Loading...
HomeMy WebLinkAbout3150 Youngfield StreetCity it' .• Building & Inspection ices Divisio 7 ,500 W. "" Ave- Wheat Ridge, CO 80033 f : 303-235-2855 2855 * Fax 303-237-8929 Inspection Request t. iw 303-234-5933 Building P Application (Complete AL! highlighted areas) Contractor Contractors It License :: City License Mahan! : t t (Fully describe work to performed - Attach additional sheet It necessary) jr Contract, Valve of all woric ac`sw Fee (due al parrae p sutrrraat'faafl Squares BTU's Gallons Amps Sq Ft,_ tt t l a't °' t `l "t t` l(;N Fl,'t l'U't' ltl t °).. DIN'(; 111 R lltEOtENt' $ herclaa co slwa 1h -;Ovck distances pry poi a;d I-W�, etas pcnuk applic,16on are ,accunaw'.and do not v ixalwv as Balsa �Nc ;sa°atoaaaa €a: :vs, rWC'N or retw laatlaaaa of thu OT w k\ daa~,af Ridge or a aaa. vn asrss: e awaaso* 01" of rccord - 1 that aaH a aaeasurenlcrlt� Juaa n and a allesMaaa¢laaa €s aaaaOc we acc uraaa°. ala.a t laaar "a rc° t and .agrcv faa ae$ kfc dsy all raandilfaaaaa p ri aacd on sla €, aappik":,lioaa and that t aa—eaa w full to spa asa,stradlfp� €aar cassaatalsaa¢arc° with ,atap +lictadalca t `itapl w, Wlaraasa Rs lgc codvc aod aaa cea fOr a%o6 cand r any dyer rata ib,sucd h a cd on a s a apsp licaaat<aaa: €du, l 3ml the leg"'al akaa scar of h as v praaa:aa war stlofi "'ed h the ;awlllaal am n r of dw vrop envt aaa l'wrl a iha : aae d €twaa two" o" ,as aas` Mat ,kko ,aaadlkgr: c ab,u alas." lc ta.a,nk: of a€sr 6a alaaaa a'asaaaw on d6 <ap�pa,aa "aaa ¢aeaa, ;`# a,aa 01f': °i p'pS u' d0 °�Fa a, td p "a&;Tadrf ,1: ..1t. B ldq Valuation; '. APPROVED Subject to Field Inspections Michael Murray Crown Castle th W W= L#�•� Wheat Ridge Building Dept, low-, 0 0 9 9 0 14,111 00 SSOE Group Plan checker 320 Seven Springs Way, Suite 350 Brentwood, TN 37027 (615) 661-7585 jdepriest@ssoe.com 0 T-Mobile Co-Locate Carrier Site Number: DNO3043A Crown Castle BU Number: 876994 Crown Castle Site Name: The Grange Crown Castle JOE Job Number. 207914 Crown Castle Work Order Number: 542195 Crown Castle Application Number 164231 Rev,1 SSOE Group Project Number: 012-01232-00 12700 W 32 x. Ridge, CO + County Latitude 39* 45',38.6', Longitude -105 8' 2Z6" 44 Foot — Summit Monopole Tower SSOE Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 497306, in accordance with application 164231, revision 1. LC7- Existing + Reserved + Proposed Equipment Sufficient Capaci Note: See Table I and Table It for the proposed and existing/reserved loading, respectively. i 11t1NUff&=* We at SSOE Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call, zzm��� Larry J, Griffith, P�E� E nicking clients successful by sav�nq the ,ime, tronble, and rnoney. 99cie Crown Castle USA, Inc. 44 Ft Monopole Tower Structural Analysis Project Number 012-01232-00, Apprication 16423 1, Revision 1 UKUE�� 2) ANALYSIS CRITERIA Table I - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Component Stresses vs. Capacity 4 1) Recommendations Crown Castle USA, Inc, October 24, 2012 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 012-01232-00, Application 1642:3 Revision 1 Page 3 The tower was originally designed for Sprint by PJF/Surnmit Manufacturing in July of 1996 for a wind speed of 100 mph in accordance with ANSI/EIA-TIA-222-F. 6 Andrew Antenna !I Andrew X0 40O 3 Model - 2 Manufacturer I oil Nokia I Raycap Notes� 1) See Appendix B for the proposed coax layout. 6 Andrew 3 Andrew X0 40O 3 Nokia 2 Nokia I Raycap Notes� 1) See Appendix B for the proposed coax layout. 1 1-1/4 1 Crown Castle USA, Inc, 44 Ft Monopole Tower Structural Analysis Project Number 012-01232-00, Application 164231, Revision I K 2 Dapa 58010 w/Mount Pipe Antenna Antenna Model 2 EMS Wireless RR65-18-04DPL2 Manufacturer w1 aunt Pipe 6 718 K 2 Dapa 58010 w/Mount Pipe 2 EMS Wireless RR65-18-04DPL2 w1 aunt Pipe 6 718 47 1 EMS Wireless RV90-17-04DP w/ Mount Pipe 44. O 1 Jay earn WBX065X20RO50 w/ mount pipe 1 Miscellaneous [NA 502-1] 44.0 1 Side Arm Mount [SO 701 - 3] 3 Andrew TM6 XX-6516-12M w/ Mount Pi pe 4U ' 3 Andrew TMBX-6516-R2M w/ 38.0 Mount Pipe 17 718 2 6 Andrew Onebase Twin Dual 38.0 Duplex TMA I T-A Mount (TA 602-31 1 T-A Mount [TA 602-3] 32,0 3ZO 6 EMS Wireless PI 65-18-02DP w/ Mount 6 7/8 Pipe 2 Pipe Mount [PM 601-11 1 112 25.0 25,O 1 Radiowaves HPCPE-23 2 318 20,0 1 Radiowaves HPCPE-23 1 112 15.0 15.0 1 Pipe Mount [PM 601-11 2 318 Not 1) Reserved Loading. 2) (3) TMBX-6516-R2M to be replaced and (5) 7/8' coax to be removed, Table 3 - Design Antenna and Cable Information Center Number Number camber Feed Mounting Line Of f Antenna Antenna odel M f Fead Line Level (ft ) Elevation Antennas Manufacturer _turar ufar Lin as Lines Size (in) 00 9 papa 5800 44 44 6 Curved Arm Mounts 32 32 2 Generic 2' Dist K Crown Castle USA, Inc, October 24, 2012 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 012-01232-00, Application 164231, Revision I Page 5 Table 4 - Documents Provided Source Reference Remarks Documont E��M r wmm��� 0912��N 240, dated 7/29/96 240, dated 7/29/96 TEP Project #: 071916,01, dated 10/25/07 Li 44-0 Pale TP21, 2x14x).187> 1 -6,82 861,07 70,6 Pass Summary Pere {L1} 70,6 Pass Sli6d6re Rating (max from all compon6tits) w w - www - Li 44-0 Pale TP21, 2x14x).187> 1 -6,82 861,07 70,6 Pass Summary Pere {L1} 70,6 Pass Sli6d6re Rating (max from all compon6tits) Crown Castle USA, Inc. October 24, 2012 44 Ft Monopole Tower Structural Analysis CC/ BU No 876994 Project Number 0112 -01232 -00 Application 16423 Revision I Page 7 SSOE Group has not performed a site visit to the tower to verify member sizes or antennalcoax loading, SSOE Group shall be contacted immediately if the existing conditions are not as represented on the tower elevation a condition assessment of the tower foundation. This report does not replace a full tower inspection, The tower and foundation are assumed to have been properly fabricated, erected and maintained and to be in good condition, twist free, and plumb. "M ar"ir" R-al Z119 I - I I I l wwi e - - W IN - eentr ttll " --� a*W1 1 1f Mt4 T*r ani, uarna I fw*5e, trr I f5re IN 11 1"'W"IF I S"' I " 14 -rN W 4''. has been made for any loose bolts or cracked welds, For the purposes of this report, SSOE Group has assumed that all connections in the tower are sufficient to develop the allowable strength • the associated members. SSOE Group has not performed engineering analysis to verify adequacy ♦ these connections. It is the owner's responsibility to deterrnine the amount of ice accumulation, if any, that should be considered in the structural analysis, these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearances in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a construction document. Construction documents depicting the required modification are obtainable from SSOE Group, but are beyond the scope • this report. E Crown Castle USA, Inc' 44 Ft Monopole Tower Structural Analysis Project «, #«. » Appkabon 164231, Revision I U22-:4211 I i"111"i DESIGNED APPURTENANCE LOADING . . .... .. . ... .. .. .. 1, Toww is located in Jefferson Countv, Colorado, 2, Tower designed for Exposure C to the TIA-222-G Standard. 4, Deflections are based upon a 60 mph wind, 5. Tower Stasidure Ctass It, 6. Topographic Category I with Crest Height of 0; 00 ft 7, TOWER RATING� 70.6% m AXIAL 7 K SHEAR F 4 A40MEIVT TORQUE 0 KP4 FEAC77ONS - 100 fnah WND BU 8769,94,. The . ...... ..... .. C C Cl b� pu v4vu Brentwood, TN 37027 __, 1 46161211 'Comilift Eron"m Phone 61"61 TIA-22243 ium", F � 615-661-7569 A MATERIAL STRENGTH 0 W E 75 -, RIIV _ FW _ AppMFSM _ AppCUFace _ InsaLeg 9.4 "T M. � �\ Face A Farp R Fl-p c &VOE Group SU 876994_pj# m 320 Seven Springs Way Suite 350 }ƒ Brentwood, TN 37027 ;cO(*W%Emmms Phone 615-661-7585 Face A Farp R Fl-p c TOWOr Input Data There is a pole section. This tower is designed using the TIA- standard, The following design criteria apply: Tower is located in Jefferson County, Colorado. Basic wired speed of 100 mph. Structure Class 11. Exposure Category C. Topographic Category 1, Crest Height OM ft, Deflections calculated using a wind speed of 60 mph. A non-linear (P-detta) analysis was usW. Pressures are calculated at each section. Stress ratio used in pole design is I . Local bending stresses due to climbing loads, leedline supports, and appurtenance mounts are not considered. options Consider Moments - Legs, Consider Moments - f forizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Ose Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Sfmcial Wind Profile Include Botts In Member Carmcity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing Ft Sided) Add IBC .6D+W Combination apere q • L_ 5e <'Crean 7 ip Ixa, Area I r C I/C i It l W WI/I in in in in in in' in" in in u r Yap Iloilo") Mall Bend Pole Grade lXngth I ength of Diameter Didineler Thiabiess Radho; in in in ift 111 44,00-0.00 44.E D 0( X) 2 1 9200 0. 1 8 7 5 0,7500 A607-60 ---------- apere q • L_ 5e <'Crean 7 ip Ixa, Area I r C I/C i It l W WI/I in in in in in in' in" in in Section Tier Di a, Area P r C" ItC j It as to t in in ra' to in in' in in in Tive Ll 14.2161) 8.22012 1913.3356 4,9O34 7.1120 27.8593 396.53111 4.1T0(1 2.13447 11.3131 22,2582 1 2,9336 771.7466 7:71501 11.9 354 693059 1544,5086 64680 3.5273 18.816 Rni Gusset Gusset Goss i (ir od3 Ad jufit. Factor Adjust. just. 1# eight s'1P`Bric .D {7u ble A.i7gle Vf)i ble A17gle El evation Area Thickness Al .P't7s"tor ... ,.Y, . .. 25,0O - 13.04) Stach Bolt Staich Bolt - 01,183 11.4400 ..N,... 01010 L17F6 -50A (1 -114 C" (C'a a) Inside Pole 38,00-8,00 0 1 -0.042 Diagonals I. orizzontals { A Surfiacc Ar 25.00-8.00 in ....... L.l 44 00-0,00 ,00 1 1 3 C �. , ..., Descr iption Secior Component Placement Total Number 5tartfEad Width or Per°a net r Weight or Tive TSpe `umber Per Row Fos Lion Diameter ta:`( rr;; ° ..,W in in 1..I112 -50A (3/8 FO AM) A Surface Ar ... ,.Y, . .. 25,0O - 13.04) 2 2 - 01,183 11.4400 ..N,... 01010 L17F6 -50A (1 -114 C" (C'a a) Inside Pole 38,00-8,00 0 1 -0.042 17.01(7 0,66 1,Dr4 -5OrA (1P2 FO AM) A Surfiacc Ar 25.00-8.00 1 1 -0,083 01.6300 0.15 LDF5 -507A (718 FOAM) C (C:`aAza) Inside Pole 313.00) « 8.00 12 4(742 0.003 033 LDF2 -50A (3rr131;C )ai M) A Surface Ar 15,00 -10,00 2 2 - 07.053 0.4400 0,08 (CaA a) -0,042 LDF 4- 5OA(1f2FOAM) A Surf0icerAr 15.00) - &00 1 1 4083 0,6300 0.1 (C ".aAa) 41742 Climbing lacks C Surface Ar 44.00 « 4100 1 1 0.000 0,150707 0,31 (C "adA ii) 0 0(0 Sa*Ty Lime 318 C ", Surface Ar 44,00-0.00 1 1 0,000 0,37503 0,22 (C adA x} 0 €7080} lot Description Ea ce Allow � �(7onipwierrt Placement � Tcrtrxl� � � � i V1,4 � � � night or Shield TSpe Number ta:`( iAJF°S -StIA (i /i FbAaM) A N u..., 1nsicle E'ate 44.070) - 8.00 6 No Ice 0,00 0,33 L17F6 -50A (1 -114 C" No Inside Pole 38,00-8,00 0 1 No tee 17.01(7 0,66 FOAM) LDF5 -507A (718 FOAM) C No Inside Pole 313.00) « 8.00 12 No Ice 0.003 033 I. DF5 -50A (718 FOAM) 13 No Inside [scale 32,00 - x.410 6 No Ice 0,00 033 A; + ¢ Tower Tower fioce An Ar CAAA CjA,4 Weight Section Elevation Infidee Out Foci 1.,1 44DO - O,00 A 08.000 0,000 3.624 (1.01#)4} 0,0 B 0,000 0,000 0.000 OD00 0,05 C.` 0.000 00)() 2310 O.,000 0.16 ��v4 Section Elevation ('11"Y ( Jo„ C& CP Ice Ice l in in in or 1,I 44b0 -000 x.11 4 .... 0.4)255 fi.IF 4 tl,tI255 7 "tr777 Sec•ta In I e ed i 74ecord ,,Vo. Description 7,d ne Se renal E'!c t. K,, No Ice 7K., ke l..t 5 LDP2- 500(318 FOAM) 8,00 -25.00 LOON) 1,0000 I1 6 1,13F4w50A(1 / 1 2 FOAM) 8,00 -25.00 1.0000 1.0000 1.11 7 F DF. -500 (318 FOAM) 8.00 -15.00 1.0000 1.0000 1.1 8 ' F ..171.4 -50th (I IZ FO AM) 8.00 - 15.00 110000 110j 1...3 eI C`Is 6tn 1?e s (7.160 - 44,00 1 0474)0 1.0 [,1 10 Sa4et Line 3I8 44.00 1 0 I.0 TJescr"i7xtivla 7�cawe 4�(fsel G>sels. ri�iraaaat7s ,t7crcerrteall C.�6a (", C9 °etch# leg Laieral I e r't ff f a. n,a��,m, t e �,.a. . RV90- 17.041 P wP'Mount A From Face; 4.00 0,00{10 44,00 No Tee 4.01 3.64 004 Pipe 0.00 3.00 WBX065 20)Ii050 wt mount A From Face 4,00 0.4000 44.00 No Ice 5.37 4.54 0:05 pipe, 0,00 3.00 tt1C65- 18- 04DP1,2 wfMaunt B From Face. 4,00 0.0000 44,00 No Ice 4.511 3k4 {.W4 P ipe 0.00 3.00 58010 W /Mount hpc B From Fade 4:111) 0,0000 44.00 No fee 3.95E 3,49 0.04 0.00 100 RR65- 18- 0413P1.2 va °'Iv aunt C From Face 4.00 0.0:: , 44,00 No Ice 4,91 3.64 O.04 Pipe 0.00 300 58010 w/Mount Pipe C From Face 4,00 0.0000 44,00 No Ice 3.95E 3.49 0.04 0,00 3.00 Side Arm Mount (li(.) 70I -3j C`: Name 0.0000 44.00 No fee 2.83 2,83 0.20 Miscellaneous INA 502 -11 C. None 0,0000 44.00 No Ice 11,44 11,44 0.66 (2) `C BXX- 6516 -R2M wl A Frurz Leg 4DO 0.0000 38.00 No Ice, 6.18 4.53 {).0> Mount INPC 0.00 2,00 (2) - I'MBX - 4x51 & -122M t B From Leg 4.400 0.0000 :38.00 No Ice 6.18 4,5:3 0,05 Mount Ili PC 0.00 Description Fi7ce QTset gffsetc„ Azirrlud; Placement C+4 ("A 4 Weight car Type Ifor.. .4djwrtnr+ent 1- 'rant DSide Leg Lateral Vert fi .fit fi ft K �t 2,00 (2) I"f BXX- 6516 -1t2M w/ C From Leg 4,00 OD000 38.00 No 6.18 4.53 0.05 Mount Pipe 0200 .00 (2) ECC 19247 -'PUB A From Leg 4,020 C2b000 38,002 No Ice 0.54 011 0.01 (2.0)47 2.4242 FRIG A From Leg 4.042 0.4000 38,00 No fee 2,79 2.10 0,06 42.42() 2,4247 RNSDC- 7771 -PF-48 q � A From Leg* 4bO 0.0000 38,00 No Ice 331 1.314 Ob2 t).1)4) 2,00 (2) Oneba se twin Dual A From Leg 4,082 4).41(2009 38.0(7 No fee 19.67 42.31 0.01 Dup1a x'FMA 0171) 0,00 h?cFB 11 From Leg 4 00 0,0000 38,00 No Ice 4.13 1,12 0,06 0,00 2,00 FRIG F3 From Leg 4,00 6.0000 38.00 No Ice 2.79 1.10 0,06 000 2,00 (2)F(,C1922 -VF'UB B From L 4.047 01)000 38,090 No fee 0,54 0.21 0,01 ().(247 2,00 (22) Owiebd, Twin Dual B From Leg 4.0(7 OD 000 38.07() No I e 0-67 0,31 0,01 Duplex " AMA 0, 42.t7t) (2) ECC 1920 -VIIIJ 3 C Front Leg 4 D 0,0000 38,00 No fee 0.54 0.21 0,01 0,00 2.00 F F "B C ": From Leg 4,00 0,0000 A00 No fee 4.13 L12 OD6 4,00 2, 000 FRIG C° Front Leg 4,00 ().0000 38,00 Nolte 2,79 1,10 0,06 Obo 2,00 (2 Oneba se Twin Dual C From Leg 4,00 42,0000 3&00 No Fee 0,67 0.31 0.01 Duplex . 1'MA 41.424.2 4,00 F' -Arm Mount [TA 602-3 C None 41.()000 WOO No Ice 11,59 11,59 0,77 4'x " Pipe Mount A F °rorn Leg 4.00 42,()000 38,00 No Ice 0,79 079 0,03 4,00 0.00 W x 2" Pipe Mount B From Leg 4,00 8.0000 38,00 No Ice 0,79 07,79 0,03 0,00 01K) W x 2" Pipe Mount C,. From UT 4:0 0 R'!.WOO 38,00 No Ice 0,79 0,79 0,03 02DO 0,00 (2) RR65- 18 -C }2DP i Mount: A From Leg 4,00 42: €7000 3200 No Ice 459 3,32 0,03 Pipe 0,00 07 0 (2) FIF265-18- 021)P wt Mount B From Leg 4,00 0.42000 32,00 No Ice 4.59 3,32 C) 03 Pipe, 0,00 (2) 865.18 -02DP w" Mount C, From Leg; 0,00 4:00 0,0000 32,00 No Ice 4.59 3.32 03 03 S T-Aran Mount JTA 602-31 C None 0.0000 32.001 No fee 11.59 1 L59 0,77 Pipe Mount [PM 601 -11 C Front Face 2,00 0.0000 25,00 No Ice 100 0,90 OD7 ODO 0,00 Pipe Mount [PM 001-1,] B From Leg 1.00 0)(too 15,00 No Ice 300 090 0,07 0,00 0,00 OD0 IIPC'PE1 B Paraboloid From 1,00 (S.00 L16 No Ice 1,05 0,02 w/Radome Leg 0.00 ....... ... Load Cbmbination��� Descrilvion No. 1111- I Dead Only 2 L2 Dead+ L6 Wind 0 deg - No Ice 3 0,9 DLad+ L6 Wind 0 deg - No fee 4 11 Dead-f L6, Wind 30 deg - No Ice 5 09 Dead+ 1 k Wind 30 dLg - No fee 6 12 Dead+ L6 Wind 60 deg - No Ice 7 0,9 Dead4 L6 Wind 60 deg - No Ice 8 1 2I ad +-1,6 Wind 90 deg - No Ice 9 0.9 Dead+ 1.6 Wind 90 deg - Igo Ice 10 1.2 Dead+ L6 Wind 120 deg - No Ice, 11 0,9 Dead+ L6 Wind 120 deg - No Ice, 12 1,2 Dead+ L6 Wind 150 deg - No fee 13 4.9 Dead-r 1.6 Wind 150 deg - No fee 14 1.2 Dead+L6 Wind 180 deg - No Ice 15 0.9 Dcad+ 1.6 Wind 180 deg - No Ice 16 1,2 Dead+ L6 Wind 2 107 deg - No Ice 1 0.9 Dead+ 1.6 Wind 2 deg - No Ice 18 1.2 Dead-i 1.6 Wind 240 deg - No Ice 19 09 Dead+1.6 Wind 240 deg - No Ice 207 1 2 Mud+ L6 Wind 270 deg - No Ice or T)re 4 Horz 14javtmeni Beaw Diameter Area Lateral Width I"ert ... ..... ... HPCPE C Paraboloid From 1,00 0,0000 25,00 1A6 No Ice 105 0,02 w/Radorne Face 0,00 OD0 IIPC'PE1 B Paraboloid From 1,00 (S.00 L16 No Ice 1,05 0,02 w/Radome Leg 0.00 ....... ... Load Cbmbination��� Descrilvion No. 1111- I Dead Only 2 L2 Dead+ L6 Wind 0 deg - No Ice 3 0,9 DLad+ L6 Wind 0 deg - No fee 4 11 Dead-f L6, Wind 30 deg - No Ice 5 09 Dead+ 1 k Wind 30 dLg - No fee 6 12 Dead+ L6 Wind 60 deg - No Ice 7 0,9 Dead4 L6 Wind 60 deg - No Ice 8 1 2I ad +-1,6 Wind 90 deg - No Ice 9 0.9 Dead+ 1.6 Wind 90 deg - Igo Ice 10 1.2 Dead+ L6 Wind 120 deg - No Ice, 11 0,9 Dead+ L6 Wind 120 deg - No Ice, 12 1,2 Dead+ L6 Wind 150 deg - No fee 13 4.9 Dead-r 1.6 Wind 150 deg - No fee 14 1.2 Dead+L6 Wind 180 deg - No Ice 15 0.9 Dcad+ 1.6 Wind 180 deg - No Ice 16 1,2 Dead+ L6 Wind 2 107 deg - No Ice 1 0.9 Dead+ 1.6 Wind 2 deg - No Ice 18 1.2 Dead-i 1.6 Wind 240 deg - No Ice 19 09 Dead+1.6 Wind 240 deg - No Ice 207 1 2 Mud+ L6 Wind 270 deg - No Ice wA�M C"taerW T2e sa rapattrarr Alf.). ....e.� ...... _ .... ...r - _...21 f1.917ead +1.6Wind 270 deg �, No lee 2 12 Dead+ 1.6 Wind 300 d - No lee 23 17.9 D + t 6 Wind 300 deg - No tee. 24 1.2 D ad +1 6 Wind 330 deg - No No 25 0.91 d +-4.6Wind330deg -No le 26 Dead +Wind 0 deal; - Service 27 l lead +bind 30 deg -,Service 28 Dad+ Wind 60 deg - Service 9 Dead+ Wind 913 deg - Service 30 fVid-+-Wind 120 deg - Service 31 De d +Wind ISO deg - Service 32 Dad +•Wind 180 deg - Service 33 Dea +Wind 210 deg - Service 34 Dead 4 2411 deg - Service. 35 Dmul+-Wind 270 drag - Service 36 Dead +Wind 3110 deg - Service 37 +-Wind 3317 d _ Service Section Fleveation 1100. Gov, Tilt Twist No. Deflection Load in Co ink �.._ _ .... ,._ ... ....- ., ..._ M._ ..._. ... ....... t.<1 44-0 3369 :31 € ,5822 i? 0016 Elevation ,^idrdrurterurrace Gov, Deleetrerrr Tilt 1"as €st Radius of Load Curvature C omb, tt 44,00 RV90- i 7- 04i7ts vv/Mount Pipe . , 31 eo 3,369 - 0,5822 0,0016 lnf 38.00 ( TMBXX-6516-R2 vvt Mount 31 2.909 0,5029 0.0014 ffif Pi 32,00 (2) RR65- 18- 020)1= w+' Mount Pipe 31 2.4501 01,4235 0.0012 frr# 25,00 131 . PE -23 31 1.914 0,3308 0,0009 Eraf 2000 H1 -23 31 1,531 0.2647 0.0007 lnd 15 00 Pt3ae M a+,tnt F'lvt 6111 l� su a uu 31 L 148 0 198> O f 006 lnf T ower Maximurn • ! i nd Sectirars Elevation tfvr<. Gov, lilt Twist No, l fPection Load ara Comb ��. ..,. _.._...... r ,..v�.. ,. _,_. ���..... �.e,..... .. ..d,, ,. .,,e_,: .�., .. !.1 44-0 16.651 12 2.8796 d", ).79 ....... ...... Size Critical p ollaA- % Pan No, 7 :vpe Element K K Capacity .... . Awl L 44-0 Pole Load . '7f 6 Pass Curvelture Summary Comb, 01 70.6 Pass J ............. ......... . .. 44.00 RV9(? -17-041,')P Pa&s f6 2,8796 OM82 Illf 38.00 (2) TMBXX-6516-R2M vv/ Mount 12 14,381 14869 OM71 Inf Pipe 3200 (2) RR65-18-02DP Nvl Mount Palle, 12 12.8 2,0943 0.0060 Inf 25,00 HPCPE-23 12 9,461 1,6361 0,0047 Inf 20,00 FIPCPF-23 I? 7,569 1,3089 OM37 Inf -1. fliP-C, oun T u w 12 --- 5,677----.—l9817.—OM28---, Int' Section Caocitv Table clion 1""Ievalion Component Size Critical p ollaA- % Pan No, 7 :vpe Element K K Capacity .... . Awl L 44-0 Pole . .......... 'FP21,92x34xOA875 1 -6,82 861 07 . '7f 6 Pass Summary Pole (t,1) 70.6 Pass RKVING = 70.6 Pa&s Prograin Wrsion 6.0,4,0 - 1/27, File: R:/CrowiVO I 201232(X)/Drawit)g�/StnicturaV876994 The Grange/4tructuralAnx/876994.eri Crown Castle USA, Inc. October 24, 2012 44 Ft Monopole Tower Structural Analysis CC/ BU No 876994 Project Number 012. 012 2 -t 7 Application 16423 1, Revision 1 Page 9 tnxTower Report - version 6.0,4.0 I I ■ ��{ � � Sass , 4:34:1 I ■ Crown Castle USA, Inc, October 24, 2012 44 Ft Monopole Tower Structural Analysis CCI BU No 876994 Project Number 012-01232-00, Application 16423 1, Revision 1 Page 10 tnxTower Report - version 6,0.4.0 � ��`. Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F X Assurn tiow 1) Rod groups at corners, Total # rods divisible. by 4. Maximum total # of rods = 48 (12 per Comer). k_ 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (sarne corner) 3) Clear space between bottom of levelin nut and tog of concrete not exceeding ad Piameten BU#- 876994 Site Name. The Grange 1 =43 0 �U Anchor Rod Data URFAME111111 a # Oty: Plate Tension+Shear, ft/Ft+(fv/Fv)"2: N/A Diam: ::71 N/A Jin Rod Material:1 I degrees Yield, Fy Strength, Ful in � B o �lir�ed in 1 =43 0 �U W=Side-� Thick :1 Grade Cl _Qistance, �7;onigurat�iow in in 1.111 und # Weld Type. Plate Tension+Shear, ft/Ft+(fv/Fv)"2: 1 =43 0 �U OfortrINNIUM Thick: Grade:?Olksi Sis: 1 a # of de I! �7;onigurat�iow in in 1.111 und # Weld Type. Plate Tension+Shear, ft/Ft+(fv/Fv)"2: N/A Plate Comp. (AISC Bracket): N/A Jin I degrees Eillet H. Weld' V, Wel& in Width: in Height in Thick: in Not& in Grade: ksi Weld str. Clear .. �between Stiffeners at �B.C. 1 =43 0 �U OfortrINNIUM Thick: Grade:?Olksi Sis: 1 a # of de I! Vertical Weld: in in 1.111 und # N/A Plate Tension+Shear, ft/Ft+(fv/Fv)"2: Base Reactions TIA Revision'! Factored Moment, Mu.'U�Wlt-kips Factored Axial, Purl Factored Shear, Vu Vertical Weld: 1 kips Plate Flex+Shear, WFb+(fv/Fv)A2" N/A Plate Tension+Shear, ft/Ft+(fv/Fv)"2: Anchor Rod Results TIA G --> Max Rod (Cu+ Vu/n): 111&5 Kips Axial Design Strength, 4)*Fu*Anet: 260,0 Kips Anchor Rod Stress Ratio* 44,4% Pass Base Plate Results Flexural Check Base Plate Stress: 26,9 ksi PL Design Bending Strength, (P*Fy 45O ksi Base Plate Stress Ratio: 59,7% Pass NIA - unsutrenea Stiffener Results Horizontal Weld ft/A Vertical Weld: N/A Plate Flex+Shear, WFb+(fv/Fv)A2" N/A Plate Tension+Shear, ft/Ft+(fv/Fv)"2: N/A Plate Comp. (AISC Bracket): N/A Pole Results MIMIC= !1 111111 !111 Will IIIIIIII CCIplate 1.5 - Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 11DO/tZ4/2Q_12 (� , i WPM BU# 876994 Site Name: The Grange App ! •" Pier Dist. Above Grade: w in Pad Bean - i d� ft P Thi c k ness, .... Pad Width=Length, L: Pier Dist. Above Grade: + in Pad Bean - w i ft P Thi c k ness, .... Pad Width=Length, L: ft Pier Cross Section Shap, i !! <--Pull Down Enter Pier Side (Vidt ft iE"... • ,.. # * a .. w M... Pie «: ! ft ft M F Passive Pad Force L ocation s s• 3 ♦ u. P ressure F + ►'. :. Ultimate B Capacit � w i ksf Stren � R e III �P f 4 � Angle of Fricti 0-1 Undraine i !! Allow able Bearing Pa ■ M F Passive Pad Force L ocation s s• 3 ♦ u. P ressure F + ►'. :. +" w • • Out * , nylfau �I�IIY -------------- - , Resistance due to Fou Gravity +" w • • Out * , nylfau �I�IIY Moment (MW-Msog), M1 1 ! • n +" w • • Out Factore 11I II II IIWIr qI IIVI� - 1,6 W - Moment (MW-Msog), M1 LORI Y1 Orthogonal qu= 2.54 ksf qu/4)*qn Ratio= 56.38% Pass ( 0707M1)/ P 1 Diagona s 4 a Pass wr ; Orth Orth q M ksf Diagonal • , Max Reaction Moment (ft-kips) so that qu=(p*qn = 100 Yo C �---------� "Searing /Stability Pier Square Pad" Taal, SS SQP, Version 3.0 - Effective 06/27/2011 Analysis [date. 10/24/2 2 0 00 0 9904a - The Grange - $U#, 874?94 SSOE Project Number 012-01232-00 AnolysL� Code Axial F— k Pod Geometry # R0100fe3fto Rod Length 10.5 ft Pod Width 10t Pod Thackrren 4 tt Pod Tatty lk ebar $Lze '44 1 Pod top Rebar Qv,�infily 11 Rod BaHorn Reber See #11 Pad Bo"orn Re bar Quonfily I I clear Cover 3 in Shear Capacity 3 k Rebar, Fy 60 ko Net Sho;v 0,9 Pky Uiarriefer 9,60 k-ft B .EBB C' i88t5�CarR Met Be.,ing Pressaare ,54 kd Edge of Pod to Ner Face 2.75 ft Tawef width at Bose ft ecO ftorn. Crown Spreodsheet), OK Non-Bearing Length 4,2 ft (P Plere) 0,75 Reinforcing Calculations Mhqirnunr Reintorcenrent Check A,Wn - L71,54 W/ft As = E,6347857 in OK Fair! m hing Strew (P Plere) 0,75 V, "', 7M kif q)v" �- 290U1 k1f Shear Capacity 0,2% OK ft, sire q ffension) 0,9 K, 9,60 k-ft �M„= W16� k-H Moment Copocity ',Q% OK Se arn Shear V, 6,99 k TV" 42,28 k Sheer Capacity R8.5` OK Ptain Concrete Interaction Moment Capacity n/a 0d� ShearCopocity n/a O'K As p ,>Aded n, nma than � 3 W, ais� than Re qWrrd by ana yds W IP III imil , k9 IL� iluMm map in) mKo NAOAr OVATR DO 0021,10 P 0 OAT" 9 090" IA' =V PR (714) =-.QIZ3 "M (714) 00-01251 El, I A 41 (j .IE '"l BATAVIA ST WIN" Qk SWS7 PH, (714) 665-023 FAX ahELLINIMLI =10ing-N T - TITLE SHEET T-2 STANDARD NOTES T-3 GENERAL NOTED A-I SD`E PLAN A-2 ENLARGED SITE PLAN. & ANTENNA CONRGURA`DON A-3 ARCHITECTURAL ELEVATIONS A-4 DETAILS A-5 ANTENNA SCHEMA= & NOTES A-5 ANTENNA SCHEDULE & ANTENNA LAYOUT A-7 ANTENNA FORM E-1 ANTENNA GROUNMNG & NOTES A 12 J� /05/12 11 PREL3WOARY CO �11C REE, "' 0 0, 1 0'3/' 3 L DO T4 NA� REUAHT LAND SEWCES, W, PRIMUS DESIGN GROUP 1575 SATAVA ST 1576 BATAVIA ST ORANGE CA 92867 ORANGE CA 92867 PHONE (714) 685-0123 PHONE: (714) sm-alm FAk (714) 5815-0125 FAX: (714) WO-01 Em I ww. JPC, IMC, lFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. Wheat Date 2006 NTERNATIONAL BUILDING CODE 2005 NATURAL ELECTRICAL CODE T A homing codes or other ordinances of the City shall not be valid, kk rk GAIGE GALVANIZED at LV Va OR $0 GYP =1 GYPSUM GROURO FAIJLT CIRCUIT ONO M HC HOLLOW GORE N ,WARE 4 A Ik ' W SAM 00 PLAIDS; ASTM A36 MFle% ot&AL p- rTG plo"Zomlo C-, M-, NO A36 w VVOI BASE TRANSCENER INSIDE OMENSION STATION MT C jr CL 0 UNK OLD MGH-SIVENCTH amis" ASIM A325SC OR (AMN) w or & a SONY Mao CORR c o MV O.Ly kk rk GAIGE GALVANIZED at LV Va OR $0 GYP =1 GYPSUM GROURO FAIJLT CIRCUIT ONO M HC HOLLOW GORE N ,WARE 4 A HIA ' W SAM 00 PLAIDS; ASTM A36 MFle% ot&AL p- HOUR HT C-, M-, NO A36 w VVOI to INSIDE OMENSION INS MT Iwxr jr JOINT lug SECTION NUMBER A.M. N. BARTH ;A Lf tRION T PLYWD POD CONNECTION PROP PT ad TREATED - "S SO B SIM EET K ECS R STL STEEL STOR STORAGE STRUCT STRUCTURAL S V S &KN SYM SWITCHBOARD fi ONWW—hlol III�III �C�I II f l III � 1 1111 0 m @�N It ALL DIMENSIONS TAKE PRECEDENCE OWN SCALE UMESS NOTED OTHMONSE '00 x. 17, ALL DININS NO $Vt= IS TO BE KM0VW FROM THE PRO= MX PRINOIES SHAU RE km IN A CLEAN ORODU FNISSMOD CONDITION AT A" I V 11 - 1 . M. • 31IEFAMMII�M I WITH :6 Va WR RESISTANT WT WEIGHT XFMR TRANSFORMER AT mom amTs (J- Aslu A36 CHANNEL CENTERUNE SAM 00 PLAIDS; ASTM A36 AN= p- PROPERTY LINE fi ONWW—hlol III�III �C�I II f l III � 1 1111 0 m @�N It ALL DIMENSIONS TAKE PRECEDENCE OWN SCALE UMESS NOTED OTHMONSE '00 x. 17, ALL DININS NO $Vt= IS TO BE KM0VW FROM THE PRO= MX PRINOIES SHAU RE km IN A CLEAN ORODU FNISSMOD CONDITION AT A" I V 11 - 1 . M. • 31IEFAMMII�M I Z vi Fill mmm G ) KEY NOTE REFERENCE PROPERTY LINE (= DOOR NUMBER FENDING =u AREA ANDIOR ROOM NUMBER ELECTRICAL SERME MECHANICAL UNIT -7-1—r—T- TELCO SERVICE ELECTRICAL * TELCO SERVICE HUM IN ABBREVIATIONS & SYMBOLS, GENERAL NOTES 0 01/08/13 FINAL CD MIDEMA� CowaRw TO --- ANI BOLTS (HEADED): AWN A307 mom amTs (J- Aslu A36 SAM 00 PLAIDS; ASTM A36 SOLTS; ASN AX7 C-, M-, NO A36 DEFORIAM WEIM Wift FARM: A5V A497 EPM AND OPANSION ANCHM RVA OR EMNA,00 EMBECO OR COUNkLOO MGH-SIVENCTH amis" ASIM A325SC OR (AMN) OTHER SIRUCIURN. SKAPES: AMU A36 RGWORC*4 sgm Aslu Asm GRADE W, 00I GORE SMOM WWOG WIRE FAMO ASM AIRS STRUCTUIW WF SHAPES, ASTM AS72-OW Sim PWE. ASTM A53, ORADC 8 PE WW- M4 GAGE OR H&� BLACK ANNEALM Me PIK ccLUN' TJK S m a A S T A I A 5 0 0 . G R SITE iNFORMATION� WELDING ELECTROOM E7010( W - SHAPES� AMU A"2, OPADE 50 Z vi Fill mmm G ) KEY NOTE REFERENCE PROPERTY LINE (= DOOR NUMBER FENDING =u AREA ANDIOR ROOM NUMBER ELECTRICAL SERME MECHANICAL UNIT -7-1—r—T- TELCO SERVICE ELECTRICAL * TELCO SERVICE HUM IN ABBREVIATIONS & SYMBOLS, GENERAL NOTES M W w � N MIA in Q a I } ! ■• ay } ��, *�� T���� } � h« M Mk f 4II " C } ■ ■ ■}I�I � � M M #.Y « # . nx« Z# W&M NOTED i 0106P R Nd- } I N } } 4 i. .1y.. } 4, ALL METAL MUST BE CALVANMED AFTER FA6T000" 5, ALL %W WAL V BE 'A KINUM 24T GN.M. Y Y r � x} +:. + X } . Wi NNSMIN, Al a}# oa , : N .., . • !. ,.... ,.... r. • x- •., A, LOCAMM AND OLASSMATKM OF THE DaMMSHERS SKkL BE TR ACWJEW4CE YaYN THE CNI POW COM STM40ARD 50^1 AND PLACEWENt M WWECT TO M APPROWL OF 114E & A MAY K REWRED FOR THE Moknffiks ON SM AND MAY RE MSM : S BY A MM NSPECTOR. , ¢2T{C .i desic1rt 491.11(1 t57E lr ST ORO" CA FK (714) ms FAX I W FF IN m ��Mmff=m I n AITF in. R7ACIQA RITF MAMF- T14F r.RANr.F APP IM 164231 Mwof NOT MR MOM e (t) OVA—M FMM coow—_. , EN mcmi� SPRINT DNO3043-A 3150 YOUNGFIELD ST. WHEATRIDGE,C080215 I U ;j m 7901 E LOWRY OLVO OEtf4R CO =30 I= (E) T-MMU Rew (E) m rm t P .. d.sig. Mn DATAM ST 82M7 MY (714) ON-= FAX (714) M-0 7 eM - ----- SPRINT YOUNGFIELD DNO3043-A 3150YOUNGFIELDST, WHEATROGE, CO 80215 �m WEST ELEVA11ON mm_ mmmgmmc��� 0 al W.. affi# D&Agm IN NOTE. VERIFY WT14 CASINEr MANUFACTURER FOR MOUNTING �EQUIPMENT CABKT, (TYP) HOLE LOCAVONS 1 0 Q m.jm;um 1; . ml#- # C 1) % T4 4 ANTENNA SPEC _ W/#KmNNA ALA" DOWNTILT ANTENNA RTN -48 i M"7W BRAO(ET HARDWARE BY ANTENNA ONE MFG GROUND BAR 2 3/8 WN SCH 40 OR UND M VERFY LENGTH W/ANTENNA REQUIREMENTS HYBRID IN POWER OUT RSER OUT NEW TMBX-W7-R2M 35/4 ANTENNA, VERFY TYPE W/ T-MOKE PRIOR TO STARIM CONSTRUCTION IN NOTE. VERIFY WT14 CASINEr MANUFACTURER FOR MOUNTING �EQUIPMENT CABKT, (TYP) HOLE LOCAVONS 1 0 Q m.jm;um 1; . ml#- # SPRINT DNO3043-A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 ■ 4 ANTENNA SPEC SPRINT DNO3043-A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 ■ li i I ! , Fi I I pow"... 2 1 IEEE El 121111 - 1 113 11 111 '. ALL TWS TWl BE PRWM PER RFD$ FOR AS=%kTED TEO#40LOM I NSN Configuration I A — 201`�_Mplexers I S,-dor of W bfing mcwm (of tway CROWN SITE ID: 876994 SITE NAME: THE GRANGE APP ID: 16421 .N r°T t. VMFY RF DESION WITH LATEST RFDS AWLABLE AT TIME OF ISSUE 2 AZIMUTHS BASED ON THE TRUE NORTH 3: ROUTE HYBRID CABLE TO COUP AND RRU, PROVIDE JUMPERS FROM RRU TO ANTENNA 4, IF AWS (UMTS) IS CURRENTLY A QUAD LEAVE AS IS, 5, RE—USE (12) RUNS OF COAX Eu m MI E. UMRY W-VO mif'" co 80= SPRINT DNO3043-A 3150 YOUNGFMLD ST. WHEATRIDGE, CO 80215 mu I (1) NOKIA LOW CAPACITY HYBRID CABLE 1,323TYPOI MINE .N r°T t. VMFY RF DESION WITH LATEST RFDS AWLABLE AT TIME OF ISSUE 2 AZIMUTHS BASED ON THE TRUE NORTH 3: ROUTE HYBRID CABLE TO COUP AND RRU, PROVIDE JUMPERS FROM RRU TO ANTENNA 4, IF AWS (UMTS) IS CURRENTLY A QUAD LEAVE AS IS, 5, RE—USE (12) RUNS OF COAX Eu m MI E. UMRY W-VO mif'" co 80= SPRINT DNO3043-A 3150 YOUNGFMLD ST. WHEATRIDGE, CO 80215 mu I Ml C 0. YM' BIND Service Delivery PLANS PREPARED BY: Vers 1 Issue Date - 26-2011 ,rt A A n>,,., ...¢ . 1 „a... c. 1w, s.. � 5, , ,... v , a,.. }.. r.n nt. ,. ,., , >k, a ..a � n Na, . , � t }.: t n .,+. ,.,,. a, \ } � � 4' 1 � E'r . X.. � v , aIa ..a. i? t Yi ., v � x, n v..».. v , Ei, a � , , r m ;,i Y� >r v, x x ��n X. X rt � x ., a��� v, ,. „ r }�uti, , „ v� „�., Aa , , 1�15�, �:Aa,,v�.,nu�Wti..,, �z�y�a<I'iC'~v �?w�, 1, z�;�v .... , Y. 1��,, �.,x }a,, .'fix. C1t,�`�ii`„. .:a\ ,�a�N\,......aua.# �l tR,r. ,, ,a kr `lt, I: ,n t*5,31'?,�. v.,, ,a i n, X. .; �JX. : : M1,..J ``Sa 1'• .:'t„\ Y.,1 �.. , X }, 'ui. } �x �. lU Yu, }a.. k,k ix'A.w.l» o k i�,.i\ y , ,. '.„ � ».,.. » i'E., a, i , , $. .. R,, ;a to �,, :,.:. Ras - yt . , . k ,R.. t } � ..}.f �. at ,. , . ^,. Y,' ., .a ,a ,. ,3aas`, aA.. 1 n a , a t•T u S . ,.? '1tt.,. ) e,.. t: $1 , v , � i. 4 i }„ YAt� x \ i , s =a ,, : a,`lii. a .. d ,. SaTe OA,+&L1 ST r".� �U d„. ..., 3. , A }, Ca.. 1. :. .. 1. �, t A. rs. attt, .}a w, : ., '� v v ; �� i. �,.. e�� vai�,t i`at�ktv.�aa,, `� ca 912W \ ,. \ ,. 4RX v. t . V,. ,. ..-. v. \n �+. 'x,.t. Rli.. 1l 6tlSd ,na., , lTl .n`v'E EA5^ FbX. t# �rtf• "!4i]3 .. ,:. ,. Cr p C? p t T . x ., } „X.t t?*kSULT4Ni's GROt3F'; A 1 ?. t � i. \. .,X, - m a a.: , t ev,, , x L A aJ as t,. x r 1, h kxaa v, rtratide "t dr ” cent rfin i dots (L ) "'A L' (Above Ground Lev ! in the Antenna worksheet rar Antenna drip and "Tail) and Mount Centerlines. Top of centatme Of 0=0m or m tType dgNQ 8E Aft" :a" . & Ty APtema NAt eet Noa of C*At of & sue rwax» Na, a tP �arsxr AZa �h Aft mm Asrxaea Aarar 3"tA +'RRa3 tA�g , TtvT3t9 ' t SJAz 153 SO** Sr (P t, 0 W, etc) E tF Req F Arty s AY ourr Hash tat r r t s 'rk eA st. r. weigh tt t J �t�x t, i wa+. {7ttp axa FAX fxr +) gas ANDREW ! CCA 7/8" r3NESASE TM N CURL DATE: OESCMPTION: EY. 3 A PANEL 't 3A? AC "...." AC' .7. „,og° "35 "! Alm>pE"N t r�c�txx„„55s��!�2�t aEE� �r��3A � tsttPt_Ex A NA A t2 Jca5 /t PREUa�t � C7 BG A NDREW : , J, 3" ��' CC ,."f — ,sg'° a,NJPE'� CUP,I `S IWM N DUAL NA ._.....0 C PA Et Y ONERA . �t,$a}'+v 65 S..,F2M AC 42,_4,. 40' .. IM t� d!i /06 9� pS C D TJ D PANE ANDRPW : I ICIE 42' - 4 - 40' 37' 7” 38' COAX 7,'8° 2 ANDR N LNFBASI. MN CUB NA �„ N ANDREW , :a a:x " —.4" r Tta` rn „ .. .- ON BASE xq!N DUAL p° PANE' "Go ,cC . _.S "' ,.> COAX 7/8 2 ANCt'ESiN DUPLEX ,pAA t NA :"�7EaP;1lk A2 PANEL _ , "` CNEBASE TWIN DUAL C : DA8XX.6 — R2,M 40' 37 ' —L§ "': 3E': COAX 7/8 2 ANC4ReW DUPLEX 5MSa NA E 220 4 E'`° Y' 4tl .X. .4 38 COAX ,',` 8 AtJ.¢.:RFYi• t `*AEEBASL 4N DUAL N �t AN�EC 3� 4NE' %. N4EX.v. 65ty;. °Qm",7,M x u+Ct ..A,X T L4A W ; e t� SITE PNFORMATSCDN:; S i T W ELD s DNO3043 —A is 3150 YQUNGFiELO ST, IS WHEATRIDGE, 00 80215 E2 SEAL: „ a as+sga *e ;0 t .., \•, 5 ,` I? t it .,7. �1 \ a sf. .. f �, »,r `n ,, } t 1 .E:...7„\ ..a,a , r,b. \.. ,, 3 ,i� ✓ 3 "•:a a .}�,..1., ,u. A,a ` a,,. ., .\ .. ``�". x t .,, i r C ,. , % ... � „ .:., , a .. , m. „ ., a t , m X v , � .. , a a T. .. a. •a ma .„ ax• `\.�v" .,a. , i n r t X » �, a H.1... ,,. ,5 'a? :\ b Xt. \ f' i,.,� .'s.....a"., ..... rit r �. . , l :.: "> , , a i t A :4 to hY a ,*,.. yi. 1' ," „ r;'.. .1 , ,,: \ A, :. \ , ,. ' n 'S w , ,x✓ , 'e , .. . 4 ..Y �. { a.. t '•ti� 1. i$ . `m .., r 1 o ` 1' r n., m t Y+ . a.. ., :',. . , � t... S HEET TI ANTENNA WORK SHEET \. \ 1� , WS v a.. A o.. ... b \ W x ,. \ , ,. �. $ t•. a � n .. , !T. FORM SHEET NUMBE.R.:.«. f T primus design grou _ \ WM ORV 2W P", (714) -Oa FAX mmmm� »� * # 0 "lMTAvlWmFWiFpqlfflw GROUNDING E m " ' City of Wheat Ridge - r� Commercial Roofing PERMIT - 102075 PERMIT NO: 102075 ISSUED: 08/31/2010 JOB ADDRESS: 3150 YOUNGFIELD ST EXPIRES: 08/31/2011 DESCRIPTION: Reroof 35 sqs of 1 1/2" polyurethane and 30 mills acry * ** CONTACTS * ** owner 303/279 -2231 Maple Grove Grange sub 303/772 -8269 Bill Rice 10 -0281 Technical Foam Corp. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 14,300.00 FEES r b � Permit Fee 283.55 rr, -�� Total Valuation .00 Use Tax 257.40 ** TOTAL ** 540.95 Conditions: 6 nails pez:hingle is required. Ice dam membrane is required from eave edge to 2 inside 6Vior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Midroof inspection is not required on permits purchased after 4/18/10. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be will be assessed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Or d inances, for work under this // y ermit. Plans subject to field inspection. Signature of contracto /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan_revjew/yysubject to field inspections. Signature date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. - Plan # Btailciing 8: Inspection Services Division Per nit # 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax` 303- 237 -8929 Inspection Line: 303- 234 -5933 Building Perrnit Application Propetfiy Adda`ess: � � � � d i >l2�C754 f � �_ Property Owner (please print): J"70Gi f 61`11 U Y _— Mailing Address: (if different than property address) Address: City, State Zip: CRJP-C'Indie— Co �t)ntratfiDf: Contractors City License # F" ea A77 License M Plumbing: City License # Phone: '✓` U S 7 - ;>'®1 - 0 -Z 9 Mechanical: City License #, f,e kaa -(�— - t— - Contra c x_V I ye, P e i Y Review Fee (due . at time of submitt aq: .Squares BTU's Gallons Amps Sq Ft. $ - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations . of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and - allegations made are accurate; that 1 have read g and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: A "V /Ge../ SIGNATURE: A� M DATE: Bldg Valuation: $ ►~4' ~ CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: lG c~L, - ~S Job Address/Permit Number: /D -D~6~6c~GL~ r Time AM/PM ❑ No one available for inspect),No Re-Inspectio n required:. es When corrections have beemadE,f rve-inspection at 303-234-5933 Date: 4 Inspector: S DO NOT REMOVE NOTICE OccupancylType INSPECTION LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS - DATE INSPECTOR INITIALS COMMENTS: - Footings/Caissons Stemwall /(CEG) Concrete Encased Ground Reinforcing or Monolithic. Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing- (Underground) Heating (Underground) ROUGHS Sheathing Lath /Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rouah Mechanical Drywall Screw POUR NO CONCRETE UNTIL ABovE INSPECTIONS TO BE SIGNED PRIOR FINALS Electrical _ Plumbing Mechanical Roof 'Building Final Fire Department R.O.W & Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS Parking & Landscaping . - "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE 07 f 1,55~ Inspection Type: z-• Job Address/Permit Number: 'fir rn Y ,7 - / 1C' e 7 f 1 C n+ ~ '~~f, e i ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933` g. Date: 1 5 0 Inspector: DO NOT REMOVE THIS NOTIC 41 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: Z5 No When corrections have been made, call for re-inspection at 303-234-5933 Date: ! Inspectors>' T_ DO NOT REMOVE THIS NOTICE' Page 1 of 1 Melissa Mackey From: Marti Laird [marti_laird@yahoo.com] Sent: Tuesday, December 16, 2008 3:36 PM To: Melissa Mackey Subject: 3150 Youngfield_T-Mobile BP Hi Melissa, In follow-up to our conversation, I'm sending you a request fora 180 day extension for the building permit approval, regarding T-mobile's application for 3150 Youngfield Street, Wheatridge, CO 80215. Thank you, Marti .Ntmu eahd The Liberty Connection, Inc. (720) 940-5418 cell /(303) 660-9088 office marti_laird tr yahoo.com 12/16/2008 Page 1 of 2 Melissa Mackey From: Marti Laird [marti_laird@yahoo.com] Sent: Tuesday, December 16, 2008 4:37 PM To: Melissa Mackey Subject: RE: 3150 Youngfield_T-Mobile BP Thanks so much Melissa.. I appreciate your help with this! Best regards, Marti .,11MU Riund The Liberty Connection, Inc. (720) 940-5418 cell /(303) 660-9088 office marti_laird@yahoo_com On Tue, 12/16/08, Melissa Mackey <mmackey@ci.wheatridge.co.us> wrote: From: Melissa Mackey <mmackey@ci.wheatridge.co.us> Subject: RE: 3150 Youngfield_T-Mobile BP To: marti_laird@yahoo.com Date: Tuesday, December 16, 2008, 3:18 PM Hi Marti, The building official has approved the extension so the general contractor needs to be currently licensed with the city and the remaining balance of $809.06 will need to be paid before the permit can be reissued and released. If you have any other questions please don't hesitate to call me. Thanks. Melissa Mackey Permit Technician 7500 W. 29Th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-234-2857 www.chwheatriclge.co.us 12/18/2008 Page 2 of 2 City o1 W he at dgc (,OMMUNITY nr~'rU1VMFNT CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Marti Laird [mailto:marti_laird@yahoo.com] Sent: Tuesday, December 16, 2008 3:36 PM To: Melissa Mackey Subject: 3150 Youngfield_T-Mobile BP Hi Melissa, In follow-up to our conversation, I'm sending you a request for a 180 day extension for the building permit approval, regarding T-mobile's application for 3150 Youngfield Street, Wheatridge, CO 80215. Thank you, Marti .:bland 1'a&a The Liberty Connection, Inc. (720) 940-5418 cell /(303) 660-9088 office marti_laird@a yahoo.com 12/18/2008 . C,D CD > > N n ~ o c~ i ~ ~ O ~ q N d C `m Q ~ N 'a -0 { (/1 n N ~ O <A ~ N ~ ; ~ ; 0 w N W a in w w ❑ z 0 0 7 N < N N Q m' 0 D ~ ~ ~ C- 0 a D a a (D ~ CD y ~ m Z O c ~ O' \V ~ , ~ A I U) m z - woc° NW-•0 O: ~ Z N d 0 O T o ~ W ~0 2 0 R1 o y ~ > m . N . v , ~ ~ ym ° 3 x COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15149 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/20/03 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: SPRINT SPECTRUM, LP Property Address : 3150 YOUNGFIELD ST Contractor License No. : 21552 • Company : WESTERN TELCOM DENVER CONSTR. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thal the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 29 ree to abid by all conditions printed on this application, and that I assume full re spo bility for co pliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable ea Fq~dg d,in~.a/r~es, for work under this p m ` V DATE Phone: 33720-936-087 Phone: 720-858-1115 Construction Value : $45,000.00 Permit Fee : $593.75 Plan Review Fee : $385.94 Use Tax : $540.00 Total: $1,519.69 (OWNER)(CONTRACTOR) SIGNED US2 : Description : INSTALLATION OF PANEL ANTENNAS ON EXISTING CELLULAR MONOPOLE Z4nin'g,CQmments: Approval : OKITCD Zoning : PCD Buildirig Gprnm~nts: Approval : OKIDM Poblic Wflrl~$'Commen#s: Approval: Occupancy: Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : BARBED WIRE MUST POINT EITHER DIRECTLY UP OR IN TOWARDS TOWER (>90 DEGREES). 2120103 Roof : Stories : Residential Units : Electrical License No : 18301 Plumbing License No : Mechanical License No Company :Thoridon Electirc Company : Company : Expiration Date : 2/28/03 Expiration Date : Expiration Date : Approval: DM Approval qpproval: : (1) This permit was issued in accortlance with the provisions set foRh in yopur application and is subjecl to the laws of the State of Cobrado antl to the Zoning Regulations and Building Code of W heat Rld9e, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If lhis permit ezpires, a new permit may be acquired for a fee oF one-half the amount normally required, provided no changes have been or will be made in t e original plans and specifiwlions and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or abandonment ' exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will change the natural Oow of water causing a drainage problem. (5) Coniraclor shall notify the Builtling Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a ermit or the approval of drawings and speciFlCations shall not be construed to be a permit for, nor an appmval of, any violation of the provisions of t iltling~,cod r any other ordinance, law, mle or regulation. Chief B ding Inspe r DEPART'MENT OF PLANNING AND DEVELOPMENT BUII.DING INSPECT'ION LINE - 303-234-5933 CITY OF R'HEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~PLtCATtON Ftoperty Owner: 5Py^ ; vlj S(J e("l v u vO-L E Property naaresS: 3 1 So ~ f- F Id Sf Contractor License No.: 0--4-Yv 3, Building Pemit Number: Date: ~ K-)IpA 146u~FEo Phone : l) cl "9 5 b~ V 0 ~ 04 Phone:lao-6,58 - k\cJ O WN&ILCONTRACCOR SIGNATUR& OF UND&RSTANDING AIVD AGREEIvffiiT I heazby cettify that tha satbeck distances propwed by this peanit applicatioa ero eccucxta, and do not violate applicabla ordinanauq rvles or mgalatioac ofihe City of Wheat Ridge or coveneNs, •°_^^mts or ieshictims of rocard; that all m•,~+,.smenra shown, aad allegationv made nre accurata; that I Lave reed and agraeto abide by all eonditions priinted ont}tis applioations endthet I essnme full reaponsibility for complimce wilh the NLeat Ridga Huildi¢g Code (U,B.C) and nll otha applicable Wlvat Ridge Ordinances, fot wodcuoderthis pamit. (OWLffiI2xCOTiLRACLOR): nwcription: S0, 0nlfatio~~, ff~o0c4d(e o f ri q Up ( C~t 3I50 .7 fi Construction Value: S V U v Permit Fee: ~ G 3 15 Plan Review Fee: ct 4 TiaaTar- -1;11tn L) C) TOtal: ~r UNdeU,rlQJ C)(~ Qv1 ~ yauy~Rdd St. BUII.DING DEPARTMENT USE ONLY x20 Feb adm. ~ . Approval:~GP 413aruea wiy-,t, w.usl- Po;n! erther zoning: .~D dkr<ct/lq ~ ~P o~ k- -tw~a~ tr~ C > p. l l1 a~I0V6. 2~' % AppIW31: Occupancy: Walls: Roof: Stories: RF~~aq V ~e O / y 4<'no? V Residential Units: Electucal License No: (8~Stl Plumbing License No: Mechanical License No: Company:,fgpR1W, Companp: Company: Expiration Date: Expiration Date: Eacpiration Date: Apprwal: Approval: Approval: (1) Tnis pemit was iuued in accordance with Ne ptovisions set forth in yms applicetim md'u subject ta the lews of the State af Cotondo and to the Znuing RegulnGmu and Btiid'mg Code of 4Jheet Ridge, Coloiado ar airy othar appliceble o[d'mances of the City. ' (2) 71w pumit sha11 mepim if (A) the wo2c aufhorized is not commrnced withvm sixty (60) days frmn issue date or (B) che bidlding authnaud u auspended or e6andoned fu a periad of 120 days. (3) If qils pmnit ezpices, a mw prnmit may be aequixed for a fee of ine-haif the acvount nomally reqvixed prwidrd no cLan4m b%ve been or will be made in the ouginalplavs avd specifica¢ons and wy suspeosion or abandonmenthaa not ezcmded cee (1) year. If chavges kiave been or if suspenaion ar abandonmeat ezceedame(1)year,fiillfsesshillhepeidfotanewpavnit - (4) Nowoikofmymamcs6allbedonetSalwilichengethemaaalffowofweteeaudngadceinageproblem. (5) ConkactoxshallnotiF/theHuildinHInsPectattwmry-fouc(24)hotuxi¢advmcefo[eltiaspectioatandshell mceiveatitte¢appcaveloniaapec2oncazdbefore pmaedingwifhsuccessivephum ofLhejob. (6) The issuan<e of a peanit or the appevvel of d[awuW md specifimCoas s6all not be cnaehved W be a permit far, aor m approval of, euyviolaRon ofthe piwissoos of e du ar any other mdinmcq Lw, rvle orregulation. ~,'}11P.f Bllll ECfOI ~~ROUP 6830 North Broadway, Suite G, Denver, CO 80221 Phone (303) 412-8900 1'0ll Free (877) 536-4700 Fax (303) 412-8999 www.AmConGroup.com Ms. Joy Retherford VoiceStream Wireless 2323 Delgany Street Denver, CO 80216 Re: Sprint Youngfield Monopole Structura] Analysis Report DN 3043-A Dear Ms. Retherford, June 7, 2001 We have completed a structural analysis of the steel monopole known as the "Sprint Youngfield" site in Jefferson County, CO. This is a summary report of our findings as a result of calculations for the addition of proposed new antennas to be placed on the pole. Existing Pole height: 44-ft AGL Existing Antenna Equipment: Sprint, 9 Antennas at 44-ft cantilever mounted with 48-ft Ant. CL Cricket, 12 Antennas at 35-ft, EMS RV65-18XX Proposed antenna Equipment: VoiceStream, 9 Antennas at 40-ft with PA=3.lsf, wt=25 lbs This analysis was performed in accordance with ANSI EIA/`I'IA 222-F standards for loads on telecommunications structures. Based on a 100-mph assumed basic wind speed with ~/z-inch radial ice, the pole was found to be adequate to support the proposed new antenna configuration with VoiceStream antennas located at either the 40-ft AGL point or 25-ft AGL. Analvsis Summ Pole Stress Ratio: 95.2°lo < 100% O.K. Base Shear: 733 k< 10.0 k O.K. Axial Load: 3.93 k< 10.0 k O.K. OT Moment: 261 k-ft < 300 k-ft O.K. If you should have any questions, please feel free to contact me at our office at (303) 412-8900. Sincerely, A ican Consulting Group Inc. n rcello Structura] Engineer ~ ~ Civil • Structural • Planning • Engineering Consul[ing Vers 1.06-2000 0 MONOPOLe AND TJWEN GOAO ANALY525 SOFIWARE (61ATLA5) Pa9e: 1 AMEPICAN CONSIILTSNG GRO➢P Da[e: 06/07/01 C. norcella engineex . . . . . . . . Pza)ec[ Numbe[ . . . . . : DN 1 Piojec[: Sprint Youv9field eStream Wireless Clienb Vo JefEeison C[y, CO 2323 Delgany Street Dertver, CO 80216 STRIICTURE INFORMTTION Scructure Type . . . . . . eole Crosa Sec[ion Geome[ry . . Round S[mcture Height (Base). . 0.0 £c (A. G.L.) Stxucture xeigh[ (TOp) . . 44.0 ft (A. G.L.) .uwvber oE Sections . . . 2 s[rvc[ure wid[T B ease . . 1.83 ft Stxvctu[e Wid[h B T.I. . . 1.17 EC 80 sf Solidity Ratio [el : 1.000 Gi055 Strucnr¢ ArGa[AG] . P[ojected Aied Flet [AF] . 0 sf Projec[ed Area Round[AR] . 80 ef svvmtic Havnfaccurer ManuEaccurer . . . . . . . Model/Serial No. . . . . . Unkwvn Mntezials. . . . . . . . : ASTM A60, Fy=60ksi BASIC WIlN LOAD INFORMATION BasiC Wind 58¢¢d, V. . 100.0 mph Guat Fac[or [Gh] for en[ize strvcture = . 1.69 s[zuc[ure eoroe coeff.[ef] all rvembers 1.20 Wind FoLCe = F= Q. Gh [Cf Ae + aum (Ca Aa)] Veloci[y Pzesauee, qz = 0.00256 Kz V°2 8xpoaui¢ Wind Load Hoxiz. Wind Sec t El ev Diam. or Wideh Area Coefficien[ faz7 Fose (Et) (SE) I%z] (psf) (plf) MembeL Oa[a (fq LOAD CASE: WINO ON STRUCTURE (NO ICS) Pole Section Taper 0.1800 in/Ft 0 to 5 1.827 9.1 1.00 25.6 d7 752 1 8 8 1.00 25.6 GS 5 [0 10 . . 1a to 15 1.677 8.4 1.00 35.6 63 602 1 8 0 1.00 25.6 41 15 [0 20 . . 20 [0 25 1.527 7.6 1.00 25.6 39 25 [0 30 1.452 7.3 1.00 25.6 37 1 300 6 9 1.02 26.0 36 30 [o 35 . . 35 Co 60 1.302 6.5 1.06 20.0 35 60 [o 46 1.220 4.9 1.09 20.8 34 LOAD CASE: WIND ON STRUCT[IRE W/ 1/2" RAOIAL ICE 1 910 9.5 1.00 25.6 49 P.I. sec[ion mapex 0.1800 iNE[ 0 co 5 . 1 835 2 9 1.00 25.6 40 5 m 10 . . 60 8 8 1.00 25.6 45 10 bo 15 1.7 . 685 8 4 1.00 25.6 43 15 to 20 1. . 0 8 0 1.00 25.6 31 24 ta 25 1.61 1 3 0 7 1.00 25.6 39 25 [o 30 5 1.5 . 30 to 35 1.460 9.3 1.02 26.0 38 35 to 60 1.385 6.9 1.06 20.0 37 40 [o 44 1.310 5.2 1.09 27.8 36 > iq. ~ II II II II II II II II P ~ II II m m II II a ° II II II II 11 II 11 II 11 11 11 II 11 II 11 1 11 11 11 11 11 11 II 11 II II II II II II II I 11 II 11 II II II II 11 11 11 II II 11 11 11 11 11 II 11 II 11 11 11 11 11 11 11 11 II 11 II II II II II II II II 11 ro II 11 v II 11 II II C II 11 o II 11 N II II „ II II 11 11 y 11 11 II 11 11 11 11 II 11 11 11 11 11 11 a 11 11 11 11 11 11 11 11 11 II 11 II 11 II 1 II 11 II 11 ti II 11 II 11 w II II II II a II II u o II II II II ~ II y II 11 v ~ ~ II G 11 3 T m II 11 ~ q o II z O pi V F o n ; n ~ 11 > « o II Z 11 II a II II ~ o M II II Y ~ 11 11 ° 11 11 ~ ~ z 11 11 ~ ~ v II " II F ~ ~ °V' 11 y 11 ~ ~ 0 0 II 11 II V II 4 } v ~ V s II 11 ~ ° II ~ ~ ~ H 11 ~ a II II II N a n a rv a ~ X II II M II > II 11 ~ V 11 3 11 11 11 11 y W _ 11 11 II II II w II II 11 11 ~3 II ° ~ 11 u a e o a 11 ~ ~ ^ Q II 11 ~ 11 4 11 u m y 11 ° II 11 II p 11 q „ 11 '3 - 11 w m m m m m 11 11 11 11 ~ 11 c n 11 - II ~ r m r m n II II < II V ~ 11 ~ " ~ w p a a n n a a F a II ~ I I ~ II a I I o T II . YO i; q m N n m m U ` ` ~ ♦ n 11 ~ 11 . z a w n w m w q a o ~ A a 9 m H 11 F ~ 11 S ~ a " n c~ a" a . V ~ v x p p k a. p ; 4 j a II II . C " 4 w x u x u . ~ ~ w > 3 SL n n u n ~ II II m II 11 o II II II 11 11 11 11 11 II II P ~ II II 11 II 11 II II II 11 II 11 II 11 II 11 II 11 II II 1 II 11 II 11 II II II 11 II II 11 11 II 11 11 II 11 1 11 11 11 II 11 II 11 II 11 II 11 II II II 11 II 11 II 11 II 11 11 II 11 II 11 II 11 II 11 II 1 II 11 II 11 II q 11 II „ 11 11 11 II c 11 11 O 11 11 N 11 11 „ 11 11 11 11 N 11 11 11 11 11 11 11 11 II 11 II 11 II 11 a II 11 II 11 II II II 11 II 11 II 11 II 11 II 11 II u n ~ n n II II II 11 o II 11 II 11 ~ ~ II 11 II w N II ~ II d y II II ~ II v II ~ n 11 3 N & II ~ ~d O 11 0 II y ~ 11 F o II ~ 11 ~ . p n c II ~ ~ II 0 11 r N II 11 0 ~ 11 11 ; M 11 11 2 ~ 11 II 0 Z 11 11 ~ 11 11 ~ ~ v 11 y 11 ~ ~ r.ei a lI ^ 11 a N II V 11 4 g u 3 v 11 A n rv O - II . rv . y . m n a . . . x II II y II ~ _ II k ~ R 2 b w " II r rv n rv in ~ ~ a II II II 11 11 rv e n m rv e A x I I V 11 w II > II 11 2 ~ 11 a~ 11 m ~ ~ p w 11 rv rv rv U V 11 11 11 w . 11 ~w" II LL O y 'I ri ri 'I 'i .4 r V II II II II y II n n .i n .i n II II 11 11 m 11 ~3 11 11 V m n in y 11 ^ ^ ~ a II 11 11 w 11 11 ~ u N e n n n ~ 11 ° II 11 II q w 11 - 11 e, r r r r ~ II 11 11 11 ~ II ~ a 11 ~ V ~ 11 n n r n r N 11 ~ N 11 n a 11 Z V V a a m a a ° 11 v 11 ~ 11 T II ~ a II : m n „ m e m m II : II ' , N II ' , II ~ ; II ~ ✓ m a rt z a w m m a ~ m c. r~ s II x N o rv II ~ ° rc v ° n m "n 'c w ° c o V C a W a r[ a II v 3 ~ ~ ~ " ~ 45 •oi ~ ✓ II u u N I I ♦ ~ C Y Y ~ L N a II . ~ry N n n ~ ~ n u~~ ♦ V V 7 7 Company : American Consulting Group June 7, 2001 Designer : C. Porcello 1:47 PM Job Number : DN Sprint Youngfield Checked By: ~ Global Steel Code AISC 9th Edition ASD Allowable ~tress knceease Facwr A51F 1.333 Include Shear Deformation Yes lnokude Wae in Yes No. of Sections for Member Calcs 3 R esi n 6ections Yes P-Delta Anal sis Tolerance 0.50% VeKical;Rxis y Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Ccef. Weight Density Yield Stress . 11 ivixnq% lKeil Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals X Y Z Nodal Point Dist. Surf. Descn tion D d Code DL Descri tion Dead Load -1 1 2 ea W[nd on Pote No Ica WL Wind load 9 3 Wind on Pole w/ Ice WL Wind Load 2 A: 5 rint Ant No Cce lL, Live load 5 S rint Ant w/ Ice LL Live Load 2 8 CriC ' f Putt No Ice LL' Live Load 2 7 Cricket Ant w/ Ice LL Live Load 2 g! piGeStteam pntNo ice LL Lue Lvad i 2 9 VoiceStream Ant w/ Ice LL ad ve Lo L 2 Load Combinations C.,,..,,, ai c FaMnr RLC Fador BLC Factor Num Descri non tnv wa ru anaa 1 DL+Wo 1 2 d~+3/4Wi 1 ~ 1 8 1 9 d i.75 - 2 3 ' 1 ,75 4 5 1 ,75 6 7' 1 .75 unda Conditions Bo Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation . -1-1 iv ai...w~ !K_ft/radl Member Data X-Axis Section End Releases End Offsets Inactive Member Member Label I Joint J Joint K Joint Rotate Set I-End J-End I-End J-End Code Length z z In In Ft de rees z z 5 5 0-5FT 5 ! 10 5-10FT 5 15 10-15FT 20 15-20FT U 25 20-25FT 5 30 25-30FT , 35 30-35FT ' 40 35-40FT 4 4 0 44 40-44FT Page 1 RISA-3D Version 4.1 [C:\RISA\.sprint_yngfld.r3d] Company : American Consulting Group June 7, 2001 Designer : C. Porcello 1:47 PM Job Number : DN Sprint Youngfield Checked By:~ Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J(Torsion) T/C i,.k„j ch....e i~hoi ri.,w~ nnM1 (In^41 fln^41 Onlv 0-5FT PIPEv21.92 STL_60 12.801 12 1.2 755.827 755.827 1511.65 5-1 UPI" ! F'IPE 21,p2 STL 60 12.271 1:2 12 665964 665,764 1331:53 10-15FT PIPE 20.12 STL_60 12.33 1.2 12 675.397 675.397 1350.79 15-20FT ' PE'19:22 STL 6b I 11:211 12 1.2 ' 607.661 ' 5U7.681 1015:36 20-25FT PIPE 18.32 STL_60 10.681 12 1.2 439.016 439.016 878.033 26-30F1 _ Pl E 17.42 ? STL 60' 10.151 12 1.2 376.84 ' 376.84 f53;681 30-35FT 35-4t1~1 PIPE 16.52 PfPE =15.62 STL_60 TL 66 9.621 9:09 12 12 1.2 12 320.831 270.666 320.831 270.666 641.662 541.333 40-44FT PIPE_14.72 STL 60 8.56 1.2 12 226.024 226.024 452.048 Enveloae Member AISC ASD 9th Code Checks Label Code Chk Loc Shear Chk Loc Dir Fa Ft Fb y-y Fb z-z ASD Eqn. Ft Lc Ft Lc Ksi Ksi Ksi Ksi M1 M2' 0.952 O.393 0 0 1 1 0.075 0.47 0 0 I 0 4 1 1 39.54 39.863 47.988 47.988 47.988 47.955 47.988 47.98$ H1-2 H1-2 M3 0.747 0 1 0.068 0 0 1 39.826 47.988 47.988 47.988 H1-2 M4! 0.742 U 1 O,Q61 0' 0 1 ' 40.601 47.98$ 47=988 4T.~8& Hi-2 ` M5 0.644 0 1 0.057 0 0 1 41.024 47.988 47.988 47.988 H1-2 M6 A527 0 ' t U.453 0' Q 1 41.49 47.988 47.988 47 8 H1.2 ; M7 0.384 0 1 0.049 0 0 1 42.008 47.988 47.988 47.988 H1-2 M8i 0.209 0 1 0.032 0` 0 1 ` 42:585 47:988 43': 47.588 ' Hi-2 M9 0.065 0 1 6.014 0 0 1 43.232 47.988 47.988 47.988 H1-2 RISA-3D Version 4.1 [C:\RISA\sprint_yngfld.r3d] Page 2 Enve/ope Reactions Joint La6el X Force Y Force Z Force X Moment Y Moment Z Moment 225•KIWANIS BLVD• 'W. HAZLETON,LPA J18201 (717)454-8750 FAX (777)454-5946 14' ACROSS FLATS 44'-0 ; DISH U Lcin a m It 3116" z 44•_0• (EST WT - 1.584k) Rea~ _ ~~~o .............Sr~ ; D~..r;`ao~AAS~•. q~, 384Z~ "SiRUCTURAIENGiNEERS ■Ifi ]50 Eaat &oad Sirwt Sril. SW Cdunem CTie Ults - r (614)-221-6679 FA% (614)-Z11-7340 Paqe 1 Of Z ey R'A7i . Oate 7-29-1996 Jab No. A2929 6-240 Reviaim No. Oate Pde - 44 FT MONOPOIE Locct:si RSON COUNTY, COI.ORA00 Ste - TME CRANCFr R092 3 / H-• p,,,,w SPRIN7 SPECTRUM OENVER Oeaign 100 MPH/87 MPH + 1/2' RADIAL ICE According to TIA/EIA 222-F 1996 POIE SPECIFICATIONS: - POLE SHAPE TYPE: 18-SIDED POIYGON - TAPER: 0.18000 IN/FT SHAFT STEEL• ASl?A A607 GRADE 60 . BASE t[ STEEL: A5T1A A572 GRADE 50 ANCHOR BOlTS: 2 1/4'0 x 9'-0' LONG 118J ASTA1 A615 GRADE 75 bM AN EL iENNA LIST ANTENNA - TOP L1CHiNINC ROD TOP 6 CURVED ARM MWNtS 1-9 70P 9 DAPA 58000 . . 10.11 32' 2)2' DISH (18 Qiz) - STEP BOLiS FULL HEIGtiT - ANTENNA FEEDLINES RUN INSiDE OF POIE 100 MPH WIND' 50 MPH WINO OEFIECTiON (aa+) OTATION (SWA1) (oEG71Es) UTERM DEF'tECT10N (wa) R07ATION (SWAt) (oEa7M) TOP EL/44' 18.7 2.96 4.68 0.74 EL }2• 10.3 24B 258 0.62 NOTE: MONOPOLE WAS DESIGNED TO MEET MAX TWIST AND SWAY REWIREMENTS OF 1.47' FOR A 2'0 DISH (18 CHi) AT EL 32' AT 50 AIPH WIND SHAFT SECT IAMETER ACROSS FLATS (IN SECTION LENCTH O TOP O 80T 1 44'-0' 14.000 21.920 BASE R 2" x 26" SOUARE W/(4) 2.25-0 ANCHOR BOLTS ON 29' B.C. MATH iJM 7'-0" QIBmMENT M70 PIFR (W/NUTS & TEMPUTE Q O BOT) p' W I . BASE REACTIONS ° 121.92' ACRO55 fLATS MOMENT s 700 tt-kipe o I SHEAR e 10 kipa ~w . AXIAL - . 10 kipa s71~7~1U1111i1 I lYli-i1VV(-i~i~ I 4.~~`rii w~, fi'aV. (7225 17)454~8730 W~YARO. WEST H ~ X T(717)454 18201 P 44 FT MONOPOLE lacction JEFFERSON COUNTY, COLORADO Owner SPRINT SPECTRUM DENVER rauL %J, rvrru wvu ~.,vnnrHtv z STRUCTURAL ENGINEERS •350 East 9raad Street, Suile 500, CdumOus, Chb 4321: (614)-221-6679 FAX (614)-221-254C Paqe 2 ' Of 2 By _ Joh No. RWH Date A29296-240 nesign 100 MPH/87 MPH + 1/2" RAOIAL lCE . Revision tro, Date According to TIA/EIA 222-F 1996 7-29-1996 5'-0" SQ . OR 5'-0" DIA LaCK NUT POLE SHAFT dc BASE POLE de FDN HVY HEX NUT HVY HEX LEVELING NUT ANCHOR BOLTS 120 MAX PROJ. - 10" MIN PROJ. CONCRE7E PIER REINFORCED " W/(12)-#71 VERT 8AR5 AND GAP 3 TIES LOSED ~ C (NO GROUT) ~ SPAC D LY EQUAL : FIN GRADE u COMPACTED BACKF(lL MINIMUM IN-PLACE y/(7H - A.B. TEMPLATE ~ OENSITY = 120 PCF. ~ . ;t ~ M 3" CL u u Z•_3• #71 O 12oc/c EA: WAY TOP AND 80T ai o DBL HVY BLOCK OUT POR ~ HEX NUTS ANCNOR BOLTS ~ IN 80TTOM MAT: 2'-3" x 2'-6' SQ OLD CENTERED UNOER PIER 2'-9" Z*-6" SQ JOINT J c~ BLOCK OUT 10"-6" SOUARE PAD FOUNDATION SHALL BEAR ON UND[STURBED NATIVE SO(L OR P A D N D ATION & P IER FOU COMPACTED M ALLOWABLE BACKFILL WITHNAEMNIMU . BEARING CAPACITY = 3500 PSF NOTEt-, (REFER TO GEOTECHNICAL REPORT.) 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF AT LEAST,3000 PSI AT.28 OAYS. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (GRADE 60) EXCEPT PIER TIES MAY BE ASTM R615 (GRAOE 40). 3. SEE PAGE t FOR ANCHOR 80LT S1ZE AND LENGiH. 4. TOTAL CONCRETE = 21•0 CUBIC YARDS. 5. FOUNOATION OESIGN BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED BY: GEOTECHNICAL 5ERV1CE5, lNC. REPORT N0: 2408748 DATED: JULY 8, 19r5 6. CONTRACTOR SHALL READ THE GEOTECHNICaL REPORT AND CONSULT THE GEOTECHN(CAL ENGINEER AS NECE55ARY PP.IOR TO CONSTRUCTION. SUMNIr MANUFAC'i"UhiNG, INC. 225 KIWANIS BOULEVARO, WEST HAZI.ETGN, PA 18201 (717)454-8730 fAX (717)454-5946 h a 44 FT MONOPOLE Locotion JEFfER50N COUNTY, COLORADO Owner Design Date SPRIN7 SPECTRUM OENVER ,loh No. A29296-240 100 MPH/87 Mrri + 1/2" ftADIAL (CE " Revision No. - According to TIA/EIA 222-F 1996 5'-0" SO POLE SHAFT OR 5'-0" DIA & BASE R--1 POLE k FDN ~ ANCNOR BOL ...v nn 10" MIN 0 I o~ . co i , .r/ ~ U A.B. TEMPLATE ,,-3" CL o I DBL HVY- ~ HEX NUTS 'v 2--9" LOCK NU T HVY HEX NUT HVY HEX LEVELING NUT CONCRETE PfER REINFORCED W/(12)-#11 VERT BARS AND (12)-#5 CLOSED TIES EOUALLY SPACED. > COMPACTED BACKFILL ~'~~.i;:~WITH MINIMUM IN-PLACE DENSITY = 120 PCF. u=====___ r AUL J. FOFiD AND COMPAN` ~STRUCTURAL EtJGINEER: 350 Ecst &aad Street. Suite 500, Cdumbue, Cha 432i (614)-221-6679 FAX (614)-221-254. Page 2 Of z By RWH Date 7-29-1996 I OLD 2'-6" SO J OfNT BLOCK OUT 70'-6' SQUARE PAD R FOUNDATION it 1 0 7 2" % EA WAY TOP ANO BOT BLOCK OUT FOR ANCHOR BOLTS IN BOTTOM MAT: 2'-3" x 2'-6" 54 CENTERED UNDER PIEn FOUNOAT[ON SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED COMPAC7ED BACKFILL WIiN A MiNIMUM ALLOWABLE BEARMG CAPACI7Y = 3500 PSF NOTES: ' (REFER TO GEOTECHNICAL REPORT.) 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRE55lVE STRENGTH OF AT LEAS'j 3000 PSI AT 28 DAYS: 2. REINFORCiNG S7EEL SHALL CONFORM TO ASTM A615 (GRAOE 60) EXCEPT P[ER TIES MAY 8E ASiM A615 (GRADE 40). 3. SEE PAGE 1 FOR ANCNOR 80LT S1ZE AND LENGTH. 4. TOTAL CONCRETE = 21.0 CUBIC YARDS. I. FOUNDATION DESIGN BASED UPON GEOTECHNICAI EXPLORATION REPORT PREPARED BY: GEOTECHN(CAL SERVtCES, INC. REPORT N0: 2408148 DATED: JULY 8, 1996 6. CONIRACTOR SHALL READ THE GEOTECHNICAL REPORT' AND CONSULT Tt{E GEOTECHNfCAL ENGINEER AS NECESSMRY PRIOR TO CONSTRUCTION. 0 e ~ FJF Pble (tm) - Monopole Design Program Fage Version 2.07 (7-1-96) Mon Jul 29, 1996 - 11:28:54 am _____-_(c)_1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio `-------------------Q----------- ra File.. : SM96240 Job No.: A2_296-240 ~ngineer : RWFI Description : 44' POLE; THE GRANGE; JEFFERSON COUNTY CO Design..... : 100 MPH / 87 MPH + 1/2" RADIAI, ICE Owner...... : SPRINT SPECTRLJM DENVER Pole Height : 44.0 =L ~ - Pole Shape : 18-Sided Polygon Pole Type : Tapered Shaft with Slip Joint Splices Pole Taper : 0.1800 (in/ft) INPUT TUBE PROPERTIES: ToP / Bot Wall Top Bot S1iD Tube Splice Tube Tube Thick - Steel Diam Diam Joint Sect Elev Elev Length [t) [Fyj [Dt] [Db] OverlaD No. (ft) (Pt) (tt) (in) (ksi) (in) (in) (in) " 1. 44.00 __-_0_00_ 44.000 0.18750 60 14.000 21.920 TUHE SECTION PROPERTIES: Diam. Wall Diam/ Tube Section Across Thick Thick Sect Weight Elev Flats [t] [W/t] [D/t] Area: Ix No. (kips) Location (ft) (in) (in) Ratio Ratio (in"2) (in"4) - 1.584 @Top 44.0 14.000 0.1875 11.40 74.67 8,22 lgg,: @13ot 0.0 21.920 18.85 116.91 12.93 771.! Total Shaft Steel Weight = 1.584 kips , PJF_Paie (tm) - Monopole Design Program _ Page Version 2.07 (7-I-96) Mon Jul 29, 1996 - 11:28:54 am (c) 1993 to 2996 PAUL S. FORD AND COMP_ANY, Columbus, Ohio - Lata F ile.. : SM96240 Job No. : A24296- 240 Engineer : RWH Description :_44' POLE; THE GRANGE; JEFFERSON COUNTY CO Design : 100 MPH / 9 7 MPH + 1/ 2" RADIAI, ICE Owner. : SPRINT SPECTRUM DENVER - ! Segment Properties: ( @ Max Segment = 5.0 ft ) Diam. Wall Diam/ Tube Segment Segment Across Thick Thick Segmt Feature Elev. Flats [t] [W/tj [D/tj Area Ix No. Location (ft) (in) (in) Ratio Ratio (in^2) (in"4) 1. top 44_.000 14.000 0.18750 11.40 74.67 8.22 198.: 2. <arm [1]> 44.000 14.000 0.18750 11.40 74.67 8.22 198.1 3. <arm [2)> 44.000 14.000 0.18750 11.40 74.67 8.22 198.1 4. <arm [3]> 44.000 14.000 0.18750 11.40 74.67 8.22 198.1 5• 40.000 14.720 0.18750 12.08 78.51 8.65 230.; 6• 35.000 15.620 0.18750 12.93 83.31 9.18 276.3 7. <arm [4]> 32.000 16.160 0.18750 13.43 86.19 9.51 306.3 8• 30.000 16.520 0.18750 13.77 88.11 9.72 327.5 9. 25.000 17.420 0.18750 14.62 92.91 10.26 384.7 10. 20.000 18.320 0.18750 15.47 97.71 10_79 448.1 11. 15.000 19.220 0.18750 16.31 102.51 11.33 518.2 12• 10.000 20.120 0.18750 17.16 107.31 11.86 595.3 13. 5.000 21.020 0_18750 18.00 112.11 12.40 679.6 4. - base 0.000 21.920 0.18750 18.85 116.91 12.93 771.5 Total Number of Antennas / Arms = 4 , Dq7F 21911ED OF T IME P. D F,qx a c~ - _ 0 0 MOBILE ~MB~ _..°v~(7 j NUAq9ER Fk~n ro ~(.L N am P Phorographic simulation prepazed by InfraNezt 2927 De la Vina Slree[ • Sanle Barbara, Califomia 93105 •(805) 898-0567 • www.infranexGCOm iHrnAHexr RO'C71[D A iv1:rT, P, [c°<<~~~' t>tN s I L'i[_T[;~Y< GROU;P i830 North Broadway, Suite G, Denver, CO 80221 Phone (303) 412-8900 I'oIl Feee (877) 536-4700 Fax (303) 412-8999 www.AmConGroup.com August 29, 2001 Ms. Jill Cleveland VoiceStream Wireless 2323 Delganey Street Denver, CO 80216 Re: Addendum to Structural Report Dated June 7, 2001 For DN 3043-A, Sprint Youngfield Monopole Foundation Analysis Deaz Ms. Cleveland, Upon request by Phil Payton of Sprint, we have analyzed the foundation for the above referenced steel monopole. Based on our analysis, we believe the foundation is adequate to support the existing plus additional loads from coaxial cables and antenna equipment on the pole. This letter is provided as a supplement to report provided to you on June 7, 2001 for structural analysis of this pole. If you should have any questions, please fee] free to contact me at (303) 412-8900. Sincerely, Ame ' a Consulting Group Christopher Porcello, PE ~ _ Structural Engineer 35670 o; cs OB•2h-~~ T r:r;. $/Al~16t . Civil • Structural 4 Plxnning • Engineering Consulting Company : American Consulting Group August 29, 2001 Designer : C. Porcello 10:51 AM Job Number : DN 3043-A Sprint Youngfield Checked By:_ Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment !Kl I r lV1 rv~ i.. 0 ' Reaction Totals : max 7.328 I71i 1Z max 7.328 1 3.929 1 .2 1 3.929 1 0.000 1 1 0.000 1 0.000 1 0.000 1 -221.71 2 0006 1 0.000 1 -260:865 1!! RISA-3D Version 4.1 [C:\RISA\sprint_yngfld.r3d] Page 1 American Consulting Group Inc. 6830 North Broadway, Suite G Denver, CO 80221 Phone(303)472-8900 Fax(303)472-8999 General Tltle : Sprint Youngfield Job M DN 3043-A Dsgnr: C. Porcello, PE Date: 11:42AM, 29 AUG Ot Descriptlon : qq_k Steel Monopole Scope : Check foundation General Footing Analysis & Design Description 44-ft Monpole - foundation analysis Allowable Soil Bearing Short Term Increase Base Pedistal Height Seismic Zone Overburden Weight Live 8 Short Term Combined f'c Fy Concrete Weight pplied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 3,500.0 psf Dimensions... 1.000 in Width along X-X Axis 10.500 R 54.000 in Length along Y-Y Axis 10.500 ft 1 Footing Thickness 48.00 in 442.00 psf Col Dim. Along X-X ,4xis 60.00 in Col Dim. Along Y-Y Axis 60.00 in 3,000.0 psi 60,000.0 psi Min Steel % 0.0180 150.00 pcf Rebar Cover 3.00 in 1.584 k 3.929 k k Creates Rotation abo ut Y•Y Axi (pressures @ left 8 right) k-ft 261.000 k-ft k-ft Creates Rotation abou} v-Y Axis (pressures @ left & right) k 7.330 k k ...ecc along X-X Axis 0.000 in ...ecc along Y-Y Axis 0.000 in reates Rotation about (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axi (pressures @ top & bot) k k k Page 1 Summary Footin D i OK g es gn 10.50 ft x 10.50 tt F ooting, 48.0 in Thick, w/60.00 x 60.00 in column 54.0 in highBi-Axial Analysis Per DL+LL DL+LL+S Ac1ual I a I Max Soil Pressure 2,980.6 2,980.6 psf Max Mu/Phi 9.656 k-ft Allowable 3,500.0 3,500.0 psf Required Steel Area 9.720 in2 "X' Ecc, of Resultant " ' 32.225 in 32.225 in Vu : 1-Way 0.000 93.113 psi Y Ecc, of Resultant 0.000 in 0.000 in Vu : 2•Way 0,279 166.226 psi X-X Min. Stability Ratio 999.000:1 1.500 :1 Y-Y Min. Stability Ratio 1,955:1 ~ r ~ F (c) 1983-97 ENERCALC c:\enercalc~sprintyn.ecw KW-060113, V5.02, 1-Jun-1997 •American Consulting Group Inc. 6830 North Broadway, Suite G Denver, CO 80221 Phone (303) 412-8900 Fax (303) 412-8999 Title : Sprint Youngfield Job p DN 3043-A Dsgnr: C. Porcello, PE Date: 11:42AM, 29 AUG 01 Descriptlon : 44-ft Steel Monopole Scope : Check foundation I_ General Footing Analysis & Design Pa9e 2 I Footing Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn' Phi Two•Way Shear 0.28 0.24 0.21 psi 186.23 psi One-Way Shears... Vu/Phi @ Left 0.00 0.00 0.00 93.11 psi Vu/Phi Q Right 0.00 0.00 0.00 93.17 psi Vu/Phi @ Top 0.00 0.00 0.00 93.11 psi Vu/Phi @ Bottom 0.00 0.00 0.00 93.11 psi Moments ACI 9"1 CA I 9"2 ACI 9-3 gu As Rea'd Mu/Phi @ Left -6.13 -4.60 -6.13 k-ft 3.0 psi •9.72 in2 Mu/Phi @ Right 9.66 7.24 9.03 4.8 9,72 Mu/Phi @ Top 0.40 0.30 0.14 0.2 9.72 Mu/Phi @ Bottom 0.40 0.30 0.14 02 9.72 Soil Pressure Summary Service Load Soil Pressures Btm-Rt Top-Rt Btm-Lef Top-Lef DL + LL 2,980.60 2,980.60 0.00 0.00 psf DL + LL + ST 2,980.60 2,980.60 0.00 0.00 psf Factored Load Soil Pressures ACI Eq. 9-1 4,202.02 4,202.02 0.00 0.00 psf ACI Eq. 9-2 3,151.51 3,151.51 0.00 0.00 psf ACI Eq. 9-3 4,036.66 4,036.66 0.00 0.00 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2J 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Facror 1.400 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9•1 & 9-2 ST 7.700 ACI 93 Short Term Factor 1.400 ....seismic = ST 1.100 (c) 1983-97 ENERCALC c:\enercalc\sprintyn.ecw KW-060113, V5.02, 1-Jun-1997 ~ . SUMMR MANUFACTURING, INC. 225 KIWANIS BLVD.-- W. HAZIETON, PA 18201 (717)454-8730 FAX (717)454-5946 14' ACROS FLATS a ~ z u o j wF r K ~i9 m °vasW 011P:;..o• REQ~Sp ~ O0; k-ANOMAS U :.t f_.. R 1/16' x 44'-0' (EST M/T ~ 7.584k) M SAURU CTURRqDI pNDC COEEAaS 350 Emt Brwd S«eel SuR, 500 LdumWs. Ohio 43215 (616)-221-6679 FA% (614)-411-1540 Paga 1 01 z Br ^ RWH Dote 7-29^1996 j00 No. A29296-240 RGhllon No. Oole Pale . 4` "a4 FT ~ONOPOLE locotion ~E RSON COUNTY, COIORADO Sile THE GRANG N092 D.,a SPRINT SPECTRUM DENVER Desiqn 100 MPH/e7 MPH + 1I2° RAOIAL ICE . Aecording to 71A/EIA 222-F 1996 IONS: PECIFICATIONS: S; POLE POIE SHAPE TY O POLYGON TAP IN/FT AFT SiE SH W 07 GRADE 60 BASE R STE 72 CRADE 50 ANCHOR BOL x 8~-0~ LONG 71d A615 CRADE 75 A&m~ LL4 EL ACLff.NL& - TOP LICHTNING ROD - TOP (6)CURVED ARM MOUNTS 1-9 TOP (9)DAPA 58000 10,11 32' (2)2' DISH (18 GHz) - STEP BO175 FULL HEIGHT - ANTENNA FEEOLINES RUN INSIDE OF POLE WI 50 ~1PH N7ND fN) TATION SW A1~ ECAEES) LAIERAL oEFLECTION (INGH) ROTAt10N (SWA1) (DECREES) TOP EL/44 2.96 4.68 .74 El 32' 2.48 2.59 0.62 NOTE: MONOPOLE WAS OESIGNED TO MEET MAX. TWIST AND SWAY REOUIREuENTS OF 1.47' FOR A 2'0 DISH (18 GHz) AT El 32' AT 50 MPH YlIND SHAFT SECT OIAMEiER ACROSS FlATS (IN) SECTION LENChi O TOP O BOT 1 44'-0' 14.000 21.920 BASE R 2 x 26' SOUARE EMBEDMENT /NTOCP ER (W/NUTS dc TEIAPLA E' R 0'80T) O• BASE REACTIONS - MOMEN7 = 300 It-KIps ° I I21,92" ACROSS FLI1T5 SHEAR = 10 kips w r- AXIAI - 10 kips P 1 h ~yJ V V Y SUMMIT MANUFACTURING INC. 225 KIWANIS BOUIEVnRD. WES? H FAX ~~~454 ~5946 (717)454-8730 Pole 44 FT MONOPOLE Location JEFFERSON COUNTY, COLORADO Owner SPRINT SPECTRUM DENVER PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 350 East Broad Slreet, Suile SOO.FAXI(61b4)-221-254C (614)-221-6679 Poge 2 Of 2 gY RWH Dote 7-29-1996 ,1ob No. A29296-240 Oesign 100 MPH/87 MPH + 7/2" RADIAI. ICE Reviaion According to TIA/ElA 222-F 1996 5'-0" SQ POLE SHAFT OR 5'-0" DIA & BASE h'_ ~ POLE &IF ANCHOR BOLTS~ A.B. TEMPLA 0 a M 3" CL a~ CONCRETE PIER REINPORCED W/(12)-#17 VERT BARS AND (12)-#5 CLOSED 71ES EQUALIY SPACED. io COMPACTED BACKFILL ~ WITH MINIMUM IN-PLACE DENSITY = 120 PCF, #11 0 12" yc EA WAY TOP AND BOT ~i I HEX NUTS 'v I OLD 4i$ OINT BLOC K OUT 0 « 9 Dote LOCK NUT HW HEX NUT HvY HEX LEVELING NUT BLOCK OUT FOR ANCHOR BOLTS fN BOTTOM MAT: 2'-3" x 2'-6" SO CENTEREO UNDER PIER i v -v SOUARE PAD fOUNDATION SHALL BEAR ON UNDISTUR6ED NATIVE SOIL OR P AD & P IER FOU N D ATION WITHNAEMENIM ~M PALLOWABLE BACKFILL BEARING CAPACITY = 3500 PSF NOTES: (REFER TO GEOTECHNICAL REPORT.) 1. ALL CONCRETE SHALL HAVE A MINfMUM COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI AT 28 DAYS. 2 R TES MAY A BE ASTM A615 (GA E 40)5 (GRADE 60) EXCEP7 PfER 3. SEE PAGE 1 FOR ANCHOR BOLT SIZE AND LENGTH. 4. 70TAL CONCRETE = 21.0 CUBfC YARDS. 5. FOUNDATION DESIGN BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED 8Y: CEOTECHNICAL SERVICES. INC. REPORT N0: 2408148 DATED: JULY 8, 1996 6 GEO ECHNICAL ENGINEER S NECESSARY'PR OR 70 CONS RUCTIONLT THE ;I VICINITY MAP p m /i F A F I M D 264 >z n z tt as/ w n O O 2 N x A 0 o i o z I z n Z n n 0 I SITE NAME SPRINT YOUNGFIELD SITE NUMBER DN03043A DRIVING DIRECTIONS FROM 1--70 AND 1-25 1-70 E TAKE THE YOUNGSFIELD ST. EXIT (EXIT 264) TOWARDS 32ND AVE. TURN LEFT ONTO YOUNGSFIELO ST. 1-1--z' CONSULTING TEAM ENGINEER/SURVEYOR: COMMUNICATION SERVICES INC. 7720 E. BELLEVIEW, SUITE. B-350 ENGLEWOOD, CO. 80111 PHONE: (303) 740-9585 FAX: (303) 740-9608 CONTACT: KHRIS SCOTT PE - LEAD CIVIL/STRUCTURAL ELECTRICAL ENGINEER: INNOVATIVE ENGINEERING, INC. 1075 S. YUKON STREET, SUITE 340 LAKEWOOD, CO. 80226 PHONE: (303) 347-8507 FAX: (303) 347-9420 CONTACT: CHUCK MOORE PE STRUCTURAL ENGINEER: AMERICAN CONSULTING GROUP 68,30 NORTH BROADWAY, SUITE G DENVER, CO 80221 PHONE: (303) 472-8900 TOLL FREE: (877) 536-4700 FAX: (303) 412-8999 www.AmConGroup.com STRUCTURAL REPORT DATED 8129101 PROJECT SUMMARY Si T E h1AME: SPRINT YOUNGFIELD SITE NUMBER: DNO3043A PROJECT DESCRIPTION SITE ADDRESS: 3150 YUUNGFIELD ST. WHEATRIDGE, CO 80215 SITF. ACCESS CONTACT: CONTACT: CANDACE CONGER PHONE: (954) 469-3309 OWNER: SPRINT `OECTRUM L.P. 4700 S. SYRACUSE STREET, SUITE 600 DENVER, COLORADO 80237 APPLICANT T-MOBILE CONTACT: EDDIE MILLER 2323 OELGANY STREET DENVER, COLORADO 80216 PHONE: (303) 359-0052 FAX: (303) 313-0825 SURVEYOR CALVADA, INC. 6860 S. YOSEMITE COURT SUITE 2000 ENGLEWOOD, CO. 80172 PHONE: (720) 488-1303 FAX: (720) 488-1306 CONTACT: JESSE LUGO PROJECT DATA: UNIFORM BUILDING CODE NATIONAL ELECTRIC CODE UNIFORM MECHANICAL CODE UNIFORM FIRE CODE 1997 EDITION 1999 EDITION '9:97 EDITION 1997 EDITION SHEET INDEX SHEET DESCRIPTION TI TITLE PACE, VICINITY MAP & GENERAL INFO. LS1 SITE SURVEY Al SITE PLAN & ANTENNA DETAIL A2 WEST & NORTH ELEVATIONS A3 DETAILS S1 STRUCTURAL NOTES AND DETAILS E1 ONE LINE DIAGRAM SCHEDULES AND CALCULATIONS E2 ELECTRICAL SITE PLAN E3 SITE GROUNDING SITE PLAN E4 ELECTRICAL DETAILS E5 ELECTRICAL DETAILS I -A Ar ST ~ mobile .1" DENVER CO 80216 rPROJECT INFORMATION: I ~ SPRINT YOUNGRELD DN03043A 3150 YOUNGFIELD ST. 'WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: ISSUED FOR: L CONSTRUCTION - REV.: -DATE:=DESCRIPTION:=BY: ® 8/01/02 REV FINAL VL 6 8/06/02 REV FINAL RG ® 8/13/02 REV FINAL VL ® 9/10/02 REV FINAL VL 12/13/02 REV FINAL VL 1/07/03 REV FINAL VL 1/09/03 REV FINAL VL 1/30/03 REV FINAL VL PLANS PREPARED BY: Communication Services, Inc. 7720 E. Bellev ew, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fox: (303) 740-9608 DRAWN BY: CHK.:=APV.: CF VL KJS KJS j UCENSURE: p L ":aS rSHEET TITLE: TITLE PAGE, VICINITY MAP & GENERAL INFO. SHEET NUMBER: 1 [.-.36_ b" Si SHE i PROPOSED A "NON-INHABITABLE" TELECOMMUNICATIONS SITE CONSISTING OF A 15 x 30' LEASE AREA WITH EQUIPMENT CABINETS ON A CONCRETE SLAB AND ANTENNAS CO-LOCATED ON A 44' MONOPOLE. BR;undary Detail Scale, i = 50' W. 32nd AVE. Ir FD MELLOW PLASTIC CAP 5' SIDEWALK EASEMENT 744 T9'2111u ( ~ ~F T3 1t FD YELLOW PLASTIC CAP 9. I ( II ASPHALT VIII III II~ $ Ioi~ III I - - (jeugraphic C+)I)rdinates as Shlmn U 20' UTILITY EASEMENT - - - 1983 DATUM: LATITUDE 39' 45' 38.28" LONGITUDE 105' 08' 28.87" E, III a m r Date of Survey J JANUARY 27, 2003 W S89T9Tf'W _ 149.74' - ~II Z ( N004998'W pp 25 1 Ey e - - . _ Basis of Bearings b 3 -m THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE (NAD83), z S89T9 100 17455 BUILDING N W a Bench Mark > N I R NGS CONTROL POINT "D 412', ELEVATION = 5554.25 FEET (NAVD 88) III I ~ } } Y1 N BUILDING ~21 Qj 50.00' 3'* Li GRAPHIC SCALE I ` Lj m 60 0 30 60 F® FD YELLOW PLASTIC CAP C - - - - - - 5892921'00 04.45 FD ALUMINUM CAP Site Detail / Scale:1" lo' ASPHALT PARKING I/ 5529.49i ICV ICV/t\J TRANSFORM / 20 5530.68NG n 5530.32FS 5532.14NG 12' ACCESS EASEMENT 5531A5NG . / 0 STRIP INJE (5') 1 sE2nec I o N90Y20o0E PT B I p I p11.00' 5530.72NG ROCKS ( p N 279 L.- I 3? _ _ I Z] I 1 2.98, N nTnbOT 5531.OOFS I - `I 1 11.15' Pr. -c- I 5531.21NG 590170'00'Wlg 81 W' 9LOG. 1 553113NG ( PT. 'A I2 ~I~ 1 1 - - STRIP TWO (5) I z o' > - GA FE N 5530.90NG 1 I ¢ W 5531.30FS S90U0'00"W L ~H In v 5531.71FS y X 11.00' POB > N DIRT 1 0 1111 i VII GEOGRAPHIC COORDINATES 5531.42F5 LAT.= 39'45'38,28" - S57fi.6870P 1 (HAD 83) LONG- 105'08'28.87" 1 W1'ICEBRIDGE X DIRT 1 I CABINETS ELEC. CABINET 11 1 HI DC I I SSID.09NG 1 GATE CONC. PAD- Y 5531.59NC ELEC. METERS tbAlC P'a a 1 o ❑ h 5531.45NC I °0 1 CHAIN LINK FENCE Z s531,42NG 5531,98FS x x 5531,66F5 V 11 FD YELL 0W PLASTIC CA POC Rocws ROOD FENCE 5531_~27NG ° El ❑ - , --=a - 31.59' - - - - 589'29'21"W FD ALUMINUM CAP POWER POLE - GRAPHIC SCALE TD 0 5 10 FEET I Vicinity Map - TUTSJ Le)renM l CONC CONCRETE SURFACE o- WOOD FENCE P PAVED SURFACE CHAIN LINK FENCE POWER POLE TBM TEMPORARY BENCH MARK Q SEWER MANHOLE ED WATER METER v RETAINING/SCREEN WALL TELEPHONE MANHOLE 0 SURVEY CONTROL POINT o STREET LIGHT 0 CONCRETE PAVEMENT PARKING LOT LIGHTING EDGE OF PAVEMENT POLE LAMP PALM TREE EB ELECTRIC BOX TREE ELECTRIC VAULT CACTUS CACTUS GAS METER GV GAS VAULT FL UNE SD STORM DRAIN TC TOP OF CURB a] TELEPHONE VAULT 44: RAILROAD TRACKS TOW TOP OF WALL ce CATCH BASIN Fw-vl WATER VALVE F FIRE HYDRANT Title RepAArt PREPARED BY: TRANSNATION TITLE INSURANCE COMPANY ORDER NO.: 15428 IN REPORT DATED: DECEMBER 19, 2002 Legal Descriptiun LOT I, WALGREENS AT MAPLE GROVE SUBDIVISION FILING NO, 1, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO RECORDED JANUARY 23, 2002 AT RECEPTION NO F1406991, AssessM_Jr's Parcel Nu. XXXKXXXXXXX Easements Q9 RIGHT OF WAY, WHETHER IN FEE OR EASEMENT ONLY, FOR UTILITIES, AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY INSTRUMENT, IN THE INSTRUMENT RECORDED OCTOBER 3, 1968 IN BOOK 2052 AT PAGE 382, IN WHICH THE SPECIFIC LOCATION OF THE EASEMENT IS DESCRIBED. (PLOTTED HEREON), N AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY INSTRUMENT RECORDED MAY 31, 1990 AT RECEPTION NO. 90045017. (PLOTTED HEREON). 13 EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS AND RESERVATIONS AS NOTED AND/OR DELINEATED ON THE PUT OF WALGREENS AT MAPLE GROVE SUBDIVISION FILING NO. 1 RECORDED JANUARY 23, 2002 AT RECEPTION NO. F1406991. (PLOTTED HEREON). 15 TERMS, AGREEMENTS PROVISIONS, CONDITIONS AND OBLIGATIONS OF AN UNRECORDED LEASE, EVIDENCED BY A MEMORANDUM OF PCS SITE AGREEMENT, EXECUTED BY SPRING SPECTRUM, LR, AS LESSEE, RECORDED AUGUST 30, 1996, AT RECEPTION NO. F0294442 AND RE-RECORDED DECEMBER 19, 1996 AT RECEPTION NO. F0346970, AS AMENDED BY AMENDMENT TO PCS SITE AGREEMENT DATED JUNE 13, 2000 AND SECOND AMENDMENT TO PCS SITE AGREEMENT RECORDED JANUARY 23, 2002 AT RECEPTION NO. F14070DO AND FURTHER AMENDED BY UNRECORDED THIRD AND FOURTH AMENDMENTS THERETO DATED RESPECTIVELY AS OF MARCH 14, 2002 AND JULY 31, 2002. THE LESSOR'S INTEREST IN SAID LEASE WAS ASSIGNED TO NET LEASE DEVELOPMENT LLC BY INSTRUMENT RECORDED JANUARY 23, 2002 AT RECEPTION NO. F1406998. (DOCUMENT NOT AVAILABLE AT TIME OF SURVEY). 20 EASEMENT FOR ELECTRIC SERVICE IN FAVOR OF PUBLIC SERVICE COMPANY OF COLORADO DATED FEBRUARY 27, 2002 FILED AT RECEPTION NO F1561238. (PLOTTED HEREON). 25 EASEMENT AGREEMENT BETWEEN THE CONSOLIDATED MUTUAL WATER COMPANY AND NET LEASE DEVELOPMENT LLC, RECORDED APRIL 12, 2002 AT RECEPTION NO. F1462732. (PLOTTED HEREON). Lease Area/Access & Utility Easements LEASE AREA BEING A TELECOMMUNICATION LEASE AREA WITHIN A PORTION OF LOT i, WALGREENS AT MAPLE GROVE SUBDIVISION FILING NO. 1, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE 589'29'21"W ALONG THE SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 32.59 FEET; THENCE NOO'30'39'W A DISTANCE OF 37.08 FEET TO THE POINT OF BEGINNING; THENCE S90VO"W A DISTANCE OF 11.00 FEET; THENCE NO'0'0"W A DISTANCE OF 12.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A'°, THENCE CONTINUING NO'0'0"W A DISTANCE OF 12.00 FEET; THENCE N909'D"E A DISTANCE OF 11.00 FEET; THENCE Sn''D"E A DISTANCE OF 2.79 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT 'B'; THENCE CONTINUING SD'0'O"E A DISTANCE OF 2.98 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C'; THENCE CONTINUING SOFOVE A DISTANCE OF 18.77 FEET TO THE POINT OF BEGINNING CONTAINING 264 SO. FT. MORE OR LESS. ACCESS EASEMENT BEING A TELECOMMUNICATION LEASE AREA WITHIN A PORTION OF LOT 1, WALGREENS AT MAPLE GROVE SUBDIVISION FILING NO. 1, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A STRIP O LAND 1200 FEET IN WIDTH WITHIN A PORTION OF SAID LOT 1 LUNG 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT POINT "A" AS DESCRIBED ABOVE; THENCE S9000'W A DISTANCE OF 838 FEET; THENCE NO'O'O'E A DISTANCE OF 36.07 FEET; THENCE N261217"E A DISTANCE OF 70.69 FEET; THENCE N00'29'26'E A DISTANCE OF 290.08 FEET TO THE SOUTHERLY RIGHT CE WAY OF 320d AVE. AND THE END OF SAID STRIP. UTILITY EASEMENT BEING A TELECOMMUNICATION LEASE AREA WITHIN A PORTION OF LOT i, WALGREENS AT MAPLE GROVE SUBDIVISION FILING NO. 1, CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: STRIP ONE BEING TWO STRIPS OF LAND 5.00 FEET IN WIDTH AND 2.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: BEGINNING AT POINT "B" AS DESCRIBED ABOVE; THENCE N53'05'57"E A DISTANCE OF 3077 10 THE END DF SAID STRIP. STRIP TWO BEGINNING AT POINT "C' AS DESCRIBED ABOVE; THENCE N9000'E A DIS_JAVN,_ 15 FEET; THENCE S21'31'05E A DISTANCE OF 61.32 FEET TO THE EN TRIP: Certificate !Af Survey ~P00 RFD'/ THIS IS TO CERTIFY THAT THIS TOPOGRAPHIC D-lA1pP SS+ SHOWN AR D RECi TO THE BEST OF MY K A F.F./ DATE: 1 30 Q~ L!!C JOSEPH W STICE III, PLS 36072 E • I / V®S THIS DOES NOT REPRESENT A MONUMENT Y e REFERENCE IS MADE TO A COMMITMENT FOR TITLE INSURANCE, AND HAVING AN EFFE T T O P Y IN ISSUED BY • ~MBER 1 RANSNANON M AN , ITLE INSURANCE C THIS SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SE ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP D7lE EVIDENC IF J AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE THE NSSDN' A RECORD BOUNDARY ARE SHDWN HEREON FOR REFERENCE ONLY. -Mobile- 2323 DELOANY STREET DENIER, CO 80216 =PROJECT INFORMATION: ",PRINTYO UN6FIELD DN03043A 3150 YOUNGFIELD ST. WHEATRIDGE, CO. JEFFERSON COUNTY =CURRENT ISSUE DATE: 1 2/5/03-~ =ISSUED FOR: DESIGN =REV.:=DATE:=DESCRIPTION:=BY:= Al 1/31/01 ADD ACCESS EASEMENT k UTILITY EASEMENT JT :PLANS PREPARED BY: 4&1, Communication service;, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY' CHK =APV. JT JL JS LICENSURE: CAL ADA SURVEYING, INC. 6860,.. Y-4. C., AiM 2080 Ggeroo3, W 80112.1448 PMm' (720) 488-1303 Fur (720) 488-1306 JOB NO.CO-03022 SHEET TITLE: ,,URVEY 1 TOPOGRAPHIC L SHEET NUMBER: LS1 PAVED PARKING LOT NEW T-MOBILE UTILITY RACK EXIST. TREES - NEW T-MOBILE EQUIPMENT CABINET, TYP. NEW CONCRETE SLAB (SEE DIET 1/S1) NEW T-MOBILE i i' x 24'-\ LEASE AREA PER SURVEY \ SEE SURVEY ON SHEET LSI FOR ALL EASEMENT AND LEASE AREA LOCATIONS AND DESCRIPTIONS EXIST. 12' DOUBLE GATE ~l u 1 EXIST. CRICKET COAX RUN EXIST. UTILITY RACK I EXIST, SLAB W/ EQUIPMENT CABINETS NEW T-MOBILE COAX RUN (SEE DET t/A3) NEW T-MOBILE 6' CHAINLINK FENCE (SEE/ DIET 4/A3)/ EXIST. TRANSFORMER EDGE OF ROCK LANDSCAPING 0 I N ST. FENCE TO REMOVED I I I 1 NEW T-MOBILE ANTENNAS (SEE DET 2/A1) NEW T-MOBILE COAX RUN (SEE DET 2/A3) i 1 g /-EXIST, UTILITY CABINET EXIST. PLATFORM W/EQUIPMENT CABINETS SITE PLAN 2.5' 0 5' 10' 15' 0 SCALE: 3/16"=1'-0" - F % EXIST. FENCE/ APPROX. 01 PROPERTY ~I LINE (SEE SURVEY) I O Z EXIST. GRASSED AREA ANTENNA CONFIGURATION PER AC GROUP REPORT DATED 8/29/01 CELLULAR PIPE FRAME P/N MT-216, 1 (3) PIPE MOUNT KITS P/N MT-219-72 -MOBILE ANTENNA, TYP. 3AL RING MOUNT P/N MC-RM1030-3 PE SUPPORT ARM P/N MT-197 ANTENNA DETAIL T a nMobile- 7323 0ELGANY SIFTMI DBNBi, CO 80216 --PROJECT INFORMATION; SPRINT YOUNGFIELD DNO3043A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: 1/30/03 CONSTRUCTION ,-REV.:--DATE:=DESCRIPTION:=BY:= © 6/20/02 . CONSTRUCTION VL Q 7/12/02 FINAL CONST. RG © 8/01/02 REV FINAL VL ® 9/10/02 REV FINAL VL 12/13/02 REV FINAL VL 1/07/03 REV FINAL VL ® 1/09/03 REV FINAL VL ® 1/30/03 REV FINAL VL PREPARED (KIL Communication Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY: CHK. =APV,:-~ I VL KJS I KJS `I ppO REC/ST ~o~ •~04~,ft JgyjFY• 34610 a SITE PLAN & ANTENNA DETAIL 'o fl tiL r71 CL ANTENNAS EL J. 46'-0"±- 1.0. MONOPOLE ELEV. 44'-0" CL OF ANTENNAS ELEV. aO -6° EXIST. ANTENNAS (SPRINT) NEW T -MOBILE ANTENNAS - EXIST- ANTENNAS CL OF ANTENNAS (CRICKET) ~ELEV 35'-0"t - NEW T-MOBILE COAX RUN (SEE DIET 2/A3) NEW T-MOBILE COAX RUN (SEE DET I/A3) NEW T-MOBILE EQUIPMENT CABINETS ON NEW CONCRETE SLAB E >,go ° ANTENNAS LEV 46' °t T.O. MONOPOLE ELEV. 44'-0" CL OF ANTENNA LE V— 40'-6" ,j., CL OF ANTENNA EL° EV 35'-0"t EXIST. TREES EXIST. ANTENNAS (SPRINT) G~i ROUND NEW T-MOBILE UTILITY RACK EXIST. SLAB W/EQUIPMENT CABINETS WEST ELEVATION ...Mobile 2323 OELCIANY 81fEET OENYBi, 00 WM PROJECT INFORMATION: I SPRINT YOUNGFIELD DNO3043A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: F 1/30/03 ISSUED FOR: CONSTRUCTION :REV.: =DATE: =DESCRIPTION: =6Y:= ® 8/01/02 REV FINAL VL aj 8/06/02 REV FINAL RG ® 8/13/02 REV FINAL VL ® 9/10/02 REV FINAL VL ® 12/13/02 REV FINAL VL ® 1/07/03 REV FINAL VL ® 1/09/03 REV FINAL VL © 1/30/03 REV FINAL VL PREPARED G Communication 1 Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fox: (303) 740-9608 119TI, =Q DRAWN BY; CHK.:-APV.:= KJS K= NEW T-MOBILE (SEE NEW T-MOBILE (SEE NEW T-MOBILE EQU CABINETS 0 CONCRETI NEW T-MOBILE LEASE Af WITH CHAINLINK FEP EXIST. TREES GROUND ELEV. 0'-0" 20 o REGIST NORTH ELEVATION jaMFS•.~ %o y 346'0 j SSnP A2 MTS 24" CABLE COVER (P/N T-VSS-24) TOP 3, BOTTOM ATTACH WITH STANDARD COVER CLIP NEW ANTENNA SCH 40 GALV CABLE (ATTACH TO CABLE TRAY RUNGS STEEL PIPE 0 6' 0 3'-0'). TYP. MTS 24" CABLE COVER P/N O ,C. AMTS 24" CABLE TRAY LT-VSS-24, TOP & T P/N LT-24, ATTACH TO I BOT OM, ATTACH WITH ANGLE MTS CABLE STANDARD COVER CLIP A TRAY CLAMP UNISTRUT CHANNELS, (24" LONG MAX.) - c - GROUND LEVEL S u - L3x3x1/4" GALV STEEL CROWN FOR ---NEW ANTENNA CABLE (ATTACH DRAINAGE ANGLE SUPPORT FOR TO CABLE TRAY RUNGS CABLE TRAY 0 6 O .C. ~ i 0 3'-0"). TYP. i I I MTS 24" CABLE TRAY P/N- l LT-24, ATTACH TO UNISTRUT / -CABLE TRAY SUPPORT 0 W/MTS CABLE TRAY CLAMP \ / I 4'-0" O.C. TYPICAL m a N I I I I 7) n I I lad.. NEW E CONCRETE It, SLAB b _ CONCRETE FOOTING X3/8" EXP. ANCHOR COAX MOUNT GRATED WAVEGUIDE SECTION _ 3 STRANDS 4 PT. 6'-0" 6'-0" (10'-0" MAX) - '-~;Y BARBED WIRE GATE GATE VARIES OPENING OPENING - HEAVY PRESSED DOME j STEEL BARBED WIRE OUT RIGGER CAP ARM fnL _ s FENCE NOTES 1. POSTS, RAILS AND GATE FRAMES SHALL BE - 2-1/2° CORNER SCH 40 STEEL PIPE ASTM 120. TOP RAIL 2" \ c 3/8" 0 TRUSS ROD POST 2" 2. BARBED WIRE, TIES, TENSION WIRE AND FABRIC BOTTOM RAIL 2 1/2" GATE W/TURNBUCKLE 0 INTERMEDIATE POST SHALL BE ALUMINIZED STEEL. ALL OTHER FENCE o POST /8 GATE AND CORNERS, COMPONENTS SHALL BE STEEL, HOT-DIP GAL- I GATE 2" X 2" 9 GA TYp VANIZED PER ASTM A 123. FENCE FABRIC FRAME #7 GA. TENSION WIRE. 3. FASTEN FABRIC TO POSTS, RAILS, BRACES AND ( CONTINUOUS AT BASE OF 3/16" X 3/4" FABRIC STRETCHER BAR 0 TENSION WIRE WITH #11 TIE WIRES 18" O.C. MIN. CORNER OF GATE POSTS 4. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN h LEDGE IF .EnGE IS ENCOUNTERED AT GRADE, OR ;,III AT A DEPTH SHALLOWER THAN 3'-b CORE DRILL AN 8" DIA HOLE 18" INTO THE LEDGE. CENTER FINISHED POST IN THE HOLE AND FILL WITH CONCRETE OR GRADE LEDGE 12" 0 CONCRETE GROUT. IF LEDGE IS BELOW FINISH GRADE, COAT LOI FOOTING IN SOIL FOR BACKRLLED SECTION OF POST WITH COAL TAR, AND h - NO GAP BETWEEN GATE AND CORNER BACKFILL WITH WELL-DRAINING GRAVEL. FINISH GRADE AND POSTS, 10 DIA. FOR FENCE FABRIC INTERMEDIATE POSTS. 5. ATTACH GATE WITH 1-1/2 PAIR OF NON-LIFT-OFF 4----- - CROWN TOP OF TYPE, MALLEABLE IRON OR FORGING, PIN-TYPE CONCRETE 1/2" FOR HINGES. ASSEMBLIES SHALL ALLOW FOR 180 'GATE j "MUSHROOM CAP" GATE ALTERNATE FOOTING IN DRAINAGE. TRAVEL. 1" GAP BETWEEN STOP ON 2" SCH 40 ROCK (SEE NOTE 4) FINISH GRADE AND PIPE, (2' LONG) BOTTOM OF GATE 'IT, • -Mobile- 2= DELGANY STFEET 0E NI 00 80216 rPROJECT INFORMATION: SPRINT YOUNGFIELD DNO3043A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 JEFFERSON COUNTY U CURRENT ISSUE DATE: C 1/30/03 ISSUED FOR: [ CONSTRUCTION REV.:-DATE:=DESCRIPTION =BY: Qi 04/02/02 PRELIM. CONST. VL ® 6/20/02 CONSTRUCTION VL ® 7/12/02 FINAL CONST. RG ® 8/01/02 REV FINAL VL ® 1/07/03 REV FINAL VL ® 1/09/03 REV FINAL VL 6 1/30/03 REV FINAL VL PLANS PREPARED BY: Communication 7 . Services, Inc. 6 1 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fox: (303) 740-9608 DRAWN BY: CHK.:=APV.: C VL KJ$ KJS 1 UCENSURE: Ppp REG'IST ~ F R JAy • Fs 4610 ~ , ~ 3 SHEET 11TLE: ELEVATIONS SHEET NUMBER: A3 3 CHAINLINK FENCE 4"x36 -0- SIZE SHEET STRUCTURAL NOTES 1.0 GENERAL CONDITIONS 8'-0, 0 ~m CONCRETE SLAB DETAIL 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE UBC 1997 EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. !N CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE MOST STRINGENT PROVISION, 1.2 if IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. 1.3 DO NOT SCALE DRAWINGS. 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS. 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED. 1.6 DESIGN LOADS ARE: EQUIPMENT LOAD - PLATFORM LOAD - WIND SPEED 100 MPH EXP C SEISMIC ZONE 1 2.0 STEEL 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS (LATEST EDITION) EXCEPT AS NOTED: A. STRUCTURAL STEEL ...AISC SPECIFICATION & CODE OF STANDARD PRACTICE -SHAPES AND PLATES...ASTM A572 -PLATES BENT OR COLD FORMED ...ASTM A 283, GRADE C -PIPES...ASTM A 53, GRADE B -STRUCTURAL SHEETS, HOT ROLLED ...ASTM A 510 -COLD FORMED STEEL TUBING ...ASTM A 500 GRADE B -BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS...ASTM A307 -ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. B. WELDS ...AWS E 70XX EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE PARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR'S RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITIES BY THE OWNER AND/OR ENGINEER. 3/4" CHAMFER #5 0 12" O.C. EACH WAY CENTERED w w IN SLAB p 0 m~ z N4. z ' CV U L< 6 MIL POLY VAPOR BARRIER (ON SOIL) =r JES ®12" x 31" L- I I I -Of 12" NON-FROST SUSCEPTIBLE, 6" COMPACTED, STRUCTURAL GRANULAR FILL \-1/2"-1" CRUSHED ROCK NEW CONCRETE SLAB N VOICESTREAM JIPMENT CABINET, D #4 STIRRUPS ® 36" (2) #5 REBAR - TOP, \ MIDDLE AND BOTTOM COMPACTED NON-ORGANIC FILL AS REQ'D OR UNDISTURBED SOIL CONCRETE SLAB SEC77ON (z f 112'=f771 3.0 STANDARDS FOR ALL CONCRETE WORK 3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACI. SP66-88 OR LATEST. 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON DRAWINGS. 3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TIED TOGETHER. 3.5 CURE AFTER INISPNG CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING. 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER SLABS. 3.7 1/4" CHAMFER ON ALL CORNERS AND EDGES. 3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4" SLUMP AND A .LINIMUM AIR ENTRAPMENT OF 4%. 3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO ASTM A 185. -Mobilen 2323 08-OAW 9TPEET OENYER, 00 80218 SPRINT YOUNGFIELD DN03043A 3150 YOUNGFIELD ST. WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: 1/30/03 j ::ISSUED FOR: CONSTRUCTION :REV.:=DATE:=DESCRIPTION-=RY-, A 4/02/02 PRELIM. CONST. VL ® 6/20/02 CONSTRUCTION VL ® 7/12/02 FINAL CONST. RG A PREPARED Communication <917L Services, Inc. 7720 E. Belleview, Ste. 8-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 DRAWN BY: CHK.:=APV. °o0Eft JAF3 °i ~~v V F °x 34610 ~D la 1 oFFSSII~tl~; q; STRUCTURAL NOTES & DETAILS S1 NOTES: 0 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL CODES AND ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REWIRED TO MEET NEC O EQUIPMENT POWER REQUIREMENT SHALL BE COMMERICAL AC NOMINAL 1201208 VOLT OR 1201240 VOLT SINGLE PHASE WITH 100 AMP RATING. CONTRACTOR WILL CONTACT LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. 03 T-MOBILE WALL CONTACT LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF "T1' SERVICE LINE TO TERMINATE AT THE UTILITY MOUNTING STAND. G CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY SPECIFICATIONS AND REQUIREMENTS POWER COMPANY SHOULD PROVIDE THE 200 AMP METER. CONTRACTOR SHALL FURNISH AND INSTALL UTILITIES MOUNTING STAND, POWER METER BASE AND DISCONNECT PANELS PER SITE PLAN AND DETAIL 0 DRAWINGS THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE EASILY ACCESSIBLE FOR READING BY THE POWER COMPANY. CENTERLINE OF THE METER BASE SHALL BE 5'-6' MAX ABOVE GRADE, UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH AS MUCH AS PRACTICAL. ALL UNDERGROUND CONDUIT 6 SHALL BE PVC SCHEDULE 40, CONDUIT EXPOSED ABOVE GROUND SHALL BE INTERMEDIATE METALLIC CONDUIT (IMC) MTH WATERTIGHT FITTINGS UNLESS OTHERWISE INDICATED AND ELECTRICAL METALLIC TUBING (EMT) FOR INDOORS. POWER CONDUIT RUNS SHALL BE SIZED A5 REWIRED PER CABLE SIZING AND NEC REQUIREMENTS 0 ALL TELCO CONDUIT LINES SHALL BE 4" CONDUIT UNLESS OTHERWISE INDICATED 0 CONDUITS INSTALLED AT EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED-UP AND CAPPED AT 6" ABOVE GRADE OR 6 PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY PROVIDE NYLON PULL CORD IN CONDUITS O THE PPC AND TELCO FACILITY ENCLOSURE SHALL BE PRONGED BY T-MOBILE AND INSTALLED BY THE CONTRACTOR, XCEL ENERGY COMPANY I EXISTING 150 KVA PADMOUNT W A 2081120V, 30, 4W3M, 4W f Isa, = 29,7434 0 206V, 30 APPRO% 55'; 3-t/C /3/0 AWG CU IN 2' PVC I p 2 = 13,979A 0 208V IM 240V, 2004 NEMA 3R FUSED SERVICE DISCONNECT W/LPN-RK 2004 FUSES APPROX 5; 3-11C 1310 AWG CU + /2 AWG SOLID BTCW TO 1-1/C /4 AING CU GND IN 2" IMC _ SERVICE GROUND ROD I r 13,280A 0 208V, 10 - O 140V, 200A, i0 METER M BASE (UTILITY METER) APPROX 5, 3-11C 1310 AING CU + I - I/C 14 AING GND IN 2" IMC 2004 EMERGENCY GENERATOR RECEPTACLE 1 x4; 12,616A 0 208V, 10 WITH CLAMP COVER (APPLETON /AR2004RS) 3 1/C-3/0 AWG + 1-#4 AWG GND 200A WALKING BEAM INTERLOCK BREAKERS (DOUBLE THR TR F OW ANS ER SNITCH) 0 POWER PANEL 'PP' INSIDE 'PPC' (ALL BREAKERS COME FACTORY INSTALLED) POWER PROTECTION CABINET 'PPC' U. L. LISTED: E-209771 J-I/C 18 AWG + i-i/C 110 AWG GND IN i" PVC BTS POINT /1, AT EXC kVA LA YL-L I FLA SCA t XZ TM 150 AVM PADIM"T UTILITY MANSFORME'R = 150 KVA = 416.44 208V 416.44 = 0. 014 29.7434 0 208V, 30 POINT 12, AT 2001 FUSED SERVICE DISCONNECT 55'; 3-11C 1310 AWG CU IN 2- PVC, C = 13,923 (2)(LENGTH)(I SCA 1) f (VLL)(C VALUE) f2 = (2)(55')(29,743A) = t. t3 (208V)(13,923) I I M 2 I -+f2 2.13 = 0.47 ISCA2 = (ISGt)(M2) = (29,7434)(0.47) = 13,979A 0 108V, IM POINT /J, AT 2001 METER 5' 3-11C /3/0 AING CU IN 2" IMC, C = 12,843 (1)(LENGTH)(I SCA2 ) f 3 (VLL)(C VALUE) (2)(5')(13,979A) 3 (208V)(12,843) = o.as 1 I MS 1 + f3 I.OS = 0.95 I SCA3 = (ISCA2)(M3) = (13,979A)(0.95) = 13,1804 0 208K 10 POINT 14, AT T-MOBILE PPC 5'; 13/0 AING CU IN 1" IMC, C - 11,843 (2)(LENGTH)(ISCA3) T 4 = (VLL)(C VALUE) _ (2)(5')(13,280A) T 4 (206V)(12,843) ` 0.05 =0.95 M 1.+f 1.0.5 4 ISC14 (ISCA3)(M4) - (13,280A)(0.95) - 12,616A 0 208V, I0 SHORT CIRCUIT CALCS I NONE 121 PANEL SCHEDULE "PP" RATING: 1201208V, 200A, 1 PH, 22 KAIC B C C B DESCRIPTION K R 1 R V A 0 V A I R K R DESCRIPTION BTS N 40 11 3250 L1 2 60 a AC SURGE PROTECTION 0 40 3 3250 L2 4 60 N FUTURE BITS N 40 5 L1 6 40 q FUTURE BTS 40 7 L2 8 40 N SPACE 9 LI 360 1 15 TELCO GFI VENT FAN (INTERNAL) U 15 l l I L2 1 SPACE Ll = 3,610 VOLTAMPS L2 = 3,251.__ VOLTAMPS ONE-LINE DIAGRAM, PANEL SCHEDULE AND CALCULATIONS LIGHTING VOL TAMPS X 1.15 = VOLTAMPS RECEPTACLES - 1ST 10 KVA S60 VOL TAMPS X 1.00 = J60 VOL TAMPS RECEPTACLES - REMAINDER VOL TAMPS X 0.50 = ® VOLTAMPS LARGEST MOTOR LOAD VOL TAMPS X 1.25 = ® VOTAMPS BALANCE OF MOTOR LOAD VOL TAMPS X 1.00 = ® VOL TAMPS OTHER LOADS 6,501 VOL TAMPS X 1.00 = 6,501 VOL TAMPS 6,861 TOTAL DEMAND VA J] TOTAL DEMAND AMPS 1201208V 10 NEW T-MOBILE LOAD: 334 0 208V, 10 SCALE NO SCALE 1 LOAD CALCS Innovative ■ ■ Englneennq,Inc. ❑ ■ 1075 S. Yukon Street, SuBe 340 Lakewood, Colorado 80226 303134 78 507 - FAX 3031347.9420 SCALE NONE T • aMobilea = DELQAN'T87TI ET DEWMt 00 SM SPRINT YOUNGFIELD DN03043A 3150 YOUNGFIELD WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: 1 02/05/03 CONSTRUCTION -REV.:=DATE: DESCRIPTION:=RY-= ® 04/03/02 PRELIMINARY AM Q 08/06/02 FINAL AM ® 01/08/03 PRELIMINARY AM ® 02/05/03 FINAL AM A PREPARED Communication Services, Inc, 97720171E. Belleview, Ste. 8-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fox: (303) 740-9608 =DRAWN BY: CHK.:=APV. CM CM ONE-LINE DIAGRAM SCHEDULES AND CALCULATIONS E1 GENERAL ELECTRICAL NOTES 1 SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2 CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3 HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 4 THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5 EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 6 CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE INDICATED. 7 ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURERED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. 8 CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 9 COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF CONTRACTOR. 10 ALL CONDUIT ONLY (C.O.) SHALL HAVE 2 PULL WIRES OR ROPES. 11 PROVIDE CONSTUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 12 ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. 13 ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 14 THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES AND DRAWINGS. EXISTING 150- KVA PADMOUNT j TRANSFORMER II 8 NEW T-MOBILE LOAD E-4 CENTER MOUNTING RACK NEW T-MOBILE EQUIPMENT CABINET, TYP. 3 RUNS OF 1" PVC 5 COORDINATE ACTUAL STUB-UP E-4 LOCATIONS WITH EQUIPMENT CABINETS. SEE NOTE U8 SHEET El. EXIST. 12' DOUBLE GATE EXIST. UTILITY RACK 15 PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 16 IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR 4 FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 17 LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. 18 PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. 19 RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT A.C., WHITE OR APPROVED EQUAL. 20 PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPACLES SHALL HAVE RACO #800, 112" RAISED WORK COVERS. 21 WIRE AND CABLE CONDUCTORS SHALL BE COPPER 112 AWG MINIMUM, NO BX OR ROMEX CABLE IS PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22 GROUND CONDUCTORS SHALL BE #2 AWG SOLID BARE TINNED COPPER FOR BELOW GRADE AND #2 AWG STRANDED GREEN INSULATED COPPER ABOVE GRADE. 23 GROUND RODS SHALL BE COPPER CLAD STEEL, 518" ROUND AND 8" LONG. COPPERWELD OR APPROVED EQUAL. 24 METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY SQUARE D COMPANY OR APPROVED EQUAL. 25 CONDUIT: o. INTERMEDIATE METALLIC CONDUIT (IMC) SHALL HAVE U.L. LABEL. FITTINGS SHALL BE WATERTIGHT COMPRESSION TYPE. IMC SHALL BE USED FOR OUTDOOR RUNS. IMC IN CONTACT WITH EARTH SHALL BE 112 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. J. b. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL. FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. c. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE 'JAKE" OR "SQUEEZE" TYPE, LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 26 ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 27 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. POWER/TELCO SITE PLAN NEW T-MOBILE ANTENNAS NEW T-MOBILE COAX RUN EXIST. UTILITY CABINET EXIST. PLATFORM W/EQUIPMENT CABINETS ABBREVIATIONS ACCA ANTENNA CABLE ASSEMBLY AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE BSCW BARE STRANDED COPPER WIRE BTCW BARE TINNED COPPER WIRE CAB CABINET EMT ELECTRICAL METALLIC TUBING GPS GLOBAL POSITIONING SYSTEM GR GROWTH GND GROUND (OR GRD) IGR INTERIOR GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT ISCW INSULATED STRANDED COPPER WIRE PCs PERSONAL COMMUNICATION SERVICE PRC PRIMARY RADIO CABINET PVC RIGID PLASTIC CONDUIT PWR POWER CABINET RGS RIGID GALVANIZED STEEL N 0' IN 270' E 90' S 180' ELECTRICAL SYMBOLS - E E - POWER SERVICE RUN - OE - OE - OVERHEAD POWER - - - UE- - - UE- UNDERGROUND POWER - T - T - TELEPPHONE SERVICE RUN - OT - OT - OVERHEAD TELEPHONE - - - UT- - - UT- UNDERGROUND TELEPHONE - - - G - - - G - GROUND CONDUCTOR RUN - - - GEN - GENERATOR POWER m METER BASE Z, FUSED DISCONNECT SWITCH Q NON-FUSED DISCONNECT SWITCH DETAIL REFERENCE. TOP NUMBER IS THE DETAIL. BOTTOM NUMBER E-5 IS THE SHEET. Inn0V3tIVC ■ ■ Engineering, Inc. ❑ ■ 1075 S. Yukon Street, Suite 340 Lakewood, Colorado 80226 3031347-8507 - FAX 3031347-9420 SCALE NONE 3-1/C #3/0 AWG CU IN 2" PVC NEW GPS ANTENNA _ UT- 2 i i i - i EDGE OF ROCK LANDSCAPING lie I • UT- - - UT- - - UT_ -NEW T-MOBILE \ COAX RUN I \ I \ I J ~r\ NEW T-MOBILE / 6' CHAINLINK TELCO, 4" PVC FENCE SCH 40 TO TELCO AT POLE NEW CONCRETE SLAB / 3 EXIST. CKET CRI COAX RUN -Mobile- =D8GAN7erfft-r DENVER, 0O X= SPRINT YOUNGFIELD DNO3043A 3150 YOUNGFIELO WHEATRIDGE, CO 80215 JEFFERSON COUNTY CURRENT ISSUE DATE: E 02/05/03 =CONSTRLICTION_~ :REV.: =DATE:=DESCRIPTION:=BY:= ® 04/03/02 PRELIMINARY AM Qj 06/06/02 _ FINAL AM ® 01/08/03 PRELIMINARY AM ® 02/05/03 FINAL AM Q PREPARED Communication 1 Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9565 Fax: (303) 740-9608 DRAWN BY: CHK.:-APV.:= I AM CM CM 71 ELECTRICAL SITE PLAN E2 GROUNDING NOTES ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION & CONSTRUCTION MAY VARY DUE TO SPECIFIC SITE CONDITIONS. 0 COAX GROUND BARS: EXTEND (2 EACH) 12 TINNED, SOLID BCW FROM BURIED GROUND RING UP TO EACH GROUND BAR & MAKE MECHANICAL CONNECTIONS TO GROUND BARS. O BEFORE ATTACHING A NEW GROUND TO AN EXISTING, CONTRACTOR IS REQUIRED TO PERFORM A GROUND TEST TO DETERMINE IF AMOUNT OF RESISTANCE PRESENT IS WITHIN ALLOWABLE LIMITS (<5 OHMS). NEW SYSTEM MUST BE TIED OFF AT 2 POINTS BY EXOTHERMIC WELD WITH INSPECTION PORTS INSTALLED AT EACH BONDED POINT. A SECOND GROUND TEST IS REQUIRED AFTER INSTALLING NEW GROUND & MUST BE WITHIN ALLOWABLE LIMITS (<5 OHMS). Q4 GROUND ROD SPACING IS 10'-0" MAX. O THE BURIED GROUND RING CONDUCTORS & TOP OF GROUND RODS SHALL BE BURIED A MINIMUM DEPTH OF 2'-6" BELOW FINISHED GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. © THE BURIED GROUND RING CONDUCTORS SHALL BE Tf2 SOLID BARE TINNED COPPER. O PROVIDE 101t OF GROUND WIRE COILED UP AT TERMINATING LOCATION FOR FUTURE CONNECTIONS TO EQUIPMENT (CABINETS, MONOPOLE, COAX BRIDGE, FENCING, ETC) BEING INSTALLED AT A LATER DATE THAN THE GROUNDING INSTALLATION. ® THE #2 AWG GREEN ISCW MAY BE RUN IN THE CABLE TRAY PARALLEL TO COAX CABLE. DO NOT ATTACH OR FASTEN THE GROUND WIRE TO THE COAX CABLE. GROUNDING LEGEND SYMBOL DESCRIPTION ® GROUND ROD W/ ACCESS ® GROUND ROD (518"0 X 8'-0" LONG) ■ EXOTHERMIC TYPE CONNECTION (CADWELD) COMPRESSION TYPE CONNECTION (2-HOLE LUG), LONG BARREL LUGS, OR DOUBLE CRIMP "C" CLAMPS - - - #2 AWG SOLID BARE TINNED COPPER WIRE #2 AWG STRANDED BARE COPPER WIRE - - - - - - - - #2 AWG GREEN INSULATED STRANDED COPPER WIRE - - - - - EXISTING GROUND RING GROUNDING NOTES & LEGEND NOTES: 1. ENLARGED GROUND BAR IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED CONDUCTORS TO THE BUS. 2. LOCATION OF GROUND BARS ARE TO BE DETERMINED IN THE FIELD AND MAY BE LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE TO ACHIEVE THE DESIRED CONFIGURATION. SCALE: 1 11 ONE GROUNDING PLAN N 8 NEW T-MOBILE LOAD -4 CENTER MOUNTING RACK E144 GROUND ROD (TYP) 4 5 14 8 CADWELD CONNECTION (TYP) 24 #2 AWG SOLID BTCW / -3 -5 5 6 GROUND RING EC 15 GATE GROUNDING, 12° GROUND BAR AT TOP OF TOWER 3 7 7 8 ® E-5 4 5 E-5 ~ II\ - i I . 12" ANTENNA i GROUND BAR (TYP) - I 3 2 7 3 -5 E-3 4 -4 NOTES I- THIS IS A DIAGRAMMATIC REPRESENTATION ONLY. SEE GROUNDING PLAN FOR SITE-SPECIFIC STEEL MONOPOLE ANTENNAS PER PUN GROUNDING LAYOUT AND COMPONENTS. PER PLAN -.(QU4NiliY/CONFIDURAigN VARIES) CABLE ENTRY/EXII 2. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS Pats TYPE 3 74 3 V FOR ELECTRICAL SERVICE GROUNDING. 3 7 3. GROUND RING MINIMUM DEPTH OF 2'-6" BELOW I/4x4xlr SB - -4 1/4x4x12' FINISHED GRADE OR 6" BELOW FROST LINE, px4x a WHICHEVER IS GREATER. 11- .CABLE GROUNDING KIT (TYP) Gm a 1/4x4x12' + -PER PLAN OYP) M Dac AWG 5Cw GREEN ® -CA&E TRAY siWral I ! en U en z ers i TELEPHONE CLE~ CABLE TRAY 2 fEj BUSS BAR, 0ousa O O m C04N CABLE tR SmTC- I/4k4xIY RUN PER PUN (IIII T-HOLE FUTURE FUTURE 7 3 ( I LUG (TYP)--\,I it 33 I !I ~ ' ~ 1 VI z a E-3 E-5 SERVICE GROUND ROD 4 GROUND R00 -5 W/ACCESS (TYP OF 2) 8 2-HOLE LUG -5 CONNECTION (TYP) _ NEW T-MOBILE CHAIN LINK FENCE #2 AWG BTCW IN 3/4" KELLUMS "POLY TUFF" FLEXIBLE 6 NON-METALLIC CONDUIT E-4 -4 CABLE TRAY 2 2 BUS BAR E-5 E-3 ~2 NEW T-MOBILE ANTENNAS NEW T-MOBILE COAX RUN #2 AWG GREEN ISCW 8Q 12" ANTENNA GROUND BAR AT BASE OF TOWER. CONNECTS TO EXISTING TOWER GROUND RING IN 3 PLACES 3 3 7 2 7 8 -4 -5 -4 -3 -5 -5 N IT W 270' E 90' S 180' SCALE: NONE 3 Innovative ■ ■ f;R Engineering, Inc. ❑ ■ ,~s/e (RP) x 0 8' LONG atouNO ROD 12 AWO SOUD BTCW 1075 S. Yukon Sheet, SuAe 340 A4XBIUN f-0' D.C. GRa/ND RING (M'1 GROUND TEST Lakewood, Colorado 80226 WELL (TYP OF 2) 3031347.8507 • FAX 3031347-9420 ____t MONOPOLE TOWER GROUNDING SCHEMA TIC NoNEE 2 BTS BTS BTS 3 2 FROM ANTENNA NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR CONCRETE PAD 1/2" 0 JUMPER (TYP) (1-5/8" ONLY) STANDARD 7 1 GROUND I F- KIT (TYP) CONNECTOR r~1 I #2 AWG SOLID BT~PW IN 3/4" KELLAMS "POLY TUFF" fLEX18LE WEATHER wFArHER I I a PROOFING r ~1 I KIT (TYP) / COAX CABLE (TYP) NONMETALLIC CONDUIT - - ANTENNA GROUND BARo #6 AWG 6 8 W/SIMILAR BAR MOUNTED #2 AWG SOLID BTCW GROUND RING NEAR/BELOW ANTENNA r SCALE T 7\ #2 AWG NS EQUIPMENT GROUNDING DETAIL NO SCALE GROUND WIRE TO UPPER r " / 12 GROUND BAR - U( SEE NOTE ® ON SHEET E3 COLORED COAX SECTOR WEATHERPROOF KIT IDENTIFICATION TAPE NOT USED No scALE 2 GROUND WIRE TO GROUND BAR DETAIL NOSCALE 3 JUMPER 200A, 240V METER WEATHER CAP (TYP) BASE (UTILITY METER) 200A, 240V FUSED MAIN LINE 7/8" OR MAINLINE TO JUMPER 1-5/8" COAX CONNECTERS 12" GROUND BAR, COPPER, r3 W/INSU ATORS e-5 SERVICE DISCONNECT 2" GALVANIZED PIPE - - #2 ISCW GREEN CC UNISTRUT SUPPORT INSULATED " Z PPC TELCO MATERIAL (4 PLACES) 12 UPPER WEATHERPROOFING KIT DETAIL SCALE Na SCALE 4 GROUND BAR E-5 W/INSULATORS U 6,_3„ FINISHED GRADE o ~ - 79 k 0 , ~Q0 0 o ~ #2 AWG CADWELD CONNECTION V 0 o oo Moo SOLID BTCW 2' TOP OF EQUIPMENT PAD IMC 2" 14 0 o INISHED PVC CONDUIT RADE r SIZE AS SHOWN ON AYOUTS 3'D° 2" MC RISER TO ELECTRIC UTILITY PVC TO 6 PVC CONDUIT PER PLAN - - LCO 3 E J i #2 AWG SOLID BTCW - , 12" GROUND BAR GROUND RING Z„y 1" PVC TO BTS , " COPPER, ` PVC FROM UTILITY CABINETS 2 W/INSULATORS II ' 1 PADMOUNT XFMR STUB-UP DETAIL SCALE 1 5 _3 E s - No SCALE 2 ISCW GREEN W sA # 12" GROUND BAR, INSULATED Ij LOAD CENTER MOUNTING RACK DETAIL ND SCALE CA 8 COPPER, W/ SEE NOTE Q8 ON SHEET E3 INSULATORS, BOLTED DIRECTLY TO TOWER I n 3/4" KELLAMS "POLY " I „ 12" GROUND BAR, TUFF FLEXIBLE COPPER, W/ E 6 NONMETALLIC CONDUIT ✓~INSULATORS, BOLTED (2 GROUND COAX CABLE GROUND KIT DIRECTLY TO TOWER CONNECTIONS PER BTS CABINET CONCRETE TO ANTENNA CABLE Y E s COVER ASSEMB SLAB FINISHED L k GRADE _ 2 G AW SOLID BTCW TI 7 v EXISTING BURIED GROUND RI nnovative ■ ■ #2 AWG`SOLID BTCW Engineering, Inc. ❑ ■ CADWELD N2 AWG SOLID BTCW GROUND RING , CADWELD TO GROUND RING (3 PLACES) \ 1075 S. Yukon Street, Suite 340 Colorado 60 Lakewood CONNECTION -M- , 3031347-8507 - FAX 30313 1347.9420 CONDUIT ROUTING DETAIL Nose LE 6 MONOPOLE GROUNDING SCALE NoscALe 7 NOT USED SCALE NO SCALE IT, 0 -Mobile- 2323 DELGANYSiR~T DENVER 00!0210 SPRINT YOUNGFIELD DNO3043A 3150 YOUNGFIELD WHEATRIDGE, CO 80215 JEFFERSON COUNTY =CURRENT ISSUE DATE: 02/05/03 CONSTRUCTION =REV.:=DATE:-DESCRIPTION:=BY:= ® 04/03/02 PRELIMINARY AM Qj 06/06/02 FINAL AM ® 01/08/03 PRELIMINARY AM ® 02/05/03 FINAL AM PREPARED Communication Gli Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 =DRAWN BY; CHK.:-APV,:= AM CM CM ELECTRICAL DETAILS SHEET 1 OF 2 NUMBER: E4 Parts List ITEM PART N0. Description DTY I MT-C6690.02 BUSS BAR 1/4-X4-X20-3/4- i 2 MT-520 INSULATOR 2 3 SS-0305 3/4x5/8' SS BOLT 4 4 SW-1_03 3/8- SS LOCK WASHER 4 LEAD LENGTH NOT SHOWN FOR CLARITY ACTUAL LENGTH. 8' (96") Parts List ITEM PART NO. Description QTY, I /4"X4"L12" BUSS BAR 1 B T N 2 3 C -50320 G 3 /8" CALVZ SCREWS 4 LS-G03S 3/8- LAG SHIELD 4 5 8-0306 3/8- x 3Z4- SS BOLT 4 6 SW-L03 3/8- SS LOCK WASHER 4 7 MT-520 3/8- THREADED INSULATOR 2 8 PA SL 2AWGx8' TINNED WIRE LEAD W iHERMOWELD 2 8 AA SL 2AWC%5' TINNED WIRE LEAD W THERMOWELD 2 00000000008 NOT USED NSCAE 1 CABLE TRAY BUSS BAR SCALE 2 GND BAR W/INSUL. (12") scA`E 3 INSPECTION WELL/GROUND ROD DETAIL SCALE 4 I NO SCALE NO SCALE NO SCALE 2z% iI • • PARALLEL HORIZONTAL CONDIiC10R5 HORIZONTAL STEEL SURFACE COPPER LUGS PARALLEL THROUGH CONNECDON TO MT STEEL SURFACE TWO HOLE -LONG BARREL LENGTH OF HORIZONTAL CABLES OR HORIZONTAL PIPE TYPE PT TYPE HS TYPE YA-2 0 u o e BOND JUMPER FIELD FABRICATED THROUGH CABIf To GROUND ROD GREEN STRANDED INSULATED THROUGH CABLE TO TOP TYPE 2-YA-2 OF GROUND ROD TYPE GT CADWELD DETAILS NOTES: 1. ALL HARDWARE BOLTS, NUTS, & LOCK WASHERS SHALL BE STAINLESS STEEL. CONNECTIONS SHALL BE BOLT, LOCK WASHER, BUSS BAR, LUG, & LOCK WASHER, IN THAT ORDER. 2. CONNECTIONS TO STEEL SHALL HAVE A THOMAS BETTIS IDTW DRAGON TOOTH TRANSITION WASHER BETWEEN THE LUG, & THE ORDER OF THE STEEL CONNECTIONS SHALL BE BOLT, LOCK WASHER, STEEL DRAGON TOOTH WASHER, LUG, LOCK WASHER. 3. KOPER SHIELD, ANTIOX, CR NO-OX, OR EQUIVALENT IS TO BE PLACED WHERE ALL DISSIMILAR METALS CONNECT. GROUNDING CONDUCTOR HEAT SHRINK (CLEAR) - BURNDY GROUND LUG. SEE TABLE FOR SIZE & MODEL. NUT LOCK WASHER f BUS BAR LOCK WASHER BOLT LOCK WASHER MIRE SIZE BURNOY LUG BOLT SIZE 16 AWG YA6C-2TC38 318" - 16 NC S 3 BOLT 12 ANC SOLID YA3C-2TC38 318" - 16 NC S 3 BOLT 12 AMC STRANDED YA2C-1TCJB 318" - 16 NC S 3 BOLT /21O AWG YA26-2TC38 318" - 16 NC S 3 BOLT 1410 AWG YA28-2N 112' - 16 NC S 3 BOLT HOR120NTAL SPLICE SPLICE OF HORIZONTAL VERTICAL PIPE CABLE DOWN AT 45' TO RANGE CABLES OF VERTICAL PIPES TYPE SS TYPE VS i I * VERB STEEL SURFACE "C° CONNECTOR CABLE DOWN AT 45' TO VERTICAL H17'RESS STEEL SURFACE INCLUDING PIPE TYPE YGHC TYPE VS SCALE NO SCALE 16 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT ANTENNA ZIP TIE COAX CABLE NO-OX (BOTH SIDES OF LUG) PIGTAIL COAX GROUND KIT DETAIL TRENCH I _II I I „ - ~Al` 12 4" BEDDING SAND MIN, UND LUG TO BUS BAR DETAIL SCALE NO SCALE 8 UTILITY TRENCH SCALE NO SCALE BARE WIRE TO BE NO-OXED AT BOTH ENDS HEAT SHRINK #6 STRANDED LUG TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS SCALE NO SCALE #6 AWG BTCW (TYP) BURNDY TYPE KSU SERVIT (3 PLACES) EXIBLE COPPER WD BURNDY TYPE B CABLE TO PIPE CONNECTOR BURNDY TYPE CAR #2 AWG BTCW (TYP) MAIN GROUND RING 12 AING SOLID BTCW CABLE TO CABLE CADWELD (TYP) NOTES: 1. FLEXIBLE BRAID JUMPER SHALL BE MOUNTED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. 2. #2 AWG BTCW AND ONE END OF THE FLEXIBLE BRAID JUMPER (BURNDY TYPE BD) IS JOINED TO THE FENCE POST WITH A (BURNDY TYPE GD) GROUND Innovative ME CONNECTION. THE OTHER END OF THE EnglneePlno, Inc. ❑ E JUMPER IS CONNECTED TO THE CATE 1075 S. Yukon Street, Suite 340 WITH A (BURNDY TYPE GG) CONNECTOR, Lakewood Colorado 80226 TYPICAL 2 PLACES. 3031347-8507 - FAX 3031347.9420 SCALE 10 GATE GROUNDING NO SCALE 11 PIGTAIL LUG BK-OWN NO SCALE NEW ANTENNA 7/16 DIN (F) CONNECTOR 7/16 DIN (M) CONNECTOR ANTENNA JUMPER 112" 0 JUMPER (TYP) ON SHEET T2 - 12" "*1~5/8"0 x 8' LONG COPPER CLAD GROUND ROD,-I, 7116 DIN (M) FOR ANTENNA COAX CABLE, CONNECTOR REFER TO RF SCHEDULE CADWELD CONNECTIONS TYPE GT, NC (BY G.C.) 7/16 DIN (F) CONNECTOR 7/15 DIN (M) CONNECTOR BTS JUMPER BTS CABINET 7/16 DIN (M) CONNECTOR 3' HARDLINE COAX b 6' ANDREWS ANDREWS GROUNDING KIT SUPERFLEX 1 SUPERFLEX J LINE I.D. TAG/MARKING (SUREFLEX) LINE I.D. TAG/MARKING 7116 DIN (F) CONNECTOR LINE I.D. TAG/MARKING LINE I.D. TAG/MARKING TYPICAL ANTENNA COAX SCHEMATIC FINISHED GRADE PVC REMOVABLE COVER. COVER FINISHED GRADE SHALL BE REMOVABLE BY HAND. UU GRAVEL V AA VnA V A A V 0 V A A A~ O t i' ~~~T /2 AWG SOLID BTCW BURIED 2 AWG rm 6"0 x 2'-6" SCHED 40 PVC SOLID BTCW GROUND RING 12 AWG SOLID BTCW GROUNDING TEST PIGTAIL e~ N (MAIN GROUND _ RING) EXOTHERMICALLY WELD TO W 3" Of CRUSHED GROUND ROD (CADWELD) AWG TO GROUND GRAVEL BELOW i" WIDE SLOT FOR GROUND WIRE, ROD, CADWELD WELD. WELD EXTEND 1" ABOVE GROUND RING TYPE CT SHALL REMAIN VI S1BLE. II. a' MIN SEPARATION, 10' MAX. SEPARATION CONNECTOR 2-HOLE LUG W/ LONG BARREL FOR f6 STRANDED ~I ~-TO EQUIP. SCALE TYP) No SCALE 7 PROPOSED SURFACE/GROUND COVER TO MATCH EXISTING PROPOSED COMPACTED BACKFILL 90% UNDISTURBED SOIL WARNING TAPE W/ OPTIONAL TRACE WIRE SCHED 40 PVC CONDUIT WHERE APPLICABLE. CONDUIT SIZE PER PLAN. TIM - -Mobile- 2828 DElOANY 911EET DENVER 0080216 =PROJECT INFORMATION: SPRINT YOUNGFIELD DN03043A 3150 YOUNGFIELO WHEATRIDGE, CO 80215 JEFFERSON COUNTY -CURRENT ISSUE DATE: 02/05/03 =ISSUED FOR: CONSTRUCTION ® 04/03/02 PRELIMINARY AM Q 08/06/02 FINAL AM ® 01/08/03 PRELIMINARY AM © 02/05/03 FINAL AM PREPARED Communication Gli Services, Inc. 7720 E. Belleview, Ste. B-350 Englewood, Co. 80111 Telephone: (303) 740-9585 Fax: (303) 740-9608 r`DRAWN BY; CHK.:=APV. AM CM CM ELECTRICAL DETAILS SHEET 2 OF 2 E5 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12065 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/26/2001 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3150 YOUNGFIELD /aka'12750 w Phone : 233-1376 32 Contractor License No. : 20985 Phone : 913-9274114 Company : Lowe-North Construction, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $30,000.00 Permit Fee : $442.25 Plan Review Fee : $0.00 Use Tax : $450.00 Total: $$9225 Use: Description : SPRINT MONOPOLE W/ ANTENNAS & EQUIP. CABINETS (AKA: 12750 W 32ND AVE) BUILDING DEPARTMENT USE ONLY WSIC : Sq. FL : Approval TRC OK 4123101 Zoning : ~lrl~i~'Ih~~ OK Approval: DM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21018 Plumbing License No : Mechanical License No : Company :Rilo Electric Inc. Company : Company : Expiration Date : 2/28/2003 Approval : OKIKS Expiration Date : Expiration Date : Approval : Approval : (1) This permil was issued in accordance with lhe provisions set forth in yopur application antl is subjecl to the laws of the Stale of Colorado antl to the Zoning Regulations and euilding Code of VJheat Ridge, Coioratlo or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) tlays from issue date or (B) the building authorizetl is suspendetl or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a Fee of one-half the amount normalry requiretl, providetl no changes have Deen or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (t) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permil. (4) No work of any manner shall be done lhat wili change the nalural Flow of water causin9 a tlraina9e probiem. (5) Contractor shall notiry the euilding Inspector hvenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before p~oceetliin9 with successive phases of the lob. (6) The issuanc4A permit or the approval of tlrawings and specifications shall not be construetl to 6e a permit for, nor an approval of, any violation of lhe provisions of the buil g des r a ther ortlinance, law, rule or regutalion. Chief Building Ins ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13368 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/23/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NET LEASE DEVELOPMENT LLC Property Address : 3150 YOUNGFIELD ST Contractor License No. : 21177 Phone: 612-313-2500 Company : K R Swerdfeger Construction, Inc. Phone : 719-547-0242 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alle9ations made are accurate; that I have read and agree to abide by all conditions printed on this application, and lhat I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe t Ridge ordinances, for work under this permit. ' GCfZ2~I (OWNER)(CONTRACTOR) SIGNED DATE Description : DEMO OF BUILDING Construction Value . Permit Fee $5000 Plan Review Fee $0 00 Use Tax : $0.00 Total $iDO u0 Use : m BUILDING DEPARTMENT USE ONLY W&NAWNROW Approval : TRC Zoning : Approval: DM 9a _ _ ApProval : Occupancy : Walls 23 JAN 02 OK 1123102 Roof : Electrical License No : Company : Expiration Date : Approval: Plumbing License No Company : Expiration Date : Approval : SIC : Sq. Ft Stories . Residential Units . Mechanical License No Company Expiration Date : Approval : (1) This pertnii was issued in accordance with the provisions set (orth in yopur application and is subjecl to the laws of the Slate of Coloratlo and to lhe Zoning Regulations antl Building Code of Wheal Ritlge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abandonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvitletl no chan9es have been or will be matle in e original plans and speciFlCations and any suspension or abandonmenl has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, fu0 fees shall be paid (or a new permit. (4) No work of any manner shall be tlone that will change the naturel Flow of water causing a draina9e pmblem. . (5) Contraclot shall notiry the Building Inspector hventy-four (24) hours in advance for all inspections and shall recerve written approval on inspection card before proceediin9 with successive phases of lhe job. (6) The issuance of a p mit or the approval of drawin9s and specifcations shall nol be construed to be a permit for, nor an appmval of, any violation of the provisions of the ild ~ g co es ny other ortlinance, law, mle or regulation. .7 Chief Building Inspectp DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pertnit Number: oF W"E" r q BUILDING INSPECTION LINE - 303-234-5933 Date: > CITY OF WHEAT RIDGE 7500 WEST 29TH AVENLTE WHEAT RIDGE, CO 80215 - (303-235-285v5,y) ~~toRno° 4i1PP~~~,4~TIO4 v Property Owner: NE~ Sz- JLLc~~/~l !rl` c PropertyAddress: 3t5o 10NA'erii0 VST Phone: Contractor License No.: ComPanY: A' e flr~ n r1t;?EnAG. dc)a;,t%, Iil•~L Phone: OWNER/CONTRACTOR SIGNA'C[1RE OF UNDERSTANDING AND AGREEhdNT I hemby certify that the setback distances proposed by this permit application aze accurate, and do notviolate applicable ordinances, ru(es orreguta5ons ofthe City of Wheat Ridge or covenants, easements or mstrictions ofrewrd; that alI mcasuremenu shown, and allegations made are accuraze; that I have read and agrce to abide by all eonditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge BUtlPing Code (U.B.C) and all ~er applyCable Wheat~Ri~ ge Ordinances, for work under this ewit. / / Description: bltlm e) Construction Value:$ Permit Fee:$ ~ Plan Review Fee:$ ~ Use Tax:$ Total:$ BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Oa i Elect Com / - " ' ' Units: L, (ti' il Lioense No: Expi t Date: _ 7/~~ ~3y zorJng ~1> nded ot ~ maae m (3) ~?3/Y~ G'ClJs3P/ ✓/~%Z~ 3onme¢t U ~ ~d before (6) on af the pra Chief Ilding Inspector JAN-23-2002 On SEMPEP DRRKE 303 825 ^2p0 P.02;02 11:01 pRpKE REAt FSTATF SFRVICES, 1tC. e Tabor Center, 1200 17th St., Surte 570, Denver, CO 80202 Phone (303) 825-8500 FAX (303) 825-7200 Jonuory 23, 2002 VIA FACSIMILE f3037 235•2857 City af Wheat Ridge Wheat Ridge, CO RE: Demolit~on of buildlns7 ttf 12700 We t 32^d Avenue Wheai Ridae GO Demolitton of buildln9 at J_L50 Youn~eld StreeL Wheat Rid90- O To Whom It May Concern: Please accept this letter os ouihorization from ()rake Real EstaTe Services, Inc., the previous londowner of fhe above-rEferenced parcels, that K.R. Swerdfeger mnY demolisfi the above-referenced buildings. Should you have ony questions, please feel free to contact our office ot (303) 825-8500. Sincerely, DRAKE REAL ESTATE SERVECES, INC. < Jon Houser TOTRL P.02 303 925 7200 P.01.'02 JAN-23-2002 11:01 SEMPER DRRF:E t?RAKE INA~ EST,4TE SERVICES, LLC. One Tabar Center, 120017th St., Suite 570, Denver, CO 80202 Fax Coversheet. FROM: F~: 3~~,~ g~'j 7 PHONE: 303.825.8500 FAX: 303.825.7200 DATEi IO2-- RE: GC: ~on Hauser OJon Hardy OJeanne Rooney PAGES, INCLUDING COVERSHEET • MESSAGE: NLD NET LEASE DEVELOPMENT LLC January 14, 2002 ~ OQ7~ RE: Demolition of building at 12700 West 32ntl Avenue Wheat Ridge CO Demolition of building at 3150 Youngfield Street Wheat Ridge CO To W hom it May Concern: Please accept this letter as authorization from Net Lease Development LLC, owner of the above referenced property, that K. R. Swerdfeger may demolish the above-mentioned buildings. If you have any questions. Please feel tree to contact me at (612) 313-2500. Sincerely, Michael Fraser FIFTY SOUTH SIXTH STREE7, SUITE I4$0 • MINNEAPOLIS, MN 55402 (612) 313-2500 • Fnx (612) 313-0136 ERENflfl GODFRE)' FaX N0. : 3~~3??4139 Dea 21 2001 O8:37RM P2 '~L.'.:>Ec 1674i>.E .i19-,'G1;ks Uv 12/0472001 S1a04WVpGo 001-003 - • Ffi6E FEEs 15.00 DQC.FEEo 32.0Q kECORDED IN JEFFF,RSON COUHTY, CQLORRDO • 98ECIAL DIARRA3I,TY DEED STATE OF COLCPA,O § CCl7N':'Y OF 7EFFER90N @ Toc-DS coMVa.nnt, a Delaware corporation ("Grantor•), for and in conIDideza;.ion of the sum of Tea anfl No/lno aoliaYg iS1O.00; and other V J valua::e co:lsideraCien tc Lhe undnraigned yaid by cIIe czantee AQZQin i r.amed, the receipc anG sufficiency of whieh ie hereby ackaoviedged, has GRANTED, SC7SJ AVD COW$YED, Aild by theDe p:elGAto does GRl.2T'P, S&LL AND ~ CoNV6Y unT-o DRiKE ~ RtiAS: ESPATE SSRVEC6S, LLC, a Celerado limited :ishiliby company '•'Graatee"), whoae address isone Saboi Ceatez, 1200 17° Str@at. 6uite 570, Denver, Celorado 80202, the property located at 12700 Wtst 32'd avence, waeaercflge, :efferson Cou7Cy, Co2orado, more pasticularly deaczibed as Ic'_7.own: That par: of :he Norchwest oae-quaYter of the Northeas= ene-quar:er of the SoutA6/ece oae-quarter of Seetior. 29, TOwnsbip 3 9outh, Rariqe 69 WBBt Ot ChC 6"' ➢,M., deac:ibeC d8 IN £p1iaW5: a~ Segixuiing at a ncint 224.5 feet Eaet of =hc xorchweat corner of the Northeas:or.a-quartez ei the Southwnat ona-guarter of '1r said 9eCLion 29; thenee Fagt along the sasc-Nest center'_Yne of ~ 0aid Section 29, a distance of 130.66 feet; thenc• eouth at ~ zight angles to said ceacerline 19G.00 E¢et; thence West aafl . patallel with the afor.esaid SasG-west cenLarllAe 150.00 feat; Chence North 190 Peet, more or lesa, tu the point of beginyiug, 88CE8T the NorthGrly 40.00 faet thereof as deacribed in deed recorded in Hook 1936 at Bage 28, of the Jefferaon County Recozds; togetriez vicb a21 im;xovemeyte and fixturta lccated thazeoa tuid all heredltamente and a-jpLrcenances Ghereto in anywiae belongir.g tthe ^?roperty^) The bropeYCy is Sereby reetr:cted to prohibit its uae for the sale or storage v£ gasoliae or 3:aee1 fuel f0Y a peziod o£ tea (10) years from zhe date hereof. Giancor bas not mdde aad doea IIot make any aBOeztioas or nouaaearti.ons, representacions, warralltiea or coVeaBAeA oE aey kiad or charaeter whatsoecer, wrieUier expresa cz im811ed, with respect co the auality or coaditlon o£ che Proper:y, the euitsbiiity of zhe Property for any ana a11 activitiea anC u9ae which 8uyer may conduet tksrevn, coxglz&ncn by the proporcy wiCE aay laws, rale3, OYdinaneea, or YegliSations o"E any appl_'eable govwznmental authority or habltabi3ity, merehantabilizp, or fitness Eor a partieular puzpoae, and apwci£icaily, GxaACOZ does noz make ar,y rep=eseaGations regar3ing hsaarflous Vaste, as dc£lr,s~ ~y Mie Solifl raaFCe Dia&osal wcc aad the regulaeion6 adoDEed L11@seunder, oz the U.S. SnvizoAaantal ProteoGion Agency zegulaLiona, or F'n'JM : BP.ENflA GOLFREY FR:; N0. : 30=_774139 Dec. 21 2001 08:38f+M P3 .:01; A'kJ P.1.~/U4 ~ the •disposal c: any haaardoua waste or any oCher haear5ous or eoxic eubstances in or on tMe Hzopezty. ESCepc fez che wa7ctanties expraasly concained tere3n, tha Proper.ry 1a hezeLy soid, traasfarred, an8 assigned to GranLee "AS IS" aad °w228 ALL BaIILTS." 1 2O FtAVE Arm Te HOLD the abwa-deacribed Psogerty, together with all T and sing_i_ar the siphTS an3 appurtenaneea thezeto ia aaywise belongiAg, unto the sai:: Grantee, ic succesaors and assigne forever, excepting all outetanding mineral inCe:eBts, en@ ettbjact to* utfl tax@s and aasessmeat8 whieh aten:e ar_Z fall duc and payable aPCer the dflte rereof. +ihose icems 3et 4orth on Exhibit °'A" actacned hereto Gran:or sna12 arad will WAKR312a'P ANn ?OREJ3R D8S8taD a11 and 91nqu1az the said Proper.ty u:iLo the said 6rantee, its suceea9oss iad aeaigns, againut rrery gerson vlaomaoevez lawfully claitting or to claim the same OS Rriy part th0lCOf, by, through ,rid under Orentor orily, but not otherwise. Dated C_ be effective November 30, 2001. TUC-DS CON•PANY, a Delaware Corporation $Y c reeident 9TA:5 OF TEXAS CJUN2Y OP H$X.A$ Yhe fcregoing inscrvmenYAwas ar owledged belo7e me Lh1D 2~ day of xovember. 200: bg 1 !/s~j tte: vice Pr2siden[ of ToC-DS COMPANY, a Delawaze cosporation, on behal£ of sa+_d cexporation. ww awaa~xsaaTaas,waswww q.1~SnN KINO ~ /f ~ pullie ~ ~ T s ~ Op. 17-1l2~1 9 My comm so r~0 e~ yg~ NOtBr Public, State f Ts7cas ~icp~z`ra~.1 ~ ALter reeording return Co Drake R@al Eraata Serviees, LLC Attenc_on: Soa Hausec, Manager oneTabor Ceater 1200 17" StreeC, Suile $70 DOnv.z. ::olmrado 80202 ~9t9: ERENHN GODFREY FRX N0. : 3~3~?74139 Gec. 21 2001 08:38Nt9 P4 ..b.'_ F'.04-'e14 Elt=IT "A" Oar Ordar No. A88'i 69085-6 r~ ANY TAX. LIEti, FEE, O& qSSESSMHNT SY R6ASON OF INCL'JS10N OF SUBJECT PROPERTY IN T'HE NORTHWEST LAKEWOOD SANITATIOIV DISSRIC: AS YVIDENCED BY INSTRUMENT RECORDED 7ULY 17, 1467, IN SOOK 1932 AT ppGB 57. TFIE LFFECT OF MAP RHCORDED NOVEMB&R.25. 1987 UNA6A RECEPTION NO. 87142381. UTILiTY &ASEMEN"r aS GRANTED TO PUBLIC SERVICfi COMPANY OY COIARADO IN INSTA(;MENT RECORDFD MAY 31, 5990, UNDER RFCbPITON NO. 90045017. rOTrt F.0a viiioiuc nnu io:uj rnn i SPECIAL WARRANTY, bEED TNIS UIEEu, M44d LLyia day nf betwean Drake Real Eetate Services. LLC, a Cblorado 1lmited liability companx oftheCity and County of DenVez and5laknf~Colorado g~tor(s], atd Net Laasa Development LLC, a Da13Ware limited 1labili[y company Whuse Ic5a1 uddmss is of Ihe County of and State oP' f-/~ VAL 11[1L !\L(1L Li.1L WJ ~/VL , 6[anleo(,v): WIl'NHS3ETN,'CAatlbb glantor(s), for unA in considLruliunlo,(Ufa sum oF Teri dollas9 and NO/100----------- I ..------------------'-----°----DOLLAR5. I1o.00 . the icatipL und Buf[iefcney oF which ic Bareby ocknowledged, hes pr+nrod, hargained, r.o141 and ronveycd, and by tluxc presenls doeR grunt, bargein, xull, convcY wid wnPlim. onto the graJi(eel);), 6k lieu's and .asiB^s forever, all t1w crnl property bg¢Ihlr witll ;mprovemcnls. if any, silunle, lying nnd hcing lu t11e Couniy of , and Stote at Cnlorada, described me follows: Sae Exhibic "A° at[ached hereto and inieorpoXnced harein (Che "~Propesty") AlFokaiownCyiveecandnum6aras 32nd & Ycungfi0ld, TbG6'CF1IC11 Willi uII and singulnr the Levt(1Ilnnt-YUR :uid n.ponen~,c~+ Uxrennto 6elouging, or in anywise oppertaining, and ihe mversiun nnd reVer9lonS t~mainder end remainderR, p:nt~ iacuec fnd proHlF Ilnreof, nnd nll thn anLelai riplit, 1i11e, in[eresl, claun nntl Jcninnd whnigatver of Ibe Crantur(s), eflher in lniv or aquily, nL in oncl lo iNe uhave bargeiiwd pMmiFaS, wilh thu I1cYCdilumentsandapparlenenres, subjecC Lo the estricEione sat forth in Exhibit B a[cach i '1'U HnVlt ANU'CO HPLP Um axid prcmiaee aeavu 6arC iied aikl duscriheJ, wllli Iho npryuneoances, umv lh, gm~~~ee(n), bis hcirn nnJ ussigns fon:ver. 11vs grsutnY(a1, 1'er IiimFelf, his h'vs and purconal A'Lp[csentolives or succe:r,ors, does co~rprnt und ngree Illet hu nhall xnQ w;n wnielcnNT ANn r'oREVpR 1: F.rEN1J Ihe uhovo-batgalncd pmmises in ihc qui=t aaA peTeeuhte p„xswrsion of lhe EirmIltlO(S), I115 Imim aNtI NPCVgiid. 4QJ10FI AII pd eVCC}' `fCI5U0 Of j%9:foqK CUILI1111Q Lhl WIIUIC OI" 811Y PyTI llleYeul, /6 y~ ly~ py,1~~~ughornndutillcgraiuor(n), excep[ al1 auc canding minRral in[eTesCsand Chvse ~ 'ILe.aingulux number shnl] incluAe lluc plurnl, dm plural Ihe ngular, ond lhu uFu uf Niiy ge11der RllAll Ue applicubl. W all y+¢ndtt.~. . ITt \V17'NW3 WHI2RIt0V, IIIV b'fY11t01J`S) IIlR MFL•L'lIIOII IIIII lILC1I UII LI12 LIiIC $Ct fl]flll dI)O"C. DraYcAilla,ulser E6C9te s~rvices, LLC. a CoA,blanager c ompny BY: 5'1'A'f60F CoLOR}1DO ) ) yFCOUNTY OP UENVER ) nn furcgaing insuvm-nt was ecknowiedged 4e1'otu m. lhis Qdny oC ~/7~ [ • p~Q~, by bill ~Al(S'E!' /1~ANA6c~l2, .r 4 Pa~ cnSl4'~ ~rv~C L'o/,~a6 My CommiASlon e%pires: Wi~nxp y hand on o1'f 1 al. ~t.; Nelarr Public **hereto end srh41'InL Plle N C0109I7907 NOTARY PUBLlC ' creT~ OF COtOFU;1D0 91/2 'd .IEIZ'°N-:-A ~An, NiV8Z~l ZOOZ'9i'uEf . . ~ . . I Exhi4it A Thse paxt of the NarEhwnst onq-yuarter o£,tpe Nerehaast onA-qtserGez et ehe 3ouckvqaG one-yvasEar of SecCion 19, TevnASp 7 SeuOh, Asbge 69 t9est of tba 6t2> F.M„ dcscribq4 ac Eo11cWS: 0aginninp 4e q po34C 224.S feot Eas[ of t~e Narth-eeG cosReS OE Che NoYCh.hst one-qua7:[az of Che southveee one-quarcer If oaid SecCion 291 ehenee 8ase alang the Eanr_-Plast centerlina of said 9ection ~A, a dletanae ef 150.00 peet; thence 6ouch nl; rigLt anglos ce xmid cenccp~,ine 90.00 fe0t; ehence Woct nad perallal vith Chra afornsaj.d fiasC-W.st cenceYl3ne 1~0.00 feec; thanea Nocth 190 feet, more or less, ao ehe Peinc at Beglnt]Sltq, EXC4'PT l_he Noseherly 60.00 Leas cheraoE edeseribad in Deed Fecnrded in Booic 1938 at PdQe 28 and re-teCOZBed ia Boek 11444 ac Paga 215, Councy of Jeffarsen, SCnc• of Coloaada. 4 9I/£ 'd 1EGZ 'Oft - YYtl6Z OI ZOOZ '91 'U¢!' ~ ~ ~ ~ • L i ' i r*xsix c i An easematat for utilltics and incidenCai puzposea grantad to Public sezviee Company of Colorado by r_he iristrumAnt rt corded OctobRr 3, 1968 in 8ook 2052 at Pa9e 382. . pn ensement for t0 conseSUCC, aperate, intain, zepais and replace utility yxnes and all fixtures and dcvices, use oz useful and ineidental purposas gratated to Public 5ervir_e Company of Co otado by the iriStrumeilt =ecorded Mfly 31, 1990 at Reception No. 90045017. ' Terms, s%reernents, provisioas, conditio~z and ol7ligations of a Leaca, eXa[t1ted kry Applewood Villtige, a parCnership. Arl LesSOZ, and Atnoco Oi1 Cpmpany, a5 Lessme. Secorded Januazy 35, 1968 in H*k 1994 aZ Peqe 322 and thereaLtez amended by Metqotanclum of ModificaCion op Lease recoYded Juna 17, 1992 at Racegtion b1o• 92072633, kkte LeBoos's Inkerest in which has been assigned to2002 *n+algreen Go. hy instr+ament dated 2002, recorded at RecepCS,pn No. • a Terms, agreetn~nts, provisions, eonditidns gnd obligations oE a Memorandum ❑ PCS Sxte Z+grcoinent. executed bY 3pXing~Sppetrum L.Y., a Delawaie 1lmited partnershlp, as Lessee, recorded Auquy 30, 1996 at Reception No. F'0294A42 a.nd re-ze~corded Dece'm'6er 19, 1996 at Recep~ion No. F0346970. in alaich hns bman itasigned to Net Leas9 Devel,apment LLC 9t/5 'd ~ I£LZ '°N . iHV6Z:01 ZOOl 91 'ue1. v(a~ranu --raY uJl WJVVY EXEitBiT B The Property is hereby restridted to prohibit its use for the sale or storage of gasoline or diesel fba1 for a period af ten (10) years fznm November 30, 2001. grantor has not made and doe~ not make any assertions or nonassertions, representations, voatranties or covenants of any kind or charactex whatsoever, whethek express °~e suitbil~it,lt ct to the quality or conditi on of th~ Property, Y of the Property for any and all activitlejs and uses wk►ich Buyer may conduct thereon, eompliance byitlie Property with any laws, rules, ordinances, or regulations of ani applicable governmental authority or habitability, merchAntability, or fitness for a particular pvrpose, and specifically, grant4r does not make any representations regarding hazardous waste, as defined by the Solid Waste Disp4sal Act and the reg~latiox►s adopted theTeunder, or the U.S. Environmental Protection Akgency regulations, or the disposal of any hazardous waste or any Other hazardous or toxic substances in or on the Property. Except far tlie warranties expressly contained herein the Properiy ij hereby sold, txansferred, and asszg,ned to grantee "AS IS" anb "WZTH ALL F'AULT5." 90 'd iELZ '°N Y1tl6Z11 lDOZ '91 'uep STATE OF COLORADO Bill Owens, Govemor Jane E. Nonon, Ezecutive Director Dedica(ed ro protecting and improving the health and environment of the people of Colorado N" 4300 Cherry Creek Dr. S. Laboratory and Radiation Services Division Denveq Cobrado 80246-1530 8100 Lowry Blvd. +~87g+ Phone (303) 692-2000 Denver, Colorado 80230-6928 TDD Line (303) 691-7700 (303) 692-3090 Colorado Depaztment Located in Glendale, Colorado of PublicHealth httpJ/www.cdphestate.co.us andEnvironment DEMOLITION APPROVAL NOTICE This approval no[ice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Pazt B, adopted September 19, 1996 and effective November 30, 1996, and the Air Quality Con[rol Act C.R.S. 1982 & 1995 (237-101 and 25- 7-501 et seq). This notice signifies that the structure was inspected for asbestos and CFCs and the demoli6on contracror has properly notified the Colorado Department of Public Health pursuant to Regulation No. 8, P3i[ B. TIIE OR[GINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. As a contractor, you may have to obtain other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health, Au Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. This approval notice is valid from 01124/2002 through 02/15/2002 The actual scheduled work dates aze from 01/24/2002 through 02/15/2002 This approval notice has been issued to: K.r. Swerdfeger Construction 421 E. Industrial Blvd. Pueblo, CO 81007 Asbestos Building Inspector: Kurt Streeb State Certification Number: , Expiration: Phone Number: (719) 547-0242 Inspection bate: 06/05/2001 Issued by: For the location specified below: Day Care Center 3150 Youngfield St. Wheat Ridge, CO 80215 Jefferson County Approval Issued on: 01/16/2002 Record Number: 34337 Notice Number: 02JE1089D Amount Paid: $ 55 Check Number: 106602 lmmediately notify the Asbestos Unit of project modifications by fax at 782-0278 and the appropriate counry health depanment 6y fax. Project modifications include changes iri the scope of wark or the scheduled work dares. sdflwtbeiu\ 10/97 Nick 41690Iaura 61091 Rock Tovey H:\daza\docs\forms\demo9].ms[ 05/J0!01 07_50 FAY 913 686 2849 LOR'E NORTH CONSTRLrCTION ~ IOooi C 0 M LOWE-NORTH CONSTRUCTION, INC. N GENERALCONTRACTORS 800 A-Line Drive A Spring Hill, Kansas 66083 T (913) 6663080 Q KC Line (913) 592-4025 p Fax (913) 686-2849 4&uQkY.diTfirasu-IarsA►!6) May 30, 2001 Kristy city ofwheau;age Dept. of Planning and lkvelopment 7500 W. 29' Ave. Wheatridge, CO 80215 gg_ Builciing permit No. 12065 ~ Kristy: Please updatc your files to reflect a change in electrical contcactoz on the regcnnced permit from Lyan-Rogers Electric to Rilo Electric Inc. of 1695 yanlcee Creek Rd., Evergreen CO 80439. If you require any additionai infoimation, Piease ca1L Regar~is, U . Kim H. Parsley Project Manager DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 12065 Date : 4/26/2001 Property Owner : Property Address : 3150 YOUNGFIELD ST Phone : 233-1376 Contractor License No. : 20985 Company : Lowe-North Construction, Inc. Phone : 913-927-4114 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are aceurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C J and all other applicable Wheat Ridge ordmances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $30,000.00 Permit Fee : $442.25 Plan Review Fee : $0.00 Use Tax : $450.00 Total: $892.25 Use: Description : SPRINT MONOPOLE W/ ANTENNAS & EQUIP. CABINETS BUILDING DEPARTMENT USE ONLY om Approval : TRC Zoning : Approval: DM 0' Approvai : Occupancy : Walls OK 4/23/01 OK Roof : Stories SIC : Sq. Ft. : Residential Units : Electrical License No : 21018 Company :Rilo Electric Inc. Expiration Date : 2/28/2003 Approval : OK/KS Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issuetl in accortlance with the provisions set forth in yopur application antl is subject ro the laws of the State of Coloretlo antl to the Zoning Re9ulations and Buildin9 Code of Wheat Ritlge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sizty (60) days trom issue date or (B) the building authorized is suspentletl or abandoned for a periotl of 120 Cays. (3) If this permit expires, a new permit may be acquired for a(ee of one-halFthe amount normally required, providetl no changes have been or will be made in the original plans antl specffications and any suspension or aDantlonment has not exceeded one (i) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full tees shall be paid for a new permit. (4) Na wark of any manner shall be done ihat will change the natural flow of water causing a drainage pro6lem. (5) Contrector shall notify fhe Building Inspec[or hvenry-tour (24) hours in advance for all inspections antl shall mceive written approval on inspection wrU before proceediing with succeurve phases of the'ob. (6) The issuance of a permit or ihe approval o~tlrawings and speciflcations shall not be wnstruetl to be a permit tor, nor an approval of, any violation of the provisions of the b' ing cotles or any other ordinance, law, rule or regulation. ' 8u di g ~ 7~1 - DEPARTMENT OF COMMUNITY DEVEIAPMENT ME93#5176 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 ExT. 255 P.O. eoX sse CITY OF WHEAT RIDGE, C0L0. THIS PERMIT VALID ONLY WHEN SIfiNED 8Y THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW. y APPLICATION FQR MISCELLANEOUS PERMIT JOB ADDRESS /~dNGF/EL.n OWNER CpI1'p M 6 1-1 JA-P 0 M,,.,~LctJ~T~'Z~ CONTRACTOR UN/Vf.E25AL F/<r: ~C~tl+~Y1lEl~CO. ADDRESS "441 WRDSG.~L4:/i/_ . ADDRESS AI~E ViV r PHONE Z~ ZIP CODE d~d21 GTY LIqKA-00 ZIP CODE xoZt + 4%ONTFACT PRICE $ I/ 7S.41 PHONE ~JO - I. TYPE Ground❑ Woll❑ Proisofinp❑ 0the, SorDFaes- 2. MATERIAL Tolal SQuare Fesf $IGN$ 3. ILIUMINAT10N Ys+❑ No❑ TYDe Elect. Parmit No. 4. SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zone_ ApprovM, 2ona Inapeetor (SDecifywhichiafront) U LJ L.J LJ DiwpprweC I, TYPE Solid❑ More TMn BO% ODenO Lesa Thon 80% Open FENCES MATERIAL Haipht 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zons_ ApprwW,2om InsDeeta (SDeci}y wMicA iafront) ❑ ❑ ❑ ❑ DisapDroved 1. OTHER 2 3. DRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GNIho DISTANCES FROM PROPERTY LINES. (SETBACKS OR VROJECTIONS INCIUDED) i ~ J } r rc SPECIFY NORTH ~ N LICENSE NO. STREET NAME SNOW DISTANCES FROM TFIE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTV LINES,NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECNANICAL PERMIT THIS AVPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORN ONLY UPON VALIDATION BY THE BUIIDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORN IS NOT STARTED WITH7! THAT TIfAE. ELECTRICAL PERMIT STATE LICENSE N0. 3 PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT Ai.U:AIBil.r1.9 WIRE UNDER 51ZE 8 II.LEGAL FLOOR BSM 15T 2ND 3R0 4TH NQ FUEL~ChcbOrn CM dl Else Sda Np, WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS UTILI7Y(RANGE,DISPOSER,ETC.) FIXTURES WA7ER HEATER AUTO. WASHER DISH WASHER Refri arant Group PouMa Chor s AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS 9 CONTROLS FLDOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS UNi✓'tX5/9L G/ !.L L3E- v46,6~1)11VC 7716 F-xhT/.ci'tc Fr4G AL69sy1 sX57EA14 '76 /vl PERMIT FEE ' hareDy acknvwledqe ihot this appiica- i is eorrect ond understond thaf I USE TAX iof stort this Droject until this oppli- n if opproved. I shall eomply with TOTAL FEE iwa ot the State of Colorado and to roinq Requlotions ond Buildinq App ROVE( f the City oi Wheot Ridpe. Any ~ , of the above terma will couse CHIEF BUILD `e revocation of this Oermit. 157 ee) NOT 'lv ' 1 - I ~1-Q af Wheat Ridqe ~ I Date Issued~ ~ ~am.• CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS `UGniversal CJire 6duomenl (9omfiany 303-238-4099 - 5825 oLet! Virlh -qvenue . ((/Lni! g`J'C - Xak..d Coolor-L 80414 Sanuary 12, 1993 Mr. Dave Roberts Fire Marshal Wheat Ridge Fire Department 3880 Upham Street Wheat Ridge, Co. 80034 Re: Child Motivation Center, 3150 Youngfield Street. Dear Mr. Roberts, Please be advised that Universal Fire Equipment Co. will be upgrading the existing Fire Alarm system located at the address above to comply with 1988 UFC. The work to be done will include the replacement of existing Alarm Horns with Alarm Horn/Strobes and the addition of a Weatherproof Alarm Horn/Strobe on the exterior of the building. An Autodialer will also be added to the system so that any alarm will notify the monitoring service. The monitoring service will be chosen by the Child Motivation Center. The installation schedule for this project is tentatively set for late January - early February, with full completion no later than mid February. Please feel free to contact me with any questions concerning this letter. Sincerely, UNIVERSAL FIRE EQUIPMENT C0. e t e" r'~ Paul Mandich ,•(Jke b/JiJJerewcs Y b/JepmCaa~ity,Wheat Ridge Fire Pratection District Plans Review Date: 1-1'-1-13 Aeviewed by David M. Roberts Uniform Fire Code Certification #53275 Colorado State Fire Suppression System Inspector Certification #92-173 Comments: aT 4zN-73Z3 a1{ tira ih 7r~v~nee 3cc~fancc %~ST. ~ ~ s «Y~k f F; ~~a apP'O ~ ' p (y..2of+ti~ ~ ft%: ~ s e • 1 f 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 ...~.,..T vni in nn~iv WHEN SIGNED DEPARTMENT OF COMMUNITY DEVELOPMENT h1E9,k#5I05 pERMJT N0 pA7Qg BCITY~~ OF W EAT RIDGE,ICOLIO.N THE CHIEF BUILDING INSPECTOR AND RECEIPT~ nr..r..._.. . /1 STae~~lr JOB ADDFESS CONTRACTOR A D D R E S S ~0' - -ZIP CODE ~_-F~'f CITY ~ LICENSE WASH PHONE 252-- Z33 - S or D Foce 1. TYPE Ground❑ _ _ H'all❑ Projettinq❑ 01her _ _ Total Squoro Feei Elect. Permit No. ~ Zone- QDDroved,Zone Inspector INSPECTION TICKET - E ~ W n nisaooroved - JOB 3..-] Uss Thon 80% ODe^ ~ ADDRESS HsiQM FE - E- _ - 3 = P'' Z 13 INSPECTION 71CKET _ , DATE: BLDG. PERMITtl VQ I,-~ - JOB I n-_ PERMITM qDDRESS _ ~ ~ ~ ~c L BLDG. CONTR. 7~~(-- -5 2UCTURE,G ' SUBCONTRACTOR C 7 BLDG. PERMITM 2TY LINE DATE: ~ PEFMITM DATE INSP. REQ. S. 'J - TYPE OF INSR BLDG. CONTR. INSPECTION MADE SUBCONTRACTOF REMARKS / DATE INSP. REQ. E 7~ "2 Y~"L G.'~-v)-- " TYPE OF INSP. J - p jRTY LINE ) INSPECTION MAD W.R. FORM &19 ,STREE7S,, REMARKS dSTANCE. :LECTRICt THIS APPLICATION~IL~LT W~LM EXPIRE 60 DAYS FROMRDATE OF I~SSUANCE ~F~V W.R.FORM 6-19 PLUMBING PER ELECTRICAL PERMIT STATE LICENSE NO.__ STATE LICENSE N0. 7c7 METER - < DISP WIRING MOTORS Bi._.___~N?H~~~_ SIGNS TRANSFORMERS~ enrnTION TO OLD WORK_ I herebY acknowled9e that this aPPGCO- I tion is cmrecl ond understand thai I connot start this project until ihis apPI' cotipn ig approved. I shall com0ly with the lawe of the State of Colorado and to the Zoninp Requlations and Buildinq Code of tha CitY of Wheat Ridqe. AnY violation of the above terms wi11 cause revocation of ihis permit. i L's"4*4~- SEWERS PERMIT FEE USE TAX TOTAL FEE OWNER ADDRESS SO - -ZIP CODE PHONE CONTRACT PFICE $ SpO~ - i s 2'l- '1tl _G. . . Aa+s Paa~eu~o , , ~ , lX a~• CHIEF BUILDI 1NSPECTOR,Cit of Wheat Ridge Date Issued NOT VALID UNLESS REQEIPTED i a~l ~y 4t "7"? S" ~ GALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS " ' City of Wheat Ridge Commercial Miscellan PERMIT - 071165 PERMIT NO: 071165 ISSUED: 10/29/2007 JOB ADDRESS: 3150 YOUNGFIELD ST EXPIRES: 06/14/2009 DESCRIPTION: T-MOBILE ANTENNA PER ATTACHED CONTACTS TEN 303/859-0344 CHRIS STRYKER PARCEL INFO ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 15,000.00 FEES Permit Fee 326.70 Plan Review Fee 212.36 Total Valuation .00 Use Tax 270.00 - TOTAL 809.06 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code U.B.C) and all other applicable Wheat Ridge Ordinances, for wo er this permit. Plans subject to field inspection. -A e Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-Pour (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subj t field inspections. Signature of Chief Bui ing ficial date INSPECTION REQST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. o~w" Tq City of Wheat Ridge Building Division Date: 10PVO ) m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Plan za~ 00' o Inspection Line: 303-234-5933 Permit 5 <ORAO Building Permit Application Property Address: 315y YCIUCJCaFIi~ SrProperty Owner (please print): Phone:(3o3)PjSy-0314`-f S ~(fZ Mailing Address: (if different than property address) Cc, Address: 9y0/ c4ftl- &W (3wo. ~Itrrr~ Sao City, State, Zip: [pj. ~bZ3U On Contractor: TCZA Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: It - 44 Use of space (description): Construction Value: $ /01 Description of work: (as calculated per the Building aiuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Building Code (I.B.C) and all other applicable Wheat Rid a Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (/OWJ~~N~EERRj)~~ (CONTRACTOR) or PERSONAL REPRES 0i E) ONTRATOR) PRINT NAME: [..~(~~FK- SIGNATURE: Date: Z~ Pl -7 DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: {~D Reviewer. C"~~4((V\ PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: OCCUPANCY. Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: $ ^`V?0 V ~/15- lld1oopV GENERAL NOTES CODES A STANDARDS 1. FOR THE PURPOSE OF CONSTRUCTION, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR/OEM - EXI-PARSONS OWNER T SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPUCABLI NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE - -MOBILE . ® LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE 2. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTORS SHALL SHALL GOVERN THE DESIGN. ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, BUILDING CODE: REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE INTERNATIONAL BUILDING CODE: IBC 2006 PERFORMANCE OF THE WORK. SITE NAME ELECTRICAL CODE: 3. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2005, UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND SPRINT YOUNGFIELD NATIONAL ELECTRICAL CODE APPLICABLE REGULATIONS. LIGHTNING PROTECTION CODE: 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW NFPA 780 - LIGHTNING PROTECTION CODE, 2004 " OUTLINE ONLY. SITE NUMBER SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EDITION OF THE FOLLOWING STANDARDS: EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIO DN03043A 1) AMERICAN CONCRETE INSTITUTE (ACT) 316-99 NS AS INDICATED ON THE DRAWINGS. 2) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT-AND MATERIALS IN MANUAL OF STEEL ACCORDANCE 03 CONSTRUCTION. WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATER 3) TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA/ETA 222 OTHERWISE. M LATEST EDITION, STRUCTURAL STANDARD FOR ANTENNA TOWER AND 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE C ANTENNA SUPPORTING DRAWINGS, Y STRUCTURES. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR 0 4) INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS APPROVAL BY THE CONTRACTOR. ;T7 (IEEE) 81, GUIDE FOR CL O MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE AND B. THE SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP n _n EARTH SURFACE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE ro POTENTIALS OF A GROUNDING SYSTEM IEEE 1000 (1999) EXISTING RECOMMENDED PRACTICE FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED G. C FOR POWERING AND GROUNDING ELECTRONIC EQUIPMENT. LOCATION. G) N 5) IEEE C62.41, RECOMMENDED PRACTICES ON SURGE 9. THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. r.D to m VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND 10. OF CONSTRUCTION SHALL COMPLY WITH OWNER SPECIFICATIONS FOR CONSTRUCTION to 0 Z j "HIGH SYSTEM EXPOSURE") 6) TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING 3G SITES m REQUIREMENTS FOR . CD TELECOMMUNICATIONS 11. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR 70 c 7) TELECORDIA GR-63 NETWORK EQUIPMENT-BUILDING TO CD SYSTEM (NEBS): PHYSICAL - COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON - PROTECTION 8) TELECORDIA GR-347 CENTRAL OFFICE POWER WIRING THE DRAWING MUST BE VERIFIED. SUBCONTRACTOR SHALL NOnFY THE 9) TELECORDIA GR-1275 GENERAL INSTALLATION CONTRACTOR REQUIREMENTS OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH 10) TELECORDIA GR-1503 COAXIAL CABLE CONNECTIONS CONSTRUCTION. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES 12. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS - AND STANDARDS REGARDING MATERIAL, METHODS OF OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS PERSONAL CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC RF EXPOSURE MONITORS ARE ADVISED TO BE WORKING TO ALERT OF ANY REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. DANGEROUS EXPOSURE LEVELS. VICINITY MAP CONSULTING TEAM PROJECT SUMMARY SHEET INDEX js I m`13r A 11 1 A&E FIRM: SITE ADDRESS: SHEET DESCRIPTION wHE4r O4 q n La t - 441, ZUMA CONSULTANTS INC. 3150 YOUNGFlELD ST. / Ti TOLE PAGE, VICINITY MAP & GENERAL INFO. ~ C 3911 W 25TH AVE WHEATRIDGE, CO 80215 Q 4 W A 1Q DENVER, GO 80212 Al SITE PLAN m ve - rv P. (303) 325-5606 be1 F.. (303} 325-5629 A2 WEST ELEVATION §tf CONTACT: KHRISTOPHER SCOTT PE QO CO Lam" PROJECT DESCRIPTION: LOR p DETAILS I l } ELECTRICAL ENGINEER: INC. PRIEST ENGINEERING PROPOSED A MoN-Nrwe raeLE' TELECOMMUNICATIONS SITE CONSISTING OF A El ELECTRICAL NOTES AND SPECIFICATIONS ,p/ Wheat Ridge Building Department g r; ' vtnl~iv r'=', _ s Imo.-"`'~ _T A' IT , 6909 SOUTH HOLLY CIRCLE, SUITE 304 CENTENNULL, CO. 80112-1045 PHONE: (303) 773-8773 FAX. (303) 779-8333 CONTACT LOREN PRIEST NEW NOK14 FLEXI EQUIPMENT ON AN EXISTING SLAB AND REPLACING EXISTING ANTENNAS ON AN EXISTING MONOPOLE E2 GROUNDING PLAN & DETAILS Approved E3 GROUNDING DETAILS E4 GROUNDING DETAILS ~ E5 POWER AND TELCO DESIGN 13U FFICIAL AT ° - - E6 PoWER/iELCO INSTALLATION DETAILS ' I ity rmil: The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to.. E7 GPS INSTALLATION DETAILS any of the provisions of the building code or of any City ordinances. ?ermits presuming to give authority to violate or cancel the provisions of the Z building codes or other ordinances of the City shall not be valid. • • . •Mobile EJC1 PARTE M SPRINT YOUNGFIELD DN03043A 3150 YOUNGFlELD WHEATRIDGE, CO 80215 JEFFERSON COUNTY ISSUE DATE:- 10/1/07 CONSTRUCTION Q 8/22/07 PRELIM CONST. KS ® .10/1/07 CONSTRUCTION KS 0 0 0 Al I CI Zuma Consultants, Inc. 3911 W. 25th Ave. Denver, CO 80212 P:303-325-5606 F:303-325-5629 KS ( KR I KS ~UCENSURE: Q~Pp0 REG1,q .~QNF.R JAJ9F ~ Fo g 341 .01 TITLE PAGE, VICINITY MAP & GENERAL INFO SONES 4T FOR A 24'] ' 'D' smE sHEEr T1