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Item 9D - PlansLOCATION MAP A �°O4 xe.r�ssa `'�,•• Gdgepal bM*pn k&K. - Q Amen P.rrn 410� � ago ms o Garlalml VICINITY VICINITY MAP SI TE® c.) DATE STRUCTURE OWNER a e� nnel N'Nf Baa MCPIWSM 6lvitrQ Dallas o ZONING: ,.yep r� Worlh SOUTHLAKE CITY RIGHT—OF—WAY —:! W., q Ma l`C�pyShop" SI TE ry - T""."""p IV Ngihi nay BJr(1: Ldkrti ,u+ra �eaa V` -'p L—I G 0 wu~_ o Erre GrarMiew 0 - VICINITY VICINITY MAP NAME/SIGNATURE DATE STRUCTURE OWNER SOUTHLAKE, TX 76092 e� AT&T PM MCPIWSM —97.131435° AT&T EE Park ZONING: AT&T RF PROPERTY OWNER: SOUTHLAKE CITY RIGHT—OF—WAY —:! W., q Ma l`C�pyShop" SI TE ry - T""."""p a Ngihi nay BJr(1: Ldkrti n•••.. x' V` -'p L—I G 0 SCOPE OF WORK INSTALL NEW NCW BLACK METAL CONCEALMENT POLE. INSTALL NCW CRAN EQUIPMENT ON UTILITY POLE. DEPARTMENT NAME/SIGNATURE DATE STRUCTURE OWNER SOUTHLAKE, TX 76092 LATITUDE: AT&T PM LONGITUDE: —97.131435° AT&T EE CITY OF SOUTHLAKE ZONING: AT&T RF PROPERTY OWNER: SOUTHLAKE CITY RIGHT—OF—WAY ANSCO PM ANSCO CM POLYGON NAME: SOULK STRUCTURE NUMBER: �@T@Tgws FA LOCATION CODE: 14808468 3012AODFLG PACE ID: MRNTX035097 PREPARED FOR: 44� t&t PROJECT MANAGER: i\mSSOCIATES SCO 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30062 PROJECT INFORMATION PENDING FINAL 1399 FEDERAL WAY E911 ADDRESS: SOUTHLAKE, TX 76092 LATITUDE: 32.945424° LONGITUDE: —97.131435° JURISDICTION: CITY OF SOUTHLAKE ZONING: N/A PROPERTY OWNER: SOUTHLAKE CITY RIGHT—OF—WAY STRUCTURE OWNER: AT&T MOBILITY APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (DBA AT&T AT&T MOBILITY) 1801 VALLEY VIEW LANE FARMERS BRANCH, TX PROJECT MANAGER: ANSCO & ASSOCIATES, LLC 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 ENGINEER: ANSCO & ASSOCIATES, LLC 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 RAJ BHATT P.E. 404-508-5700 DRAWING INDEX T-1 TITLE SHEET & PROJECT INFORMATION C-1 OVERALL SITE PLAN C-2 DETAILED SITE PLAN C-3 AERIAL MAP C-4 UTILITY PROFILE C-5 POLE ELEVATION & DETAILS C-6 FOUNDATION SPECS C-7 PHOTO SIMULATION # 1 C-8 PHOTO SIMULATION # 2 C-9 PHOTO SIMULATION # 3 C-10 PHOTO SIMULATION # 4 C-11 PHOTO SIMULATION # 5 C-12 PHOTO SIMULATION # 6 C-13 GROUNDING DETAILS C-14 SIGNAGE DETAILS C-15 TYPICAL PLUMBING DIAGRAM C-16 EQUIPMENT SPECIFICATIONS C-17 EQUIPMENT SPECIFICATIONS C-18 EQUIPMENT SPECIFICATIONS C-19 EQUIPMENT SPECIFICATIONS C-20 EQUIPMENT SPECIFICATIONS C-21 GENERAL CONSTRUCTION NOTES C-22 TRAFFIC CONTROL PLAN �N1G� v O CALL BEFORE YOU DIG TEXAS ONE -CALL 811 http://www.txonecall.com/ PREPARED FOR 111111110000 at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: —97.131435° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT #: 91000017265 SHEET NAME TITLE SHEET & PROJECT INFORMATION SHEET NUMBER T-1 ANSCO REGISTRATION # 21064 NO KNOWN NETWORK SUPPORT WITHIN 300 -FT OF PROPOSED NODE LOCATION N 300' BUFFER SET BACK EXIST. i BLDG. 1400 PLAZA PLACE EXIST. POND -- / PROPOSED NEW BLACK METAL CONCEALMENT POLE ------------�--- I _1--- -- - - =- -- - ------------t 1 1 11 111 111 11 WITH CRAN EQUIPMENT. 100 AMP/120 POWER SERVICE. ,0 ~ ~ N® k'4r EXIST. ARKING LOT Y EXIST. ♦� BLDG. i OVERALL SITE PLAN SCALE: 1"-100' ANSCO REGISTRATION # 21064 PREPARED FOR 111111111110000 at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTUREOWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY OsrRucruREFcooRDwX 76092 ATEs LAT: 32.945424° LONG: -97.131435° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT* 9100001726$ SHEET NAME OVERALL SITE PLAN SHEET NUMBER C—i SITE PLAN DEVELOPED FROM AERIAL PHOTO. CONTRACTOR TO VERIFY FIELD CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. - ROW INFORMATION SHOWN IS BASED ON JURISDICTION'S GIS DATA/ EXISTING PLATS. - CONTRACTOR MUST RESTORE ALL DISTURBED SURFACES AFFECTED BY CONSTRUCTION TO PRE CONSTRUCTION CONDITIONS. - CONSTRACTOR WILL CALL 811 FOR UNDERGROUND LOCATES PRIOR TO EXCAVATION. UTILITY LEGEND: W WATERLINE G GAS LINE P BURIED POWER TC BURIED TRAFFIC CA TV BURIED CATV T BURIED TELCO/FIBER 60_R/W (APPROX) _ =W_W_W_w=w-w—a—W_W=w—w=W_W—W -- w– SIDEWALK in W • EXIST. M/H (TYP.) mm t/W (APPROX) ______________________� 1 I 1 I 1 I 1 �I (� 1 I 1 I 1 I 1 / / / / , / / / i i / , , / EXIST. POND 1 / I 1 / I � 1 / I 1 / I 1 / I � 1 I 1 / I O � Y / PROPOSED 445' POWER ROUTE (BY OTHERS) 50° R/W (APPROX�___________— EXIST. PARKING BAY 1400 PLAZA PLACE 1 EXIST. EXIST. FIRE H/H (TYP.) HYDRANT \ I/ --------------- FEDERAL WAY mow\ aI EXIST. CATCH BASIN (TYP.) EXIST. LIGHT TWO-WAY TRAFFIC FLOW 4\ 3 POLE (TYP.) (30 MPH) \ FROM B. O. C. I WORK EXIST.goo. ZONE PARKING BAY d mCONE 50° R/W (APPROX) T SIDEWALK F —ro-) r ED DETAILED SITE PLAN SCALE: 1"-30' �s PROPOSED 8' +/- FIBER ROUTE TO EXIST. EXIST. HH (BY OTHERS) PARKING LOT PROPOSED NEW BLACK METAL CONCEALMENT POLE ❑� WITH CRAN EOUIPMENT. 100 AMP/120 POWER SERVICE. ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97.131435° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT* 91000017265 SHEET NAME DETAILED SITE PLAN SHEET NUMBER C-2 a ft I—LA M I to AERIAL MAP NOT TO SCALE PREPARED FOR atm PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY O STRUCTURE FcooRDwX 76092 COORDINATES LAT: 32.945424° LONG: -97.131435' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT* 91000017265 SHEET NAME AERIAL MAP SHEET NUMBER C-3 ANSCO REGISTRATION # 21064 100 99 98 97 96 95 94 93 PROPOSED UTILITY POLE WITH CRAN EQUIPMENT (NOT TO SCALE) 4'-3" 1 1 5-107-11'V-4" 8'-5" 39'-8" PROPOSED 1 I 150' BEND 0 0 PROPOSED 90' BEND 0 EXISTING WATER SERVICE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) - PROPOSED 90' BEND EXISTING STORM WATER PIPE EXISTING WATER SERVICE (ACTUAL DEPTH TO BE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) VERIFIED IN FIELD) 181.-7" 10'-1" 445' +/- POWER - ROUTE (BY OTHERS) 0 \_ EXISTING STORM WATER PIPE EXISTING WATER SERVICE (ACTUAL DEPTH TO BE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) VERIFIED IN FIELD) 100 99 98 97 96 95 94 93 UTILITY PROFILE -`� UTILITY POLE N EQUIPMENT SCALE) NOT TO SCALE ROUTE (BY OTHERS) 100 99 98 97 96 95 94 93 164'-3" NOTE: ALL DEPTHS AND ELEVATIONS ARE TO BE VERIFIED IN FIELD BY CONTRACTOR. EXISTING UTILITY POLE PROPOSED 90' BEND 15'-10" 100 99 98 97 96 95 94 93 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT* 91000017265 SHEET NAME UTILITY PROFILE SHEET NUMBER C-4 ANSCO REGISTRATION # 21064 NOTE: POLE SHOWN W/O OPTIONAL ACORN LIGHT POLE ELEVATION (FRONT) POLE ELEVATION (LEFT) NOT TO SCALE NOT TO SCALE ANNISTER NA I LAA RADIOS ,ON 2205 ALMENT AREA EW BLACK METAL T POLE JUMPERS FROM TENNA. ROUTED HROUGH POLE IERICSSON ICEALMENT AREA IIAN SIGN ATION SIGN N SIGN I, SHEET C-141 PREPARED FOR NOTE: RADIO FREQUENCY WARNING SIGNS SHALL BE PROVIDED AS PER APPLICABLE STANDARDS. THE RADIO FREQUENCY WARNING SIGNS SHALL ���� INCLUDE INFORMATION REGARDING THE EMERGENCYmoo, SHUT OFF LOCATIONS. NOTE: PROPOSED 25'-0' COMMSCOPE METAL METRO CELL 12 IN INTEGRATED POLE 30 FT MAX WITH EQUIPMENT SHOWN IN THE DETAILS IS ACCEPTABLE PER " STRUCTURAL FOUNDATION CALCULATIONS FOR NEW 35'-0" 5G LIGHT -POLE WITH 12"OBASE DESIGN FOR METROCELL (SSC -760239237) VARIOUS SITES THROUGHOUT DALLAS MARKET AND THE STATE OF TEXAS. • PROPOSED PWR TPLX FEED SHALL BE DELIVERED BURIED TO THE POLE • PROPOSED AT&T FIBER FEED SHALL BE DELIVERED BURIED TO THE POLE KEY NOTES: O1 DISCONNECT WITH OVERCURRENT PROTECTION O 1-1/2" UV RESISTANT SCH. 80 PVC CONDUIT FOR AC POWER SERVICE TO POWER METER. 3O 1-1/2" UV RESISTANT SCH. 80 PVC CONDUIT FROM POWER METER EQUIPMENT. ® 3/4" NON—METALLIC FLEX CONDUIT FOR AC SERVICE FROM DISCONNECT TO RRU's (TYP.). ANSCO REGISTRATION # 21064 PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK STRUCTURE NUMBER �006� STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: -97.131435' PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT* 91000017265 SHEET NAME POLE ELEVATION & DETAILS SHEET NUMBER C-5 �'4" �-- #4 TIES 0 18" O,C. •�': .r (10) #4 VERTICALS EQUALLY SPACED SECTION A 30"6x8'-2' REINFORCED CONCRETE PIER (4) tY4"6x24" THREADED RODS W/ f GALVANIZED DBL. NUTS & 3"6 ` p (MIN) WASHERS (18" MIN EMBED') 0 `M x i 1%s'xi'-4'x1'-4` BASE PLATE PLAN PACK VOID TIGHT BETWEEN Of 12"6 POLE BASE BOTTOM OF BASE PLATE AND TOP OF CONCRETE PIER W/ BAS€ PLATE (BY OTHERS) HIGH STRENGTH NON—SHRINK �/* — GROUT (28 DAY 8,000 PSI) — — — - - N _17"o BOLT "D 1, } '7 `�` / CIRCLE 86 II I (4) 15Je5"6 HOLES ! \ /,\ II II � N e�/� 1 r o SECTION �i o 2Ir IT . 12"6 POLE RASE 4"6 WEEP HOLE w OPTIONAL UTILITY (BY OTHERS) PSN °° RUN z CONDUIT OTHERS) \ 3" (BY I- c \� T(TyP) IL 1Y4%l'-4"x1.-4' BASE PLATE TYP '1\`�\�j #4 TIES a 18" O.C. 30"10 (10) #4 VERTICALS (WEEP HOLE) ELEVATION ELEVATION LIGHTPOLE PIER FOUNDATION DE -AIL SECTION g SCALE: 3/8"=1'-O" SCALEI 1/2"=1'-0" STEEL NOTES: i ALL STEEL SHALL aE CALVAN17ED PER ASTM A123 k CONFORM TO THE FOLLOWING MINIMUM SPECS.; PLATE ASTM A572 GR.50. PIPE ASTM A53 GR.B, THREADED ROD ASTM F1554 GR,55 ALL BOLTS SHALL BE GALVANIZED PER ASTM A153 AND CONFORM TO ASTM A325 U.N.O. ALL BOLTED CONNECTIONS SHALL EE EQUIPPED WITH AN APPROVED NUT --LOCKING DEVICE. ?. ALL WELDING WORK SHALL CONFORM TO THE .AWS P1.1 STRIJCTJRAL WELDING CODE ALL WELDING SHALL dE PERFORMED BY CERTIFIED WELDERS ONLY, WELDING ELECTRODES SHALL BE E70XXt 4, ALL DETAILING, FABRICATION AND ERECTION OF STRLACTURAL STEEL SHALL CONFORM TO AISC 'SPECS AND CODES, LATEST EDITION. AT H15 OWN DISCRETION, THE CONTRACTOR MAY SUBMIT DETAILED, ENGINEERED. COORDINATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ENGINEER OF RECORD TO REVIEW FCR COMPLIANCE WITH DESIGN INTENT PRIOR TO THE START OF FABRICATION AND/OR EiECTION. TOWERCOM IS ABSOLVED OF ALL LIABILITY ASSOCIATED WITH THE MISINTERPRETATION OF THE CONDUCTION DOCUMENTS IF CONTRACTOR CHOOSES NOT TO SUBMIT SHOP DRAWINGS. G. TORCH—CUTTING OF ANY KIND SHALL NOT BE PERMTTED. +' ALL BOLTS SHALL BE TIGHTENED TO A "SNUG—TIGHT" CONDITION AS DEFINE; IN AIS[ 13TH EDITION. PAGE 16.2-46. SEOTM 8,1, THE SNUG -TIGHTENED CONUITKIN IS DEFlN AS THE TIGHTNESS THAT IS ATTAIN WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONW RKER USING AN ORDINARY SPUD WRENCH TO BRIM; THE CONNE�'MD 'PILES INTO FIRM CONFACT- 8. NOTE': ALL DIMENSIONS, SECTIONS AND DETAILS OF THE EXISTIP%G STRUCTURE ARE INCLUDED FOR INFORMATION PURPOSED ONLY- THE CONTRACTOR SHALL VERIFY ALL RELEVANT INFORMATION PRIOR TO CONSTRUCTION OR FABRICATk N- FABRICATION AND/Did FIT -UP ISSUES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY PRIjQQ T^ THE START OF CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIES, ERRORS, OR OMISSIONS ON THIS SKETCH, N G N R OF t CORD IM41E[11AT'ELY FOR R' S L OIv L N WORK 'HALL ACC Mhd'Q ATE E STING CGNO ONS. EIESIGVED FOR: ,1ESIC:NEri 9r:J_EC"F NAME SSC -760239237 r1o.ftT M:II;.�aES;. OPTION A A/j �j �+ (��E� 15 INFRASTRUCTURE P A 1 T N I A f ,KEPT TRIS LIGHTPOLE PIER W/ ANCHOR BOLT DETAIL N' RWB "'E 11/15/2017 -MET N..wI,E s 1 IY{M wcA AZ - CA - CO - 10 - NM - NV - TX - UT FOUNDATION SPECS NOT TO SCALE PREPARED FOR Z �mw �-' a t & t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK [STRUCTUREN MEER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY OSTRUCTURE FcooRDwX 76092 COORDINATES LAT: 32.945424° LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT #: 91000017265 SHEET NAME FOUNDATION SPECS SHEET NUMBER C-6 EXISTING FRONT 0 PHOTO SIMULATION # 1 WITHOUT ACORN LIGHT PROPOSED FRONT .i 14 PREPARED FOR at&t PREPARED BY NSCO& SSOCIATES r POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 91000017269 SHEETNAME PHOTO SIMULATION # 1 [SHEETNUMBER C-7 t "A0660 000000 � maim `,,iiiiimimw 0� EXISTING RIGHT w" slow MM i moo 11119 T -0 1% PHOTO SIMULATION # 2 WITHOUT ACORN LIGHT PROPOSED RIGHT PREPARED FOR a t & t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER ---] 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOLITHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT*: 91000017269 SHEETNAME PHOTO SIMULATION k 2 SHEET NUMBER c -a leme i EXISTING FRONT PHOTO SIMULATION # 3 WITH SIDEARM ACORN LIGHT � A PROPOSED FRONT s PREPARED FOR I at &t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: =97.131435° DATE I REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 9100001726$ SHEET NAME PHOTO SIMULATION # 3 [SHEET NUMBER C-9 �'1 4i loi moo oil • • � mow M ows r ' � T EXISTING RIGHT r ,r moos Fi R\ t 44 PHOTO SIMULATION # 4 WITH SIDEARM ACORN LIGHT PROPOSED RIGHT PREPARED FOR a t & t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME PHOTO SIMULATION /j 4 [SHEET NUMBER C-10 4r 4b -.014 imalb EXISTING FRONT PHOTO SIMULATION # 5 WITH TOP MOUNTED ACORN LIGHT -.* C-1 PROPOSED FRONT PREPARED FOR at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BYE JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME PHOTO SIMULATION # 5 r SHEET NUMBER C-1 ft. C V 107 NI r' KIIJN I PHOTO SIMULATION # 6 WITH TOP MOUNTED ACORN LIGHT -PROPOSED- RIGHT ROPOSEDRIGHT l -%"u �wp 0' ztl.ftF� a t & t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT 32.945424° LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME PHOTO SIMULATION N 6 [SHEET NUMBER C-12 POLE BARE #6 SOLID GROUND WIRE NIZ IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT 5/8" x 8' SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD GROUND ROD. SEPARATION BETWEEN GROUND 24"-36" RODS MUST BE AT A MINIMUM DISTANCE OF 8'. GROUND ROD DETAILS EQUIPMENT BRACKET CONDUIT FOR EARTH GROUND TO SMALL CELL BRACKET 5/8" x 8' GROUND ROD BARE #6 SOLID GROUND WIRE '8" GROUND ROD CLAMP TH SHEAR HEAD 5/8" x 8' GROUND ROD CONNECTION TO GROUND ROD ANTENNA NECT CONDUIT FOR EARTH GROUND TO POWER METER GROUNDING SCHEMATIC GROUNDING DETAILS NOT TO SCALE GROUND LUG COMPRESSION LONG BARREL CONNECTOR BLOCK BARE #6 SOLID GROUND WIRE (TYP.) .MULTIPLE GROUND CONNECTIONS ERICSSON AC GROUNDING DOUBLE LUG COMPRESSION LONG BARREL CONNECTOR BARE #6 SOLID GROUND WIRE CONNECTION TO EQUIPMENT BRACKET THROUGH AC ROUND LUG PREPARED FOR a t & t PREPARED BY NSCO Sso!ES r POLYGON NAME SOULK rSTRUCTURE NUMB ER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME GROUNDING DETAILS SHEET NUMBER ANSCO REGISTRATION # 21064 C-13 A CM , !ON ATRT operates anlennas on this stricture. BEYOND I HIS POINT radia frequency (A) flelcs may exceed the 1" orcupalional limits. ; FOLLOW SAFETY GUIDELINES FOR WORKING IN AN RF ENVIRONMENT. Contact A t& t at BOU-838-2822 and Hollow Its instructions prior to working wttllin TWO (2) feel at AT&T's antennas. THIS IS AT&T Site am 4" AT&T Mobility operates teIrcornmunications antennas at or near the top of this structure. Obey guidance contained in additional signage near antennas. Contact AT&T Mobility at 840-638-2822 for further information regarding AT&T Mobility's antennas. This is AT&T Mobility site ' atact IN CO 6. The custodian of this station license is AT&T Mobility fccmw@att.com 1-855-599-7073 .� atA ; AT&T WARNING SIGNS NOT TO SCALE PREPARED FOR at&t �, 9-F � PREPARED BY 11 NSCO & SSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMB ER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97.131435° DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BY. JUSTIN JONKER PROJECTn: 91000017265 SHEET NAME SIGNAGE DETAILS SHEET NUMBER C-14 E// Pico — urban/suburban #?+ A ui s N A A ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER RET TYPICAL PLUMBING DIAGRAM NOT TO SCALE PREPARED FOR at&t PREPARED BY NSCO & A \A SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97,131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT#: 9100001726$ SHEET NAME TYPICAL PLUMBING DIAGRAM [SHEETNUMBER C-15 0 C A 3 2 CANISTER ANTENNA 3saO"(10IN DIA X24 IN TALL SHOWN) 29E9" I ANTENNA MOUNT OPTION (INSIDE CONCEALMENT) RAD CENTER "' IN PART NUMBER OPTIONAL LUMtNAiRF ARM (ATTACHMENT PRESENT p BOTH SIDES, COVER PLATES PROVIDED WHEN NOT USED) 250" 24'0" L '^ LAA/CBRS RADIO CONCEALMENT MODULE POLE TRANSITION COVER 016" 8 012.0 BASE— �If�ll 40" METER 0 ANTENNA ACCESS PORT HOLE (INTERNAL a -HOOK PRESENT FOR CABLE SUPPORT OPTIONS) ACCESS PO RT FOR 5G OR SMART CITIES DEVICES _a C WIRELESS EQUIPMENT POWER METER ACCESS I - MAIN DISCONNECT ACCESS -II 4X 0 1.25 ANCHOR AC LOAD CENTER BOLTS ON 17" BC _r ACCESS 17 POWER AND WIRELESS —I EQUIPMENT BASE MODULE a 16 m 0 INPUT ACCESS PORT (GROUND BAR LOCATED SASEFLArfMOUNTING BEHIND PORT) ANTENIUA AADUHT OPTIONS CQL!QR QETIONS ('x" IN FART NUMBER) ("v" IN PART NUIMBER] 'A" BIN DIA {VV5SP. GAMMA NU ) GALV PALE/LIGHT GREY COMPONENTS "B" 12IMDIA (NNVVSSP) "M"LIGHT GREY (RAL 7035) r W IOIN DIA (GALT P64W, GQ2140 7GREEN (RAL 6005) ' K" 14-15IN DIA (AMP. GALT) '7BLACK C7' 14.151N DIA (GAMMA Nu "'4' BROWN {RAL 90141 "5" BEIGE -GREY (RAL 7006) A A 7'METALLIC SILVER 1 "W"'PURE WHILE ----=d------ ------------ "C" FAUX CONCRETE A Ant9atop cad LPadkal�n o ed tapwbt gp pa* alGmpadl4HaekaM4m+a a a.GAw+eH.pacja*r".••F,n $SC76023931 YV7l P.M ALt.7:MEH$R)NS AR'! N 4^_49 a OS. � -- � METRO CELL. 12 IN INTEGRATED POLE SOLATION, 30FT MAX wRAOCES UNLESS TRsRWSc_S►EQ' n .! % jz .12 ANGLES I? i 06 WC04MS ti (12 Iqh r 331 8E17S10N. /�/jjj C iEMC1+F. SR1RRS h CALEB[ JC'%W A �j� l ■ � O -O P C' o(iNOTSCAr.ETFLPAInT �,�f Y A 3 f B A POLE SPECIFICATIONS NOT TO SCALE POINER MErf EATON 1.S0A flun?. 026CH ^. 1 Rf_;iNf]VfAE[.f ACCESS PAN@, �. "1 ACCESSPAN6L f ASAIN D6CONNfC }" cavarRlB,ues .accfssQacu� 4� AccoALrefNrf IF II SG7fJARF-P#00616LJpaPB �- - ACCESS A7OR—NiE - GROVNDBAR S POWER-gCnON w a..eaoaue atna+ne METRO CELL 121N HTERATEC MILE SCIUMkd. TETT MAA .b4, - a olA COI Y 1I Y SCOFF tt�Ld6lbaHle�Ra 4 1 Y 1 ' . I PERFORA JED COMMSCOPE CBC.14231-431sT vENiN.AnON RWSPC561P1E%13t o �,. _ ,AREA tlN SJRUCTI.'Rf _ f AW I --� +1 xtGla _ s MkbtaY 4�] d0 �it4f1J+246 Llan Ij I ACJIVf RAW E4LdoMEW7 SFC7JON ERC+CRU 27e 1.122V22W.W AON —1.1l a,- commsc PE PREPARED FOR at&t PREPARED BY AlkNSCO & ASSOCIATES r POLYGON NAME SOULK [STRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: —97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT#: 91000017269 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-16 PERFORAlfP PER NAA vEN1±LM1>PON VREA(ON ST AREA ON STRl1CiI.PFF AREA ON D00k MOUW ANG BRACKET f' L, FRC RRdl2a79i22U5!?1L15 ` k +1 xtGla _ s MkbtaY 4�] d0 �it4f1J+246 Llan Ij I ACJIVf RAW E4LdoMEW7 SFC7JON ERC+CRU 27e 1.122V22W.W AON —1.1l a,- commsc PE PREPARED FOR at&t PREPARED BY AlkNSCO & ASSOCIATES r POLYGON NAME SOULK [STRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: —97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNED BY: JUSTIN JONKER PROJECT#: 91000017269 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-16 gamma nu I!11!1111r rIE/{I1r61Mi 1. Antenna Spec Sheet Antenna for Advanced Mobile Communication opamma nu Frequency Range Connector Type 8 Quantity 1695-2400 3550-3700 5150-55925 Gain (dBi) Bottom Antenna Dimension (H x D) 9.0 5.5 5.5 HPBW (-) 12.0 1 5.5 Wind Load ((&_100 mph) 360 360 360 Model No. 150 ed) OYZ9X360F70 Lightning protection Direct Ground Radorne (Calor) Gray Product Environmental compiiance Frequency Range (MHz) 1695-1850 1850-1910 1910-2180 2300-2360 3550-3700 5150-5925 Gain fdBh 8.0 8.5 9.0 8.5 5.5 5.5 Horizontal Pattern: Azimuth Beam width (°? 360 360 360 360 360 360 Gain OMNI Deviation (dB) 3.5 5 5 5 6 7 Cross Polar Discrimination at Boresight (dB) 15 15 15 15 8 6 Vertical Pattern: Elevation Beam width (') 20 18 17 16 33 22 First Upper Side Lobe 11 11 11 11 8 9 Suppression (dB) Fixed Down Tilt (Factory setting) 0, 5 (optional) In -Bard Cross Polar Ports Isolation (dB) 20 20 20 20 20 20 Inter -Band Ports Isolation (dB) 25 25 25 25 25 25 VSWfi - 1.5: 1 fTYlr) rt 1.5: 1(Typ.) 1.7 : 1(Max.) Polarization +45 s 45 +46 +45 45 t 45 Intermodulation IM3 (dBc) -153 - - Impedance (Q) 50 Max. Effective Power pet Port 100 1170 100 Values based on NGMN-P-BASTA requirements Mechanical Sperflications Connector Type 8 Quantity 4.3-10 x 4 4.3-1.3 x 4 4.3-10 x 2 Connector Position Bottom Antenna Dimension (H x D) (inch 1 Rini) 23.6 x 0 7.9 I 600 X 0 200 Weight (without Mounting Kit) (1b) kg) 12.0 1 5.5 Wind Load ((&_100 mph) (N} 142 Max. Wird Speed (Survival Wind Spe (mph) 150 ed) Lightning protection Direct Ground Radorne (Calor) Gray Product Environmental compiiance ROHS compliant Antenna for Advanced Motile Communication 2. Antenna Pictures ANTENNA SPECIFICATIONS NOT TO SCALE � a t & t PREPARED BY NSCO8c SSOCIATES r POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: —97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME EQUIPMENT SPECIFICATIONS r SHEET NUMBER C-17 RADIO 2203 T..—Re b 2203 es part of era! icashn Rada System p0mdi4. Rad'lo 2243 has best n class design, swspn0r redo p.m.�Tenoe an4"'ff—y anon a rumen —4— 3GP radio proGurls. Rada 2M M.. by use 0145 smaa ant -m d­ap,h supp.d ror a 'we rang. at mounting ecenar0e a SMs aa�nneonrg 11-01Iuy rritlan r;s product[ -2-1 Wid,rhe Radom 22.33. 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Carriw capaciTy WCOMA: LL T e J)rJr.A Sr•eT:if Talions Radio 2203 FREQUENCY BANDS B.M.: 3GPP Bands 01 (W&J, B3 ¢), 63C (WIL), 68 (M1L), BMA ^Lj. 135 (WI). BZB25 IWIL., 812( S, B 13(LY and 87 (L), HVI CAPACITY Carriw capaciTy WCOMA: Up W 4 mmem Camey capacity LTE: Up W 40 MHz IBW: B1, 63 and B66A 4S MHz. 62!625 and 87 40 MHz. 63C, 68, e6, B12 and1313 Full band MIMO: Yes. 27+2R 0.1pu1.Ower. Up 102 x 5 W INTBRFACE SPECIFICATIONS Ammar arms: 2 x.4.3.10 if) CPRI. 2 x 2. Wla GODS (0x0ang"1OI* SFP Ingdulasl OpalGel mdKainrS Ekternal alnanS 2 F,ald n—hd 1 MECHANICAL SPECIFICATIONS W x H z O: 200 mm x 200 mm x 100 mm, includeng —ling brackel and esthellc ream rpver WaighL 14.5 kq Vptume: 4 1 Mh hng: Well and pd lnwht ELECTRICAL SPECIFCATIONS Power Seopply: 48 VOC pr 100- 250 VAC ENVIRONMENTAL SPECIFICATIONS Normal apae"1" 1emp,: •40'C Ib •55'C (Opld Stan al 4Q C) Relatinh Hurnkply 5 • 10048 EnvirdnT4anl: Outdhr dlim wilh IP05 ERICSSON RRU-2203 DETAIL NOT TO SCALE I RADIO 2205 LAA GRAN Project ) Unlicensed hand in 5GHz (515OMHz-5875MHz) > 3GPP: B46AJD > IBW:60MHz > Up to 3 LTE carriers 20MHz > Support 2TX/2RX > Output Power: > 2 x 500mW > Up to +36dBm. EIRP with internal antenna > Size: 4L Taft > Weight: 4Kg > 2X1 OG CPRI > Power supply: AC or DC ERICSSON RRU-2205 DETAIL NOT TO SCALE PREPARED FOR at&t r PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: -97,131435° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 9100001726$ SHEET NAME EQUIPMENT SPECIFICATIONS [SHEET NUMBER C-16 Product datasheet Q02100BRRB Characteristics 51a SCF rtige IN 5'r B hHcZ' Schneider 1I Electric MAIN DISCONNECT DETAIL NOT TO SCALE Product datasheet Q0816LIOORB Characteristics LOAD Center QO MLO 240V 100A 1 PH 8SP Main Product or component type Load Center Range of product Main Load center type Main lugs Product or component type Enclosure 100A Number a1 spaces Range of product 00 Short-circuit Current 10 kA Enclosure type Enclosure 16 Number of tandem circuit breakers Line Rated Current 100 A Phase 1phase Number of spaces 2 120!240 V AC Short-circuit current 22 kA 5 Material Number of circuits 2 / Number of tandem circuit 0 ti Surface finish breakers Box number Phase 1phase Complementary UL listed . f goo NEMA degree of pro lection NEMA 3R outdoor 3f Cover type Surface cover F 4 Device composition Grounding bar (ordered separately) n Material Tin plated copper busbar FE Enclosure material Welded galvannealed steel tqz Surface finish Baked enamel grey IX dI Box number 10R Product certifications UL listed 2 Height 13.19 in (335 mm) a Offer Sustainability Width $.93 in (1 T6 mm) Compliant - since 1423 - Schneider Electric declaration Compliant - since 1423 - Schneider Electric declaration of conformity �r Environment°p$ *3 Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold 49 L+ Offer Sustainability is Available Available 9 Not Green Premium Not Green Premium ke N R product product $ Compliant - since 1423 - Schneider Electric declaraLon Compliant - since 1423 - Schneider Electric declaration of conformity 8 g of conformity c' Available Availablei E Need no specific recycling operations Need no specific recycling Operations *$ fs WARNING: This product can expose you to chemicals Inducting: WARNING: This product can expose you to chemicals including: $ For more information go to www.p65warnings.ca.gov For more information go to www-p65warnings.ca.gov a e Lead and lead compounds which is known to the State Lead and lead compounds which is known to the Slate of California to cause cancer rJ of California to cause cancer and birth defects or other and birth defects or other reproductive harm. i reproductive harm. a 1.0 For more information go to www.p$5warnings.ca.gov FOr more information go to www.p85warnings.Oa.gov O itg Contractual �4arraniv H -11I Schneider �[ [I IC period 18 months EWarranty M 8i; 51a SCF rtige IN 5'r B hHcZ' Schneider 1I Electric MAIN DISCONNECT DETAIL NOT TO SCALE Product datasheet Q0816LIOORB Characteristics LOAD Center QO MLO 240V 100A 1 PH 8SP Main Product or component type Load Center Range of product 00 Load center type Main lugs Line Ratec Current 100A Number a1 spaces 8 Short-circuit Current 10 kA Number ofcircuIIs 16 Number of tandem circuit breakers 8 Phase 1phase System Voltage 120!240 V AC Complementary AWG,gauge AWG 8_.AWG i (aluminiumfoopper) S NEMA degree of protection NEMA 3R outdoor Golfer type Surface cover Electrical connection Lugs Device composifion Grounding oar (ordered separately) Electrical connection Lugs Wiring configuration 3 -wire a ldpr 5 Material Tin plated aluminium bulbar Enclosure material Welded gaIvan nealed steel ti Surface finish Baked enamel grey Box number 2R`: Product certifications UL listed . f goo Height 12.94 in (321 mm) S,_B n Width 8.9 in (226 mm) o g4-�L to s FE tqz Environment IX dI a Offer Sustainability Green Premium product Green Prenium product Compliant - since 1423 - Schneider Electric declaration Compliant - since 1423 - Schneider Electric declaration of conformity gapt g $ Of conformity *3 Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold is Available Available 9 Need no specific recycling operations Need no specific recycling operations ke N R WARNING: This product canexpose you to chemicals WARNING: This product can expose you to chemiCSis including: a � o F including: 8_ >8ffi�F Lead and lead compounds which is known to the State Lead and lead oornpounds which is known to the State of Califorva to cause cancer L a ay. of California to cause cancer and birth defects or other and birth defects or other reproductive harm. g� reproductive harm. op For more information go to www.p65warnings.ca.gov For more information go to www-p65warnings.ca.gov a e S Sc y Cuv Conlrilctunl watumlly Warranty period 18 months O 4 �YJV, ynG�i C� Schneider �[ [I IC AC LOAD CENTER Q0816L100RB DETAIL NOT TO SCALE PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NO BER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: —97.131435° DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDRY: JUSTIN JONKER PROJECT#: 91000017265 SHEET NAME EOUIPMENT SPECIFICATIONS [SHEET NUMBER C-19 F.,T*N Powering Bcrsiness Worldwrdv Eaton) meter socket UTRS502BCH UPC : 782 1 1 3684024 Dimensions. • Height: 14 IN • Length. 4.38 IN • Width: 8 IN Weight:10 LB Warranties: • f=awn Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: Single -position residential service • Amperage Rating: 150A • Feed Type: Overhead • Hub Type: 3-5116 in hub opening • )vine: #8-250 kcmil • Number Of Jaws: Four -jaw • Phase: Single-phase • Number Of Sockets: 1 • Number Of Wires: Three -wire • Security: Ringless • Voltage Rating: 600V Supporting documents: • Dimensional Drawing - SKT 150A 1P HO • Eatons Volume 1 -Residential and Light Commercial • Single Meter Sockets • Metering Equipment - Utilities Servicing Texas Certifications: • UL Listed Product compliance: No Data POWER METER UTRS502BCH DETAIL NOT TO SCALE pe.eatcn.com PREPARED FOR JV at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424' LONG: -97.131435' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY. ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 9100001726$ SHEET NAME EQUIPMENT SPECIFICATIONS SHEET NUMBER c -2o GENERAL CONSTRUCTION THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT 56, 61. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". PREPARED FOR 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 28, ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE LABELING STANDARD" ND -00027 LATEST VERSION. GENERAL CONTRACTOR - ANSCO & ASSOCIATES SITE AND DISPOSED OF IN A LAWFUL MANNER. 62. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT CONTRACTOR: (CONSTRUCTION) DESIGNEDBY: JUSTIN JONKER 25. DISTANCES NOT TO EXCEED 4'-0" OC. 57. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". OWNER - AT&T 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS ^ + n SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO 63. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND A ` JNA 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, PAYMENT. GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON 64. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. SHEET NAME FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, PREPARED BY THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. GENERAL CABLE AND EQUIPMENT NOTES 59. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 32 STRUCTURES LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T CONSTRUCTION NOTES 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD 65. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE fil ^O 4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM AND MODELS PRIOR TO INSTALLATION. NSC NS REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 66. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SHEET NUMBER PERFORMANCE OF WORK. PRE -APPROVED BY THE LOCAL JURISDICTION. RECOMMENDATIONS. ASSOCIATES C-21 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AT&T AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS "TECHNICAL 67. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. SITES" AND SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE DISTRIBUTION/ROUTING. POLYGON NAME CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND SOULK LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR 68. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF 7. PLANS ARE NOT TO SCALED. THESE PLANS ARE INTENDED TO BEA DIAGRAMMATIC OUTLINE ONLY UNLESS IMMEDIATELY. ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. STRUCTURE NUMBER OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 006 EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE 69. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: STRUCTURE OWNER RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE A. TEMPERATURE SHALL BE ABOVE 50°F. DETAILS ARE INTENDED TO SHOW DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 8. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PROCEEDING WITH CONSTRUCTION. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. PRIOR TO PROCEEDING WITH WORK. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. AT&T MOBILITY 38. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 70. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ANTENNA MOUNTING DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR STRUCTURE ADDRESS COMPRESSION. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL1399 39. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222 OR APPLICABLE FEDERAL WAY PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. LOCAL CODES. 71 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SOUTH LAKE, TX 76092 SPECIFICATION & RECOMMENDATIONS. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDINGSTRUCTURE 40. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC COORDINATES OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. ROW STAND ALONE CONSTRUCTION NOTES ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. LAT: 32.945424' 41. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 72• NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. "ZINC LONG: -97.131435' -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 73. 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE ARMS (NO CABLE ON TOP OF ARMS). WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS 42. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. DESIGN REVISIONS INDICATED ON THE DRAWINGS. 43. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO 74. USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. MANUFACTURER'S RECOMMENDATIONS. 75. PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT ANTENNA, WHICH IS CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. " 44. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 24 [ ] AWAY FROM CENTER OF POLE. 61M 14. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR 45. NOT USED. 76. USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. TO BEGINNING CONSTRUCTION. 46. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 77. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE COMMENCEMENT OF WORK. NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- DISCONNECT, METER, AND ANTENNA BOXES MUST BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD 0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246. 103-235, "SUPPLY AND COMMUNICATION EQUIPMENT" 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. TORQUE REQUIREMENTS SEE ONCOR STANDARD SHEETS 103-106, 103-115, AND 103-116 FOR ADDITIONAL REQUIREMENTS. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 47. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. THE DESIGN AND MOUNTING REQUIREMENTS OF ALL ANTENNAS MUST BE APPROVED BY ONCOR ELECTRIC DELIVERY - DISTRIBUTION STANDARDS PRIOR TO INSTALLATION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE 48. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED SITE AND/OR BUILDING. IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. ANTENNAS SHALL BE INSTALLED ON TANGENT POLES ONLY. ANTENNAS SHALL NOT BE INSTALLED ON EQUIPMENT POLES. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. ALL POLES MUST BE BUCKET TRUCK ACCESSIBLE. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. CONSTRUCTION UNTIL JOB COMPLETION. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. THE MINIMUM SIZE OF ALL ANTENNA POLE WILL BE ANSI CLASS 3. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL 49 ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 50. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK 51. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING IS BEING COMPLETED DURING CONSTRUCTION. HARDWARE IS NO LONGER LOOSE. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, 52. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 53. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) COAXIAL CABLE NOTES TRENCHING & EXCAVATION. 54. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 55. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. DATE REVISIONS 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT 56, CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM PREPARED BY OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. LABELING STANDARD" ND -00027 LATEST VERSION. APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL 57. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL PROJECT* 91000017265 JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 58. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. SHEET NAME SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, 59. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. GENERAL CONSTRUCTION NOTES 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN 60, CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL LABELING STANDARD" ND -00027 LATEST VERSION. SHEET NUMBER PRE -APPROVED BY THE LOCAL JURISDICTION. C-21 ANSCO REGISTRATION # 21064 TAPER LENGTH CRITERIA. Type of Toper Taper length MerglnTaper at toast L Sh1fUnQTapar al least 0.5 L Shoulder Tapar at bast 0.33 L One -Lane, Two -Way Traftle Toper 80 feet minimum, 100 fact maximum Downstrearn7apar60 fad milnlmum, 100 fuel rrrllxtrrlurlr Table SH -3. Suggested Advance Warning Sign Spacing Road clpSslll+ffl (I Posted Spend (MPH) Sw1i nS51ac111q "X" (FW) t—milw,a 14i9hr1ai' 25 100 m 120 35 150 a4 ;lra 4s 32.0 so 400 55, Soo Gr 600 65• 700 ?w w 75, 400 w 1000 fa> rrnerrly Ail Sprem.. sir Typical Apel lemiolm U,,:I-,, -7-1 ligne s .Jd ne inereeeed 10 near 15001- - ndve - —-9. {bee &-ii- aC.04.07j ,'• ol.rame beh~n elgml cAe Id w ii -N acrd to 1— 1e2 mile ar marc adranc. wamlr y iSee section 6G_0405) Table 6H-4. Merging Taper lengths and Spacing of Channeffzing Devices W. Rax. tial readied alt. L = L*as»a nr,n,,,r (A.1) W : rroan a an" jF.Q s= ra.wd sp. ' (UMJ SIDEWALK CLOSURE C a > <FLAGGER AHEAD 120' 1 120' TRAFFIC CONTROL PLAN NOT TO SCALE r�0F II I I EXIST. BLDG. PREPARED FOR u a t M r PREPARED BY NSCO & ASSOCIATES r POLYGON NAME SOULK rSTRUCTURE NUMBER 006 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1399 FEDERAL WAY SOLITHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.945424° LONG: —97.131435° DESIGN REVISIONS DATE REVISIONS • PREPARED BY APPROVEDBY. ANSCO & ASSOCIATES DESIGNEDBY: JUSTIN JONKER PROJECT#: 9100001726$ -SHEET NAME TRAFFIC CONTROL PLAN r SHEET NUMBER Illlll C-22