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HomeMy WebLinkAbout10151676.pdfIF USING 11 " X17 )I PLOT, DRAWINGS WILL BE HALF SCALE SITE INFORMATION OWNER: HAROLD S. FINDLEY 1978 TRUST 9905 ARRINGTON AVE, DOWNEY, CA 90240 OWNER SITE I.D.#: APPLICANT: SPRINT 6580 SPRINT PARKWAY OVERLAND PARK, KS 66251 CONTACT NAME: IRIS ALFINO PHONE: (913) 794-3320 SITE ADDRESS: 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 COUNTY: ORANGE COUNTY LATITUDE: 33' 44' 26.15'* N LONGITUDE: 117' 51' 10.08" W AREA OF CONSTRUCTION: 362,5 SQ. FEET CURRENT ZONING: COMMERCIAL GENERAL ZONING CLASSIFICATION: ZONING JURISDICTION-, CITY OF SANTA ANA OCCUPANCY TYPE: B CONSTRUCTION TYPE: V—N AMSL: 116' A.P.N. 011-312-03 POWER COMPANY: SCE TBD TELEPHONE COMPANY: TBD TBD :NTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANICAPPED ACCESS NOT REQUIRED CONTACT INFORMATION BLACK & VEATCH CORPORATION 11401 LAMAR AVE. OVERLAND PARK, KS 66211 CIVIL ENGINEER: KIM WAGGONER (913) 458-2431 SITE ACQUISITION: DEB BENNETT 913-458-2236 CONSTRUCTION: MARTY ALLEN 949-788-4231 EXT. 231 ELECTRICAL ENGINEER: TIM ARMINTROUT 913-458-7385 RF ENGINEER: CESAR TANSENGCO 949-523-5884 SURVEYOR: CALVADA SURVEYING, INC. 909-280-9960 "'0 Afl"�IUEDJPO!'t 8ffirllz w na uission f m Luau. VI �jv Tow[ 9 [610, all I FLOCT ki 18 R a r� N�- 'J 8121, t R h u a e o� lillssion, ""Tom the "vem") %'a u"wt.5"t, "o ol A n p�f S,,'All NOT a �u a 0 f, o f any pi`.aivisions of Mnd'Y 0"#fy IV< Acc,sepliad By I,-) <2 i­i P P y 4,J _�j /kfp"vA" ReA p tTu 4 17"— COMMENCING FROM SPRINT OFFICE IN IRVINE: TAKE VON KARMAN AVE. (NORTHEAST.) (RIGHT) ON MAIN ST. (LEFT) ONTO JAMBOREE RD. PROCEED NORTH TO 1-5 (NORTH.) EXIT GRAND. TAKE GRAND SOUTH TO CHESTNUT AVE. TAKE A RIGHT (WEST) ON CHESTNUT TO SANTA FE. TURN LEFT (SOUTH) TO 601 3/4 S. SANTA FE. SPRINT REPRESENTATIVE: SPRINT RF ENGINEER: SITE OWNER: DRAWING A rNmWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET j - -7 T-2 RF INFORMATION LS-1 SURVEY A-1 SITE PLAN A-2 ENLARGED PLANS A-3 SITE ELEVATIONS A-4 SITE ELEVATIONS A-5 SITE DETAILS A A-6 SITE DETAILS A-7 EQUIPMENT DETAILS S-1 EQUIPMENT SLAB DETAILS S-2 EQUIPMENT SLAB DETAILS ;2 E-1 RACEWAY PLAN E-2 ELECTRICAL DETAILS G-1 GROUNDING PLAN G-2 GROUNDING RISER DIAGRAM G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS G-5 GROUNDING DETAILS L-1 LANDSCAPING PLAN L-2 LANDSCAPING & IRRIGATION DETAILS 0 A DO NOT SCALE DrxmWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 THREE WORKING DAYS BEFORE YOU DIG S p rmt 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 Ls BLACK & Vwt"ATCH 1', CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 140408 DRAWN 8 KNS ICHECKED BY. KDW I 11 �"mml 1 11/04/05 ISSUED FOR PERMIT 0 08/04/05 ISSUED FOR PERMIT REV DATE DESCRIPTION V D J. I,- ISH rn No.63067 rn Exp. 6/30/06 CIVIL OF C IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OG60XC671—D BLUEBIRD TOWING 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 RAWLAND—MONOPALM SHEET TITLE TITLE SHEET SHEET NUMBER Tml gggy�"C' vivo, sm PREPARED BY: US TITLE SEARCH INC, ORDER NO,: 4835 REPORTED DATE. MAY 5, 2004 Legal Description THE LAND REFERRED TO HEREIN IS SITUATED IN THE CITY OF SANTA ANA, STATE OF CALIFORNIA, COUNTY OF ORANGE DESCRIBED AS FOLLOWS: LOT 8 OF TRACT MAP NO, 5739 AS SHOWN ON A MAP FILED IN M.M.207140, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY STATE OF CALIFORNIA. Assessor's Parcel No. 011-312-03 BEING A 12.00 FEET IN WIDTH STRIP OF LAND, LYING WITHIN LOT 8 OF TRACT NO. 5739, AS SHOWN ON A MAP RECORDED IN BOOK 207, PACE 39 AND 40 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. THE CENTER LINE OF SAID STRIP IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF LOT 8, POINT BEING ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 2715.08 A RADIAL LINE BEARS N5030'12"E THENCE NORTHERLY ALONG SAID CURVE 10,94 FEET THROUGH A CENTER ANGLE OF 0'17'47" TO POINT OF BEGINNING, THENCE N5030'12"E 142.56 FEET THENCE IV36-4955"W 51.17 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A" BEGINNING AT POINT "A" DESCRIBED ABOVE, THENCE S5321'49"W 7.00 FEET, THENCE N36,38'11"W 29.00 FEET THENCE N53*21'49"E 14.00 FEET, THENCE S3638'11"E 29.00 FEET THENCE S5321'49"W 14,00 FEET TO SAID POINT "A" CONTAINING 406 50 FEET Geographic Coordinates as Shown g . 1927 DATUM: LATITUDE 33* 44' 26.09" LONGITUDE 117' 51' 06.88" 7983 DATUM: LA T1 TUDE 3J' 4 4' 26.15 " L ONCI TUDE 117* 5 1' 10. 08 Date of Survey JUL Y 01, 2004 Basis of Bearings STATE PLANE COORDINATES OF 1983 (NA083), CALIFORNIA ZONE 0. Bench Mark BENCHMARK NO. 33-73-68, ELEVATION = 116.76 FEET (NAV988). COMUNITY PANEL NO, 06059C-0029-F ZONE: X DATED: JANUARY 3, 1997 PER F E. M. A. NOT IN A 100 YEAR FLOOD ZONE. Certification I CERTIFY THAT LA T/ TUDE OF 33*4426.15 " AND THE L ONGI TUDE OF 1175 1'/ 0. 08 ARE ACCURATE TO WITHIN +/— 50 FEET HORIZONTALLY, AND THAT THE SITE ELEVATION OF 177' AMSL IS ACCURATE TO WITHIN +1-20 FEET VERTICALLY. THE HORIZONTAL DATUM (COORDINATES) ARE BASED ON THE NORHT AMERICAN DA TUM OF 198J (NAD 83) AND ARE EXPRESSED IN DEGREES, MINUTES AND SECONDS TO 7HE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM (HEIGHTS) ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE DETERMINED TO THE NEAREST FOOT WITTTTN� 2) A QUITCLAIM DEED RECORDED MARCH 30, 1993 AS INSTRUMENT NO. 93-0207227 O.R. (NOT PLOTTED, L YING WITHIN A T&SF RAIL WA Y RIGHT OF WA Y) J) A GRANT DEED RECORDED MARCH 30, 1993 AS INSTRUMENT NO, 93-0207227 0. R. (NOT PL 0 TIED, LYING WITHIN A T&SF RAIL WA Y RIGHT OF WAY) 5) A CORRECTION QUITCLAIM DEED RECORDED SEPTEMBER 16, 1993 AS INS TRUMEN T NO, 93- 0624 724 Q.R. (NOT PL 0 TIED, LYING WITHIN A T&SF RAIL WA Y RIGHT OF WAY) 6) A CORRECTION QUITCLAIM DEED RECORDED SEPTEMBER 16, 1993 AS INS TROMEN F NO. 93- 0624 72J 0. R. 0. R, (NOT PL 0 TTED, LYING WITHIN A T&SF RAILWAY RIGHT OF WAY) 7) A CORRECTION QUITCLAIM DEED RECORDED SEPTEMBER 16, 1993 AS INS TRUMEN T NO. 93— 624 722 0. R, (NOT PL 0 TTED, LYING WITHIN A T&SF RAIL WA Y RIGHT OF WAY) 8) A CORRECTION GRANT DEED RECORDED SEPTEMBER 16, 1993 AS INSTRUMENT NO, 93-0624721 O.R. O.R. (NOT PLOTTED, LYING WITHIN AT&SF RAILWAY RIGHT OF WAY) @ AN EA SEMEN T FOR THE BURLING TON NORTHERN AND SANTA FE PAIL WA Y COMPANY RECORDED APRIL 15, 1999 AS INSTRUMENT NO. 19990277090 O.R. (PLOTTED HEREON —DOES NOT AFFECT PROPOSED LEASE AREA) FS FINISH SURFACE POWER POLE CONCRETE PA VEMEN T 44: RAILROAD TRACKS 0 GUARD POST NG NATURAL GROUND — GUY WIRE Top TOP OF STRUCTURE GRAPHIC SCALE 20 0 10 FEET -X-X— CHAIN LINK FENCE GEODETIC COORDINA TES PROPERTY LINE FOUND MONUMENT AS DISCRIBED GA TE GA TE A. T&S.F.R. W, A TCHINSON TOPEKA AND SANTA FE RAILWAY 0 co/ 4/� 7 116' lOF 30,00 N53*10'05"E 180.DO' N 2) GUARD POST 3`H1GH1,3"D1AM. 17 �RSEE LEASE DETAIL DE E4 TAIL 6� "0 WALL PRO' OSE6 LEASE-._- AREA OVERHANG PO/A T- 171, j- -7, PARKING ONCRETEI BUILDING 54e,'1 ,00 T 0, U LO87772 11 0 VERHA N G 0 12 TRACT NO. 5739 M.M.20714 A. P. NO. 011-312-03 116' La 142 56' O/S N �O '12 T GA TE GATE N50*30 12SARIN —TA CCE55 R E69WWT77:�--, -' WIDE P OPO-- CHAIN LINK FENCE —�x QCI 80, 00, 7 N50*30'12"E X "POC" I X X I 11 CURVE TABLE CURVE LENGTH RADIUS DEL TA ANGLE C1 10. 94' 2115.08' 0*17'47" Lease Area Detail SCALE 1"=10' WALL POUILKNIII MULJJE-= N-M 777- 50, '27'40"E: 14. N53 ----- ------ 6 C) � � PROF 'OSE0 z SPRINT 6�� I LEASE AREA Q0 Q) 0 5 J2 1 '4 -9 W 7 700 .00 7 00' 2' POINT ,CONCRETE o Overall Site & Boundary Detail SCALE: 1"=20' LAT.= 33*44'26.15"(NAD 83) LONG,= 117*51'10.08" -50' 7 -PAIL ROAD TRACKS X X X z er <K X X X A& . SprV in to 6580 SPRINT PARKWAY OVERLAND PARK, KS 66251 PROJECT INFORMATION: — BLUEBIRD TOWING OG-60XC671-D 601 S. SANTA FE STREET SANTA ANA CA, 92705 ORANGE COUNTY —CURRENT ISSUE DATE: 10/21/2004 ISSUED FOR: DESIGN TE:DESCRIPTION: — 7/22/04 FINAL MN 1 10/21/04 CLIENT'S COMMENTS BK PLANS PREPARED BY: CAL VADA SURVEYING. INC. Los Angeles- Son Francisco* Denver* Phoenix 108 Business Center Drive Phone: (909) 280-9960 Corona, CA 92880-1782 Fax: (909 )280-9746 www.colvad<i.com & (800) CALVADA (225-8232) JOB NO. 04331 MUNMEMOVANNIIII —DRAWN BY: C H K.: APV.: F/JAV/MN I MS I ADD -1 F PROJECT MANGER/ARCHITECT delta groups engineering, Inc. consulting engineers SHEET TITLE: Q1­4FFT Nil INAPP7P, LS1 711111 0 ft�m 0 P\/iqinl\l• SHEET 1 OF -1 SHEETS I CA043�13 J1 11 SITE PLAN NO SCALE SITE LEGEND: NEW 35' HIGH LIVE DATE PALM TREES (TYP. OF 2) L_3 NEW TEMPORARY EMERGENCY GEN. PARKING SPACE NEW 58'-0" HIGH COLLOCATABLE MONOPALM W/ ARTIFICIAL PALM FRONDS, BRANCHES AND BARK CLADDING (DESIGN BY OTHERS) t D 1 EXISTING 6' HIGH CHAIN LINK FENCE WITH BARBED WIRE NEW 5 GAL. BOUGAINVILLEA (SAN DIEGO RED) CLIMBING VINE, ATTACHED TO EXISTING 6' HIGH CHAIN LINK FENCE W/ BARBED WIRE NEW NANDINA DOMESTICA 'COMPACTA,' 5 GALLON SIZE SHRUBS AND STAR JASMINE (TRACHELOSPERMUM JASMINOIDES) GROUND COVER, 4" POT SIZE , @ 12 APART PLUS 2 THICK LAYER OF SHREDDED BARK MULCH. NEW 29' X 14' SPRINT LEASE AREA WITH 6' HIGH WROUGHT IRON FENCE A-2 NEW SPRINT 12'-0" WIDE ACCESS EASEMENT (NO EASEMENT ALLOWED IN PUBLIC RIGHT OF WAY) EXISTING CONCRETE DRIVEWAY EXISTING 6'-0" HIGH CHAIN LINK FENCE L ,t EXISTING CHAIN LINK ACCESS GATES NEW TRASH ENCLOSURE 6'--7" X 3'-7" EXISTING 1—STORY BUILDING NEW POWER & TELCO CONDUIT, MOUNTED UNDER EXISTING ROOF BEAMS INSIDE BUILDING (APPROX. 280') EXISTING SWITCHGEAR INSIDE BUILDING (POWER P.O.C.) EXISTING ADJ. BUILDING EXISTING UTILITY POLE EXISTING 7' HIGH CMU WALL xxz INDUSTRIEL Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 C I OT A 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 140408 DRAWN BY. KNS CHECKED BY. KDW ID J. �2cl _ A ISH No.63067 rn / * Exp.6/30/06 CIVII �P of cA�-�F°�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • • • BLUEBIRD TOWING •0 LI'AWLAND-MONOPALM SHEET TITLE SITE PLAN IN NEW SPRINT PANEL ANTENNAS, (1) PER SECTOR, (3) SECTORS TOTAL, MOUNTED WITHIN RF TRANSPARENT SCREEN (INSIDE THE T^''""' ^r 'r ^""'` NEW CONCREI CAISSON BEL( (BY OTHERS) NEW i • •'• FRONDS r OTHERS) NOTES: 1, PALM FRC KEYNOTES: (A) MODCELL CABINET A / BATTERY CABINET _ A-7 � .. (C) CONCRETE SLAB { S— i EQUIPMENT SERVICE LIGHT B (WALL MOUNTED) A_5 EXISTING BUILDING WALL NOT USED 58' HIGH COLLOCATABLE MONOPALM SHOWN — — PARTIALLY FOR CLARITY (DESIGN BY OTHERS) A-3 A-4 F WALL MOUNTED GPS ANTENNA A_5 �I WALL MOUNTED CABLE TRAY H A-5 F 4' WIDE WROUGHT IRON ACCESS GATE A-6 R 00 4" HIGH CONCRETE PAD _ I S-1 E L 14' WIDE WROUGHT IRON DOUBLE GATE A-6 NEW CABLE LADDER A A-6 DETAIL B EQUIPMENT LAYOUT SCALE; 3/8"=1'- O" ANTENNA LAYOUT SCALE; 3/4" = 1'-0" A ' u-) I CD N k Ee \-(DC-\ (D 6" (s L F N R \ j o \ 1 T \ M i (V A C 0 0 D O B 0 0 N F-- / %< Ld Ld w Lu Z 1 r i a. Z� a = 1 z kk elf I Ld w d G w 1 a I 1 N / { N m R � �V) r d z KEYNOTES: U /300 NEW WALL MOUNTED POWER/ TELCO CABINETS A-5 D o O j t NEW ROOF & WALL MOUNTED POWER & TELCO CONDUIT B (APPROX. 150'), (FOR CONTINUATION, SEE SHEET Al) I L NEW SPRINT AIRSPACE EASEMENT NEW 58'-0" HIGH COLLOCATABLE MONOPALM - - A-3 A-4 EXISTING 7' HIGH CMU WALL B — 6'-6" ____ EXISTING CONCRETE PAD TO BE REMOVED CONCRETE SLAB NEW TEMPORARY EMERGENCY GENERATOR PARKING AREA 7'-0" NEW 14'-0" X 29'-0" SPRINT LEASE AREA W/ 6' HIGH W.I. FENCE �',1 WROUGHT IRON FENCE ENCLOSURE �� `�.� NEW 6' HIGH WROUGHT IRON FENCE ENCLOSURE E A-6 3'-6" 14'-0" LEASE AREA EXISTING HOSE BIBB, NEW IRRIGATION P.O.C. EXISTING ROOF ACCESS LADDER, RELOCATED AS REQUIRED. (D C E 14' WIDE WROUGHT IRON DOUBLE GATE A-6 F M 4' WIDE WROUGHT IRON ACCESS GATE A-6 EXISTING PAVEMENT DETAIL ENLARGED w, PLAN NO SCALE Sprhjt 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND A r 66211 a iii PROJECTNO: 4i4i: DRAWN rA BY: KNS CHECKED BY. KDW LREV 11/04/05 ISSUED FOR PERMIT 08/04/05 ISSUED FOR PERMIT DATE DESCRIPTION ISH Lt No.63067 m # Exp.6/30/06 s� CIVIL �Q yr� OF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. r 1 O.0r BLUEBIRD TOWING 1601 / S. A • l 1 l 1 / 92705 RAWLAND-MONOPALM LL SHEET TITLE ENLARGED PLANS SHEET rr • Am2 NEW 58'--0" HIGH COLLOCATABLE MONOPALM W/ ARTIFICIAL PALM FRONDS, BRANCHES, AND BARK CLADDING NEW SPRINT PANEL ANTENNAS, (1) PER NEW SPRINT PANEL ANTENNAS, (1) PER SECTOR, (3) SECTORS TOTAL, CONCEALED SECOTR, (3) SECTORS TOTAL CONCEALED INSIDE THE TRUNK OF THE PALM INSIDE THE TRUNK OF THE PALM OUTLINE OF FUTURE ANTENNA COLLOCATION NEW GPS ANTENNA EXISTING BUILDI NEW SPRINT 58' HIGH COLLOCATABLE OUTLINE OF FUTURE ANTENNA COLLOCATION NEW 35' HIGH LIVE PALM TREE (TYP. OF 2) MONOPALM W/ ARTIFICIAL PALM FRONDS, BRANCHES, AND BARK CLADDING --- NEW WALL MOUNTED GPS ANTENNA 0 EXISTING BUILDING in 1 '`r 0 z bo Ii � w W 0 z w NEW SPRINT EQUIPMENT CABINET - a a 0 z NEW 6' HIGH WROUGHT IRON � FENCE UL 0 0 EXISTING ROOF ACCESS LADDER (TO BE RELOCATED, AS REQUIRED _ z d NEW 6' HIGH WROUGHT IRON FENCE REXISTING CONCRETE NEW OUTLINE ASH k ENCLOSURE �,�—�_ � ENCLOSURE PAD TO BE REMOVED {BEYOND} — — — — — — 4Nr- NEW UTILITY RACK W/ ELECTRICAL AND TELCO CABINETS MOUNTED ON WALL OF EXISTING BUILDING 116.00 AMSL 0.00 AGL FIN. SURFACE EXISTING 7' HIGH BLOCK WALL EXISTING 14' ROLL -UP GARAGE DOOR NEW 14'-0" WIDE WROUGHT IRON ACCESS GATE DETAIL 2 NORTHWEST ELEVATION SCALE; 1 /8" = 1'-O" NEW WALL MOUNTED METER MAIN E?Ei DETAIL 1 NORTHEAST ELEVATION SCALE; 1/8" = 1'-0" NEW 4'-0" WIDE WROUGHT IRON ACCESS GATE NEW WALL MOUNTED CABLE TRAY, PAINTED TO MATCH EXISTING BUILDING NEW 35' HIGH LIVE PALM TREE (TYP. OF 2) I R 0 I 0 00 A 0 w z 00 I U-) w 0 z I v 'n `t d z z z Q 1. Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 0 BLACK & VEATCH CORPOMTION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 140408 DRAWN BY: KNS CHECKED BY: KDW DD J. Pt IS i No.63067 m * Exp. 6/30/06 CIVIL qTF OF GA1.�44� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OG60XC671-D BLUEBIRD TOWING 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 RAWLAND-MONOPALM SHEET TITLE SITE ELEVATIONS SHEET NUMBER Em NEW SPRINT 58' HIGH COLLOCATABLE MONOPALM WITH ARTIFICIAL PALM FRONDS, BRANCHES, AND BARK CLADDING SOUTHEAST ELEVATION SCALE: 1 /8" = 1'-O" Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 31, 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT40408 DRAWN BY: KNS CHECKED BY. I/ ISSUED FOR PERMIT II IPERMIT ISSUED I FOR DESCRIPTION A ID J. FZ� RISH No.63067 m * Exp.6/30/06 s� CIVIL qTF OF GAL���¢� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. .i • i rr • •i TOWING • i A ♦ ANA, CA 92705 r ' ' i ll r' _ ll SHEET TITLE SITE ELEVATIONS SHEET i M Am4 0 2 U r 0 NEW 50OW 120V FLOODLIGHT MODEL #TQ50012OPIM 12 (BY LITHONIA) EXISTING WALL DETAIL A LUCENT EQUIPMENT LAYOUT _SCALE: 3/8"=1'-O„ (4) HOLES OUTLET BOX BY RED DOT #DIH4-2-LM W/ BLANK COVER CONDUIT STRAP 3/40 EMT NOTE: PROVIDE 3/4"0 CONDUIT, (2) ##12 & (1) #12 GROUND TO KNOCKOUT IN SIDE OF PRIMARY POWER CABINET 20A-1P BRANCH CIRCUIT BREAKER SECTION DETAIL B SERVICE LIGHT MOUNTING NO SCALE UNISTRUT P1000T TYP. OF 3, FIELD VERIFY LOCATION- c 1 1r PPC RACK ELEVATION NO SCALE ADD BEAD OF SILICONE SEALANT ON TOP OF UNISTRUT NEW NEOPRENE WASHER UNDER UNISTRUT � r s NEW UNISTRUT ` P1000 U SPRINT PPC CABINET I- V) m X SECURE UNISTRUT TO WALL c� :2 USING: 1/4"0 X3-1/2" LAG v 0 BOLT 0 WOOD, OR 1 /4" 0 .1 SHEET METAL SCREWS 0 METAL STUD (2 PER UNISTRUT) 3/8"0 THREADED ROD W/ HILTI HY-150 EPDXY d (ICBO #5193) 0 MIN. 3-1/2" MIN. EMB. 0 SOLID CMU OR � Q HILTI C-20 EPDXY W/MIN. 8" EMB. (ICBO #24564) ® _ HOLLOW CMU NEW OVERHEAD EXISTING CMU WALL PER PLAN CONDUITS PER PLAN (TYP) 1 r r , LN � A • A PROPOSED UNISTRUT CONDUIT CLAMP (TYP.) EXISTING WALL OR CEILING "PROPOSED P4000T 12" LONG UNISTRUT (LENGTH AS REQUIRED) 9 4'-0" O.C. (TYP.) PAINTED TO MAT%a EXISTING BUILDING ADD BED OF SILICONE SEALANT AT ALL PENETRATIONS AND UNISTRUT BACK NOTE: CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL PENETRATIONS. (TYP. 2 PLACES) NEW 1/4" THICK GALV. STEEL PLATE SECURE TO WALL - USING 1/4"0 X 3-1/2" LAG BOLT 0 WOOD STUDS, 3/8"0 THREADED ROD W/ HILTI HY 150 EPDXY W/ MIN, 3-1/4" EMB (ICBO #5193) LARR #25226 0 SOLID GROUTED CMU OR 5/8"0 THREADED ROD W/ HILTI HY 20 EPDXY W/ MIN. 6" EMB (ICBO #4815) ® HOLLOW CMU Ifl��*ll DETAIL F GPS ANTENNA NO SCALE EXISTING STRUCTURE ABOVE UNISTRUT CHANNEL P1000T (TYP) 12" MIN. LENGTH @ 6'-0" O.C. 1/2" THREADED ROD (TYP) - NEW 4" TELCD CONDUIT (WHERE OCCURS) NEW 2" ELECTRIC CONDUIT (WHERE OCCURS) NEW 2" CABLE CONDUIT ,�- (WHERE OCCURS) SECURE TO WALL USING: 1 /4"Ox3 1 /2" LAG BOLT @ WOOD STUDS, OR 3/8"0 HILTI KBII KWIK BOLT W/ 3 1 /4" MIN. EMB. (ICBO #4627) @ CONC/ SOLID GROUTED CMU OR HILTI HIT -A -ROD 1/2"OX3-1/8" LONG W/ HILTI HY20 (ICBO #5193, LARR #25257 W/ SPEC. INSP.) 0 HOLLOW CMU (TYP. 2 PER UNISTRUT DETAIL H TYP. CONDUIT(S) ON WALL/CEILING NO SCALE 1/2" SPRINT NUT UNISTRUT P1010 (TYP)-- PROVIDE SEISMIC BRACING AT EVERY OTHER TRAPEZE— FLAT PLATE '' UNISTRUT P1084 (TYP) DETAIL G CONDUITS Q CEILING NO SCALE EXISTING WALL OR CEILING NEW UNISTRUT PIOODT-LENGTH AS REQ'D NEW GROUNDING CONDUIT PER PLAN NEW EMERGENCY GENERATOR RECEPTACLE CONDUIT PER PLAN NEW UNISTRUT CONDUIT CLAMP (TYP) NEW TELCO CONDUIT PER PLAN ---'- NEW POWER CONDUIT PER PLAN" GPS ANTENNA (SUPPLIED BY LUCENT) CABLE TO PIPE CONNECTOR BURNDY TYPE GAR (TYP 2 PLCS) TILT HOLES FOR ADJUSTMENTS GROUNDING KIT #6 AWG GROUNDING KIT CABLE 1 /2"b COAX CABLE MIN BENDING RAD, PER MNFR'S STANDARDS. 1 "0 RIGID GALV STEEL CONDUIT ANCHPRAGE: AT CONCRETE USE 3/8" THREADED ROD W/HILTI HY-150 @ MIN. 3-1/2" EMBED. (ICBO# 5193); AT WOD USE 3/8"X3" LAG BOLTS AT STEEL USE UNISTRUT BEAM CLAMPS, TYP ANCHORAGE: AT CONCRETE USE 3/8" THREADED ROD W/HILTI HY-150 0 MIN. 1-3/4" EMBED. (ICBO# 5193); AT WOOD USE 3/8"X3" LAG BOLTS: AT METAL STUDS USE #12X3" SHEET METAL SCREWS (2 MIN. PER UNISTRUT) UNISTRUT P1000 BRACE (TYP) (3) LOCATIONS PER TRAPEZE UNISTRUT P1843, TYP. (2 PER BRACE) NOTE: CONTRACTOR TO INSURE WATER -TIGHTNESS AT ALL CEILING PENETRATIONS. DETAIL I CONDUIT ROUTING @ WALL NO SCALE Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 s .. 0 PROJECT NO: 140408 DRAWN BY: KNS CHECKED BY: KDW D J. ISH z w No.63067 m * EV.6/30/06 CIViL OF` CA���4�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • . , l i 1 A 1 • '� � i i i'• SHEET TITLE SITE DETAILS LAYOUT SHEET NUMBER 2t—ats COAX GROUND KIT (TYP) YO POSTS GALV. HORIZONTAL P4000T UNISTRUT CONDUIT SUPPORT (TYP) �l I DETAIL A CABLE LADDER NO SCALE 3"0 POSTS GALV rB COAX CABLE PER PLAN W/ CABLE CLIP (TYP) HORIZONTAL P4000T UNISTRUT CONDUIT SUPPORT U-BOLT f o 0 1 O O TYP. I I I 11 101I o c — — 2'- 0,t SECTION 3 NO SCALE IZONTAL P4000T >TRUT CONDUIT SUPPORT ),D. POST 'L 9x9x3/8 W/ (4) 5/8" HILTI ;WIK BOLT 11 W/ 4-1/2" EMBED ICBO #ER 4627) NO SPECIAL NSPECTION REQUIRED ;ONDUIT PER PLAN SECTION 4 NO SCALE 1/4 ON 1 1 /2" 6" 1 1 /2" TOP TENSION WIRE BRACE RAIL AT GATE 0 0 gl R R r DIAGONAL ROD WITH STEEL TURNBUCKLE--------� GATE FRAME (TYP) E-- DOUBLE SWING GATE �� CL �~ CLR OPENING WIDTH VARIES o u-, (SEE PLANS) v� PROVIDE INTERMEDIATE RAILS FOR GATE OVER 20'-0" OF TOTAL WIDTH GATE POST (TYP) GATE LATCH W/LOCK BAR TCHER FINISH 3"0 GALV PL 9x9x3/8 GRADE OR POST FOR GALV GROUND III III IN III !I! Ell - ICE BRIDGE (4) 5/8" HILTI K W{K PAVING OR - 1 I`' %A%/\�1V\/iA\\A�� t° z BOLT II W/ 4 1/2" FINISHED EMBED (ICBO#ER4627) ROADWAY7Iv NO SPECIAL 1;� POSITIVE l INSPECTION REQUIRED CROWN (TYP.) 2500 PSI 12�! DETAIL B CONC. (TYP.) ICE BRIDGE SUPPORT BASEPLATE DETAIL E NO SCALE WROUGHT IRON FENCE DOUBLE GATE NO SCALE 4' SWINGING GATE N CLR OPENING WIDTH VARIES PER PLAN TOP TENSION WIRE 0 ' � 0 (SEE PLANS) Cl- GALVANIZED STEEL CABLE>1TREY 9" RUNGS. 4" LOADING BRACE RAIL AT d Q DEPTH, SUPPORT CABLES WITH TIE -WRAPS EVERY 4'-0" a ° GATE U U GATE POST (TYP) 0 o © HOLD DOWN CLAMP �I FLANGED CABLE GATE LATCH TRAY COVER WITH DIAGONAL ROD WITH W/LOCK HEAVY DUTY STEEL TURNBUCKLE COVER CLAMPS ---STRETCHER AR TCHER GATE FRAME (TYP) UNISTRUT P1000 0 4'-0" O.C. ZT SECURED TO WALL USING 1 /4" 0 x 3 1 /2" LAG BOLT 0 WALL STUD, SPAN 2 STUD MEMBERS �f MIN. OR 1 f4" THREADED ROD Wj HILTI MOUNT TRAY TO UNISTRUT HY150 EPDXY 0 MIN. 3 3/4" EMB. µ WITH 1/2"-13X1 1 f2" LONG 1" POSITIVE II: //\\//\\//\\%/\\ 11`, x (ICBU #5193) SOLID GROUT OR HILTI GALVANIZED BOLTS. SPRING NUTS CROWN (TYP.) 11 . /�\//\//\j/\j . 4 I z < HY-150 EPDXY Cam? MIN. 6" EMB (LARR #25257) P1010 & WASHERS HOLLOW CMU 2500 PS{ NOTE: CONC. (TYP.) 12" 1. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD — `- INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS, SHEET METAL SCREWS ARE NOT ACCEPTABLE. 2. VERTICAL TRAY AND COVER SHALL BE PAINTED TO MATCH EXISTING BUILDING. DETAIL F DETAIL C 4' WROUGHT IRON FENCE GATE VERTICAL CABLE TRAY NO SCALE NO SCALE PIPE 2-1/2"0 (STD) FOR CORNER, CAGE , END OR PULL POST, (6'-0" MAX SPACING) PIPE 2"0 (STD) FOR LINE POST TOP BRACE RAIL �- STRETCHER BAR DIAGONAL ROD Wf STEEL TURNBUCKLE I BOTTOM Zo TENSION WIRE I� �I FOFISH R GROUNDDE 1" POSITIVE { [ Vt \A K -^ CROWN (TYP.)I\\�\~/ 2500 PSI "I { .� CONC. (TYP.) 12'r r- DETAIL D �- WROUGHT IRON FENCE POST NO SCALE _�.Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 1. tsLACK & VEATCH CORPORATION .i OVERLAND PARK, KANSAS66211 • i!i PROJECT .O ! 4! • DRAWN ,CHECKED BY. KDW ®�1 MIAMI ��I�■��� ® �• .ISSUED FORPERMIT ISSUED FOR . DESCRIPTION ~ DAV J. �I-\ PA ISH y 3067 m * 59.6/30/06 CIVIL ,Q qTF OF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. i, .! . i BLUEBIRD TOWING •r 92705 RAWLAND—MONOPALM SHEET TITLE SITE DETAILS SHEET NUMBER A=6 SPECIFICATIONS FOR THE 60ECv2 BATTERY CABINET CABINET DIMENSIONS. - HEIGHT: 5'-0" WIDTH: 2'-7" DEPTH: 2'-6" APPROXIMATE WEIGHT: 425 Ibs, (EMPTY) 2400lbs, FULL BATT. LOAD (10 STRINGS) 2825lbs, MAX WEIGHT W/FULL BATTERY LOAD (10 STRINGS) CABINET OPERATING TEMPERATURE RANGE: —40°C TO 46°C Qc iti 0 I 60ECv2 BATTERY CABINET ISOMETRIC NO SCALE 2'— 7" O O SPECIFICATIONS O. THE MODCELL 4.0 PRIMARY AND GROWTH CABINET DIMENSIONS: HEIGHT: 6'-0" WIDTH: 2'-1i" DEPTH: 3'-4" APPROXIMATE WEIGHT: 1311lbs, F6 (INSTALLED) CABINET OPERATING TEMPERATURE RANGE: —40'C TO 46'C — STANDARD MODEL —40'C TO 52'C — HIGH TEMP MODEL h i N LUCENT 4.0 MODCELL (TOPS NO SCALE I. LUCENT 4.0 MODCELL ISOMETRIC NO SCALE Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 C BLACK & VEATCH CORPORATION OVERLAND 66211 • - : ffra ..i • 4040: DRAWN BY. KNS CHECKED BY: KDW LL v Av! J. Fyn\ A SH No.S3067 m Exp.6/30/06 J" CIviL �Q Or GA���°' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OG60XC671-D BLUEBIRD TOWING 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 RAWLAND-MONOPALM SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER N K e_ 1 5/8 (Q r Lum I II I I II I I li �I m 00 Of v r uiui c- z 0 t: NOIE CONTRACTOR TO VERIFY MANUFACTUR'S SPECIFICATIONS FOR EQUIPMENT BOLT HOLE LAYOUT PRIOR TO INSTALLATION OF EQUIPMENT CABINET, 3e-0" CONCRETE CURB 2'-7 1 /2" ' 2'-0 5/8" FT ---------- ___l II I H------------I-_ { -I ------------_.}_ _7 h I I II II ! } I I !I II II --4 1 I I I .. H-..-..--,-----_1_ I I _ .I -----------------� ------.----.._..-- { I I I I I I I I I I I I I I i I I I } I I I I I I I I ! I I I I I ,�------------ I I I I I I I I I I I I I-------------- F--___-_._.__-_.- __._----i -----___.------�, I I I I k I I I I I I 1 I I I I 1 I I I i I I I I i I I I I I I I - - - - -. -- _,_. - - __._ l I I I i I I I I { I - � I t_ --------- ----j 5 5/16" A. GENERAL STRUCTURAL NOTES: 1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. CONSTRUCTION NOTES 1. SURVEY INFORMATION SHOWN IS OBTAINED FROM A SURVEY PREPARED BY CALVADA SURVEYING, INC. STANDARD STRUCTURAL STEEL NOTES: 3. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME THE ENGINEER BLACK & VEATCH CORPORATION AND AS FOR OTHER SIMILAR WORK. REPRESENTATIVES OF THE OWNER, MUST BE NOTIFIED AT LEAST 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED TWO FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION AT ASTM A36 UNLESS NOTED OTHERWISE, 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS, 913-458-6723. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. 5. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 3 DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO OR LEASE LINES, UNLESS OTHERWISE NOTED. CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL 4. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION", 9TH EDITION. CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, 5• ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS PARTIALLY COMPLETED WORK, ETC, OBSERVATION VISITS TO THE SITE BY THE ORIGINAL CONDITION CONSTRUCTION SHALL BE RETURNED TO ITSLOCATION (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. PT ARCHITECT ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. / PRIOR TO COMPLETION OF WORK, SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE 5 NON-STRUCTURAL CONNECTIONS FOR HANDRAIL LADDERS AND STEEL GRATING MAY 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ACCURATELY NOTED AND PLACE ON AS -CONSTRUCTED USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. ''�--DRILL THIS HOLE FIRST \-OUTLINE OF NEW SPRINT EQUIPMENT CABINET (TYP) NEW 5/8"0 HOLE FOR EQUIPMENT CABINET ANCHORAGE (TYP) NEW 4" HIGH CONCRETE CURB BACK DETAIL 3 FntlIPMENT BOLT DOWN LOCATIONS f 4w Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ENGINEER AT COMPLETION OF PROJECT. BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY6, ALL EXISTING UTILITIES FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROMAVAILABLE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR RECORDS. THE ENGINEER AND OWNER ASSUME NO � LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF SPRINT OR THE ARCHITECT/ENGINEER, RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE BLACK & VEATCH 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES MANNER OF THEIR REMOVAL OR ADJUSTMENT, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF CORPOMTION ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF WORK. CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN WORKING 11401 LAMAR SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING KAN , OVERLAND PARK, 66211 KAN 9. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT 1F PLACED ON FRAMED FLOOR OR ROOF. UTILITIES. (913 ) 40 LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 7 CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 10. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR THE ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO PROJECT NO: 140408 APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE DRAWN BY: KNS 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER ETC.) SHALL BE REPLACED TO MATCH EXISTING. OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL DIGGER CHECKED BY: KDW HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: CONSTRUCTION. 8. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. REGISTERED PROFESSIONAL ENGINEER, 9. THE BUILDING PERMIT SHALL BE NOTIFIED AT LEAST TWO WORKING B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS STIPULATED ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION. TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION: THEN, IF 1o. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL, CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. C, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK 11, ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY 1 11/04/05 ISSUED FOR PERMIT APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 0 08/04/05 ISSUED FOR PERMIT 12, STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS COMPACTED TO 100% OF MAXIMUM STANDARD PROCTOR DRY REV DATE DESCRIPTION DENSITY. I 13. NEW GRADES NOT BUILDING AND DRIVEWAY IMPROVEMENT AREA TO ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY, B. GENERAL STRUCTURAL CONCRETE NOTES: 14. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE (ACI 301-95), (ACI 318 R-95) THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fC'-2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. CONCRETE SHALL BE TYPE V CEMENT WITH A 15. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN B WATER -CEMENT RATIO OF 0.45 OR LESS 10 HORIZONTAL TO 1 VERTICAL ALL BE PROPERLY BENCHED INTO 52 THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL 16. THE GRADES WITHIN THE FENCED -IN AREA ARE TO BE ACHIEVED BY WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE COMPACTING CLEAN FILL TO A DENSITY OF 90% OF STANDARD STANDARD UNLESS NOTED OTHERWISE, PROCTOR COVERING THE ARE WITH 6 MIL. VISQUENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THE ACHIEVING FINISH GRADE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL BY ADDING 6" TO 3/4" CRUSHED STONE -NO FINES, UNLESS SHOWN OTHERWISE ON DRAWINGS: 17. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER CONCRETE CAST AGAINST EARTH .........................3 IN. DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ..........................2 IN. 18. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH #5 AND SMALLER & WWF .......................... 1-1/2 IN. THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:19. DRIVEWAY CONSTRUCTION, GRADING AND DRAINAGE WORK SHALL SLAB AND WALL CONFORM TO STATES DEPARTMENT OF TRANSPORTATION "STANDARD #14 - #18 ..........................1 1 /2 IN. SPECIFICATION FOR THE ROAD AND BRIDGE CONSTRUCTION", (OR #11 AND SMALLER .......................... 3/4 IN. EQUAL) LATEST EDITION, AND ALL APPLICABLE PROVISIONS OR LOCAL COUNTY ORDINANCES. BEAMS AND COLUMNS 20. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL PRIMARY REINFORCEMENT, TIES, STIRRUPS ..........................1 1 /2 IN. CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANYI AND ANY OTHER UTILITY COMPANIES HAVING 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. JURISDICTION OVER THIS LOCATION, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO 8t MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 8. RAISED HOUSEKEEPING PAD TO BE LEVEL t1/4". 9. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 100 PSF, AI SH. -k-' . 2 a Na. 3067 m Exp.6/30/06 s� CIVIL �4 qTF OF GAl-��4�e� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OG60XC671-D BLUEBIRD TOWING 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 RAWLAND-MONOPALM SHEET TITLE r DETAILS S-1 #2 AWG (GREEN) INSULATED FROM SECTORED ANTENNA GROUND BARS (AGB) GROUND BAR E I TWO HOLE LUG (TYP) F ANTI -OXIDATION COMPOUND (BURNDY PENETROX E, OR THOMAS & BETTS KOPR-SHIELD) SHALL BE USED ON ALL LUG CONNECTIONS #4/0 AWG (GREEN) INSULATED TO LIGB DETAIL A . ■ UPPER rr COLLECTOR GROUND BAR i • i #6 AWG FROM ANTENNA COAX GROUND KITS - rr► m TWO HOLE LUG (TYP) —�-- F #2 AWG BARE TINNED COPPER TO TOWER GROUND RING IN 3/4" FLEX CONDUIT ANTI -OXIDATION COMPOUND (BURNDY PENETROX E, OR THOMAS & BETTS KOPR-SHIELD) SHALL BE USED ON ALL LUG CONNECTIONS #4/0 AWG (GREEN) INSULATED FROM LIGB (WHEN NEEDED) OR UCGB. E* DETAIL TOWER LOWER ISOLATED GROUND BAR (LIGB\ ! i #6 AWG FROM ANTENNA COAX GROUND KITS 1ln m O #2 AWG THWN (GREEN) INSULATED TO UCGB.- ANTI-OXIDATION COMPOUND (BURNDY PENETROX E, OR THOMAS & BETTS KOPR-SHIELD) SHALL BE USED ON ALL LUG CONNECTIONS DETAIL ANTENNA GROUND BAR r (A r r #6 AWG FROM ANTENNA COAX GROUND KITS - 141 v 3/8"0 x 1 1 /2„ S/S NUT --,, S/S BELLEVILLE WASHER -- S/S FLAT WASHER ----- ., TWO HOLE LUG (TYP) F Il THE MGB IS REQUIRED WHEN THE TRUE LENGTH OF THE COAXIAL CABLE IS MORE THAN 10' FROM THE LIGB DITA1 L M MASTER GROUND iD BAR r r r ! 1 11 3/4„ _ 7/16„ 2" 0 0 0 ° 0 0 0 0 0 °T0 0 `f0 ° 0 0 ° 0 0 1" 2 no0 - 0 0 r 0 0 0 1 1- SOLID COPPER GROUND BAR, SIZED TO ACCOMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION, 2- INSULATORS 3- LOCKWASHERS 4- SUPPORT BRACKET. TYPE DEPENDENT ON SITE CONDITION 5- H.H.C.S. BOLTS 6- APPLY COPPER NO-OX TO EXPOSED AREA OF GROUND BAR r ! s . , r r • l 1 /8" MIN. 1" MIN. HEAT SHRINK HEAT SHRINK COPPER GROUND BAR S/S FLAT WASHER S/S BOLT (1 OF 2) 1 /4" MIN. DO NOT "DO NOT DISCONNECT" SCONNECT TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS NOTES. 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING, 2. ALL HARDWARE SHALL BE S/S 3/8 INCH DIAMETER OR LARGER. 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. DETAIL F TWO HOLE LUG NO SCALE Sprint • sr r. r � r � 9 tows'LACK & VEATCH CORPOMTION # 1 . - OVERLAND PARK, ' 66211 PROJECT # 140408 DRAWN CHECKED BY: KDW LL- L1 11 /04/05 ISSUED FOR PERMIT 0 08/04/05 ISSUED FOR PERMIT REV DATE DESCRIPTION pOESSIR. * E-15296 XP.O 1 .f}gFjFCTRI - �P O' CAII IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OG60XC671—D BLUEBIRD TOWING 601 3/4 S. SANTA FE ST. SANTA ANA, CA 92705 RAWLAND—MONOPALM SHEET TITLE GROUNDING DETAILS SHEET NUMBER C�3 CABLE TO CABLE CADWL-L-L/ ----------------- -- ---------------- U-BOLT (TYP.) DETAIL 1 CABLE LADDER GROUNDING • ELECTRICAL TELCO CHAMBER --\ CHAMBER DETAIL r PPC RACK GROUNDING COAX GROUND KIT (TYP) 5 POSTS LV. #2 BARE TINNED COPPER GROUND IN 3/4" FLEX CONDUIT (FROM POSTS AND EQUIPMENT TO 12" INTO EARTH) TO GROUND RING (TYP) #2 AWG E COPPER 1 GROUND RING CABLE TC CABLE CA #2 AWG BARE COPPER WIRE CABLE TO CAE CADWELD (TYF GROUND RING GATE FRAME (T' -sir...-m m^- `■ BRACE r RAIL NU ItS: 1. VERTICAL POSTS SHALL BE BONDED TO THE GROUND RING AT EACH CORNER POST AND AT EACH GATE POST. IN ADDITION A MINIMUM OF ONE LINE POST SHALL BE BONDED TO THE GROUND RING FOR EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. NON CONTINUOUS TOP RAILS SHALL BE BONDED TO EACH OTHER. 3. BOND EACH TOP RAIL / BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING DETAIL C FENCE GROUNDING (WHEN APPLICABLE) Nn gr.Ai F SATE POST (TYP) 4' WROUGHT IRON FENCE GATE NOTES: 1. THE #2 AWG, BARE COPPER WIRE, FROM THE GROUND RING SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNATED FOR EXOTHERMIC WELDING. 3. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. DETAIL D FENCE GATE GROUNDING (WHEN APPLICABLE) NO SCALE 'P) Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 Ftw56LACK & VEATCH CORPORATION ! LAMAR • OVERLAND PARK, KANSAS 66211 • * !!! PROJECT NO: 140408 DRAWN BY: KNS CHECKED BY: KDW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O•II • BLUEBIRD TOWING RAWLAND-MONOPALM SHEET TITLE SHEET NUMBER #2 AWG COPPER WIRE FROM LUCENT CABINET TO GROUND RING (TYP. 8) 3/4" PVC FOR EQUIPMENT GROUNDING, TYP. 8 EQUIPMENT GROUNDING SCALE: 3/8"-1'—O" AGGREGATE GROUND ROD COPPERWELD 5/8"Ox8'—O" LONG 1 • I I I g I i m 0! #2 AWG SOLID TINNED COPPER WIRE TEST LOOP EXTENSION AGGREGATE Q SURFACING r- GRADE -� (10 04 o.. cJ �i 8" DIA x 24" DEEP INSPECTION WELL PVC SOIL PIPE WITH CAP OR EQUIVALENT 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF GROUND LOOP WIRE CADWELD CONNECTION GROUND RING, #2— GROUND ROD AWG SOLID BARE TINNED COPPER WIRE, CADWELD CONNECTION TO GROUND ROD DETAIL B INSPECTION WELL NO SCALE A N BACKFILL PER „ „ SPECIFICATIONS ONE CALL SERVICE SHALL BE CALLED PRIOR TO EXCAVATION NOTE: ALL EXOTHERMIC WELD CONNECTIONS SHALL BE BELOW FROST LINE. DETAIL C GROUND RING TRENCH NO SCALE CADWELD CONNECTIONS BURNDY CONNECTIONS OR APPROVED EQUAL OR APPROVED EQUAL PARALLEL HQRIONTA CONDUCTORS HORIZONTAL STEEL SURFACE a a BOND JUMPER PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE OR HORIZONTAL PIPE FIELD FABRICATED GREEN OF HORIZONTAL CABLES STRANDED INSULATED TYPE PT TYPE HS TYPE 2-YA-2 0 0 THROUGH CABLE TO VERTICAL STEEL SURFACE CABLE DOWN AT 45' TO GROUND ROD COPPER LUGS THROUGH CABLE TO VERTICAL STEEL SURFACE INCLUDING PIPE TWO HOLE — LONG BARREL TOP OF GROUND ROD LENGTH TYPE GT TYPE VS TYPE YA-2 CONCRETE FOUNDATION CADWELD TO BASEPLATE (TYP) #2 AWG SOLID TINNED COPPER RISER TO GROUND RING (TYP 4 MONOPALM MONOPALM BASEPLATE ANCHOR BOLTS PLCS, 90 APART) I DETAIL E MONOPALM BASE GROUNDING NO SCALE 4 Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 Eol BLACK a: VEATCH w POMT ON 11401 AR OVERLAND PARK,' " 66211 913 458-2000 PROJECT NO: 140408 DRAWN BY: KNS (CHECKED BY: KDW LREV 11/04/05 ISSUED FOR PERMIT 08/04/05 ISSUED FOR PERMIT DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. i •0D BLUEBIRD . .DTOWING 601 J S. l 1 A ♦ 1 1 92705 RAWLAND—MONOPALM SHEET TITLE GROUNDING DETAILS SHEET NUMBER