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HomeMy WebLinkAboutR1995-2PROPOSED GRADE EXISTING GRADE 613t00 a • • a +W O • + • N • • • r N •i • •• C ▪ • ft UP • • i -+ • r. Ito 1- • a w + Z 614+00 100 W. 2nd • 615+00 0 0 N 0 616+00 i a• _J If Co N N a N 613 0 r f N 0 • • N 7 -NO CAP W-2 2nd N sra SE 52 09' SW 52.64' By TED & Denver near coluLI near corner near corner en a + NW 56.51' / / / /� /0 / // / / / // // % /// // //, / / // // / // // j // / // / / / b•1ck LuIIdit..; b'ick UI.II IIn'1 marble bult.lo 1 near corner b'ick L./IIA1u.1 O e.N N fir• \\ \N \\ \\' \\ \\ N N N \ N \ \ N N \\\. \\\ \\\ \\\. \\� \N \N \N\ V • : •r N • an111; - Ha • Settle N1ht 70',+74 N O r N ART & FRAME SHOP 59S W. 2nd Street NT a + 0 IR • A N N N 614 O + 1 + El it bO• W N aT 0 N 1+ + 8 O N O NI N V' 0 < In + �+ • N IA N • N + tI l Ot t 11 :II 0 sr 21 NI I I N • • qr • • + i • C �+ e + o ii I• a1a • 615 615 + /z // // // // / / / / // / / / / // / fir• r �\ N N \ \ \ \ // \N N 1 E.L. J.1 21.5',+01 It N It N • NT ,+ N r i+ 1t. 111M 30.41.+44.4 sign 21.1',+411.1 JACOWS CARPET aro & Denver Annum O D 1+ 0 N • o+ + a a N N 1. manhole 21',+11.2 • N 616 N 0 + • •• 1 i h O N + al /rate 21'0.27 N O N N N A • + + ,+' TT_ 617+00 —CAP By TED 1 618+00 ;GALE Z I.2 ti -2 3rd & Denver FIE 89 45r southwest corner of gas island of east pump SE 52 82' near corner base of stucco building SU 44 85' center of west curb stop 141 76 05' chiseled "X" in southeast Saver C DENVER AVENUE 6 corner of patkifj(j lot UNDERGROUND VAULTS STATION DESCRIPTION SIDE DISTANCE CMU SLURRY 614+01 — 614.4E COAL CHUTE RT 32' 0 0 614+46 — 614+61 COAL CHUTE LT 31' 18 S F 40 CY 614 4 65 — 614. 94 COAL CHUTE LT 311 36 S F 77 33 CY 615 .'U2 — 616 +08 COAL CHUTE RT 29' 0 0 614.01 WINDOW LT 39' 165SF 1 8 CY 614+22 WINDOW LT 39' 16 5 S F I E CY O w N N • • + r N N ler 617 A N N N N N 618 PRN. BID DOWNTOWN IMPROVEMENTS PROL NO 1995- 2 DUCRIRDN C t 4VtN ..VF Hcshngs Qty Engineering NON BY DM r DATE 2-95 CONTRACTOR DMI •Y B B(,1/ ARID BY AMU! DIM NO. / of ZZ SCALE: V - 20' HORZ. V - 5' VERT „ppOiipry• Li: DAVID L y: WACKER �� E..90 '•• t*AciiCIGtVR`' 1930 • 0 2 2 n x 0 C 2 1925 = g ;• 0 1920 a S s 6 a 1:1381Nf1N ONIMVU0 N-‘ • T 8 i 0 W 0- YA IT'14.1U I W Z = U U o zi woe; S- - N l C t NOT/ •0011 U 2 0 •' W < O yV D z i W W 0 UOt 610 Z4,17 >1-0 D' t O C Z t NL a S U, W J 11� C- ■ O ▪ 0 • 613+00 6141-00 615+00 616+00 617+00 61E3+00 , • O ; • =0 C• N 0 • C §s n Si o° cP I1 111 UI I t 11 RCP n manhole 10 ,+24 5 O, roof drain +113 T ` tL J ©p•T• St light 30 ,+13 5 Vacant 600 W. 2nd N • • a S U a S Si N t • • 0 C grate 23 5 ,+ 01 o • Cf C • 2 t4 • • co = TO BE REMOVED • E P • H -a co manhole 12 7 ,+05 vIt f•n4•gr••ndIl %/ /// //// ///� ///JCI // / / // // // // / / //// / // / r• \ \ \ \ '+Q \ \ \ \ \ \ \ \ \ \ \ \\ \N \\ \\\ \N \\ \ \\\\\ \\ � \ \ 01 / — 0 / DO NOT REMOVE THIS SIDEWALK II 11 U1 til :II t.51 :1 oP / / / / / / / / / / / / 0 N' N N' • • •n •n N • -•- JC • WTI h w traffic light 30 ,+74 +74 fall stops ART & FRAME SHOP 536 W. 2nd Stint pop• O y3 cc W ; Z! W da DZ De ;N • O CIC AL a _ Wa NZ CO a 00 W N coal chute manhole 34 +311 a Z 0 • • - + en • N 0• C • + • + s E o a _ �! 3 a 0. Y • O j p begin curb +27 5 St light 30.4 44 4 cep() NOT REMOVE THIS SIDEWALK JACOBI'S CARPET 3rd & D•nvor Annan en h •a 5 U a O V valve 30 ,+75 3 valve 32 +10 a manhole 21 ,+33 2 begin curb +0a grate 23 ,+27 L l7 n —Tf }T— J4 -a. II I I I. II EXIST, 10' WATER 1930 1925 1920 BUILD INTEGRAL CURB STATION TO STATION SIDE 1411.1T. win - anal 1t t14 ffes it SI - Sit 1! t'' I 111+15 sea - men at 1a4 Sots r SO* If Iia . • PROPOSED t GRADE - EXISTING GRADE 613+00 • REMOVE PAVEMENT ,STATISM TO STATION IIUII,D PAVEMENT • STATION TO STATION SIDE b. TIIS. Sr St1•54 LT 1! t'' I 111+15 !F " 1a.y' . W 337 • REMOVE PAVEMENT ,STATISM TO STATION SEI! SO. TDA. 1iN►SS • 'Spoil tT a at WS . SWIM - }45.273 Sr St1•54 LT 1! t'' I 111+15 !F " 1a.y' W w ADJUST MANHOLE TO GRADE STATION MO( DISTANCE EACH IT M SWIM - }45.273 Sr St1•54 LT 1! t'' I 111+15 !F " 1a.y' 1 W 337 • 4 + In N 614 00 • to a t 615+00 REMOVE DRIVEWAY 0 STATION TO STATION MIOE SO. roa 1441114 - SINN IT M SWIM - }45.273 Sr 3117 i SINS/ - SINN or SSS BUILD CONCRETE DRIVE STATION TO STATION ' sot t0. rot. 1 MM'S - *45+55 AT N SINN - SNP VI N 30.67 i SINS/ - SINN or SSS O + q, N h 1' O e 616+00 r N 0 N N w 4 N N h + 0 N N SCALE Z 20' Sway Q DENVER AVENUE SUED CONCRETE SIDEWALK PLAN 301-R2 STATION TQ STATION ' an a0. FT. aWIS - afros It, St 115.01 - 115.115 LT SOS SINS/ - SINN or SSS 115.23 - 115.5S W 337 REMOVE WALK O STATION TO STATION NOE SQ FT. awes - awn 4T 115. OS - 115 .13.1 I,T SOs SNo11 - OWN IKr 160411 1I1..23 - IIT Sir IO O + 617+00 1a N N O a a N 616+00 • S SCALE 1'-20' HOER. 1'-S' VERT. \,I...i..1/.', , ••,....., ,,••`ikpf ESS/0 ,,,�oQ.•,N�l .. .lb • �y '&; DAVID L • `—. WACKER • E 5090 .�• tee :d •• s PROPOSEtD i GRADE EXITING GRADE . 1930 1925 1920 "IG"W 'o SHEET PLATE 1 -SINGLE PLAN AND PROFILE FULL Dor •.,n'rt€iFSUS A 11111 SNN NO MOM A Ilii INIIINUW PAVING AND LANDSCAPING 7 a 0 a 3. I 0 6 8 2 2 0 6 0 • 2 fr a S hfi SLD DOWNTOWN IMPROVEMENTS St a 1115-2 NUNN= DENVER AVE ay ADM -95 `K 6 B M a N Lei L2 S SCALE 1'-20' HOER. 1'-S' VERT. \,I...i..1/.', , ••,....., ,,••`ikpf ESS/0 ,,,�oQ.•,N�l .. .lb • �y '&; DAVID L • `—. WACKER • E 5090 .�• tee :d •• s PROPOSEtD i GRADE EXITING GRADE . 1930 1925 1920 "IG"W 'o SHEET PLATE 1 -SINGLE PLAN AND PROFILE FULL Dor •.,n'rt€iFSUS A 11111 SNN NO MOM A Ilii INIIINUW PAVING AND LANDSCAPING 7 a 0 a 3. I 0 6 8 2 2 0 6 0 • 2 fr a S 0 1 0 1 10 I z o - W4 Y 0 WOZ O ~ L. o • p Z O w L W00 t O 0 f It N _J N0 ID W LiJ 0 0— NOTE BOOK O • 613* 00 0 0 • • 0 • O .1 C O O O w. w• cc N cn c N ^I I 1 5 RCP 1,'E_' �.C► N 0 • + N N O • - F • O C01 0 0 • • 0 • •C O w..: o° cP n 0 root drain +113 614+00 615+00 616+00 617+00 615+00 1• • Vacant 600 W. 2nd St light 30 ,+113 5 Vault 4und•rground)I manhole 10 ,+24 5 dl Tal I • traffic light 30 ,+74 ti N S'o i yey:`j / 1 ryhI0't. N Y • F .0 •O • O V N 01, 0 grate 23 5 ,+ 01 •• p p ' L 0 C 42 2 • E p co • N = acG • /Cti • tt � c° 0 Mops 7 n a.O I • cn c ART & FRAME SHOP 536 W. 2nd Street W C W< z; � E z nz ya Eio CD to rc%J cod chute manhole 34 ,+3S • 210 N Denver Avon rye U a z z >; J.c 7 I0 ,a c za <2 2c0 WN co- ♦ • • +. 0 • o 2 0 • c • + • O + E . 'S .3 Y > U N • nu Y O O • . b • 0 0 N N ■ J W begin curb +27 5 St Tight 30.4 +44 4 v A h N O C N C • • E C • c0 E • co N / -0 fly r 11•, • Ile h •171142 ri,43NI sit • 0 w 42 ry' o° CP O 7 N JACOBI'S CARPET 3rd & Denver Avenue drop curb +53 valve 30 ,+75 3 valve 32 +110 $ manhole 29 +93 2 begin curb +08 tyle -4 - _i._.wt' .1 4_RCP _ grate 23 ,+27 11 N I 1930 1925 1920 PROPOSED GRADE EXISTING ISTING GRADE kilt NE_ CORNER 2nd STREET & QENVER-:AVEI4JE ._ :... � I......._-. S.w .CORKER 91.02. TOP:BRICTISEDI.QE..OF: flIRWELLE ELEV. =19211.04 ' f\ r • 04 r w + aeaelimasmansmignsis 1 0"% 0 + 0 Mt liatt 1 0 ate: SAT 'SR - Fla N -0 )R?OERr 3Ftt JT QkP ON' = 1923.9¢' REET.A.Qa'4VER• AVEM i$T POCE i ASE._ - EXIEr. •' WATER 0.1 N 00 + • ea r• + SCALE Z �\ I 20 SurvY Q DENVER AVENUE ONE wt.- lit + - 1 I D DOWNTOWN IMPROVEMENTS data 1195-2 tea DEWIER AVE N 0 M 2 5 s m. B 8 2y' 11v w '3 M Liz 113+00 114+00 115+00 IA 0 1117+00 w N N 0 5' RP (e 5' RP C7 5'RP Q i' RP 0 •1! 31ST LT STA. S14+4111 31.1' LT STA. 115+13 US#T STA. S14+51 55.1 NT IATA. 51i+211 N N SCALE: 1'-20' HORIZ. T-5' VERT. PROPOSED E GRADE EXISTING GRADE 1930 1925 1920 +00 NIGNWAV FI•IRAL 4• PLATE 1 -SINGLE PLAN AND PROFILE FULL DOT wTtn Mx.TI• .. U • • GEO AETRICS AND GRADES 3 3 3 1 i 1 1 0 ; . • a - N t m U38Wf1N ONIMVEJO d38Wf1N ONIMVEiO U381Nf1N ONIMVtIO H38Wf1N ONIMVUO Q C - NOTE BOOK 0 's • 6°3*90 0 • Ln U 0 i o N C • cn CP C3‹ cP • a fel 0 o 0 o 1 - 00 c + 0 inb u - 1 V• o • h o •$ • . Lto - C J w N 2 > 6 I— LIJ CC F- VJ C N 'a. grate 21 • 10 a U Ic co LAI N 0 • LI . W1 C -• /15 RCP'_ ji 5' RCP "I • 0 • 0 I' E Nin roof drain •13 614+00 Vacant 615+00 • 's a 0 9 • N a 600 W. 2nd 616*00 6.7•OC 618*00 o • — C S E C t r a Ct • en N • a 1-• T- D 4-D , r yQ telephone manhole 12 7 T 12-D Te- - I II. Qr t• a V ¢ IC Ir C W 1o" sc C W 6-D 4- D LID CONIECTOR SLEEVE N m n traffic light 30 •74 2 Gas rail — steps C'G cP ART & FRAME SHOP 536 W 2nd Street ¢• W=o U S Z• c 3a y Z me o 0 W N coal chute manhole 31 2 0. 0. Zz 7 • J J yi Za zZ CO J – w cn E 0 <n• - • r I, 0 0 c n ■ .0+ • E - SI • up u aj - • 2 • • I O 0' NOTE THRUST BLOCKS WILL BE REQUIRED AT TEES AND CROSSES AS DIRECTED IN FIELD BY ENGINEER begin curb •27 5 JACOBI S CARPET 3rd & Denver Avenue drop curb X53 9 begin curb •0• SCA `r Survey Q I 11411T. 1S. fSAEEN NOTE TO CONTRACTOR I;INCOLN TEL. a TEL. WILL BE RESPONSIBLE POR RELOCATION OF UNDERGROUND CONDUITS I IN AREA. CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS OF THIS CONTRACT WITH L.T.BT.. 1930 1925 1920 S.M.- ME CORNER 2nd STREET 6 DENVER AVENUE S.W CORNER BLDG , TOP BRICK LEDGE OF STAIRWELL (BASEMENT OF SHOP) ELEV. =1125.04 WATER QUANTITIES DESCRIPTION QUANTITY N' S4CtILE mai PNI E ESI IF N'JOOL10 SLEEVE 1 EA OONIta TO N' MAIN 2 EA 615.01 LT 23 5' I 615.01 RT a' I 6I4.111 RT 13' I NT I REMOVE INLET & MANHOLE STATION SIDE DISTANCE EACH 615.01 ( 0 1 615.01 LT 23 5' I 615.01 RT a' I 6I4.111 RT 13' I PROPOSED GRADE EXISTING GRADE BUILD I" COPPER • WATER SERVICE SIDE STATION LIN FT SIDE MAIN UP CURS STOP STOP' SOXWYE En ROD 614.23 IS RT I 216/ 21 65 I 1 I I 614.45 IS NT I 1 I I I I A. 614.46 IS RT I I I I I I 614.0 IS RT 1 I 1 I I NOTE • IF PLASTIC PIPE IS USED, TRACER WIRE IS REQUIRED Si REMOVE SEWER PIPE STATION TO STATION SIDE DESfRIPTION I. 1113•114 - 616.21 LT 12" RG P •. 235' $15.01 LT IS•RC, -IS' • 10 613. OQ N • • • • a N 4 N Mf N n w 1 063% • • •P CM 1' • N + S.M.- SW CORNER 3rd STREET 6 DENVER AVENUE, S.E. NUT CAP ON LIGHT POLE SASE ELEV = 1923.96 O BUILD CONCRETE COLLAR Ya�^� :PLAN 425 - R2 NO. STATION ift SIZE WINO 7 I Of 111411 LT ;1O' 40' 10 613. OQ CL 221ja 35c I 0 216/ 21 65 101 $15.02 RT 216/2165 26 615 • 02 1 Precast 1166/12 73 In N 0 r N • DENVER AVENUE ONE WAY NOTE FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES &I D DOWNTOWN IMPROVEMENTS -✓ a I115- 2 ift A1 - DENVER AVE DEPTH/FLOWLINE dy Its. 20 al • D M 2-95 CO' ISIR B Bj,- u,, • -I' ' 615 .06 a N If , a- BUILD MANHOLE &GRATE INLET O0 NO. STATIONVI ift S4 DEPTH/FLOWLINE a Its. 20 IS'R 30' CO' 4.11110111L 23 100 615 .06 LT 216/ 21 65 101 $15.02 RT 216/2165 26 615 • 02 10' RT Precast 1166/12 73 N01'Er1PIE INTERIOR .WThI. PIPING SMTEM'vau. REMAIN BONDED TO THE EENT. IF TI RE IS NOT /*GROUND ROD ALREADY Ill'USE,AN IrROD SHALL DRIVEN ap CONNL;CTED TO TIS SERVICE EQUIPMENT. TIIE GROUNDING ELECTROD4 SYSTEM SALL COM WITH NEC 250-111 AND 250-B4-TJIE CITY ELE RICAL INSPECTORSi ll_ - Eugial I num' Army ranirATJSEEa THERE -IS. AP•Pe0P- 1' .. -. • • + r� • a a N N, C • N + I- • 0 1• N N • • N 613+00 614+00 615+00 616+00 LB..001V .FL)F1.1 AL S.•IL PLATE 1 SINGLE PLAN AND PROFILE FULL DOT 1TELEGWWE .a..)F C iM1 ..5 • SCALE: r-20' NORIZ. r- i' VERT. 0 BUILD REINFORCED CONCRETE SEWER PIPE N0. E' ' DESOMPT1OM I S4 t 22Zi36 6135' COLLAR - S1RNS14t SE a IS'R 30' ORATE INLET *100 - MANHOLE 25 2O 1t V 'R ICQ S10 Il 31 COLLAR - GRA- TE INLET 0100 15 Ica 93' PVC ROOF DRAIN III lea 30' ORATE INLET - MANHOLE 25 N N 0 a + N N 617+00 616+00 PROPOSED t GRADE EXISTING GRADE 1930 1925 1920 ei-no eewCQ ANIfl WATFA I 4 , I 5 • 0 I 2 z 2 2 3 a 3 ✓ 'J G n 3 C 5 t C 0 0 W 0W Y UV W •y Z = U U o Z W p ".> 1.4Z W U° 7 - 1- n a < a 0 Y Z 0 n Z 0 ' W IC LVJOZ W O 0 0 a W p Z W W M 0 a • o < = 3ji. wee L+J1 Li - J ! O EC 0- 0 0 613+00 40. CP A root drain +113 614+00 Vacant 600 W. 2nd St light 30 ,+13 5 615+00 0 v grate 23 5 ,+ 01 616+00 617+00' 618100 o • + o • E n N • N • • 2 c ■ E E 0 • manhole 12 7,4-05 ��J grata vault hind•r/r•undll / // / . / / ' // // / // /// / / // // /, / / / / / / / / / / / // / / / / / / // IF TALL 1- 'RVC SCH�O a 1-?J°'�VC / / / / / iSCH 40 F1dRNISHED� INSTAILRD NV H.U�, / / / LOCATION TO IEttETERMINED IN FIELD / / 0 p1 P 0• . 0 0 -• :• c. as ow - N ▪ S• I en 7 t o . i. . C O c J s N manhole 10 +24 5 Qr' • \ \\ \ A\ \\ \ \\ \ \ \\ \\ \\ \\ \ \ \\ ' aat•ps • traffic light 30 ,+74 +74 ART & FRAME SHOP 536 W 2nd Street 0 c N c W Z< _jc 2a 7 U0 n >cse . c 8 0 REXISTING \ =Iran n s LUMINAIRE REXURN 49 manna *urns YlICA�,) \ \ \ \ W Cles 3 ! W 1— W cr 1- 0) MI _d_ _ MME 317— coil chug manhole 34 ,+31 1 Z 0 N w n • w • • N (7 0 w c O i ■ E o .- 42 Zi • begin curb +27 5 St light 30.4 +44 4 sign 25 5 ,+41 5 JACOBI'S CARPET 3rd i D•nvr Annus drop curb +53 1 valve 30 ,+75 3 . 0 • N 0 manhole 211.+113 2 0 CONNECT TO EXISTING begin curb +01 grate 23 ,+27 8I N i / i SKlst'. N•_IMAag._ SCALE Z 1\ I=20' Survey Q 1 DENVER AVENUE ONE WAY 8 I D DOWNTOWN IMPROVEMENTS RUM 1915-2 SIDE anelrrtar DENIER AWE coy SIWI W 0 M 2-95 SIDE is or B B « 'P IMO IP M' Ilat 4a cas41f FCR• ?MRS We --Pita a re G._ , 1936 1925 1920 MI SC Q INSTALL. ORNAMENTAL LIGHT SIDE ITiM , STATION QUANTITY SIDE Y 3LF 60 IMO IP M' Ilat 4a cas41f FCR• ?MRS We --Pita I:TIIIaT 30 LF PIMt.D • 4•t f--tf6Nf-- JIILf�TOR it 4411 1140 L F GIM.# -#4-.4114 CONDUCTOR 1140LF IIS- •64110• tris6antwari , sr 6 EACH P#OPOSEG GRADE EXISTING 1 GRADE • ,L BUILD JUNCTION SOX' Q INSTALL. ORNAMENTAL LIGHT SIDE TYPE STATION DISTANCE SIDE F 43' et $41 sr I:TIIIaT it 4411 it ' LT a Mr 411+4$ sr wT , 6._. ._, 14. sr 1 • • ,L BUILD JUNCTION SOX' STATION SIDE TYPE DISTANCE 615 v it LT I 43' 415.445 RT 304' ealP f NOTE' THE INTERIOR METAL PIPING SYSTEM WILL REMAIN 9ONDED TO THE SERVICE EQUIPMENT IF THERE IS NOT A GROUND ROD ALREADY IN USE,AN H'ROD SHALL BE DRIVEN AND CONNECTED TO THE SERVICE EQUIPMENT THE GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH NEC 250-81 AND 250-84. THE CITY ELECTRICAL INSPECTOR SHALL APPROVE THE INSTALLATION AFTER BEING SATISFIED THAT THERE 15 APPROPRIATE GROUNDING. • REMOVE LIGHTS STATION STATION SIDE DISTANCE 414. 63 5 LT 30' 415.445 RT 304' • 113+00 014+00 '4 • REMOVE JUNCTION BOX STATION SIDE DISTANCE 615404 RT 31 5' O M • t v • + • Os + 0 N N sp sp + • N N 0 ttt SCALE: T-!0' HORIZ. I•-$ VERT. •,p.,.u,p, c�• Vic^ WACKER •rz„` �• E-s0l0 r ••3 • PROPOSED GRADE EXISTING GRADE 1930 1925 . 1920 1115+08 .+00 417+00 111-14+5I HIGHWAY YI R.•L AI• PLATE 1 -SINGLE PLAN AND PROFILE FULL ooT F.wnan • ELECTRICAL a 1 6 1 t R6710'o s L tit ea,.''C.._ /.v .C7 ,S:,ro'f..7- !it-' qG" pn,���rfF �'.,• S, �` -�G- \ =/er/ai o,-; /2?, 7,? - _x c (' /11:7‘ A ?Y" , /"t sow/4 -- o ,-' ,;�,o'( >✓ 4?/Eta /se ,/c,'-25-7”;✓` /, st /4 /,t,"✓S 4YJf/%i:e478 me ve.'dGc.F1 7;/Sc,esto i 1 reA f' /CZE IL LO i. eel r✓.St ra/ 'rr—c& (� ♦ n„LS/ t' r�Eo' ¢!:,a�d,fs'dna/ / s �c-Ass Ca a/es T=/e,_.arecer/* v%SP. A'ai, 41.3//v c��s/i ,�.ri� - ,C,/ //d ro/,.19/ y Xs.; .fd/'F 2:16-,-/E- ' ii...//c;or �"`• (' -5_ r -7 f(>' 4,./c/: 4/ el -J-=-155 4 i .f eOL Crc,/ �C - &CAv%7E /f%rMoq//owse /?"4L L / A -3S f,L E. Ew EV/ /r, s/ -/A (ic7"4;_ a 3&`50'). ,-/Penin✓e. , 971/420 4- 272:f. �G7 ,-G✓'c'vim' 42.-1%127`e/Jno/Lo-ver56c,/os (lee Gia- ie i PcLACE Se to 7,---.47a1,:-.95,-/- Locaa,..I re <a,t$u,40roJr,r ,"/ Lr FE.OU/49r ✓ ✓ C-3:), EnEsse SEG Sara /'P" /6GrE: CCVis>/na; %a/a, fi, k sa arc Ca ou /47.V -lava ,os c Lo ire ,ii arvi&dvnces$ " ' /forK -is /lot tide ?he -. /920 /9/5 G,G / 905 /900 4. L > /Sr_. ten /9.80cx- ' r i, sarcc A AN e=.0-a"io-,z .1T=...H.4.t-/ is y t i. u Or .r' e ' f ••r ~/ Iat .i•.. - was _- - `- I * VV I 4-- 1 1 1 PROF/LE nee=C"7o-,Z. tCe,E: / = 3- _O' *-, AGGEr /925 /9:10 /9/5 /90'6 /90'0 ROOF 16„ 3„ � 13 r 3.1 N 4 or 16 Ga soft iron he wire lux 2'xIOrwrood spacer, 5I'2 sock, 2500 Ib chicrete r-r..asemenl Common Brick. lux 2"xISrrrxod spacer itcke I/2"x 24" Deformed rebor. DETAIL "E3+ 4 -DUCT PLASTIC CONDUIT ENC&SED IN CONCRETE /, „-.1 i-0 n + CE_ t- 7 oAce3o.- f PLACE 1- %1 . a "54,4 Ei.Stali \ / .--"C Rack 50/4fr C re Ar' ,Lpp/ox /-11.331:"N '�e,,•- -_kso/i coir // ErE-Vu o.+Jin j Au$ GC3LFS DA ifs .rte rens siert(till\ —13 ja �wxd�•ce�Is' tie Fsoic$Et Fact SALT (To 6e Re.teRd/ STEEL RELN'FORCE\LENT LIST •� Fw: a s.er ()c ..;• terw.j FRCS' //EN 1 3/4' x 3 - 3 Deformed Reba - 1 ' x3 -!S' 1 x4'-0' 1 x4'-2' 1 x4'-6' 1 x4' -i' 1 • x4'-10' 1- ' x5'-2' 1 x5'-4' 12-• x5'-6' 2- x5'-8- 1 - '1- • x5'-10' 1- • x6'-2' 1- • x6'-4• 1- ' x6'-6' 2- • x6 -i' 2- x7'-0' 2- x7'-2' 1- ' x7' 6' 1- • xi -6' 1- • x9' -O' 1- x9'-6' wit so iF. ->z.: ,A 1. tJ r! .4 v:.•[. ES ,er-EA ,DnTp£p A1.4 L.f,SE 11 Lr MAN...Lf/ WALL —, `f" •£ r,,,•4 WALL GA n' JCMG SACSAAN- 4,'o _ + ee oo..A+EG f.'v ,Fe 456E i,EA ,DET4/L C E,'5T )1/4144 TEG 5CI_E %'e 0 ec s s 4r, / Re,r{.rcen,en/ ince 133 ROOF REM/FORCING PLAN FOR TELE'-3oEM4Mhc.E :AA .DETAIL 'A' Avo SCALE W 1 N 1. CHANGES f DATE QE's-RieS 3f: .'ri- . (-,f. ,S ati-olccs4, r,-zoso.i �~r GENERAL NOTES 1 Cum -actor dial befare you dig Cal 24 I' a..‘Ance, Hastings Utilities, Tel t=o: 1_7I for icrauons of electnc, water gas s,ee trafTic signals, and san_tan sewer For location of storrr sewer cal Te P4' 23';: For location of undergrnind t_, ptoie call Tet 11 800-331 5666 2 Mr D L Wacker Ha,angs Cin F ever will interpret Cir Spectfrca ions o,ncrete removal and replacem•n bt_iati etc Cal: 0461-2330 3 LT&T las-vector will taerpre. F ais and a'tail' Refer to Contact for other Spectfi,.u,r co IA,mr I project R 1 1 1 11 4 The Contractors construction pruced.re shJ be coordinated with any placing sp tang rearranging, or relocating of telephnrte ca • cs which will be handled by Telephone Co R orinnan Adequate ads mot notice stall be given bs the contractor to LT&T Co C,iiur coneactor to locate, expose and de.errnine conflicts if an of all utilities 100 fi m advanx of conduit laying 5 Caution' Lae Extreme Care when won 'ng around or exavanng near Telephone Cable or Conduit was not to damage then: Keep all exposed cables covered and protectec 6 Use 5-1/2 sack S & G concrete for all condut, that is to be encased or capped I A Cies ,'// its Corner .? " it EG_.,.:-�✓0 SE /tk/f%c a'-ert,ce•= .%tee EYe ✓ - /923.9/0 E kari rceflen4- i e:E Z,c 1 1 1 1 a:c_ est:1_, :E e4va ✓� . ✓,:�/' - 1 - /71 ✓!,.:%,tis Gi✓.Ef✓COAT, #1 get Iwoc% J / / -J / / -1G • F ISSUE DRAWN CHECKED - Cr'./: es Gc41, -a.' /✓✓d 1 5Z46 /&-27-5f% 4 /✓crori THE LINCOLN TEL i TEL CO LINCOLN, NUR is y t i. u VV I i ti +.I 1 PROF/LE nee=C"7o-,Z. tCe,E: / = 3- _O' *-, AGGEr /925 /9:10 /9/5 /90'6 /90'0 ROOF 16„ 3„ � 13 r 3.1 N 4 or 16 Ga soft iron he wire lux 2'xIOrwrood spacer, 5I'2 sock, 2500 Ib chicrete r-r..asemenl Common Brick. lux 2"xISrrrxod spacer itcke I/2"x 24" Deformed rebor. DETAIL "E3+ 4 -DUCT PLASTIC CONDUIT ENC&SED IN CONCRETE /, „-.1 i-0 n + CE_ t- 7 oAce3o.- f PLACE 1- %1 . a "54,4 Ei.Stali \ / .--"C Rack 50/4fr C re Ar' ,Lpp/ox /-11.331:"N '�e,,•- -_kso/i coir // ErE-Vu o.+Jin j Au$ GC3LFS DA ifs .rte rens siert(till\ —13 ja �wxd�•ce�Is' tie Fsoic$Et Fact SALT (To 6e Re.teRd/ STEEL RELN'FORCE\LENT LIST •� Fw: a s.er ()c ..;• terw.j FRCS' //EN 1 3/4' x 3 - 3 Deformed Reba - 1 ' x3 -!S' 1 x4'-0' 1 x4'-2' 1 x4'-6' 1 x4' -i' 1 • x4'-10' 1- ' x5'-2' 1 x5'-4' 12-• x5'-6' 2- x5'-8- 1 - '1- • x5'-10' 1- • x6'-2' 1- • x6'-4• 1- ' x6'-6' 2- • x6 -i' 2- x7'-0' 2- x7'-2' 1- ' x7' 6' 1- • xi -6' 1- • x9' -O' 1- x9'-6' wit so iF. ->z.: ,A 1. tJ r! .4 v:.•[. ES ,er-EA ,DnTp£p A1.4 L.f,SE 11 Lr MAN...Lf/ WALL —, `f" •£ r,,,•4 WALL GA n' JCMG SACSAAN- 4,'o _ + ee oo..A+EG f.'v ,Fe 456E i,EA ,DET4/L C E,'5T )1/4144 TEG 5CI_E %'e 0 ec s s 4r, / Re,r{.rcen,en/ ince 133 ROOF REM/FORCING PLAN FOR TELE'-3oEM4Mhc.E :AA .DETAIL 'A' Avo SCALE W 1 N 1. CHANGES f DATE QE's-RieS 3f: .'ri- . (-,f. ,S ati-olccs4, r,-zoso.i �~r GENERAL NOTES 1 Cum -actor dial befare you dig Cal 24 I' a..‘Ance, Hastings Utilities, Tel t=o: 1_7I for icrauons of electnc, water gas s,ee trafTic signals, and san_tan sewer For location of storrr sewer cal Te P4' 23';: For location of undergrnind t_, ptoie call Tet 11 800-331 5666 2 Mr D L Wacker Ha,angs Cin F ever will interpret Cir Spectfrca ions o,ncrete removal and replacem•n bt_iati etc Cal: 0461-2330 3 LT&T las-vector will taerpre. F ais and a'tail' Refer to Contact for other Spectfi,.u,r co IA,mr I project R 1 1 1 11 4 The Contractors construction pruced.re shJ be coordinated with any placing sp tang rearranging, or relocating of telephnrte ca • cs which will be handled by Telephone Co R orinnan Adequate ads mot notice stall be given bs the contractor to LT&T Co C,iiur coneactor to locate, expose and de.errnine conflicts if an of all utilities 100 fi m advanx of conduit laying 5 Caution' Lae Extreme Care when won 'ng around or exavanng near Telephone Cable or Conduit was not to damage then: Keep all exposed cables covered and protectec 6 Use 5-1/2 sack S & G concrete for all condut, that is to be encased or capped I A Cies ,'// its Corner .? " it EG_.,.:-�✓0 SE /tk/f%c a'-ert,ce•= .%tee EYe ✓ - /923.9/0 E kari rceflen4- i e:E Z,c 1 1 1 1 a:c_ est:1_, :E e4va ✓� . ✓,:�/' - 1 - /71 ✓!,.:%,tis Gi✓.Ef✓COAT, #1 get Iwoc% J / / -J / / -1G • F ISSUE DRAWN CHECKED - Cr'./: es Gc41, -a.' /✓✓d 1 5Z46 /&-27-5f% 4 /✓crori THE LINCOLN TEL i TEL CO LINCOLN, NUR