA MRANSFORM�R�� SPACE 13 14 CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-Z CU. ��O �� PROPOSED 2 �10 FOR RECTIFIER 4 ��j/y, SPACE15 16 30A #10 - 0.02�� SQ. IN X 2 = 0.0422 SQ. IN M �� (3) 3/o wiTN #s sPACE #io — o.ozii sQ. iN x i o.o2ii so. iN <cRouNo �� cRouNo iN 3" v �a _________________________ AIROSMITH DEVELOPMENT SCH 40 CONDUIT SPACE SPACE TOTAL = 0.0633 SQ. IN i9 20 (�) PROPosEo AIF�OSMITH ENGINEEF�ING SPACE 21 22 SPACE Q5' EMT CON�UIT 05" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, 318 WEST AVE. SPACE SPACE INCLUDING GROUND WIRE, AS INDICATED ABOVE SARATOGA SPRINGS,NY 12866 23 24 sPACE sPncE RECTiFiER coNoucTORs (z coNouiTs): usiNc u�ioi5, cu. TO UTILITY COMPANY PROPOSED 2 #10, 1 #10 CU GND. FOR CONVENIENCE OUTLET #l0 - 0.0266 SQ. IN X 4 = 0.�064 SQ. IN �,� - �.��82 SQ. IN X , - �.��82 SQ. IN <BARE �R��N� P�� o TOTAL = 0.1146 SQ. IN NOTE �'t ,r R J y EXIS7ING WIRE & CONDUIT CON7RACTOR TO REFER TO BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105°C, 600V, AND PVC INSULATED, IN THE SIZES SHOWN OJ5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, � N� �� FINAL UTILI7Y DESIGN DE7AILS IN THE ONE-LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. INCLUDING GROUND WIRE, AS INDICATED ABOVE C�Q � (3) 3/0 WI7H �{6 BREAKERS REQUIRED: PPC FEED CONDUCTORS (� CONDUIT): USING THWN, CU. * O� 0 * GROUN� IN 3" (4) 30A, 2P BREAKER - SQUARE D P�N:Q0230 > 'L SCH 40 CONDUIT (1) 15A, �P BREAKER - SQUARE D P/N:Q0�15 3�0 - Q2679 SQ. IN X 3 = 0.8037 SQ. IN �s — 0.050� sQ. iN x � = o.oeo� so. iN <cRouNo � TOTn� = o.a5aa so. iN � � 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, � iNauoiNc cRouNo wiRE, As iNoicnTEo neovE. �`� 091187 �� p'��FESS �P�:,,�� PC ONIE�LIOJE DIAGRAM No scn�E � - �"�` i1 is n viou+lioN oF �aw FOR nNv PeRsoN, uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiReclioN OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: RC AJD AJD RFDS REV #: --- �� r��VVI��II�Il9 VV�� L U�L� �� O�1S��UC�ION �RO�OS�� C�iA�L�S �AN�L SCH��UL� sueMirTA�s VOLTAMPS VOLTAMPS REV DATE DESCRIPTION LOAD SERVED (WA1'TS) TRIP C� PHASE �� TRIP (W.4TTS) LOA�SERVED o 2/25/22 FOF PEFMiT L1 L2 L1 L2 PPC GFCI OUTLE7 180 15A 1 A 2 2880 ABB�GE INFINITY CHARLES GFCI OUTLET 180 15A 3 g q 30A ZggO RECTIFIER 1 —SPACE— 5 A 6 2880 ABB�GE INFINITY —SPACE— � g 8 30A 2880 REC7IFIER 2 —SPACE— 9 A 10 2880 ABB�GE INFINITY —SPACE— 11 g 12 30A 2880 RECTIFIER 3 —SPACE— �3 A 14 30A 2880 ABB�GE INFINITY —SPACE— �5 B 16 2880 RECTIFIER 4 —SPACE— �7 A 18 —SPACE— -SPACE- �9 B 20 -SPACE- A&E PROJECT NUMBER -SPACE- 2� A 22 -SPACE- —sPncE— z3 B za —sPace— ALA�B00134C VOLTAGE AMPS 180 180 11520 11520 200A MCB, 1�, 24 SPACE, 120�240V L1 L2 MB RATING: 65,000 AIC 11700 11700 VOL7AGE AMPS DISH Wireless L L C. PROJECT INFORMATION 98 98 AMPS �98 Mnx,zs� ALA�B001 34C 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E ELECTR�CAL ONE—LINE, FAULT CALCS & f�AN€L SCb�DUL€ SHEET NUMBER E-3 PANEL SCHEDULIE No scn�E 2 NOT USED No scn�E 3 DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 TEST WELL PROPOSED BU55 � EXOTHERMIC CONNECTION � TEST GROUND ROD WITH BAR INSULATORS PROPOSED 4"x12"x1�4" TINNED � INSPECTION SLEEVE COPPER GROUND BUSS BAR � ■ MECHANICAL CONNECTION 7� � � � � � #6 AWG STRANDED & INSULATED � � GROUND BUS BAR � — #2 AWG SOLID COPPER TINNE� BOND PROPOSED EQUIPMENT � � � �B GROUND ROD � � PLATFORM TO PROPOSED GROUNDING � -- �2 AWG STRANDED & INSULATED W��eI�SS*M �� I I - ELECTRODE SYSTEM TYP OF 4 ��,{ � � �' / \ � I \ � BOND ICE BRIDGE � � SUPPORT POSTS TO - BUSS BAR INSULATOR I ----- � GROUND RING BOND(s) 5701 SOUTH SANTA FE DRIVE ■ � � (TYP ALL POSTS) LI7TLETON, CO 80120 eoNo H-FRAME PosT GIRO�JMD�NG L€G€ND To uNisTRUT (TVP) � � _ ExisTiNc TowER cRouN� �RING (FIELD VERIFY) � iir-='------iitt---i�-------0-{gt-' � � 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. � � �� 2 CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN � #2 AWG BURIED GROUND � � � �II � � � COMPLIANCE WITH NEC SECTION 250 AND DISH Wlreless LLC. GROUNDING AND BONDWG ro RING 30" BELOW GRADE � � REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 0 � O , , � � �� OSMITH / — a. e � 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO AWMINUM CONDUCTORS SHALL BE USED. � � ----�------ � � ° . � � #2 1iNNEo souo iN �/2" MiN. uouio ��'�� AIROSMITH DEVELOPMENT TicHT coNouiT FROM z4"' BE�ow cRAOE I � ° GRO��I�ING K�'� INO��S AIROSMITH ENGINEERING TO WITHIN 3" TO 6" OF CAD-WELD a . � � 318WESTAVE. TERMINATION POINL EXPOSED END OF I ^ aa SARATOGA SPRINGS,NY 12866 THE LIQUID TIGHT CONDUIT MUST BE . . . SEALED WITH SILICONE CAULK. (TYP) ��a a a �a. � a �� O GRADE�OR 6�I�NCH S�BE OWTHE FROSTCO�PPEANDBAPPROXIMATE�LY�24 I�NCHES�ROM3T�HE�EXTERIOR WALL � A <'—�� ° � ° . a . �. � OR FOOTING. � � . i��=_r=_____= e , � � � � TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, �� OO AND�OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE P �� O BUILDING, AT LEAST TWO BON�S SHALL BE MA�E BETWEEN THE TOWER RING GROUND SYSTEM AND THE � � �, �� BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. C�� R• JO�/�� 'J � � � � � OO PERIME�E R OF T�HER QUI M2ENTNAREARAA DED ON ETELECOMMUNI�CAT aPPE REL�TED CME�TALL CEOBJE�C SR�FOU�ND HE * �h O * > 'L EXISTING GUYED TOWER WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN BOND EQUIPMENT AS INSULATED CONDUCTOR. � REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING � BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE TOWER GROUND RING (TYP OF (2) TOTAL) O BUI�LDING. AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING LOCATED AT THE CORNERS OF THE � � F`� 091187 �� GROUND ROD: UL LISTED COPPER CLAD STEEL MINIMUM 1�2" DIAMETER BY EIGHT FEET LONG. GROUND � TYPICAL EQ�JIPMEN� GROUPJDING PLAN No scA�E Roos sNn�� ee iNSTn��Eo wi1N iNSPecTioN s�EevEs. cRouNo Roos sNA�� eE oRivEN 10 1NE oEP1N oF �� 1 � GROUND RING CONDUCTOR. ��ESS � � �l � OJOTES cE�� REFERENCE cRouNo eAR: PoiN1 oF cRouNo REFERENCE FOR n�� coMMUNicnlioNs EouiPMEN1 �T �s n v�ou+l�oN oF �aw FOR nNv PeRsoN, F FRAMES. ALL BON�S ARE MADE WITH 2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATE� uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiReclioN N oF n ucENseo PROFessioNo�eNciNEeR, ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT COPPER CONDUCTORS. BOND TO GROUN� RING WITH (2) #2 SOLID TINNE� COPPER CONDUCTORS. 10 ALiER iHiS DOWMENi. REFERENCING TO A SPECIFIC MANUFACTURER. THIS � LAYOUT IS FOR REFERENCE PURPOSES ONLY � HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO �2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: i-- � 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 RC AJD AJD USING (2) TWO �2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. RFDS REV #: --- OH EXTERIOR CABLE ENTRY PORT GROUND BARS LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND �q �p/+ TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND �O� ��pVI��Il�ll9 INSPECTION SLEEVE �� PROPasEo �PPER TOWER �O�1S��UC�ION GROUND BUSS BAR �j TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. � � 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 � � INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS LOCATED WITH THE AREA o z/zs/zz voR PeRMi1 �� OF THE INTERIOR GROUND RING REQUIRE A �6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. / � � �� BONDED TO THE�EXTE�RIOR�GROUND�R NG SHALL�BE BONDED T�0 THE GROUN DRR NG�WIT�H A��2�AWG��SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AN� ACROSS GATE OPENINGS. � � � � EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED A&E PROJECT NUMBER �� TO THE EXTERIOR GROUND RING. USING �2 TINNED SOLID COPPER WIRE - �° /� ALALB00134C �,, �� PROPOSED #2 AWG STRANDED ,, COPPER GREEN INSULATED (TYP) �N ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH �2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED DISH Wireless LLC. GROUND RING. PROJECT INFORMATION o� ouRiNc n�� oc PowER sys1EM cNnNCEs iNc�uoiNc oc sys1EM cNnNCE ou1s, REc1iFiER REP�ncEMEN1s ALA�B001 34C OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND � iNs1A��n7ioNs oR cNnNCEs 10 oc coNVER1ER syslEMs i1 sNA�� eE REouiREo 1NA1 sERvicE 1 76 WES� AVE PROPOSED 4"x6"x��4" TINNED CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND COPPER SECTOR GROUND BUSS CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE SARATOGA SPRINGS , NY �ZH66 � BAR (TYP OF (3)) REFERENCE GROUND BAR PROPOSED GROUND BUSS BAR SHEET TI7LE INSULATORS P� TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO TOWER STEEL. � , � GROUN��NG P�ANS �� REFER TO DISH Wirelese LLC. GROUNDING NOTES. PROPosEo #s Awc s1RnNOEo AND NOTES coPPER cREEN iNsu�nTEo (TVP) SHEET NUMBER G-1 TYPICAL AOJTENNA GROUNDIOJ� P�AN No scA�E 2 GIRO�JOJDING KEY NOTES No scn�E 3 DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 NOTES EQUIPMENT CABINET OMITTED FOR CLARITY PROPOSED GPS UNIT CABLE GROUNDING NOT REQUIRED WHEN � ANTENNA 6 LESS THAN 10' FROM CABINET �PROPOSED GPS UNIT � � � / � � �PROPOSED POST WIreI�SSrM / r____________________7 1 � PROPOSED 200AMP METER SOCKET-- — J �2 AWG GROUND � �---- --------�� CONDUCTOR TO GROUND 5701 SOUTH SANTA FE DRIVE � PROPOSED PIPE COLUMN � LI7TLETON, CO 80120 O I ---- ------- I \ �PROPOSED PIPE CLAMPS PROPOSED GPS UNIT MOUNT � � � �� OR APPROVED EQUAL I � I I � ' ' '� O ; � �� PROPOSED POWER I 1�2" COAX CABLE 8" MIN. � PROTE�T��E � RESER�Eo SPA�E F�BER N�o , ��O SMITH � CABINET �I BENDING RADIUS PER IF REQUIRED � 0 o � o CABLE MANUFACTURER'S � o � SPECIFICATIONS � � / I I � A li / �i ,�___ _______ ii � �� 1 � � i�T----------�- i � AIROSMITH DEVELOPMENT �i / � �i/ i � �� AIFeOSMITH ENGINEEFeING 1 � � �' TO GROUND 318WESTAVE. � ° SARATOGA SPRINGS,NY 12866 � � / I I I�--------�I I I— � � I � � � �sPncE RESERVEo� � � � � TYP�CAL GPS UNIT GROUNDING No scn�E � � I i i FOR nooiTioNa� �i i � � � � � � o�s�oNNE�1 � �I � � ��OF NE�� I I I I SAFETY SWITCH. I I I �II � i i iF REQuiREo. i i i �'�Q' ,� R. JOy � � i � � � � � � � I � � � � ; Q N 'p� �� i ��--------�� PROPosEo TE�co FieER h� �� i i � i� � ° I ENaosuRE (eEHiNo H-FRnME) � O y � � i � I � � � o � PROPosE� #z nwc TiE � � _ iNTo cRouNo RiNc (TVP) #2 TINNED SOLID IN 1�2" MIN. LIQUID _ � � � I � � � TIGHT CONDUIT FROM 24" BELOW GRADE �' � � I I i 0 0 PROPOSED PLATFORM � Z � � �� `�F`� 091187 �� TO WITHIN 3" TO 6" OF CAD—WELD �i� � A � � I�—�I � TERMINATION POINL EXPOSED END OF � � THE LIQUID TIGHT CONDUIT MUST BE / o o � � GROUN� y o�� o o �� SEALED WITH SILICONE CAULK. (TYP) � o BUSS BAR ��o 0 0 0 0�� O � �^ , ,, o o � �, �' FESS ��'Lo�, , , , � � � � , / � � � I I I I � \ \ IT IS A VIOL4TION OF LAW FOR ANY PERSON, / / � �—� \ UNLESS 7HEY ARE ACTING UNDER THE �IRECTION � � � � � OF A LICENSED PROFESSIONAL ENGINEER, � / �—� \ � � 10 ALTER THIS DOCUMENT. � 1 0O �� FINISHED GRADE � � �PROPOSED GROUND RING � � � � � DRAWN BY: CHECKED BY:APPROVED BY: � I I I � � � i � � � � RC AJD AJD BASE CONNECTION � � RFDS REV #: --- PROPOSED BOND EQUIPMENT GROUND BAR TO � GROUND RING �� # 2 GROUND GROUNDING ELECTRODE SYSTEM (TYP) �� O�1S��UC�ION H—FIRAME GROUPJDING DETAIL No scA�E � OUTDOOIR CABINIET �ROIDNDING No scn�E 3 sueMirTA�s REV DATE DESCRIPTION 12" DIA x 24" DEEP o z/zs/zz voR PeRMi1 #2 TINNED SOLID IN 1�2" MIN. LIQUID INSPECTION SLEEVE PVC TIGHT CONDUIT FROM 24" BELOW GRADE OR SOIL PIPE WITH CAP TO WITHIN 3" TO 6" OF CAD—WELD � PIPE � � OR EQUIVALENT TERMINATION POINL EXPOSED END OF � " � THE LIQUID TIGHT CONDUIT MUST BE i� SEALED WITH SILICONE CAULK. � � FINISHED GRADE � INCLUDE WARNING TAPE WITH � � �` � . � � ". � BACKFILL PER SPECIFICATIONS I I GRADE o .�j\\�j\\/\\�j\\�j\\�j\\� \�j\\/\\�j\\\\�j\\�j L A&E PROJECT NUMBER m�z'�� ///////////////// /�/�/�/ //// � � w Q \�j///////////// � ////////////\` o W ALALB00134C �� o o�� A��A��A��A� ��A��A��A��` ExoTNERMic coNNECTioN w w� � "� �V��AA��AA��AA� '� AA��AA��VA�� m�� D I SH W i re I ess L L C. � � � �V�/V�/V� ��/� V� 3/4" CRUSHE� STONE OR � PROJECT INFORMATION �'�A�jA�j / /A�" Eoun� Fi�� TEST wE�� To �o� � � �\��. A�� wi1NiN z" oF 1oP oF ��w ALA�B001 34C �i�/ / , cRouNoiNc �ooP coNoucloR o � 1 76 WES� AVE �� / � ,� i cRouNo RiNc, #z Awc // % � SOLID BARE TINNED cnowE� (1vP) � � � cRouNo RiNc coPPER coNoucloR SARATOGA SPRINGS , NY 12866 � �-- - - --� _ _ _ _ _ sHEE7 7i7�E 1iE iN10 ExisliNc � �oPPER coN�oucTOR� �IRO�JMDING D€�AI�S GROUND RING � EXTERIOR GROUND RING GROUND ROD, 1�2" MIN. x 8'-0" LONG COPPER CLAD STEEL (ERICO #625880) SHEET NUMBER G-2 TRAIMS��IOINING GROUOJD DETAIL No scn�E 4 T`�PICA� TEST GROUN� IRO� WITH INSPECTIOM SLEEVE No scA�E rj T�'�I�A� GROUND RING TREOJ�F-0 No scn�E 6 DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 EXTERNAL CLOSE� BARREL, FOR ALL BLACK HEAT CON�UCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO � TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRE� FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO—HOLE CONNECTOR BARREL BAR. ROUTE CONDUCTORS TO BUPoED 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. r ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. S�S NUT S�S NUT WII�I�SS*M 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND BEFORE MATING. S�S LOCK � S�S LOCK � WASHER WASHER 5701 SOUTH SANTA FE DRIVE 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR � � � LI7TLETON, CO 80120 DOWN TO GROUNDING BUS. S/S FLA� �� WASHER� �� 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON WASHER THE BACK SIDE. L--- -------_ L--- ------- TINNED COPPER TINNED COPPER 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. GROUNDING BAR GROUNDING BAR S�S FLAT S�S FLAT WASHER WASHER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS � �� REQUIRED. � �——— ——————— �——— ——————— � 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). S/S BOLT� S/S BOLT ��Il u O SMITH (1 OF 2) (1 OF 2) � ��% 1�16" MINIMUM SPACING 1�16" MINIMUM SPACING AIROSMITH DEVELOPMENT AIROSMITH ENGINEERING 318 WEST AVE. SARATOGA SPRINGS,NY 12866 TYPICAL GROUPJDING NOTES No scA�E � TYP�CA� EXTER�OR TWO HO�E �UG No scA�E 1 TYPICAL INTERIOR TWO HOLIE LIDG No scA�E 3 .��,OF NEW y ��?�Q,� R. J pyN�o�� NOTE: MiNiMUM oF 3 TNREnos s/s eo�T (TVP) � p O � TO BE VISBLE (TYP) � > � s/s sPUT wnsNER (n�P) � � s/s F�n1 wnsNER (1vP) 2 HOLE LONG BARREL � `rF`� 091187 �� TINNED SOLID COPPER LUG (TYP) s�s F�AT WASHER �TYP> '��FESS �P�:,,�� TIN COATED SOLID _- L�/L1 COPPER BUS BAR S S NUT TYP / ( ) iT is n viou+lioN oF �aw FOR nNv PeRsoN, uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN CHERRY INSULATOR � INSTALLED IF REQUIRED 10 ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: RC AJD AJD RFDS REV #: --- �� r��VVI��II�Il9 VV�� L U�L� �� O�1S��UC�ION �UG 9��A1� No scn�E 4 NOT IDSED No scA�E 5 NOT USED No scn�E 6 sueMirTA�s REV DATE DESCRIPTION o z/zs/zz voR PeRMi1 A&E PROJECT NUMBER ALALB00134C DISH Wireless LLC. PROJECT INFORMATION ALA�B00134C 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E �IRO�JMDING D€�AI�S SHEET NUMBER G-3 NOT I�SED No scn�E ] OJOT USED No scA�E 8 NOT USED No scn�E g DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 LOW BANDS (M1+N26) AWS � oPTioNA� - (Nz9) (Ne6+N�o+H-e�ocK) r/ HYBRID/DISCREET CABLES 3/4" TAPE WIDTHS WITH 3/4" SPACING � oRANCE PURP�E ALPHA RRH BETA RRH GAMMA RRH � LOW—BAND RRH • (600 MHz M1 BASEBAND) + PORT 1 POR7 2 PORT 3 PORT 4 PORT 1 PORT 2 POR7 3 PORT 4 POR7 1 PORT 2 PORT 3 PORT 4 ��/�� + SLANT — SLANT + SLANT — SLANT + SlAN7 — SLANT + SLAN7 — SLANT + SLnNT — SLP.NT + SLAN7 — SLANT YY (850 MHz N26 BAND) + (700 MHz N29 BAND) — OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN CBRS TECH NEGATNE SLANT PORT 5701 SOUTH SANTA FE DRIVE ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BAND) (3 GHz) ON ANT�RRH LI7TLETON, CO 80120 ORANGE ORANGE RED RED ORANGE ORANGE BWE BWE ORANGE ORANGE GREEN GREEN YELLOW WHITE (—)�PORT ORANGE ORANGE (—��PORT �RANGE ORANGE (—��PORT ORANGE ORANGE � (-)�PORT (-��PORT � N�HITE � > POR7 A�P�A SE�TaR BETA SE�TOR �AMM� SE�TOR ��O SMITH � MID—BAND RRH RED BWE GREEN ��% (Aws enNos N66+N�o) REo Reo REo Reo e�ue e�ue e�uE e�ue cReEN cREeN cReeN cREEN AIROSMITH DEVELOPMENT noo FREouENcv co�oR 10 sEc1oR BANo AIF�OSMITH ENGINEEF�ING (CBRS WILL USE YELLOW BANDS) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN 318 WEST AVE. SARATOGA SPRINGS,NY 12866 HITE HITE HPORT C- PORT PURP�E PURP�E �- P0R7 PURP�E PURP�E �_ PURP�E PURP�E COLOIR IDENTIFIER No scA�E � (-�"PORT l-�"PORT (_�HiTE POR7 ,��,OF NEW y HYBRID�DISCREET CABLES ExaMP�E � ExaMP�E 2 ExaMP�E 3 cnNis7ER �'�� R• �Q�� O�� coax�i coax #z �� 'J. iNcwoE sECTOR eANos eEiNc suPPORTEo (A�P�A) (A�P�A) ALONG WITH FREQUENCY BANDS. * � y * EXAMPLE 1 — HYBRID, OR DISCREET, SUPPORTS RED RED RED RED � ALL SECTORS, BOTH LOW—BANDS AN� MID—BANDS. BWE BWE ' EXAMPLE 2 — HYBRID, OR DISCREET, SUPPORTS GREEN GREEN RED �� CBRS ONLY, ALL SECTORS. EXAMPLE 3 — MAIN COAX WITH GROUND ORANGE YELLOW MOUNTED RRHs. � PURPLE �FESS � ;.��;� IT IS A VI�L4TI�N �F �AW FOR ANY PERS�N. FIBER JUMPERS TO RRHS LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH UNLESS 7NEv ARE ACTiNG UNDER 1NE oiREClioN OF A LICENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCUMENT. LOW—BAND HHR FIBER CABLES HAVE SECTOR STRIPE ONLY RED RED 8WE 8WE GREEN GREEN DRAWN BY: CHECKED BY:APPROVED BY: ORANGE PURPLE ORANGE PURPLE ORANCE PURPLE RC AJD AJD RFDS REV #: --- POWER CABLES TO RRHs LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW BAND RRH MID BAND RRH LOW—BAN� RRH POWER CABLES HAVE SECTOR �I �� e��e�� STRIPE ONLY RED RED 8WE 8WE GREEN GREEN VVO� �O �L U�L� �O� �O�1S��UC�ION oRnNee PURP�e oRaNCE PURP�E oRaNce PURP�E N 0 T lDS E D No scA�E 3 sueMirTA�s REV DATE DESCRIPTION RET MOTORS AT ANTENNAS ANTENNA �qNTENNA � qNTENNA �qN�ENNA � qNTENNA �ANTENNA � o z/zs/zz voR PeRMiT MID BAND LOW BAND MID BAND LOW BAND MID BAND LOW BAND RET CONTROL IS HANDLED BY THE MID—BAND RRH WHEN ONE SET OF RET PORTS EXIST ON IN IN IN IN IN IN ANTENNA. SEPARATE RET CABLES ARE USED WHEN RED RED 8WE BWE GREEN GREEN ANTENNA PORTS PROVIDE INPUTS FOR BOTH LOW AND MID BANDS. PURPLE ORANGE PURPLE Oh2ANGE PURPLE ORANGE A&E PROJECT NUMBER ALALB00134C MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-359 DEGREES PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY DISH Wireless L L C. LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH THE AZIMUTH COLOR OVERLAPPING IN THE PROJECT INFORMATION MIDDLE. WHITE WHITE WHI7E WHITE WHITE WHI7E noo nooilioNn� sEc1oR co�oR BANos FOR ALA�B001 34C EACN n��iTioNn� Mw RAoio. Reo Reo e�ue e�ue cReEN cREeN 176 WES� AVE MicRowAVE cne�Es wi�� REouiRE P-1oucN wNiTE wNiTE wNi7E wNiTE wNiTE wNi7E SARATOGA SPRINGS , NY 12866 LABELS INSIDE THE CABINET TO IDENTIFY THE RED BLUE GREEN LOCAL AND REMOTE SITE ID's. WHITE WHITE WHI7E SHEET TI7LE �� ABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CO�ES No scn�E � NOT I�SED No scA�E 4 DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 EXOTHERMIC CONNECTION � AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECNANicn� coNNECTioN ■ nc n�TERNATiNc cuRRENT �e(s) PouNo(s) � BUSS BAR INSULATOR � ADDL ADDITIONAL LF LINEAR FEET � CHEMICAL ELECTROLYTIC GROUNDING SYSTEM � AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION � TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM T AFG ABOVE FINISHED GRADE MAS MASONRY 8 AGL ABOVE GROUND LEVEL MAX MAXIMUM � EXOTHERMIC WITH INSPECTION SLEEVE � AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT WII�I�SS*M GROUNDING BAR � ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD il� 5701 SOUTH SANTA FE DRIVE ANT ANTENNA MGB MASTER GROUND BAR TEST GROUND ROD WITH INSPECTION SLEEVE i��-[�]T APPROX APPROXIMATE LI7TLETON, CO 80120 MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH � ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE � BATT BATTERY MW MICROWAVE � BLDG BUILDING � DUPLEX GFCI RECEPTACLE BLK BLOCK NEC NATIONAL ELECTRIC CODE �F No N MB R M��Rs ��O SMITH BLKG BLOCKING FWORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48—T8 I� F �� BM BEAM � NUMBER ��% L___� BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE sMOKE oE1EclioN (oc) s� eoF eo11oM oF FooliNc oc oN—cEN1ER AIROSMITH DEVELOPMENT cAe cAeiNE1 osNA occuPAlioNA� snFE1v ANo NEA�1N AOMiwslRAlioN AIF�OSMITH ENGINEEF�ING 318 WEST AVE. EMERGENCY LIGHTING (�C) � CANT CANTILEVERED OPNG OPENING SARATOGA SPRINGS,NY 12866 CHG CHARGING P/C PRECAST CONCRETE SECURITY LIGHT W�PHOTOCELL LITHONIA ALXW � CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LED-1-25A400�51K—SR4-120—PE—DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT CHAIN LINI4 FENCE x x x x COL COLUMN PRC PRIMARY RADIO CABINET ��F N��I� COMM COMMON WOOD�WROUGHT IRON FENCE z�0 ❑ ❑ ❑ ❑ CONC CONCRETE PP POLARIZING PRESERVING � wn�� sTRucTURE coNSTR coNSTRucTioN PSF PouN�s PER sounRE FooT G�'� Q,� R. JOy� •f�� Psi PouNos PER souARE iNCN � �'J. LEASE AREA _ DBL DOUBLE PT PRESSURE TREATED * 0� 0 * DC DIRECT CURRENT > Z PWR POWER CABINET PROPERTY LINE (PL) DEPT DEPARTMENT OTY QUANTITY � SETBACKS DF DOUGLAS FIR RAD RADIUS DIA DIAMETER ICE BRIDGE DIAG DIAGONAL RECT RECTIFIER �J_ � cne�E TRnv �iM �iMENsioN �� "c� ��`� 091187 �� REINF REINFORCEMENT WATER LINE W W W W W DWG DRAWING REQ'D REQUIRED � DWL DOWEL UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT ��ESS � �.�1�- UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY ii iS A Vi0L4ii0N OF LAW FOR ANv PERSON, RMC RIGID METALLIC CONDUIT UNLESS 7NEv ARE ACTiNG UNDER 1NE oiREClioN OVERHEAD POWER oNp oNP oNP oNp EL ELEVATION oF n uCENseo PROFeSsioN,o�eNciNEeR, ELEC ELECTRICAL RRH REMOTE RADIO HEAD i0 ALiER iHiS DOWMENi. OVERHEA� TELCO oHT oHT oH7 oHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT uNOERCRouNo TE�co/PowER ucT/P ucT/P ucT/P ucT/P ENc ENciNEER RWv RACEWAY DRAWN BY: CHECKED BY:APPROVED BY: AeovE cRouNo PowER ACP ACP ACP ACP ACP Eo Eoua� scN scNEou�E RC AJD AJD AeovE cRouNo Te�co ACT ACT ACT ACT ACT ExP ExPnNsioN SHT SHEET EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE RFDS REV #: --- EW EACH WAY SIM SIMILAR �� AeovE cRouNo TE�co/PowER ACT/P ACT/P ACT/P ACT/P sPEc sPEaFicaTioN WORKPOINT W P FAB FABRICATION SQ SQUARE �� FF F�N�SH F�ooR ss STA�N�Ess STEE� �O�1S��UC�ION XX FG FINISH GRADE SECTION REFERENCE X X STD STANDARD SUBMITTALS FIF FACILITY INTERFACE FRAME FIN FINISH(ED) STL STEEL REV DATE DESCRIPTION TEMP TEMPORARY FLR FLOOR o z/zs/zz voR PeRMi1 XX FDN FOUNDATION THK THICKNESS DETAIL REFERENCE X_X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE TN TOE NAIL FOM FACE OF MASONRY TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE FT FooT TOP TOP oF P�nTE (PnRAPET) TOS TOP OF STEEL A&E PROJECT NUMBER FTG FOOTING cn cnucE Tow TOP oF wn�� ALALB00134C cEN cENERATOR Tvss TRANsiENT vo�TncE suRCE suPPREssioN TYP TYPICAL DISH Wireless LLC. GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND PROJECT INFORMATION GLB GWE LAMINATED BEAM c�v cn�vAwzEo u� uNOERwRi1ERs �eoRnloRv ALA�B00134C cPs c�oeA� PosilioNiNc sys7EM uNo uN�Ess No1Eo o1NERwisE 176 WES� AVE cNo cRouN� uM1s uwvERsn� Moei�E 1E�EcoMMuwcnlioNs sys1EM SARATOGA SPRINGS , NY 12866 GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTBLE POWER SYSTEM (DC POWER PLANT) HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TI7LE NCR NANCER w/ wi�� G�N9 AN9 NVAc NEn1/vEN1i�nlioN/AiR coNoilioNiNc wo w000 ABBREVIATIONS HT HEicHT wP wEATHERPRooF IGR INTERIOR GROUND RING WT WEIGHT SHEET NUMBER GN-1 ��G�N� A��R�V�ATI�OJS DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021 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 RESPONSBLE FOR CONSTRUCTION L.L.C. AND TOWER OWNER NOC & THE DISH Wireless LLC. AND TOWER OWNER CONSTRUCTION MANAGER. � CARRIER:DISH Wireless L.L.C. 2 "LOOK UP'� - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: � TowER owNER:TowER owNER WII'@��SS.M 7HE INTEGRI7Y 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, AN��OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 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 T0: 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 570� 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 LI7TLETON, 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 RESPONSBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, � IS NOT LIMITED T0, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVI71E5 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 T0, BRACING, FORMWORK, SHORING, ETC. ��SMITH JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR S7RUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. ��% 4. ALL CONSTRUCTION MEANS AND METHO�S; INCLUDING BUT NOT LIMI7ED T0, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. AIROSMITH DEVELOPMENT THE WORK CON7AINED 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 AIFZOSMITH ENGINEEFZING AND ANY APPLICABLE INDUS7RY CONSENSUS STANDARDS RELATED 70 THE CONSTRUCTION AC7IVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 318WESTAVE. 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 SARATOGASPRINGS,NY12866 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 FIELD VERIFY THE DIMENSIONS MEASUREMENTS AND OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO , i FN ACTIVITIES ON DISH Wireless LLC. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI�TIA-1019-A-2012 "STANDARD FOR �0 �I� FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE � � INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." �P R � O DISCREPANCIES AND�OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS O � 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. � �Q� ��iS'J. � AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH � Q CHANGE OF INSTALLATION. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE * � y * EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS �ISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. � AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 7_ ALL MA7ERIALS 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 Z 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, � � ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED � O9�1S7 � 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES�AND APPLICABLE REGULATBONSMUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDIC710NAL CODES, � O�ESS � � UNLESS SPECIFICALLY STATED OTHERWISE. �� C�i= 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. iT is n viou+lioN oF �aw FOR nNv PeRsoN, uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN OF CONSTRUCTION. oF n ucENseo PROFessioN,o�eNciNEeR, 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 10 n�1eR 1Nis oocuMeN1. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER AUTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE DRAWN BY: CHECKED BY:APPROVED Bv: CONTRACTOR. EX7REME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE RC AJD AJD UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) OF INSTALLATION. FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY RFDS REV #: --- PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUI7S FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN �O� �L�O��I�G 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, DRAWINGS. �ATEST APPRovE� REvisioN. �10� �0 I�� US�� 0� �z. THE coNTRACTOR sHa�� PROTECT ExisTiNc iMPRovEMENTs, PAVEMENTs, cuRes, �AN�scAPiNc AN� sTRucTUREs. ANY �Q�1��UC�ION 12 CONTRAC70R SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETIDN OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless LLC. AND TOWER OWNER THE WORK. IF NECESSARY, RU6BISH, STUMPS, DE6RIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRiPTioN 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. o z/zs/zz voR PeRMiT 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 7HE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND�OR LOCAL UTILITIES. BASIS. 14. 7HE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCOR�ANCE WITH 7HE TECHNICAL SPECIFICATION FOR SI7E SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT 70 A SMOOTH UNIFORM GRADE PRIOR TO FINISHE� SURFACE A&E PROJECT NUMBER APPLICATION. ALALB00134C 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wlreless L.L.C. DRAWINGS AND�OR PROJECT SPECIFICATIONS. PROJEC7 INFORMATION �a. coNTRACTOR sNA�� MiNiMizE �isTURBANCE To ExisTiNc siTE �uRiNc coNSTRucTioN. ERosioN coNTRo� MEAsuREs, iF ALA�B00134C REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 176 WES� AVE �9. TNE coNTRACTOR sNA�� PROTECT ExisTiNc iMPRovEMENTs, PAVEMENTs, cuRBs, �AN�scaPiNc aN� sTRucTUREs. ANY SARATOGA SPRINGS , NY 12866 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER I7EMS SHEE7 717LE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED �ENIERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SNEET NUMBER BAS I S. 22 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN�� BE PLACED IN ANY FILL OR EMBANKMENT. DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 CONCRETE FOUNDATIONS AND REINFORCING STEEC 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 S7RAIGHTS AND SCHE�ULE 80 PVC FOR ALL ELBOWS�90s AND ALL APPROVE� ABOVE � AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. � Z UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION � psf. OCCURS OR FLEXIBILITY IS NEEDED. � 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NO7ED OTHERWISE. NO 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ' 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. WIY�I�SS.M TEMPERA7URE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI�IEEE AND THE 570� SOUTH SANTA FE DRiVE 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEC. LI7TLETON, 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 (WIREMOLD SPECMATE WIREWAY). 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM 70 ASTM A185. ALL 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 JL�\ ��SM I TH THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO �� 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 � MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUI7 SHALL BE FISHE� TO CLEAR �� 6. 7HE FOLLOWING MINIMUM CONCRE7E 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 DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED AIROSMITH DEVELOPMENT MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. AIFeOSMITH ENGINEEFeING • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 318WESTAVE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AN� PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET SARATOGASPRINGS,NY12866 • CONCRETE EXPOSED TO EARTH OR WEATHER: STEEL. SHALL MEET OR EXCEED UL 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 ��F N��/� EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR . coNCRETE NOT ExPosE� To EaRTH oR wEaTHER: BETTER) FOR ExTERioR �ocATioNs. �'�Q' ,� R• J Oy �,� • SLAB AND WALLS 3�4" 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED �� `�J� � • BEAMS AND COLUMNS 1-1�2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. � 0 y � 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 LC. AND � IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVI�E NECESSARY 7AGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE � � WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. f ��.�.�$� �� E�ECTRicA� iNSTA��ATioN NOTEs: F� t�. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 29. INS7ALL LAMICOID LABEL ON THE METER CENTER 70 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. ��ESS ��C�f= 2 CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED iT is n viou+lioN oF �aw FOR nNv PeRsoN, AND TRIP HAZARDS ARE ELIMINATED. uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN OF A LICENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCUMENT. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. DRAWN BY: CHECKED BY:APPROVED Bv: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF RC AJD AJD THE NATIONAL ELECTRICAL CODE. RFDS REV #: --- 4.z. A�� ovERcuRRENT oEvicEs sHA�� HAVE AN iNTERRUPTiNc cuRRENT RATiNc THAT sHA�� BE cREATER THAN THE sHORT ciRcuiT �0� ��0��If�G CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE P�IO� �O �� US�� O� covERNiNc �uRis�icTioN. �O�1S��UC�ION 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. o z/zs/zz FOR PeRMi1 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CON�UIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER wiTH 7vPE 7NNw, TNwN, TNwN-2, xHHw, xHHw-2, TNw, TNw-2, RNw, oR RNw-2 iNSU�ATioN uN�Ess oTNERwisE sPECiFiED. ALALB00134C 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (�6 OR LARGER) WITH DISH Wireless LLC. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJEC7 INFORMATION 11. POWER AND CONTROL WIRING IN FLEXBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS ALA�BO0134C OTHERWISE SPECIFIED. 176 WES� AVE �2 PowER AN� coNTRo� wiRiNc FOR usE iN cAB�E TRAY sNA�� BE Mu�Ti-coN�ucTOR, TYPE Tc cAB�E (#�4 oR �ARCER), wiTN SARATOGA SPRINGS , NY 12866 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 SHEE7 7I7LE BETTs (oR EQUA�). �ucs AN� wiRE NUTs sNA�� BE RaTE� FOR oPERATioN NOT �Ess TNAN �s° c (go° c iF AVAi�B�E). �€N�RAL NOT€S 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 EXPosEo �N000R �o�AT�oNs GN-3 DISH Wreless LLC. TEMPLATE VERSION 45 - 10�29�2021 GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RA�10, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL � BE BON�ED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WI7H THE NEC. � 2 THE CONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTAL 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 � ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO W��SS*M PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 570� SOUTH SANTA FE DRiVE LI7TLETON, CO 80120 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 TINNE� COPPER FOR OUTDOOR BTS. (��O SM I TH 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. ��% 8. A�� EXTERIOR GROUND CONDUCTORS BETWEEN E4UIPMENT�GROUND BARS AND THE GROUN� RING SHA�� BE �2 SOLID TINNED AIROSMITH DEVELOPMENT COPPER UNLESS OTHERWISE INDICATED. AIFeOSMITH ENGINEEFeING 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 318WESTAVE. SARATOGA SPRINGS,NY 12866 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. �Q F N��/ 12 ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. P� �O 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. ��Q� R� ��Hi�� i� 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUN� * p� O * BAR > y 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND � CONNECTIONS. � 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL � � 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND �� 091187 P�� R�N�, �N A��oROAN�E W�TH THE NE� �FESS � 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) �2 BARE SOLID TINNED COPPER GROUND - �C��= CONDUCTOR. iT is n viou+TioN oF �aw FOR nNv PeRsoN, uN�Ess 7NEv nRe ncTiNc uNOER 1Ne oiRecTioN 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTE� oF n ucENseo PROFessioNo�eNciNEeR, THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR 10 n�1eR 1Nis oocuMeN1. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL DRAWN BY: CHECKED BY:APPROVED BY: CONDITIONS, NON—METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. RC AJD AJD 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3�4" RFDS REV #/: --- NON—METALLIG FLEXBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. THE EXPOSED END �� OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). �� U�� 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE �OP�IS��UC�ION TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2�0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE REV DATE DESCRiPTioN (FERROUS OR NONFERROUS METAL PIPING ONLY�. �0 NOT ATTACH GROUN�ING TO FIRE SPRINKLER SYSTEM PIPES. o z/zs/zz voR PeRMiT A&E PROJECT NUMBER ALALB00134C DISH Wireless LLC. PROJECT INFORMATION ALA�B00134C 176 WES� AVE SARATOGA SPRINGS , NY 12866 sHEE7 7i7�E �€NIERAL NOT€S SHEET NUMBER GN-4 DISH Wreless LLC. TEMPLATE VERSION 45 — 10�29�2021