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HomeMy WebLinkAboutPD1994-3-5a. I0 IYz ' lea u= u 1•40Z t W ; 404 J 4 f 0 I I I i0 1 U N _ 0 0 - fad W t C y0= W we:Imoo t . t �0 , o/::r Vl t o e' 230.00 231+00 2nd Street ONE WAY • ono Ben Franklin 742 W 2nd 9 Sherry's Hallmark IFashlon 742 W 2nd I Crossroads '730 W End 232tW CONTRACTOR STALL REMOVE EXISTING STREET LIGET POLE AND LUMINAIRE AND RETURN TO TASTING' UTILITIES (TYPICAL) 1 •. ti 233 +00 Shoe Fit 1 &awe's rnperlal Office Equip AAA Ins Lepers Saki Dusfy's ,,IBert's ,levelers Service 714 W 2rd Shoppe Records °s Pharmocy 726 W 2nd 722 W 2nd 718 W 2nd c 710W 2nd 706 W 2nd 700 W 2nd E 6 r 234W 235W i N • one Crawleys Bustiess World 642 W End Products 63d W 2nd ry • N N - e • -Y n ..•m• r• c ft ft 71N 15 pep 1 V >mmmtms .r 4 y ry (TYPICAL) DUPLEX CONYE4 tE OUTLET (SEE DETAIL) f[ ''Today 6 Julies Work s Yesterday Basket Shope 731 W End 733W End Gory Michaels Clothiers 743 W 2nd Vacant 1 1725 W 2nd i c ▪ (TYPICAL) ORNAMENTAL STREET LIGETS (BEE DETAIL) Robsrtsons Hann Furnishings 705 W 2nd V— - Blunt,Ell1s,E. Lown / Mrd West Form Monapemsnt 701 W End ceric 0h 'ate _First Federal IRedrnan's Sowings E 641 W 1 Loon 647W2nd N 1930 1925 PROPOSED !GRADE EXISTING GRADE -0.1892% O 40 BUILD TRAFFIC SIGNAL STATIONL DIST - 1 SIDE ARM LENGTH LUMINAIRE EXTENSIO __ .' NAIRE ARM SPAN 23e4,72 DO 43 5 LT 4C 1 10 22t't).LR 31 a LT 22 44445 so _n 1 10 2.84.411.60 49 s LT laiiiiiThitailiaairSiiiiiiaiii 1 40 100*e7 90 7e S RT 0 1 Yo 2301e4.30 2712 RT .35 1 10 233+51 e 5 RT 1 .50 27 s RT A6 sc 1 w n Ib 0 N o O) p •• (b tin + + j+ n 0 N, i CM; m + VPI STA. 231+00 40 0 N O n t an N 11161, INSTALL ORNA7itsMENTAL LIGHT . roar • /7793 . /77•Y --T aiisnar Z Aa -Ar = /j4 r.,,i6T4 70 Sr...v grge SIDE In� LT IIMMIEtElealin St IN .011//14 LT n so I/o of Z7 a24 u 22 44445 so _n 13 23+x'04 —a112111 AT laiiiiiThitailiaairSiiiiiiaiii IlMra 27.0� � _ 23443.60 27 5 n 5 N 230+00 231+00 O 4- 232+00 233+09 wM1f•• RRfaY *0 SCI? PLATE 4-i1s1GLE Ra4 =runts », Aa/f. F YJ • + VPI STA 233+75 0 m It 40 -0.5662% N Ph - 01 `N O n IJ; Shoes Rhoades Mons wars 00, 1 635 W 2' P- + U 111- W at O` Z O Z H O (~if m M a / a lovieraviv Xnarro✓EME. 2X roar • /7793 . /77•Y --T aiisnar Z Aa -Ar = /j4 r.,,i6T4 70 Sr...v grge Artwys a 7 MON sr 77n/i✓1 ra2 -9/f ra St IN .011//14 w � / � n so I/o of Z7 O n r N SCALE T=20' HORIZ T- 6' VERT. PROPOSED bNADE EXISTING &ADE 1930 ..1925 234+00 235+00 ELECTRICAL 1 4 Z -0 _c 2 r• P V r rHl3w11N AO Hl 11(111 A I Hit win IIHINIILO H\ NUMBER 075AI N(1NVI I(r IHE (1 IUH NV It JINH(I 111V'I 3NIAHI • r • C i iI 230' 3 252W as, Franklin 742 W 2nd N724:" r� N 01 n _ n LL O j w ,T 1eer•,re . I i4Z. '. ; vsh.� Brown r imc,srgl 'Office Equip t.AA Ms iJL V 2n ^,��seroads +"hoe Fit JewiNrs Strv,ce i?i4 W 2nd 730 W 2rn E' 1726 W Led 1722 W 2n1 1716 N 2nd 2nd Street 1930 1925 RDPPOSEV A 6RA 'TRADE 1 • 235W 8 LnpFrs Bd\a Dusty's Shoppe Records 1...7O W 2nd ?J6 W 2n1 s Ir 1 i i 3 c 1 I t�� n II it IN I 4 SI1 I t. .tg.:. 1 a ii f liem ,11 , y# cx, Y/ t 1 Itillartnacy -h 700 W 2nd 2 !Jat i I:Iterial Gowlsys 642WEnd Bushes's World Products 654 W End N •I 1/ city rt' I) e 9 �• O gfr f w y -s Rory M:choils C;othlers 745 W 2nd i •* p 1 1± s lam 6. zdoy r Sits 735W and Julni Wsrk Oaskst 731 W Lad Maosnt 725 W ted Robertsons Marr Furnishings 705 W 2nd 91unt,Ellis,t Loswi / Md West Form Management 70i W Led First Federal Stange Lean 647 W. end eat t Rhoads Mem Wear 635 We'd 7. 1 —0 1682% 230+00 , an --hat , ,o t . 1N iw'1 eA 1•�D' MI + } K+ 1 ; • 1 In U a_ f r 0. VPI STA. 231+0D L- 50' ie -+0.08' ELEV -1926 81 O an W O r• 1 tN 231.00 232.00 +0.5560% , , .h 0 i La- ►n l 6.— 133+00 Banat i -. as a1an PLATE t...r.« PIAN A rwoRas.a �..* Al • i U 0. 5• • ISO f � 0J i PO c,! ♦ rl STA. 233+75 L -I00' •--0 14' ELEV.-1926 14 m 4- 1'- N I0 (V T. L Pr/i N i + ; ;s w es N N 0 O1 20' RP 39.5' LT SFA. 230+05 © 20' RP 39 5' LT EfiA. 233+34 Q 20' RP 39 5' LT ETA. ti4+34 O 20' RP 35.5' AT ETA. 230+s4.5 Q 20' RP 35.5' AT STA 233+34 ® 20' RP 35.5' RT STA. 234+34 0.5662% M + ,9 /J Dew,vmnsv fla elaavis /T)s'-3 . /fn' -s 11.12rs'ri1151v6sA„v re, SrJS%' 4e. Ism er t7WM • - r c r...:.t-( t, :tat� .nh N 4-14/ 234+00 235+00 • is / Of Z7 f eel: i5n ADE T XlSTINIG RADE4 1930 -r GEOMETRICS AND GRADES J Z o c ✓ c r z z s • T 5 HV./ 191MWf1N AF H{OHO31d HVA IIVJ IN +11H HVSe H -NW I1N AH H -I IMI 1$1 /INHO II1V 1 INIh111 • NI111M11 N[ 111VH[IdHI I I 1 1 11 IFI Nvld VINt HI1V7 3NUWI u�aininns nnunnH-in u�asninni Limn/yds-in u7OINnnl nmini n -!n • O Ci 2 o i E o z W 0 u g M r • 235 +OD 236+00 2nd Street 'Edward D Jars 630 W 2rd The Galleria 620 W 2rd • K T lc var- ba W Zrr: c f 1 it If ACP eti 9 A ly /, r t 2—tit 1 ,__1 la/ 4.r t A' TN ,F S 0/ ...................{1r: .A.11.1"-- -c -.... V fr:cii .:.--7---7 -_ , .t I111/ lb c ptee n ti• �e 1 Meir41,17 If _1i !1nrir-1' S L^ E. I \k+xT - . -n-_ r Yn Sr -TJX 1A c: T' ' ' M c� IIF_ t I r .I k .—• S • 1L o /1 rlSc/ • =vi g � '- • r t! N y£ 1 r t N S 3 432/-Ate 4EI • 1 •43,/tsem/ — _k- _ J 2 'rear 51, N ..rr 23? tC7 6 • 240+00 7 .tconrt !ncklc. Mere Arlie -ser ' Dr -A' -b•- I5; Famltore Mart Ipin- Realty 50- 4 2n: ' 50e N 2nd 1514 W 5._ W 2n: • Cane ,..�; t ,�J v r'• 1,� , YL / v.,„.4, -1/2c moi' fib/ lir, rb / fjrdoler 2 ��� ��. . r /li- - r _ S k 1 corc r 1/C O/,, �• o�� ! cJ adze (2. ihrt Lincoln Fed Savings 631 W End Closet 625 W 2rd Zrn's Jewelers 621 W 2rd The SpsaoKy 617Wp 172rd Flower StuAa 615 W End Cents- Pea-le Visdn 609 WW and : N Or be 4 2nd Street Gallery 537 W 2rd • S$whrenburp AclincY 533 W 2rrr iCnadtt Bureau 39 W2rd 8usnuss 521 W End usrlrus 509WLrd 1930 1925 _ PROPOSED GRADE 'iEXISDING •• - • " 'GRADE !9 235+00 PS $$N 1^ N ,10 •N + 4 a r • 1 0 1 yawn it St Joseph • g • 2 1 IJ o„ ni IM?a4.%4C* r SO r'_L973 elrSive OW Fr , DW rt- tV r ran 4 , . la N t` N 0 _._ Q 110N 0 n 236+00 { , • -OF .4- - • • { 011 - $E CORNER 2n6 STR$ET :, DENYER 1WENLJL. 4 r ON NW SONNET MOLT DF FIRE HYDRANT ELEV - 19;3.41 -4 , 4• , rho • ?-02333% U t Iv At. QY to' f' '! 20' RP 20' RP €1 20'11P * 20' *1P vpl STA. 239+ 50 Oa -0.04' +LEY -1125.72 t ,P'S Lt_ 1rtt►, e_s_s+ri Sol tt *!.5' tT *rA. 289477 »1.5' fl STA. 231+T0 *5.5' at CTA. 237+79 •i.5' -RT STA. 939+7T i AS t` 0 N >M 'mac STA. 237+130 t=D 4`D ELEV-1326.30 c N 237+00 • 4 O 0 N 238+00 r 0 N 239+00 40 'N to N 0 O N -0.1/00% .Raw F•. Melia v Sart PLATE 11-SNIGLE PLAN AND MOFttauuA n t MART F Ya • 40 tV 1- • + 240+00 • • E: rico' tioniz.4 T*' PERT_ i a. .• • ‘1930 V 1925 PROPOSED - , W TIRADE •EXISTING 4GRADE GEOMETRICS AND GRADES r ncJn 17131Nr IN /14 2 55 rrrr 2 2 1. Q J d S I • I1 J 1 o • • I us 1 2nd Street 240t QO ) 241 top • el 2401? SOD • 244x00 245W s Mr Biles Nerdslars 450 W Lltd Vacant 444W2nd a s 0 n Dutton Building 426 VS 2nd Dutton Garage Shoe Rim 422 W 2nd Empty LOT Roo Sar 414 W End • n n T!Illit ST, oanc 11 C 8 8 ! 01g G Tire sorer 90 001 O0' 8 4j 1 t 1 p • ‚itt r R1' • n te 1— N O z It Z W ton Loinson Building 451 W and Str !t x 1 4 ag 405 W End Sar ef !!11 f 1 4 1 1 • • VI man Lighting 1147 W End � 1l s ININO Itillid 10 1.1to 10110 3 LT) Z•wN73WN Sn oirr7Yarat ss /ffy-3. /ffel-.r I z"' -sr= --44 ri✓Ee 4im ro.5r.,.4s0rw Aver I r IN DWA4 z -: si .---� IIIYIN.• Al M 3 of z7 5.43 3 " f-1 1 .1 I 1 1 i , , ..]92.5 _. 1920 r 1 • • • • 4 3 : 1 -r (PROPOSED • nl 1? I i ,t o . i (C' - to N !Ir Ilr , GRADE N :Ai 111: 1 I 1 4 i i __••_ __. L t"—..0 i I F !EXIST—MI .� N -r I •c. •i i I RADE b t4 ICI ; I N /0 tr. _..Q HS .Ifr• +0 0.1 1 - fi it 1 1 1 1 11 1 1 I i 1 1 i i *et rat -r 1 ,2 1 1 ! I 2 1 4 i' 4 sr { 4 4 I i _..._L —i. 1 --- I I 1 : I 1 f 1 Ii F • I ri = 1 I I ' 1 j I i A..t44+00 ! 1 = F I SD 1 ; i ! I i 41 -DI 1 I i ! -I 1 ! LEti'.- 2212 ,_...I.. _ .._ .. ! i !.. . _. r -- �- -C' i r t ! _ 1 1N*I i TA, 2474'Q* *-+ Dear tLEV -24.410 vt t 1 • • • • • { t • "i tm I tv t" I ! Q N 4- JO tri sin nl tiV �l 1 •Of r • r r N 240+00 241+00 242+00 A N N 1 1 .4•.•••••• •14.1•11•116L. A •• t ' i -4- 4. t_4. 1Ip 1 A 104 . II 1 i i Om for- ao Nr • I lint I'r tM N µ .4 •4 T • Si !0 4r 40.5' L7 _ ink..1404.1.77 i' a On *}.T ttA. S41+S4 as AP its ' STA. names 4!0' 4P 4S.4' *Y STA. l4Siii.S :!o' S 4.:S. -1t STA. 1444"1.6 !0' 4r -44.1' ST STA, *40+177 4O' RP 40.1' SIT STA. 1140411.4•1N OP -4 & •-STA,41444i*.1 5' RP •t6.4' LT STA. 042445 5' RP 25.5' LT STA. 24417 t N N • 1 i —i I N , d —Tel _ ---- t _�� • N N! H INi 410 rp, 1 , .4o- I ►rn ro I o .o ay -N I .n + 1 +'+ + t 243+00 244+00 N N tb .wi N SCALE V-aO' 11ORIZ. V-*' VERT. PROPOSED is fi 'GRADE ti'M �'.� ✓,:'lexurnmG • 04 i, t` itiRADE ..10" 245+00 o •• 1 1925 Z 2 O r 0 0 0 2 a 5 Hill./ n M99WrIN M uiuti011i .............••• M ., t... ATZ 1 s SCAN +u. ..T .SIM f YY OEOMETRICS AND GRADES NOIIVHOd 1O0 G1OH NVId 2 5 6. NOIfVUOdHOO (11 n r 5 • 1 a -a J 0 IIE W a e 0 1 u 230 *CO 231+00 2nd Street rIS 2 •- 232700 Cal 233+M t 8 Mn Franklin 742 W end Sherry's HDIInork 742 W 2rd Fashion Crossroads 730 W End Brown's Shoe Fit 726 W End Imperial . Ice Equip Jewelers Service 722 W 2nd 718 W 2nd AAA In 714WEnd Loper, Bake Shoppe 710W 2nd ousty's Rican= 706W 2nd 0- 3 V N Y 1 fI' or".xy .k 1700 W End se is E 23440D 235'00 0 N GI Crowley 642WEnd Business World Products 634 W End .1 s r 17 pcG B UILD IAMDICAPPED RAS? 4 PER INTERSECTION S EE DETAIL SWEET OF Q 2 PCP r gI is b. Si; �.. I Ir • n 2 0 - 0 r 1' 1 al BUILD WAA-DICAPPED RAM? 4 PER INTERSECTION SEE DETAIL SWEET OF t I�I N ! R Gory MIGasls Clothiers 743 W End e 4 t T *1b41ay 6 Julia Work ' g VacantW ' siemdoy Basket — 725 W 2nd I Shoppe 731 W 2nd .2, 733W End t '2 WP ET H 4 1 r VI a Robertsons Hare Furnishings 705 W End F. 1930 1925 BUILD INTEGRAL CURB BUILD PAVEMENT 61A110N 1L. SIAIION TO STATION - g3D+00, SIDE 60 YDS LIN FT 234176 - 235100 Lt's AT 144 LT 4 24 1 234 173 - 235100 LT • AT 1 24 L 1I • 1 130+51 • NT• 4 1 113 114 14 7 1 11 LT AT f i 1 ' NNNNNNNNNN NT 14 7 1 1 ¢sr we c 4 1• . 166 1 33 235114 NT .7 1 232+14 2 ' !!f Tf 2jj:i/ 17 1 131+35 6 Sof NT 17 1 232• NT ST �M•4: DI-ff 1 374 AT NT 166' 1 24+24 5 NT ^ I 1 234+34 I NT 16 1 \-- et PROPOSED iD RR ADE • EXISTING ISTING !GRADE 0 OD CO N r r0 _ 71r 10 30 +n ASI Ai r C11 1eO i • 5� -n I REMOVE PAVEMENT BUILD PAVEMENT STATION TO STATION - g3D+00, SIDE 60 YDS 23411'1 - 235+D 0 ., Lt's AT 144 LT 4 233+105' 1 230+66 LT . V 1 1 L 1I 1 1 130+51 • REMOVE PAVEMENT •SV011.TAIssi TO STATION ODE TT O0. T. - g3D+00, or 0 NT 144 ,234476 24 4 ., 1 240+64 5 LT 4 233+105' 1 N N 230+00 sD VPI STA. 231+00 ADJUST MANHOLE TO GRADE STA SIDE DISTANCE EACH DISTANCE 130+16 4 ' LT 24 4 ., 1 240+64 5 LT 4 233+105' 1 230+66 LT 24 5 V 1 133+51 L 46 i 1 1 130+51 • NT• 4 1 130+64.5 14 7 1 11 234+06 s AT f i 1 Yi+74 NNNNNNNNNN NT 14 7 1 1 231.414 4 1• . 166 1 , 235114 Bklnt,EBIs,E Loswi / Nd Myst Firm Monagernant 701 W End nc r N s I arc L First Federal Savings 6 ,Loon 647 W End II z REdnmsn's 641 W r Shoos r t 0 r r (D 1- 4i v 0 - in N c 41,i -FP cn m Rhoades Rhsodss Mans wars 635 W End T ORi4AMENvs-{AEE -W4s6,f4 R. B i 22 feWM'orM' X.snossstV 441+ 1111 /770.5 , H99'sr ' DISTANCE ACH 4ewr/rr 2'057 = 44sr,vfs A r 7®_ST. Jyvw As Obi aphMrikg ., hone (5t/rra_r,. SO 5 M 27 -- - -_" BUILD BRICK SIDEWALK PAVER N - STATION SIDE 230+00 230'10 .230+70 rrno spa -aa AIMMMO Sinn MINSAIMMIMMI 230+00 230+10 210+70 233+54 234+14 236+00 100 1,145 440 35 100 490 O ID _ �. .t. _r • .t • ,N_ ea I r ei 1 C 1 i N t i N N I r11 i i 1 i ' 1 133 ° i i! i ' N » i _. Ics▪ i I N t M1 I I H I i N I� I N I Ii i b 1 Q IQ i I >n i ;� I i 231+00 232+00 23300 ADJUST VALVE BOX TO GRADE T ORi4AMENvs-{AEE -W4s6,f4 ET ON TO STATION SIDE DISTANCE ACH 234176 232+f6 ..• ., LT SO 5 1 -- - -_" 233+105' IRO LT 2S4 1 V 233,16 3 LT 3 1 240 234+72 5 IP fa IY LT 14 5 1 230+7S ABS 54 N 171 1 Yi+74 .ri 10:2443 NT 14 7 1 1 231.414 4111 r 166 1 235114 NT .7 1 232+14 2 NT 17 1 131+35 6 NT 17 1 232• NT ST 1 1 374 NT 166' 1 24+24 5 NT 111 1 234+34 I NT 16 1 VPI STA. 233+75 i1 1 i 1 j, , i I i j t7 I i I I o40. I i Pomo 11.11... ell r 4481 PLATE 1_IOLi rLA�� AND PNOPLLE.u1. . MOM, Ufa BUILD CONCRETE SIDEWALK PLAN 301-R2 T ORi4AMENvs-{AEE -W4s6,f4 STATION TO STATION 310E SO PFT t 234176 - 235+00 LT 240 sown --- .__ -- - -_" ST IRO i1T V 234+76 - twee RT 240 IP fa IY ea la R lac ABS 54 Y 414 i!e! Yi+74 . Y.' la nab gps r! 4111 r 1 •Iw • nT -la- 1.-- 141 r- I- N . CO 10 I ' + 234+00 0 235+00 SCALE: rata HOR1Z. T - !F+ VERT. —• T ORi4AMENvs-{AEE -W4s6,f4 STA •. CISTANCI SIDE 12113.112 I t LT 114+31 75,5' '1-T sown ' ' i RT 1 164+ !111 i1T V 134+7i - 231640 ` REMOVE WALK O STATION TO STATION SIDE f0 FT t YY Y AM' II II e. 1 ---.__ --- _" V 134+7i - 231640 LT 240 ST ad elle t Y !Yt Y •Y+ f4 NY Y 414 i!e! . 234+76 — 235+00 NT 240 4444 ;471.1. M 1930. _1925 �ROPOSED GRADE [XISTING RADE PAVING AND LANDSCAPING laird nb ahrtld , , ij n NOIdLU 9 2 z 1 0 0 0 9 0 M a 0 a VINHOWI1V3 3NIAHI • 2 Z 0 0 9 .< z 0 z .• 0 n m 2 Z 0 0 o D g 2 0 - '; 2 r •0 I2 a lig „4; J 1 11 4 235*00 236+00 2nd Street J Edward D Jones 630 W 2rd The Galleria 620 W 2nd Kme Academy 608 W Zrd Vacant 600 W 2nd Y a 2. 7! ai Wr4 is Art E. Frame Sharpe 536 W 2rd 238+(22 N Went 532 W. 2nd Merle It m ri Cosmetics 528 W 2rd 239 t00 24000 Woant 524 W Vacant 516 W 2nd s Went Pickle 1 Parlor 1514 W 2nd a Merle Andrson Dor-4n Hotel Realty 508 W 2rd 512 W2nd rid SS Fumltuns Mart 504 W 2nd • 1 1 1`- TYPE.0 CORNER N 1.1 a • e M 1 1 TYPEI CORN4R • y W /811 BUIL" 1AIDICAFFID RAMP °ll FIN I1TIIlzCTION SII DETAIL S111T o1 n r 2 YPE I CDRNER IAIDICAF)lD RAMP PER INTERSECTlo" SIB DITAIL BREIT OF TYPE II CORNER a' nv Lncor Fed Savings 631 W 2rd Closet 625 W 2nd Ztn'5 Jewelers 621 W 2rd The SprcoNy Shop 617W 2nd Flower Studio 615 W 2nd Pearls Vision Canty 609 W 2nd Vacant 1 R y 1 w TYPE K CORN sci `s • ccrc — 2nd Street Gallery 537 W 2rd • Stushrenburg 53K 2rar1 E a ,Credit Bureau 523 W and 1 Business Supper 521 W 2nd E 0, E n I • • I Jolt St Jossphi • . 21/ D..2kww7ow,V r»rnourni , BUILQ IN!Et3RAL CUING . 1 . ... . .... Mar .n Mg's, , iffy -.r • staes,rris" -77- • //.ssrpuo.7 .air .a.5rJoisP / Aar f i>rt• tiostitys City £nadir fora "WL owe M DWM nine CO3T11.ET11e i Wt Z- 7d7/ sna eriv 345 Mail rs ' as - 2t .'W inset 41• al NS 5 of Z 7 1930 1921. Eltis[u�IT3 . s , r 011 BUILQ IN!Et3RAL CUING . 1 . ... . .... - sr>rntoN 'TO SUMS REMOY0 f i>rt• 1118 "WL 1. nine taMY i L zst4 3S Mail 1 ' as - 2t .'W . - - rs -i ass M 1.114.1 Writm Mill ... •a. air WPM' Mita f ' ..NE NIL . iiiii 235+70 2e r L#• , I. ri, z L } .i 1-- F Eltis[u�IT3 . s , r 011 bri SSW SSW . 4 M 0 1. ,r IN • r j• -4. ..-• T a r k _ttn—Se comtaitaltsrs 'r Olt Ntfl s1Et att. • MQ11,4! 1• PLOWABLE FILL • STATION 233.'OS STATION 235 .12 SIDE Man lni '236> 22 5 f �� CU YARDS 10 7 } 2',313+09 23e.135 739.00 } r 1• ' 'T?DOO- 16 00 1200• 2375.5 r T E DENIER AVENUE - T DEr FIRE HYDRA14T --WPC Er* f37+011 1 1 1 5. 4 . ........... 4 . -- - BUILII' 4"Ag44ALT TYPE "B" - - - -. REMOY0 PA - 1118 TONS -. 1. -, 237 +59 i LT zst4 3S 2232 ralinran -. 237 +59_ : .. RT •• 2232 M INIMMUMME sINP►73 Mill ... •a. 2,441 , 25.111 RT 150' NIL . bri SSW SSW . 4 M 0 1. ,r IN • r j• -4. ..-• T a r k _ttn—Se comtaitaltsrs 'r Olt Ntfl s1Et att. • MQ11,4! 1• PLOWABLE FILL • STATION 233.'OS STATION 235 .12 SIDE Man lni '236> 22 5 f �� CU YARDS 10 7 } 2',313+09 23e.135 739.00 } r 1• ' 'T?DOO- 16 00 1200• 2375.5 r T E DENIER AVENUE - T DEr FIRE HYDRA14T --WPC Er* f37+011 1 1 1 5. 4 . ........... 4 . -- - BUILII' 4"Ag44ALT TYPE "B" - - - -. I STATION TO STATION , . 9tDE 1118 TONS -. ,_ 236. 99 -, 237 +59 i LT zst4 3S 2232 236 .99 -. 237 +59_ : .. RT •• 2232 400 BUILD 2" ASPHALT TYPE "C" STATION 13 STATION SIDE TONS 236v99 -i 237v 59 LT 1118 255 s ♦59 —2511C•55 Rr _ rete I 5 t • -0.2.333% GUILD 30" CURB AND GUTTER 4 STATIOL _ SFDE LIN FT 235.99• LT 15 23E + 99 2e2145111 - awn! RT , 15 zst4 3S _ LT 15 23i* 59 : .. RT • 15 • • Ao.rl I Q • st �! . 4+ • • • (.w•••11. • • IO t 1't c-• 4- • IO T4,. • v. .1 BUILD CONCRETE SIDEWALK PLAN 301-R2 STATION TO STATION SIDE _ SO. PT. 235.40 - 234. SS LT 2,e2+' 237+31 - 240+0. LT 3.571) 2e2145111 - awn! RF no. 337+55 - 24111.. el RT 3,017 236+522 - 236+542 RT 150' 600 sac_ 235+00 - 2334119 (x M 3>47Ib sINP►73 Mill ... •a. 2,441 577.51 25.111 RT 150' NIL . 235+70 2e r L#• +74 an. . 4 htt 4; U. • e12, i • VPI STA. 233+50 �i0_38004. 1... t 1- r 1 • 1 i ; t1l' - «—. ih 4 I0 a SCALE T- 20' KQRIZ. r- St VERT. _ • ' IEACrfll ,tE. = \ (41910 Y 'tl � 9'•' ,y/{.....••!iiie• $11011-.4?' �ppROPd EDt 'GRADg 2 1930 235+081° 236+00 244 7, • _ ar- 238+00 Ia."... ta..1I•L ....R P ATt a•.w.LE PLA i Ar l PROmurou ...T • , , , } "ssrltw w us • 239+05. 240+00 - _PAVING AND Z 4 t I r 4 1 1 NI II1W II 11HOfl MFII HV4e II I' IHwf Pd HH II IH111H +INHf'-'I IV I J1IAHI • NI" VHPMI 'fn (1'I' REMOVE WALK PLANT ORNAMENTAt TR -EE Wt 6- RATE-. 1 STATION QISTANCE , . SIOE • air ti. . .. MM. : u'- ' /.F karst sac_ 235+00 - 2334119 (x M 3>47Ib sINP►73 Mill ... •a. 2,441 577.51 25.111 RT 150' NIL . 235+70 2e r L#• +74 an. alt ri, z _ • ' IEACrfll ,tE. = \ (41910 Y 'tl � 9'•' ,y/{.....••!iiie• $11011-.4?' �ppROPd EDt 'GRADg 2 1930 235+081° 236+00 244 7, • _ ar- 238+00 Ia."... ta..1I•L ....R P ATt a•.w.LE PLA i Ar l PROmurou ...T • , , , } "ssrltw w us • 239+05. 240+00 - _PAVING AND Z 4 t I r 4 1 1 NI II1W II 11HOfl MFII HV4e II I' IHwf Pd HH II IH111H +INHf'-'I IV I J1IAHI • NI" VHPMI 'fn (1'I' REMOVE WALK STATION TO ST1TION — - 350E SA. FT .-•, - - 23e+e0 - 184 SI - LT - 5450 25.7+e4 - 2404 On /.F 3.434• ' 235+00 - 2334119 M 3>47Ib 237+53 - 2235,43 NT 2,441 236 .52 2 - 23646 2 RT 150' 600 + _ • ' IEACrfll ,tE. = \ (41910 Y 'tl � 9'•' ,y/{.....••!iiie• $11011-.4?' �ppROPd EDt 'GRADg 2 1930 235+081° 236+00 244 7, • _ ar- 238+00 Ia."... ta..1I•L ....R P ATt a•.w.LE PLA i Ar l PROmurou ...T • , , , } "ssrltw w us • 239+05. 240+00 - _PAVING AND Z 4 t I r 4 1 1 NI II1W II 11HOfl MFII HV4e II I' IHwf Pd HH II IH111H +INHf'-'I IV I J1IAHI • NI" VHPMI 'fn (1'I' 1" a 08 0Z,g O irb02i ■ J CL. a 2 8 c - 03 a u B4;; 1 2nd Street 240t 00 241 t00 15' Transition Area 15'Transmon Area A lt 6"Aspholt F II D 0 • 1 2 • ccift 0 oh 443 '41 5 • Mr Bill's Hachure 450 W and NM MI _ TYPED" CORNER ggn BUILD KAMDIC&IIED 871111 4 BER INTKRSKCTION SEB DETAIL SANKT 01 1 1u • Vacant 444 W 2nd t 1 0 0 • • Dutton Building 426 W 2rd 15' Transition Area a — ?42k00 P43*m Dutton Grog' A A N = • (coy a - 4 0 3 ca R Eckardt Shoe Repair 422 W and Empty Lor • i • Ile ••I Rano Bar 414 W 2nd 0 • - 0\ 04 ono 11 11 1 1 244t00 • • 0 0 :1 ap 0 ni 1 059 BUILD KANDICAPPID RAMP • f PER INTERSECTION SEE DETAIL SKEET 01 wh 275 4120 6"AsphaIt G 001 w tw IY PCP �r CP 0 II • • • 9 1. r R N0 • S o 04 N - A w • w a • • • 1 u • 6" Asgki • N p ha l t • 1 Dutton Lalnson Building 451 W nd Str • • .].y 405 W 2nd Str 0 • u A • Ctqurn•• 1 InM,nn 347 W 2nd w • Y 1 T •..,.. ..-... • BUILD Riff rM, • ' . i. .. . -..I...... PIWIEMENT -: _.♦ - • STATION TO' STATION . SIDI 004 ..fiz SO. YD �--- Mp40•--241.10 • : ....RI e92 29 -: 1 - 19OS — 41 '` it 241110-2*ta25 I LT 1 . 1-saw4♦ • h : 24d • 57 } Nit 10 r L es i IT t P : _1925 _ .1920 POSEDI it• . Mime I I1p1`De • -1- 240+00 -04600% et CZ 'oz•A• a iq3 N1- �• .3 • s- ,J O 0 • i VP[ STA. 241+00 -J 41- 00 04 Q N REMOVE T MANNA Stil! PIWIEMENT STATION. —r REM.40 N. NW; TO STATI SIDI SDE S0 Y' S. SO. YD �--- Mp40•--241.10 • -- -45•44•414•- - e92 29 -: -04600% et CZ 'oz•A• a iq3 N1- �• .3 • s- ,J O 0 • i VP[ STA. 241+00 -J 41- 00 04 Q N REMOVE T MANNA PAVEME „..----- 41 STATION. —r REM.40 N. .1 .,STATION TO ILTAIIO�I : SDE �.. I.,..._ ....._..... SO. YD . I. urea - 241 .10- I • t► E IIT 933 33 1 - -04600% et CZ 'oz•A• a iq3 N1- �• .3 • s- ,J O 0 • i VP[ STA. 241+00 -J 41- 00 04 Q N REMOVE T MANNA "8" I STATION. aaa & Tana : EACH • �.. I.,..._ ....._..... f.. ..-r-_-"._ I. ..... LT , I 4 - ...asses 19OS — 1 tn. se* '` it 241110-2*ta25 I LT . 1-saw4♦ • h e RT• L es i 15' t 1 r BUILD 40 "8" $TA'NON CURB Eh GUTTER T--- jI ' i Mat & 1 1 SASE. t : LIN. ET 1 22.3E -- A 040.06 . i I. ..... LT , 2232 . • I5' - 241.25 840.46 19OS LT I - , 15' 241110-2*ta25 I LT • 15' 241.10',-,24+.25 RT• 15' . 1240 •00 RT' 15' I24O r59 -RT 152 ' + -r 1 - 2 • - 0.561 BUILD 4"A0PHALT TYPE "8" $TA'NON TO STATION SIDE TONS • -849.6E) • e 240.5$ LT 22.3E -- 240.00 - 240+59 RT 2232 241•+0 - 241.25 CT 19OS BUILD 2"ASPHALT TYPE "C" • - 9'Afi+6N fib- 5,401011.nt - -ae - TON9 r 240 •• 00 - 240.56 LT 11 16 , 240 2.00 r 240 . 5e RT +I 16 241a 10 - 241+25 CT 995 , • - ti r 1� 3 1 D I f c' os C. 74.74 y c 11 l' I i i 4 - r-- N 1 I..", 7 7' -I NI CI 111 er ^,1 -.J. T1 M W. it i 1 Cr i .1 Tr C re 1 V ,O- 1 a Q i 4 + a42+04 2.3- 90 .. �..• el ,MAK AS men 'L .TE b '•ts..E -'I_A V AMD PROFILE FUL,. OT•T Infra ..a.tfl,w •A BUILD CONCRETE SIDEWALK P(AN 301-R2 _ STATION TO STATION SCE SO. FT 2411. A' - l44• 10 - # 1,156 63 2;•W+57 - 241+10 ItT 1,05069 VPI STA. 244+00 __ _ - -0.5567% y[ in, c' teI04 J, 04 le Ili IMF a• NCV 0 4‘"V' 4 as K CH SCALE: r- Vii• 1-10R17.. 1 . 5 '/CIT• , I. FLONABLE FILL STATION TO STATION TO STATION SIDE 0) YARDS 240 + 74 1 - 241 • 44 6 RT 791,6 960 240.57 - 241 + IC RT • __ _ - -0.5567% y[ in, c' teI04 J, 04 le Ili IMF a• NCV 0 4‘"V' 4 as K CH SCALE: r- Vii• 1-10R17.. 1 . 5 '/CIT• , I. REMOVE WALT( . • f STATION TO STATION SLOE S0 FT. 24r 57 - 241.10 1•T • 960 240.57 - 241 + IC RT • 096 4 192 ,1920 • PROP6SEDI GI- ADE EXISTING jGRADE 2 t-4 -70 245+00 PAVING AND LANDSCAPING c C r • • t I 250 r W 2nd Street R est Vr N cots c.; 231400 Ben Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd 232 1Fashion larown's 1Crossroads !Shoe Flt 730 W 2nd 41726 W 2rd swin 23,3 +OO 8 Imperial Jewsktrs 1 722 W 2nd Office Equip Service 718 W 2nd AAA Ins 714W2nd 1 2 S 3: $I - --; Ali woe. i0- Loper; Bake Shoppe o710W2nd 31 6 n Dusty's 1 Reports 706 W 2nd ,., 8srt s i Mwrn'ocy 700 W 2nd Q 234403 235W A 0 Crowleys 642 W 2nd Business World Products 634 W End -raw- 1T CLP &- 0.003/ *IRE HYDRANT, r CATE VALVE i SOK' &S'LEAD r Gory Michaels Clothiers = *Todoy 6. 743 W 2nd x Yesterday 1 Shope 735W 2nd WATER QUANTITIES DESCRI• •N •UANTITY 10 DUCTILE IRON PIPE Sea If 10 GATE VALVE 6 EA FITTINGS 0 LIS FIRE H 0 T 2 6 7 1 1930 1925 REMOVE INLET STAT - 5 SIDE DISTANCE H 290+13 5 RT 36 3 1 230+14 5 LT 6 7 1 231+212 RT 2 1 230+64 5 LT 5 1 230+65 7 RT 37 7 1 231+252 RT 27 1 231+25 2 RT 5 1 232+51 T 22 1 232+54 RT 3 7 1 232+14 5 LT 25 / 1 233+ 2 RT Si 5 4/ IS 12' RCP 2 65 NT 392 1 34+55 LT 6 1 PROPOSED GRADE GRADE EXISTING GRADE .1892% c Julie's Work Basket 731 W 2nd es • Y F Vaoon, -fi 725 W 2nd Robertsons Home Furnishings 705 W 2nd BUILD MANHOLE '(STORMS UILD FIRE HYDRANT SIZE STATIO 11 I DISTANCE SIDE �- 231+1414 291+4a4C 0 IS 15' RCP 27 RT 13 234+5S 5 f x 4 4 15/23.63 RT 233• RT 4'x 4 25'it 15 4+114 RF 4 x4 e4' / 23 , 30 LF 12' RCP 234.14 t x4 4977/295/ 51 kT 1 12' RCP 232+50 7 - +04 NT 22 ' RCP 232+54 232+34 6 RT -LT 31 LF 12 • 233* - 234+9 5 RT c Julie's Work Basket 731 W 2nd es • Y F Vaoon, -fi 725 W 2nd Robertsons Home Furnishings 705 W 2nd BUILD MANHOLE '(STORMS NO STATIOM----.., SIDE SIZE SEPTFUFLOWLINE 11 230+ 230+14 5- 290 5 4'x 03/22 40 x 291+4a4C 0 IS 15' RCP 290.131 - 230+1. 5T 4 4 03/ 22 75 13 238+14 T f x 4 4 15/23.63 14 233• RT 4'x 4 25'it 15 4+114 RF 4 x4 e4' / 23 , 30 LF 12' RCP 234.14 t x4 4977/295/ 51 REMOVE SEWER PIPE STATI• TO STATION SIDE DESCRIPT 230+00 - O+lis LT 14 5 LF ' RCP 230+14 5- 290 5 T 4 • 14 RCP 230-•14 5 - 230+e T 0 IS 15' RCP 290.131 - 230+1. 5T 17' t215 24-41d' 130+7/ 5 - 230+96 T 49 LF 15' ha 239-34 - 230+44 5 T 16 IS 12' RCP 230+64 5 - 230.95 7 17' 47 LF 15 RCP 230+94 5 - 231+25 2 LT -RT 31 IS 12 RCA• 231+212 - 231+26 2 LT -RT , 30 LF 12' RCP 231+217 - 29025 AT -LT 13 LF 12' NOP 23025 2 - 232+ • kT 1 12' RCP 232+50 7 - +04 NT 22 ' RCP 232+54 232+34 6 RT -LT 31 LF 12 • 233* - 234+9 5 RT _ 41 LF 12' I. +5 5 - 234+5 5 PT -LT 4/ IS 12' RCP e/4+5 5 - 235+00 L4 • . •5 LF 12 ROP VPI STA. 231+00 O 1D N co 0 co N • O 0 EA 0 O 1� 0 N O 10 + V7 N N +0.5560% Blunt,E111s,6 Lown / Mid West Form Monapelnent 701 W and c • 6-0 0040 NOTE QUANTITIES FOR WATER SERVICES AND FIRE LINES APPLY TO FOLLOWING PAGE I. pont BUILD COPPER "le WATER SERVICE STATION SIDE DISTANCE SIZE - LENGTH MAIN TAP CURS STOP STOP SOX BALL \AWE 235.07 RT 30' I" 17' 1 I 1 I 235.30 NT 30' 1 V2" 17' 1 1 1 1 235.50 RT 30' I" 17' 1 1 1 I 235.65 RT 30' I" 17' 1 1 I I 235.30 PT 30' I" 17' 1 1 1 I 236. I1 RT 30' 1" 17' I 1 1 I 236.37 RT 30' I" 17' 1 1 1 1 236 • 71 RT 30' 1" 17' 1 I I I 237.80 RT 30' I" 17' 1 1 I I 237.95 RT 30' I" 17' 1 1 r 238.17 RT 30' I" 17' 1 1 1 1 238.46 RT 30' I" 17' 1 I 1 1 238.65 RT 30' I" 17' 1 I 1 1 238.81 RT 30' I" 17' 1 I 1 1 239.00 RT 30' 1" 17' I 238.86 RT 2d 239.57 RT 30' I" 17' I 1 1 1 239.67 LT - I" - 1 1 1 I 238 • 75 LT Sia' I Ve 51' I 1 1 1 238.00 LT 35' I" 59' 1 1 1 1 237.10 LT 35' t" 51' 1 1 1 I 236.52 LT 36' I" 58' I 1 I I 236+ 30 LT 35' I" 59' I 1 1 I 235 • 78 LT 35' I Vi' 59' 1 1 1 1 235.30 LT 35' 1" 51' 1 1 I I 235 • 09 LT 351 I I/2'' 59' I 1 1 1 VPI STA 233+75 411. 23 600 FL 23 40 N 0 0 N P N 0 m tg !V 'N 230+00 231+00 232+00 233+00 .R.•. risme. *0 Melt PLATE 1 -SINGLE PLAN ANO PROFILEeuu eer nem •M•.rMM !� Y4 0 4• _ First Federal IRsdrnen's Sowings E S4I W Leon 647 W tnd Shoes sox Note Remove and save 45' Elbows, Reducer, and 6°Cut-In Valve. Rhoades Mans wore 635 W end NOTE FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES PINAL Er / 27 22.44,7o v'ev Iw Alo•eocons .noel NO i»ys , ern41-5- STATION • 41e .71,... . 41mr - TSM• Z#414:117.7 - 4(41CO•t••IS Aloshpa City Eery FLANGE FLANGE CAP Ini 9r�'''`' a r X43 1 *oars ■ r r7 of t7 BUILD 6" DUCTILE IRON FIRE LINE STATION • SIDE £ NGTH C c 10'66" TEE BLIND FLANGE FLANGE CAP GATE ' LVE ' OK LVE S 235 r 10 NT 20' 1 1 1 1 I 235.33 RT 20' 1 1 1 1 I 235.53 RT 20' 1 1 1 1 I 235.62 RT 20' 1 1 1 1 I 235.63 RT 20' 1 1 1 1 I 236.14 RT 20' 1 1 1 1 I 236.40 RT 20' 1 1 1 I 236.74 RT 20' 1 1 1 1 I 237+ 63 RT 20' 1 1 1 1 I 237.95 RT 20' 1 1 1 1 I 236.20 RT 20' I 1 1 1 I 236r 43 RT 20' 1 1 1 1 I 236.68 RT 20' 1 1 1 1 I 238.86 RT 2d 1 1 I I I 239.03 RT 20' 1 1 1 1 238.03 LT 60' 1 1 1 1 I 238.78 LT 60' 1 1 I 1 I 237. N LT 60' 1 1 1 1 I 236.43 LT 60' 1 1 1 1 1 236.27 LT 60' I 1 1 1 I 235.78 LT 60' 1 1 1 1 1 235.27 LT 60' 1 1 1 1 I 235.06 LT 60' 1 1 I 1 1 -0.5662% 1 ri O 0 D 0 40 N NOTE Appropriate thrust blocking required Stationing may change as required by Engineer SE New line to enter basement off of St Joe main, 32' from al ley. Asphalt and concrete sidewalk la be removed and replaced by City Street Dept Boring by Contractor PROPOSED GRADE EXISTING ADE 1930 1925 234+00 235+00 STORM SEWER AND WATER UVL/ 11 H MINIM AH H3011OIH c 2 C D livid H113WI1N 41 H1L1H03H VINHOHI1V3 3NIAHI • z z x c 0 0 0 VINHOWI1VO 3NIAHI • JINH03IlV3 3NIAHI • NOIIVHOdUO 1 O1IJH NV Id c r z 0 0 0 • 0 z D c 0 t I I W c' It W f W J' Ihi W 11- • 0 f r1 2 > f 2 t _1 ;COCK Q J 0- Nfl if /OO■ e a Aid 2nd Street 235100 236+00 Elsard 0 Jones 630 W and VI Pk J 1 The Golfers) 620 W 2 n1 e l V Kms Academy Vacant 608 W 2rd 600 W 2nd 1 16 237 W j S S Ok 21 44 t fc Nig wr'Igfnt's Art 6 Frame Suppe 536 W 2nd 1 10"Plug rat 238+c0 Vacant 532 W 2nd Merle Norman Cosmetics 528 W 2rd 239 t00 24000 Vocant 524 W 2nd Vacant 516 W 2nd Vacant Pdcle Parlor s2Mw Marti Anderson RW 52 End Dor-An tblel 508 W 2rtd SS Firttrtlre MQi 504 W 2nd 22 69 7-71` 9't 1 ID .1 T tE Baia 1111111211111MIIMPIP -10' VALVES 10' CRO - - WELF 10' 10'xlO'xS" TEE Lncoln Fed Savings 631 W 2nd Weight Watch 625 W 2nd NI x Znn's IThe Specialty tFbwar Studio Peaie Vision Jewelers Shop 116615 W 2nd Center 621 W 2nd 6171V 2nd 1 609 W 2nd BUILD FIRE HYDRANT -STATION DISTANCE SIDE awns R 27 1 IIT 135+11.2 - ess+33 AT -LT 11111,7 1r WOW REMOVE SEWER PIPE STATION TO STATION SIDE DESCRIPTION 255+00 - 135.33 LT 33 LF 112' RCP 135+11.2 - ess+33 AT -LT 11111,7 1r WOW lis+is 1 - ns+ss LT 45 OF je HOP 131+33 - 235+754 13 /ASV It' ROT 221+57 - 253+T5 5 1117-1.1- _14 LF It IRCP 235+5e 3 -' 226+74 I LT 27 LF it ROP 23s+754 - 2356116 LT at LF it ACP 236+11111- 135+55 13 75 i' Ai' VP ' 237+04 - 235+55 RT 14*I0 lir • OP 437+52.5 - 237+04 AT 414F lur ACP 233+55 - 240+00 LT .1t LF s2' *CP 1930 1925 PROPOSED GRADE . NO • Vacant Note Connect Existing RCP into Inlet BUILD CURB INLET PLAN 443-R5 STATION SI DE 'x 10"Plug 2nd Street Gallery 537 W 2rd E Stushrenburg LyAgent,rsa� 653 V/ End 1529 W 2nd IRE ATE e Credit Business Supply 521 W End F osto e r ! NOTE ALL WORK IS TO BE COORDINATED WITH LT &T NOTIFY AND CHECK WITH TELEPHONE COMPANY AND THEIR CONTRACTOR E • St Joseph A rat TB NOTE FIRE HYDRANTS TO SE SALVAGED EY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES w.n 7�dWy1'W 1R.J 10 /flq/ / __hour 3 , /ffq-S MO NO DEICftIPTION -Or = ,1.11.07v10 At- 7a sr. ✓crsene .9vr ...?.447 Abstags City Engineering ISBN w pWAn alt !CONTRACTOR e -IL !4' I MST rpm:, 2r -o aB 1 •IIUILTS 01111 110 of Z7 23 SPCA I 24 12341,42 LT AT 3'-11 5 -11' 'Y" FLOW LINE i .1------ 1-t 4 -e'22 1? 2 -e' : -C' ..Y . 2 7I .. 25 73•+•5 SIT $ -11 2-e 1 5-0' 2257 25 2.1? SO 1sT r-tr xH' 5 -0' 7[2 5. 17 *N• 40 , 35 .1Aaree as LT 0 -11' 1-11' 21.77 ALAS 2115 -0.546t% B.M. - _SE CORNED 2nd 'STREET t DENVER AVENUE. "X' ON NMI SONNET SOLT OF FIRE HYDRANT 1ELEV - 16.6.41 O BUILD MANHOLE (811711M SEWER) MO NO STATION . SIDE s 4 DEPIHTLOWUNE i 17 236+42 CUR ULE' 24 - slat ft IL Ave . 4.55-7056415 - 135+57 16 . 1st+25 444111140LE 17 - MANHOLE 11 >F 4'tr s.ttia'ts* as. INLET 25 - MAS OLE M - 15 ' 101 • yl " I wer 3.11Pr1:4t - - x,,275+40 237.429 - LT 4:441' - 4-65_721 54 'cues tMILX as ...45MMtLE. le 102 237+06 . LT • 4'1. j' k15%+ 21 44 , NOTE t7U4NTI111ES FOR WATER SERVICES AND FIRE LINES ARE LQCATED ON PREVIOUS PAGE Ell BUILD REINFORCED CONCRETE SEWER PIPE DESCRIPTION MO SIZE 1 DESCRIPTION M' GATE VALVE 4 EA FITTINOS 452 LSS FIRE HYDRANT 115 35'RAi' CUR ULE' 24 - slat ft ESP SI1 )a R': 21 S.{In51NLET 83 - sant IT 135+57 •(i7 12P41117' 444111140LE 17 - MANHOLE 11 nine 5 P$ 15':50' as. INLET 25 - MAS OLE M 23e+IN 1_ yl 15•660' CURS INLET 41 - MANHOLE 15 155+•5 Li- 45'4 25 4? - 114 101± 15 137+04 SAW INLET 161 ..II ,Ser . 'cues tMILX as ...45MMtLE. le RT ' in It'tsr UMNOLE e1 - SAls/sls 50 LT 413 15'4is 51151511NLET MI - woos& NI JfS trim° letwee LE 22-MNIHOLE 15 }4 2 3/4'x3$ *14 154 MANHOLE 15 - MANHOLF 101 55 15" x 23�' MANHOLE 101 - MANHOLE 102 .. 5& 223/.4"•35W4".1.7,5' STIIS Wald PLUG • -..233.3% WATER QUANTITIES DESCRIPTION QUANTITY 1A' DUCTILE IRON PIPE 151 LF M' GATE VALVE 4 EA FITTINOS 452 LSS FIRE HYDRANT 1 EA 5 4 1 ESP SI1 LT 25.1 t 135+57 RT 11.7 1 nine 5 LT VPI STA. 239+50 0 t 212.71 -WPC STA. 237+00 t !l.AIO 0 I 1.22.14 22.30 0tt1.ss r in m t -0.6600% EXISTING 0 r 10 GR ADE f 1- N 01 N N I0 N AD 0 IA N b 0 N St oite 235+00 236+00 40 N sb' f N 'y -N en + '+ St K 0 1 ab 1w M itt N e N o n -.I7 1- 4 4 es N In et lad N .M N 0) an 11• 1100 I A .1, .* + 237+00 238+00 IISWI• •t Etta se Mag• PLATE 1 -SINGLE PLAN ANDSPROFILE+uu. SOT diniMOMS F vS • 01 tr; N eo tri -trt N 01 IA +4a et N N O 0 a c Art N on N kV N 0 N r t• n 1 L0 N s SCALE. 1'-20' HORIZ. 1'-5' VERT. REMOVE INLET STATION SIDE DISTANCE EACH 133+u 2 !rT 21.5 1 ess+2p LT 5 4 1 ESP SI1 LT 25.1 t 135+57 RT 11.7 1 nine 5 LT 5.2 1 23e+IN 1_ 13 Iba' 1 155+•5 LT 5 1 137+04 1117 42' 1 237+s2 s RT 35 3 1 335+56 LT 251 1 239+00 240+00 ] 1 WACKL ER z' PROPOSED GRADE EXISTING L GRADE 1930 1925 STORM SEWER AND WATER IWf1N AN HUN( Ii tIWSLO H3IWI1N AO WOK 131 c o_ W: L. uS I L i C 2� ; T W r I c• c CC I • 1 � c ▪ c T L I I 1 , I 1 2nd Street ONE WAY 240t00 20 30 24 I t 00 20 48 10" C T -IN VALVE, SLEEVE AND BOX 2-10"x 45• M J BENDS Mr Bill's Hardware 450 W 2nd • Vo;oni 444 W 2nd Dutton Building 426 W 2nd 12 Dutton Garage c • Eckardt Shoe ' Empty Lor Repair 3 422 W end 0) • Reno Bar 414 W 2nd 224.3« 5, owing • G C p0ryin9 001 1 • or • n :n t in K* W.II a: cow x 0 0 244«00 2 a rI Wg G Tire Goroge t 1 cat 1 7 .T 3 4-10' VALVES 10' ROSS EXISTING 10" ISTIFTh 6 303 LP 10' DIP • n 1 II II I i i II II --1 I _ 1 10"x 10"x i" Tee" 0 rl Z 2-10", 45• MJ SENDS I-10" 6" REDUCER O 6" CU -IN VALVE, SLEEVE • SDX t FIRE HYDRANT, GATE VALVE & BOX AND 6" LEAD • 1- N 2 O_ 1'- 4 co Dutton Loti o i Building 451 W End Str s s 11 t Big G 405 W 2nd Str FIREIIYDRA1IT, $ >^ W OiAT 1lAUVE i BOX l S LEAD L END REMOVE MANHOLE ITIFC1 STATION SIDE I DISTANCE 2 40+ 0 6.7 RT 17 1925 1920 PROPOSED GRADE EXISTING GRADE WATER QUANTITIES DESCRIPTION QUANTITY TO' DUCTILE IRON PIPE 236 15 10' GATE VALVE 4 EA FITTINGS BO L55 FIRE HYDRANT L EA 10" CUT -IN VALVE 1 EA 6" CUT -IN VALVE 2 EA -0 •IQO% o 0 o E 21 04 'IL 21.D2 E21.04 10 IM n N A SO N O IO N N N N iD tV It VPI STA. 241+00 • E 11 c BUILD FIRE (HYDRANT STATION 241+01 5 DISTANCE 1 SIDE 27,5 err BUILD CURB INLET PLAN 443-R5 •1 MI IVI% SI Dc .AI 1 rLQV. LINE so s4ot6a AT 4 -ST 2' -At' sa' BUILD DUCTILE IRON WATER SERVICE SIDE 1'x1 414/28.56 STATION SIDE DISTANCE SIZE LENGTHPa I MAIN TAP CURD STOP STOP BOX BALL VALVE 240 *77 RT 22` 4" If' 15"x 25' 1 1 1 STUB • PLUG I NOTE LSTATIONING MAY CHANGE AS REQUIRED aY ENGINEER sm.= 2 APPROPRIATE THRUST BLOCKING REQUIRED -0.5600% O O BUILD MANHOLE (STORM SEWER) SIZE 1 DEPTH/FLOWLINE 20 248+27 SIDE 1'x1 414/28.56 103 240+27 LT A'x5' 135/2045 194 240+02 LT 4' x 4' 4 I! / 20 38 REMOVE SEWER PIPE STATION TO STATION SIDE DESCRIPTION l4SH6.t - 2411+611 2 IIT 14 LF 1i' RCP 140405 2 - 240+15 7 IIT 17 IF 15' RCP tilt 00 - 240+15 7 RT II IF 12' RCP 241'05.7 - 1.40+65 RT .LT 55 LF 15' RCP • varies - 240*16 LT 11F Ii''RCP 0 E 19.29 VPI STA. 244+00 Showcase Lighting 547 W 2nd E NOTE. FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES • ,IM 7 / J7 17°WNTOW,V SMLROYFre,/TS PICA I0 /9793, /f1Y-S DE7QI.TON Z 40s2- = .4 zS7/n/&% 4VE 7t, Cr./ase-4/ ..ave Hastings Cn)' Erg/7awing DOM PY .7,140/ 4•1 SATE Z-99 CO rt*CThf 43 MN SY 74 a ASPIC IN ' NN SITS NN MD 9' of 27 riBUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION I 42 E SHEET MANHOLE 11 - MMIHOLE 20 43 $E SHEET 1 OURS INLET 11$ - s*aiiaE 10 44 15'x 50 ORIS INLET 50 - MANHOLE 20 40 trot GO' MANHOLE 20 - MANHOLE PLUG 51 24'x 54' MANHOLE 70 - MANHOLE 103 116 15"x 25' MANHOLE 103 - MANHOLE 104 117 24"x 7 5' STUB • PLUG -0.5567% 1.116 `1�0 0 Erose Z 10 m > N Y N io us N O .P O 1n in O eV • N in U7 P- + + ' + + + + 241 00 240+00 + N 1* N O 1* w N eD 1' N O r N It .ifl 4 'td •4o + '+ O O N Mso • P.O N ew e0 N N N 7111 P + + + 242+00 243+00 117 N O 1D O 4 0%1 ,VI 0 • + 1* N N eD O O n 101 O N N 1 N N SCALE' 1'-20' HORIZ. 1"-5' VERT REMOVE INLET STATION SIDE DISTANCE EACH 240+66 2 RT 44 5 1 240+05 LT 41 1 ?4 r•,•+ • .......Pk_ .. =" r W CroXER ;•"' PROPOSED t9• 2: N : + � 5090 • ^'/ •- GRADE I.,,,,I,II,I•', EXISTING GRADE 1925 1920 244+00 245+00 r•r.•• ..N[••L •1• 00.t1 PLATE 1 -SINGLE PLAN AND PROFILEeuii. 007 ...,Txe 01 • • STORM SEWER AND WATER e- D ■ J 0 1- a X U 1010 o- "' 0 I) G V0s E I.. G rolJ=e 3 ` O O N MOTI MOOS O1 235+00 236+00 CONTRACTOR SMALL REMOVE EXISTIN STREET LIGET POLE AND LUMINAIRE AND RETURN TO RASTINGS UTILITIE (TYPICAL) reheard DJoins 630 V/ 2rd CONNECT TO EXISTING 2nd Street CONNECT TO EXISTING 'The Galleria 620 W 2rd (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL) Kms Academy 608 W 2nd N Y. 600 W 2nd — 2" CONDUIT 236.00 n 239 *CO 240+00 icisc • 2�1 Wricht's Art E. Frame Shoppe 536 W 2rd 1 E� Vacant 532 W 2nd Merle Norman Cosmetics 528 VI 2rd Vacant 524 W 2nd Vacant 516 W End Vacant Pckle Rrbr 514 W Mole Anderson Real 512 M1 2nd Dayan Hotel 508 W 2rd SS Furniture Marl 504 W End 2— 2" CONDUIT 11* — 2" CONDUIT — 2" CODUIT —2" CONDUIT —2" CONDUIT 2-2" CONDUIT - — r r 1 I-2" COND Lncoh Fid Coria s Sa'•Ings (Closet 631 W 2rd 625 W 2nd ii fr 11 IT � Z7n'5 Jewelers 621 W 2nd OI The Speedily Shop 617W 2nd Flower Studio 615 W 2nd ii S New underground- electrical ci`cuita in 2n_ F.V.C. - • , 2 - *4 Wire - TYtic Signals 3.-"ai Wire - Cobires,;- . .. -, st - 3 --%t6 Wire' - Ornamental Lights -2 - #4 Wire - Outlets 3. - #4 Wire - Ground Role Vision Canter F,119W2nd .4 • Y ird 1-2" CONDUIT Vacant 2-2" CONDUIT A' • 2.2"COI DUI I-2" CONDUIT 2nd Street Gallery 537 W 2nd x tR Stuehrenburp AS533ncW 2nd 2-2" CONDUIT • Credit Bureau 529 W 2nd 2 Business Supply 521 W 2nd Uerlerds 509 2nd oorc F `2-2" CONDUIT * MASTER CONTROL BOX IN ALLEY i �t _I St Joseph . z r n 2-2" CONDUIT 1-2" CONDUIT wog BID DOWNTOWN IMPROVEMENTS 1010.1 ISD 1994-31 1994-5 51 DE TYPE OE/GII!►T JN 2d Street-NASTINCZS TO 5T J05EP 1 Nbstags CV), Erlg✓nwring 2 Si 5' V M Irn3 - 3 - 94)a1,n14etOrr '23;4455 IIT SON 0YSY 'D 9n1 , £,(WILTS MN NO I I j o �� 1930 1925 A BUILD JUNCTION BQX STATION 51 DE TYPE DISTANCE •2.364355 is LT 2 Si 5' 355' '23;4455 IIT _ 1 - .. . 3r't- 237+62 Lt 2 1T 355' 23244.2 RT 2 25'- 315' 21,1;54 LT 2 il.043 ,355' 2394t4 BY : 1 3) 5' --mien— r. --- r — ---' TSct.. — .- REMOVE SIGNAL POLES • i STATION DISTANCE S+DE 236+98 35$'' 1 111% - '2'37449 --- • 2577. _-FT:..., 13s+IS 30,6' .: L.T, 237+SI 40' . LT PROPOSE -ID GRADE 'EXISTING ' GRADE ' II INSTALL ORNAMENTAL LIGHT OT♦T.l-... 1 nIeT,,..Ir•C 1 Gen= 235422 915 I LT „ _ Z36+119 - Si 5' Tr 011454 50 31 5 1.T 127T453,50 715 ....1T . .100114 . . 31 5' .. 1T #18410 4 11 5 LT 135+25 25'- LT Matra Yrs MT il.043 27 F 1IT ~ $30R4.i0 27.r ..!T . .. .»32154..1110 '(7.5 rT, SIX IIT .2110,11 21T+112 50 27 r FT a 40 t 1- • • • -a -411 — R • -O.0662% , 235+00 236+00 .B.M 08 - SE CORNEA 2110 STREET t DENVER AV. X' ON NW BONNET SOU OF FIDE 1'I ELEV. _ 19211.41 ITEM ...QUANTITY RUILD 7 CQNDUCTQR INTERCONNECT GABLE 257 LF 01711.0 2" PVC; $HG 40 CONDUIT FOR INTIIRCDNNECT 253 LF J1UL.R..2Z:`YY _. ._ 4Q .D.Q99IAT .F..Q11 ..1.130 LE.. buIi. 3/4' 1!VC CONbuJt ' 140 LP WILT *4 STREET LIGHT Cs;INDVCTOR : - 4,302 LF IUILD 11:6 GIiTLETS CGNINCTOR 2,622 LP elUILD DUPLEX RECEPTACLE )4 EA _� _NLSYE�. LinN.tkAL .90Y.AM ALLEY _ —! I11 NOTE C1TT WIITL FURNISH MASTER CQNTSOL 80X TO BS 740UNTE0 AND CONNECTED oil CONTRACTOR.' NOTE TRAFFIC SIGNAL CONTRl3LLER. LOCATED • • "AN NOR -T1+'- WC3T _'.'EORNEfi CP."fl1'TI !SECT ION.__ . - - - . 11.1.4•S•1• 4•1•141•1•4 . ▪ powodim me • • • -4 BUILp TRAFFIC SIGNAL STATION 235434 20 DISTANCE , SIDE ARM LENGTH( LU INAIRE EXTENSION I 1 3 LT 1 LUMINAIRE ARM SPAN TR SIGNAL TS -I -T36 PED SIGNAL PS -I -T23 10 0 2 07441 55 45 5 31.3 LT u 0 1l 1 1 M ,0 *25.35 50 •!37473.50 2.51•£14.£0 t» r 47.4 40.1£ 1 10 0 2 r RT M7 1 1 10 2 M 2 2 2 REMOVE L1GM1'S s STATION DISTANCE SIDE 235+201 28' RT 235+91 28' RT 236+01 28' RT ▪ 236+ 64 - RT 23l+ee 235+12 25' RT 25' LT • 235+39 25' LT 236404 2S' LT • 236 f65 • - ZB' LT 23F442 28' LT -0.2333% REMOVE AND SAVE. SIGNS , , 1 STATION DISTANCE SIDE 234 + 70 26' RT VPI !]FTA. 239+50 *40 4 610 .413 Tr— _ -.._-,._:t-- 1n 401 Vd 324r iia i1 410- 14- 10 r►at 10 f'v 237+00 a * a :es -Io -1V .1. r,. 0 0 N 238+00 PLATE 1-SI14LE PLA�� P*OFILEeuu noT .001100 04 USA -c N 0 10 It) 0 N 239+00 0 1n N 0 -0.460 t a• + 240+00 SCALE ¶-20' HORIZ. 1'-5' VERT. REMOVE JUNCTION BOX STATION DISTANCE SIDE , 235+45 22' RT 236+St 2i' RT 236+98 25' RT 237+60 24 7' RT 239+99 25' RT 235 + 16 30' LT 135+25 25'- LT 235+93 30' LT 235+34 30' LT 235 +97 31 ' LT 239 +98 30' LT amoult t- �8 X tis. 1 1 • A ri A„q,,,,. 1 i� PROPOSED GRADE EXISTING GRADE 1930 1925 ELECTRICAL f a I 80 k W WUu u 5 o i� W0 it *al:t a.it at J - 0. „,s- o o O e • ■ 240t 00 2nd Street 2 - 2" Conduit 241 tap St BO'S Hordv re 450 W 2nd f - 2-2"Conduit 1� 1 - P 2-2" Conduit n L . i III i tlydl' • amei It .1 ., 2-2"Conduit • f f - 2"Conrurt I I— I esti 0 0 X Vocont 444 W 2nd 0 e r 3 2 Dutton Burldin4 426 Ni 2nd CONNECT TO EXISTING a ^ 4. Dutor Goroge (TYPICAL) ORNAMENTAL ST! LISSY'S (SEE DETAIL) 0 f 3 Eckardt Now 91ae 422 W End Empty Lor !W NII O • Rem Ba 414 W 2nd (TYPI OUTLE P43+2 ) 244t00 f w L) DUPLEX CONVENIENCE (BEITAIL)1 1 1 1 • n $ t cone Dutton Lolnson Building CONTRACTOR MALL mom =STIES STREET LXSRT SOW &ND LmeIglli ENE RETURN TO 'kiting' RTZLITIRn (TYPICAL) 451 W tnd Str Nsv underground -electrical circuits - .� 2 #- 4.1fits - *lc Signals % i wire' - 'OrnameptaL Lights •- • 2 -'- 14 -Stirs_ - Outlets - • - •. -1'- #4 Wire — Ground • 1M 1 f 1 t Big G 405 W and Str 1 1 11 24500 ! CAS"RT • •• as• O i Shrew» Lighting End 3 1925 1920 A BUILD JUNCTION BOX STAT IO111 SIDE 240+5! RT rot - 2 OFSTAMCE 24 5' 40 CC't • PROPOSED I (RADE ' (E (EXISTING GRADIE • ITEM _ QUA N • O UtLD 7 OON$ICTOR INTERCONNECT CAME -•tftJ z rve icFC iD c41141111; rvRinTIMilar 13S LF 132 Lr IR!!LG 2"PVC.SHIC 40 CANE), T qR ELEGTRIGITY $UiLD 414 Start LIGHT C6NOUCTON 151 IS 403 LF' • UJL0 SA OUTLETS CONDUCTOR IULL0 .WELES SECEPTAGLE a&TLET 1 167 LF". 1 S REMOVE SIGNAL POLES 1 STATION .DISTANCE SIDE 240+GS 5 23 2' RT '4{ w """',PJ'.' . 1•T 4 --; f { NOTE TRAFFIC SIGNAL' CONTROLLER ; LtiCAT12. DN NORTH-WEST CORNER 10F mist c id)t,• f = • 1 f { f•• .AY = 240+00 -.! _ , { 1 i #/TI .ATA. 21t t+At) ._ __._ _._ _• . •• _ .; _ --- _ - - rt 'T __� 1 i - 3. • i 0▪ 1 N . r f tes . I •410 VI! ,fa • ' 1. ,{ AM Oat; res w= j { • • • • • • 4. { _ S t ; -4// •r N ^N Si .: 241+00 -etege 44 242+00 _ S tNSTIALt ORNAMENTAL LICIIHT ,{Alun :11404111,1111 glnc LT i r.•••1 .__ _ _ . _.._ 4 1 = ✓ 1 12. tvi { r , i 243+00 IRATE 1 SMNLC PL.RAN AAND11I u PROFI6s.. eeT 1000 • a • STATION___ 14.44..70 240 +T2 dm ow .._ __..-... 4,-- ; 1'W I N S 1 = , 4 'firs 14 4114 a I -w { suns).TRAFFIC��•� SIGNAL STANCES �1 ARM ENGTH LUIIIINAIRE EXTENSION lift tT 232 r 1 • A r e *It 'STA. 144+00 .s 1 tV Ming r0 244+00 • n LUMINAIRE MM SPAN TR SIGNAL. TS -I -T34 SCRIE: t'-20' MORI?! [-i VERT. PEP SIGNAL PS -I -T23 O 2 10' 2 2 __ 1-1.55S7% A AO 11- 4 . N N -es �eI 245+00 _ 1925_ _ 19,20 ELECTRICAL 2 m 0 C S 5 WA f 1 ICIVY1 IN 4 /141111 r 0 0 2 .ZbWA.lvmw Zye127YEw.cra NW/V -, 13$V-3 • iffy s Vara/7,s9,3 z 4..57-= NA sravf,s 4i.e r SrJase,.✓ • AlisNyslantimap Imam rerani! a in DwM am par la I • Z7 STATION___ 14.44..70 240 +T2 dm ow .._ __..-... 4,-- ; 1'W I N S 1 = , 4 'firs 14 4114 a I -w { suns).TRAFFIC��•� SIGNAL STANCES �1 ARM ENGTH LUIIIINAIRE EXTENSION lift tT 232 r 1 • A r e *It 'STA. 144+00 .s 1 tV Ming r0 244+00 • n LUMINAIRE MM SPAN TR SIGNAL. TS -I -T34 SCRIE: t'-20' MORI?! [-i VERT. PEP SIGNAL PS -I -T23 O 2 10' 2 2 __ 1-1.55S7% A AO 11- 4 . N N -es �eI 245+00 _ 1925_ _ 19,20 ELECTRICAL 2 m 0 C S 5 WA f 1 ICIVY1 IN 4 /141111 r 0 0 2 NJO /9', "Ito /9/S 1 . ►. 4 AMA/a X11 1 ✓e•/ne : /its zo =a" .� !t gooq� lAiks t 01:I t c v TZ.teZ .. kal Lik O h •% 1t zW gijt V Vb �� (Mw toe rartim . it Nib /!/O , t i . • „4- //o 4, 4 i / to=O ".vv; /=s�o Q"k tem r q'` tib., M\t� k 43, 1/4 j J b Nt: itl tIVAIA ittitli4:% '- k " tel tb V �a� 44 � O kJ14 Zith � N B.M. *8 awsac PIOTIM -1.-'tineairLdWasyadig Cid 14in. 'ads; 111446.4 tllldes, td. 040-1171 ablaut add; gat inr �.e+ipiscami Sea erne • Tee l.a if r pw.r S4111-2330 eiari.amef,:ldal � setae. 41 1. . e . a. . D.tr , Orikrissr tadlridgmaillpillasas ad end NS oplaL ie. 11161413SIL s_ 3 OWtj_.eimps }i.d.s➢s tattle ...tt lir Nor IpsdiddS. sensing inlet 4 The O.r..s sada pea ill k essedind.It •4 pla geeing. e.medl.R, wl.ead.. d.deidne ebbs wl & se be SAS by Tailbt Co Wale... Adele shoe min Sall be giver by tke sass to MT GD. DaYk .adn..r ties ape see dna atlas itow, .tdMS. NO it. i. aures Oak Myls 5 andel U. treys Core S satin seed r ask* mer tWES.e 011e «Onlude.man dome dYeet Cop ai .epsd iii ea - pea TELEPHONE W N CHANGES DATE I REMARKS 2-23-9 .a -.f F f a4 Es/aSvj M -Arlt 2 f one 5-1I2 at i & O rinses; for dI .sir en is a be ad r.plp 1 S E Cc& iec 2N0 STREET c PeweE2 ><ve'ae ' X ' ON NW 6awMer Bot r Oi FRE 1/Koz Nr EGF, s /928,4/ r • • • t . i .41 ISSUE UNOE,eGFaan2 %ELem's-e C rnoa/ - Zaino:,?/.v'4 y a'Pa .w Ieetterw.ve, nerA re40 ane.9vS,vt DRAWN CHECKED 3 AK .SCAee100 .iG/!kH /Yosdt idd9. THE LINCOLN TEL & TEL CO LINCOLN, HERR /0-2 2-500/ 1 1 Ra+ersne.e on I y P"OJ. /,cam SO` P IOJ 140 1494-3, 1944-5- 944-5DESCRIPTION DESCRIPTION Hastings City Engineering , , . - CONTRACTOR MN SY --- - -- _____- ^. -- sire/, 27 aa r Wir�1".igiiiMMslimmest - - — . toe rartim . it Nib /!/O , t i . • „4- //o 4, 4 i / to=O ".vv; /=s�o Q"k tem r q'` tib., M\t� k 43, 1/4 j J b Nt: itl tIVAIA ittitli4:% '- k " tel tb V �a� 44 � O kJ14 Zith � N B.M. *8 awsac PIOTIM -1.-'tineairLdWasyadig Cid 14in. 'ads; 111446.4 tllldes, td. 040-1171 ablaut add; gat inr �.e+ipiscami Sea erne • Tee l.a if r pw.r S4111-2330 eiari.amef,:ldal � setae. 41 1. . e . a. . D.tr , Orikrissr tadlridgmaillpillasas ad end NS oplaL ie. 11161413SIL s_ 3 OWtj_.eimps }i.d.s➢s tattle ...tt lir Nor IpsdiddS. sensing inlet 4 The O.r..s sada pea ill k essedind.It •4 pla geeing. e.medl.R, wl.ead.. d.deidne ebbs wl & se be SAS by Tailbt Co Wale... Adele shoe min Sall be giver by tke sass to MT GD. DaYk .adn..r ties ape see dna atlas itow, .tdMS. NO it. i. aures Oak Myls 5 andel U. treys Core S satin seed r ask* mer tWES.e 011e «Onlude.man dome dYeet Cop ai .epsd iii ea - pea TELEPHONE W N CHANGES DATE I REMARKS 2-23-9 .a -.f F f a4 Es/aSvj M -Arlt 2 f one 5-1I2 at i & O rinses; for dI .sir en is a be ad r.plp 1 S E Cc& iec 2N0 STREET c PeweE2 ><ve'ae ' X ' ON NW 6awMer Bot r Oi FRE 1/Koz Nr EGF, s /928,4/ r • • • t . i .41 ISSUE UNOE,eGFaan2 %ELem's-e C rnoa/ - Zaino:,?/.v'4 y a'Pa .w Ieetterw.ve, nerA re40 ane.9vS,vt DRAWN CHECKED 3 AK .SCAee100 .iG/!kH /Yosdt idd9. THE LINCOLN TEL & TEL CO LINCOLN, HERR /0-2 2-500/ 1 1 Ra+ersne.e on I y P"OJ. P IOJ 140 1494-3, 1944-5- 944-5DESCRIPTION DESCRIPTION Hastings City Engineering DSSN SY DATE 3 -4-9+ CONTRACTOR MN SY APPR. SY AS.ULTS OIIN. NO 13 of 27 1 • 1 1 iL T -Jr] TELEPHI E) i DRAWN CHECKED /CA) H ;twy drO.Ryari 98j1e/111 fte/le/et THE LINCOLN ILL i TEL CO. LINCOLN, NENR r • NOTE: TYPICAL ELFVATION 20' LENGTH OF 4 -DUCT PLASTIC CONDUIT SHOWING METHOD OF SUPPORTING &- ANCHORING CONDUIT 20'-0" Scale 3/en-1n 3"Concrete Cap 5 Y2" sock, 2500 Ib 51/2 sock, S etc, 2500 Ib Concrete Encosement.- I 11 5'-0' r '- 0" To Allow for Concrete under bottom of Ducts where concrete e,cutemtmt is called for, the bottom of the t-ench s to be stepped at point of encasement and dug 2 V2" deeper Through area of encasement. 2 Surnp to be 2'X2'X3' Dcep filled with crushed rock 3 Place Riser Bend with either 6"or 12" torpent up. Which ever fits grad_ best. 4. Use 512 sock S tk G, 2500 Ib. concrete cap or encasement r Tangent Riser Bend SLD" •DETAIL "A -I" Is" common Brick 5'-0" `NOTE When placing in sand, omit common brick. 14 or Ib Go soft iron tie wire I"k?"x'0"wood spacer. 5e2 sock, 2500 Ib concrete encasement Common Brick I"x2"xIB"wood spacer stoke I/2x24" Deformed rebar. NI DETAIL "A" 4 -DUCT PLASTIC CONDUIT ENCASED IN CONCRETE 3k"=1'-0" Dell End of 4" Plastic Conduit Will Fit Over tend If Tee Is Not Needed 4" Plcstic Tee lo Be Located -In Fret cg Riser Bend or as Directed in the Field. Concrete Encasement to „ extend o minimum of G above half way point of bend radius - 4"Plastic - Coupling will Tangent also attach steel pipe. DETAIL "E" SUMP TEE 3/4"= 1'-0" ?Concrete Cop 51/2 Socks, 2500 Ib 2'x213 Ruck Filled Sump x24"Deformed Rebar 5'-0" Bell end 4" Plastic Conduit Coupling Encase Tee in concrete Tor paper covering sump to prevent concrete from entering sump. ?Concrete Cep 51/2 Sacks, 2500 lb DETAIL "I" TYPICAL SECTION 8-D PLASTIC CONDUIT (CAPPED) 3/4"=1-0" DETAIL "J" TYPICAL SECTION 6-D PLASTIC CONDUIT (CAPPED) 3/4'=1'-0" Compacted Send -G. evel eeckfill 3" Concrete Cop 51/2 Sacks, 2500 le or 4"Plastic Conduit Compacted Sand - Gravel Backfill 14 or 16 Go soft Iron tie wire 4" Plastic Conduit I11x2"x16" wood spacer stakes 51,2 sack, 2500 ib Conk Encasement, Common Brick. CHANGES DATE REMARKS Orle Drool 2-11-74 CS*Mli R.drewn from 4/67 CP s,-114 Atf-AVEt ,Mewrr�Saref_j lux 2 k24"wood spacer stakes DETAIL "S" TYPICALTRSkCPD) 5 WITH SECTION-9 APED 3/4"= I'-0" 17" I4 or 16 Ga soft iron tie wire 51/2 sock, 2500 Ib concrete encasement Common Brick 9/2118' Deformed rebar. 1'%2'x14"wood spacer stoke DETAIL "B" 2 -DUCT PLASTIC CONDUIT ENCASED IN CONCRETE 3/4"= i' -o" Concrete encasement 5 V2 socks, 2500 Ib.. I"x2' Horizontal wood spacer 1"x2"x14"wood spacer 4" plastic tee "'acetic exterrion Tbr paper DETAIL "141 TYPICAL SECTION 9 -DUCT PLASTIC CONDUIT ENCASED IN CONCRETE 3/4"=1_0" Compacted Send - Growl Backfill. 14or16 Go Soft Iron Tie Wire. 17" ?Concrete Cep 51/2 Secks,2500 le 4" Plestk Conduit DETAIL "K" TYPICAL SECTION - 4-D PLASTIC CONDUIT (CAPPED) 4'4'= I'-0" C repacted Send -Grovel e.ckfIll DETAIL ¶S( TYPICAL SECTION 3-0 PLASTIC CONDUIT (CAPPED) 3/4"= I'-0" 4"Plestic Cendult Cernpred send _T DETAIL M Grovel 1114:1‘1111YPICAL SECTION 2-D PLASTIC CONDUIT (CAPPED) W4"=1-0" 4" f'Istic Conduit Compacted Sone - Grw.l eackflII DETAIL "N" TYPICAL SECTION 9-D PLAStIC CONDUIT (CAPPED) 4"=1-0" 4" Plastic Tee 2'x2x3' Deep Rod Filled Sump NOTE: Spread Top 2 -Ducts slightly to ease Installation of sump DETAIL "F" TYPICAL SECTION 1 OR MULTIPLE CONDUIT SUMP 4/4"=1.--0" Ismer NOTE: DETAILS "I" THROUGH "R" ADD DR SUBTRACT 4Y2" TO TOTAL VERTICAL DIMENSION FOR EACH ADDITIONAL OR LESS VERTICAL DUCT BANK. IF CONCRETE CAP IS ELIMINATED BY SPECIFICATIONS PLACE 6" OF SAND -GRAVEL ABOVE TOP OF DUCTS Place 11f2" of sand before placing ducts. 1/2x24" Deformed rebar I "x 2"x 1E" wood spacer stake DETAIL "C" 4 -DUCT PLASTIC CONDUIT IN SAND. 3/4"TIs- O" NOTE: Add 5 Ve to Vertical Dimenions of Rebar, Vertical Spacer Stake and Concrete treatment for 10-D Bank (Total 311 ) 15" DETAIL"G" TYPICAL SECTION 1S -D PLASTIC CONDUIT 3"Concret. Cep 5 V2 Sacks, 2500 b 14 or 16 Go. Soft Iron Te Wire 512 seek, 2500 1b. concrete encasement 4"plastic conduit I'x2"x10"wood spear stoke Common Brick 1'x2x30" wood " spacr stake I12"x 36"Deformed Rebar (ENCASED) l0'/2" - QUAIL "R' pp ICCLA4$ SECTION (CAPPED)T1344 =11-0 23 /2 tV Compacted Sand - Gravel Backfill, 14 or 16 Ga. Soft Iron Tie Wire. Placel%2of Sand Before Placing Ducts. l/2"x IS" Deformed Rebar I x 2x 14"wood spoor stale. DETAIL "D" 2 -DUCT PLASTIC CONDUIT IN SAND. 3/4" I' -O" 14 or 16 Ga. Soft Iron Tie Wire 5 y2 sack, 2500 Ib concrete encasement, 4 plastic conduit. `111.2'x10"wood spocer stake. Common Brick 1"x2x30*wood spacer stoke —1/2"x36"Deformed Rebar DETAIL "H" TYPICAL SECTION 6-D PLASTIC CONDUIT (ENCASED) 3/4"=1'-0" 23 %2" 3"Concrete Cap 5 i2 seek, 2500 Ib.. 1 11 4"Plastic Conduit, Compacted Sand - Grovel Bockflll DETAIL b" TYPICAL SECTION 9-D PLASTIC CONDUIT (CAPPED) WITH 2-D RANDOM LATERALS 3/4'=1'-0" Cempsctsd S.nd- Gruv.l seckf ill DETAIL MpM TYPICAL SECTION 9 -MAIN DUCTS WITH 2 -LATERALS (CAPPED) 3/4"= I'-0" 1 1 DETAIL 't' TYPICAL SECTION 9 -MAIN DUCTS.MNTH 1 -LATERAL (130.11TE1i 44"= I'-0" a'aei sea ' o TEG Eaesee C var- depreee.wG *' a- tes4A, /yrcie44v 2" �.S''zeer.4vod✓e-Arae: DRAWN CHECKED Cherie K Mem Gear 0 Ryan April, 1967 April, 1967. SCALE NOTED THE LINCOLN TEL i TEL CO. LINCOLN, NUR Standard Underground Conduit Details : Rsference. on)y, PRO. PROJ NO. I/74-3 , )954-x5 DESCRIPTION Hastings City Engineering DS.N BY DATE 3-4 9¢ CONTRACTOR - DIw SY MPRD .Y ASSUILTS DRI. NO 14 of 2.7 z 61 CURB /NL E T (MODIFIED) LID DE TA lL s h LIFT BAR r- 41-3" —BAR D —LIFT BAR NO SCALE BAR C BAR B 1 BARE BAR G -BAR A PLAN -BAR E L, :c omteei DETAILS OF INLET COVER BAR S/ZE SHAPE No. LENGTH A 8 Str 3 71-0" B 6 Str 3 11 -IO" C 6 Str. 3 3I-0" D 6 Str 2 71- 0" E 5 Bent 9 51-0" F — — — G 5 Bent 3 I-711 Build 6' Curb Inlet Inlet to be Patterned After D 0 R. 443-R5 Inlet Plan by Modifying Y = 4' Box to Y=6 Box (no trough) Dimensions to be Y=61-011 A= 41-0" Lid Sholl Be Cost In -Place In Conjuction With Placement of Sidewalk PROJ B I. D DOWNTOWN IMPROVEMENTS PROJ NO "TY -3 , /979-S DESCRIPTION 2 nd STr,4,..27,vas 7Sr ✓asap,/ Hastings City Engineering MON ST DATE ICONTRLCTOII CRN. iT L/MO LT ILIDI ILTS Nth "O /S of l7 DRNBY R March /B, /992 CITY OF HASTINGS REVISION OF D.0 R. STANDARD PLAN NO 443 -Rt CURB INLETS AND JUNCTION BOX I .00 •1 • •. c3-9dOEC SIZE OF FITTING Lana WI SI THRUST 01.00% 3IMENSIONS Llraaal Y/a"W al I W as a 1 ap WA IS "w Waft WM -0 1 " 6t"■ 1'-6" 1'-6" lT P� * 1 11 aE° `II 1- 21_011 1_ /1s *T-aEf[ll •o' N ; 10 TAEE '-X111 2'-i" oar • 12" '-0' 3'-0" 2'4' •" Ii" 41-0" -O 2'' d 2'-f" 12" * 4• Solid Conc. 'locks as req'd to bear against undisturbed soil Nay be used. CONCRETE THRUST BLOCK DETAILS CURB STOP & BOX FIRE HYDRANT GATE VALVE & BOX WALK ' EXISTING SERVICE TO BE USED IN PLACE OR REPLACED PRIVATELY ?• I �` NEW CURS STOP i,�1a(v WATER SERVICE LAYOUT WATER SPRINKLER LINE DETAIL -rEET •,.taw, r,0i11 NEW WATER SERVICE COPPER K !MIN 11 fCGRPON:1010N STOP OUS- NEW WATER [MAIN DETAIL OF WALK OVER VAULT ROOF DRAIN DETAIL un_ V Els • as aaa•T NTS 1saLrr• DETAIL A YNW - yr aT oafs SNni rY rar•a•LrT Lr WIC* Talon W it.T WOOF WEATHERPROOF 120V DUPLEX CONVENIENCE OUTLET [[.Piro Of L1rW1•E STOWS Mal Ow. LLa Wal WA Na 1-• 1i T aaLLY r Tree .1 -Lai LMT_ V ea •"""alla•T aR NUN .LLT CIRCLE T. a►1r MA. a ISP SO FT Na[ W mei •Y1 DETAIL B CONTROLLER ON NW CORNER OF INTERSECTIONS ONLY r NLA W •••-- NT WW1 1-1 L NLlaa. `1 -NL •MTAMT W P1Tl•M/R DETAIL C ra DETAIL D Lt 1 a al CM u.1aa111E an TS r•�oLar 51 Ilia • LY HTML C 111■ III■ w rr TRAFFIC SIGNAL PLAN LUMINAIRE SHALL BE GENERAL j-- ELECTRIC CO TYPE 61-4•SA CUTOFF WITN'AS,W MPS -`r:r LAMP on EOUAL CMP -2 11rMA. AMC M1. 1 a•aA sea Nan •Ila"una No .. NTILL• •aN•1aL1 Slow as 'asnt 3L•0111 ROIL Ma [swirl *AI sn' M•" CU E1L•r1••• Ia-//1 as "e as FOUNDATION NOTES rr••rn • E .-r (,tNUKAL NOTES E wAfPC L1WAL MOT ES eel •53f .s aslralsa WWWW •r as INNS MILL a W"aa a r Y W OW SI .a ..r11 an a1 [ELY • La C 1 a4 ha .••• OWL NS a acne "m r Mel Malielf la 111111W1 OP Ma WWW Oa ass LN.T ALL Ma fl arra a SMLAS r T5 PILL[ IN nen L al CM 1.1•11 a -lMaa aw Oa NY WWI a ILIaYW Y1aaa• a Oa as L ALL N•.reassLN.W• MOW - ar1r fel "Lara ar Wheal Wall WILL a WNW STN la 552 WWI WE WO SI WILL MO Mae w Llaafaa tial Waal _ a r MIL • IOW MAST WLL al • as WIT TO IP Wane a • losa 1111 fa 1111 II •111 113101 al all Tula LILLY L ..CH ISA bun 1..."a Waft all a Ye NORM AM "1WLL a sures as ML aaLIWINW Nana NMSaaV w San aara3 • ALL NWNa"MLLI 11••sW WALL La Sanaa TO OWL 5135 Mina. ala T Te a MOMS an N NC" MaaTIMJ / THE al WAFT LI••N•aE we as as as WWL air MILL N a4YAra• w aa..LV WO a35a= O. • aillo a•l LMR r•• YaaYSTa1 M a 5 as NNW ma was a sae s Tr" ant Ea WS an W LCTLT MW111 M Nay •OLS WNW 5 arra la all own W115NraalaMOW L TRAFFIC Maas. Ma WALL a L•.aa w SST •AMTS •[NERAL M Pea F.1N1•AI M SAT IL a IY ass11I111 M ANC•Y*TNN WILL N TC THE MAT L155 M M w1111a••••WYTWO W>•FEET WTa 151.11la ALWawa REEL NAR••• HMO LOIN WW1FLr W • T•• 1 PeaEMIaaTas MN Er aR NW aE DOM E rY TWIO NIN ••I•LLaaLar awl as sir • In as caw M Gala 1a W W. a Pt4t1S 5556 7111 aNCNTI " MISS as LaCITe M OWN 1N wUaaTla SITAR. IT "LsLL [16755 AT UAW e a saw et T5 a f*555 Naa•Ta a5 MALL ARES • Mala M EaT RET WO M awe [Lan M ITS AWOL an SW as PS.a*TS SITZ 55453 55.75 was a 1•• as • a• • r •5 M•LL a WOWS SA134 WWI NLT WALL N Mal al A las-_ la NM NIL PLAT "YEW Mall 5r.n MALL a IWO a S PAN w11141owaRN 15501T Ls"N SI/WT Ma MALL a LY MY MALL N W WII A "ora M a PCNs LLL[ Baur YPLL SIMS Wart 3 rM Sr •MILS WPM Mae f•1a*TWA WM WO Oa OWL[ • Owes M eaaI1L Wet d ila era) a anal Pea STN NTN La Sala a Ea5 POS as SAM aaSIM•7E WALL N Liaal.L ors as SECTION A -A SI all MT OWL! S iia 111111111110. a as Sala WOW La r Mae ALL IMO ass E Lr as a Ma. rwaawa s aAWL•L MVO POLE FOUNDATION P .; 4 • Lana WI SI a"Ya Llraaal Y/a"W al I W as a 1 ap WA IS "w Waft WM a1MT IS Lar .e 11 a R•i •ii I * 1 11 aE° `II C 1 E 4 I oar a al we SW 7 -F 3 1 1104 POLE FOUNDATION P .; 4 • Lana WI SI •a 5w WT, as SNOT ar Maw as aXal an 11.4 ap WA LT [•554 MILT as ilea LaRN r re Y14 a•i ji" i�rs ! 11 E R•i •ii I * 1 11 aE° `II C 1 E 4 I POLE FOUNDATION P .; 4 • 1 MOSS ran aT IILa — •a WORN. Mil Paa•Ta 1 ev •e alta L"MIS MILL ILLrTaaa— Sae NMINAsCA one r ROWS STANDARD PLAN No 1112 TRAFFIC SIGNAL • POLE DETAILS APPROVED �IL�+t.Yr• awe C ETI EE1 4 Snood not shown T:wst clack phots -call snd ROA not *hewn & GXT / sahr &J. e.t,lpHs 40A $Mr 2 -.4 604 0 u *4 1E0 -44 1e4 } N Ts troff:L Spools Power Sourer on 44 LOA #4 'V 44 N TO Outlet Po War 3-'P4 Po). '• 11 LOA Contactor 111.4 4 N Ti ern1E"tntal r hoods 3.1:rs 140 Aad • Sias Alt. Alleys a CONCRETE PAVING or 175 TRENCH WIDTH Compacted Fill CSMD'AC.reD Itirwe S.EL TRENCH W/ PIPE LAYOUT a PIPE SIZE 4' i" 1" ID" NOTES 1 FILL OARS 1 IML WITH R' SRI AND NORIZIWTAL WALL REINFORCING N FACS COURSE 2 NO 1 MRS R 2'4' C -C CENTERED I. N' 0111 iALL FROM TOP TO BOTTOM 3 INTEMROOF EXTERIOR SIDE N1TN ASPHALT PAINT OR APPROVED EQUIVALENT TRENCH WIDTH (MINIMUM) 2' - 0" 2' - 0" 2' - 3" cadres 121//&40 3 -di* OEI*Iat C,FYVIt 3 -04 ItOv itO. L,jht C:rsa7 t 3-e4 gay IEDv TO NEXT POLE Decorative L ly ht Pott Base. DOOR & WALL BLOCK DETAIL CORPORATION STOP PREFORMED EXPANSION FILLER 2" PVC Conduit With Wires A5 Noted On Electrical Sheets 03 _ 1 0.1 New Ornamental Street Lighting Lurminoire Mc GErow - Edison - Dolor -en Tr difionoire TRD 7*- 3393- no -v Weatherproof /20V Duplex Convenience Dui/et Christmas Circuit 14 Pole, Valmont Industries D3202, Design Mo. 4 544110 Pedestal Pole With Tra nsforrne r Bose With 3 '127W Fixture Wires And In -Line Fuses ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 two/vonized Anchor Bolts /////// Reinforced Concrete Foundation -.:====.214` ' 2r `Dro x 56" Deep 3/4" PVC. Peps Sian[) Rod 10' ORNAMENTAL LIGHT DETAIL 31110 Cord 1OA he Inas Foos. 'Ta Sas v/.a►J sawneetar, W P. cover. GLFX recap F Li5ht Pals San 1 PIf,-in Datsil 6I. D DOWNTOWN IMPROVEMENTS _ MLA OW WaalWIT nn an 11.4 ap WA LT [•554 MILT as ilea LaRN •TWIMILT NOW as li f 11 a•i ji" i�rs ! 11 E R•i •ii I * 1 11 aE° `II C 1 E 4 a5v oar a al we SW 1 MOSS ran aT IILa — •a WORN. Mil Paa•Ta 1 ev •e alta L"MIS MILL ILLrTaaa— Sae NMINAsCA one r ROWS STANDARD PLAN No 1112 TRAFFIC SIGNAL • POLE DETAILS APPROVED �IL�+t.Yr• awe C ETI EE1 4 Snood not shown T:wst clack phots -call snd ROA not *hewn & GXT / sahr &J. e.t,lpHs 40A $Mr 2 -.4 604 0 u *4 1E0 -44 1e4 } N Ts troff:L Spools Power Sourer on 44 LOA #4 'V 44 N TO Outlet Po War 3-'P4 Po). '• 11 LOA Contactor 111.4 4 N Ti ern1E"tntal r hoods 3.1:rs 140 Aad • Sias Alt. Alleys a CONCRETE PAVING or 175 TRENCH WIDTH Compacted Fill CSMD'AC.reD Itirwe S.EL TRENCH W/ PIPE LAYOUT a PIPE SIZE 4' i" 1" ID" NOTES 1 FILL OARS 1 IML WITH R' SRI AND NORIZIWTAL WALL REINFORCING N FACS COURSE 2 NO 1 MRS R 2'4' C -C CENTERED I. N' 0111 iALL FROM TOP TO BOTTOM 3 INTEMROOF EXTERIOR SIDE N1TN ASPHALT PAINT OR APPROVED EQUIVALENT TRENCH WIDTH (MINIMUM) 2' - 0" 2' - 0" 2' - 3" cadres 121//&40 3 -di* OEI*Iat C,FYVIt 3 -04 ItOv itO. L,jht C:rsa7 t 3-e4 gay IEDv TO NEXT POLE Decorative L ly ht Pott Base. DOOR & WALL BLOCK DETAIL CORPORATION STOP PREFORMED EXPANSION FILLER 2" PVC Conduit With Wires A5 Noted On Electrical Sheets 03 _ 1 0.1 New Ornamental Street Lighting Lurminoire Mc GErow - Edison - Dolor -en Tr difionoire TRD 7*- 3393- no -v Weatherproof /20V Duplex Convenience Dui/et Christmas Circuit 14 Pole, Valmont Industries D3202, Design Mo. 4 544110 Pedestal Pole With Tra nsforrne r Bose With 3 '127W Fixture Wires And In -Line Fuses ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 two/vonized Anchor Bolts /////// Reinforced Concrete Foundation -.:====.214` ' 2r `Dro x 56" Deep 3/4" PVC. Peps Sian[) Rod 10' ORNAMENTAL LIGHT DETAIL 31110 Cord 1OA he Inas Foos. 'Ta Sas v/.a►J sawneetar, W P. cover. GLFX recap F Li5ht Pals San 1 PIf,-in Datsil 6I. D DOWNTOWN IMPROVEMENTS UMW WIT WI WOW .ESCRIPTIIN 2nd IST "••AL hi:stngs LT [•554 a. uaL•r YIMMA .r 564. i11 I $1 as li f 11 a•i ji" i�rs ! 11 E R•i •ii I * 1 11 aE° `II C 1 E 7 -F 1104 5 or ,Q. lit r Or 1 3 a M / 3 r Y ' 1 MOSS ran aT IILa — •a WORN. Mil Paa•Ta 1 ev •e alta L"MIS MILL ILLrTaaa— Sae NMINAsCA one r ROWS STANDARD PLAN No 1112 TRAFFIC SIGNAL • POLE DETAILS APPROVED �IL�+t.Yr• awe C ETI EE1 4 Snood not shown T:wst clack phots -call snd ROA not *hewn & GXT / sahr &J. e.t,lpHs 40A $Mr 2 -.4 604 0 u *4 1E0 -44 1e4 } N Ts troff:L Spools Power Sourer on 44 LOA #4 'V 44 N TO Outlet Po War 3-'P4 Po). '• 11 LOA Contactor 111.4 4 N Ti ern1E"tntal r hoods 3.1:rs 140 Aad • Sias Alt. Alleys a CONCRETE PAVING or 175 TRENCH WIDTH Compacted Fill CSMD'AC.reD Itirwe S.EL TRENCH W/ PIPE LAYOUT a PIPE SIZE 4' i" 1" ID" NOTES 1 FILL OARS 1 IML WITH R' SRI AND NORIZIWTAL WALL REINFORCING N FACS COURSE 2 NO 1 MRS R 2'4' C -C CENTERED I. N' 0111 iALL FROM TOP TO BOTTOM 3 INTEMROOF EXTERIOR SIDE N1TN ASPHALT PAINT OR APPROVED EQUIVALENT TRENCH WIDTH (MINIMUM) 2' - 0" 2' - 0" 2' - 3" cadres 121//&40 3 -di* OEI*Iat C,FYVIt 3 -04 ItOv itO. L,jht C:rsa7 t 3-e4 gay IEDv TO NEXT POLE Decorative L ly ht Pott Base. DOOR & WALL BLOCK DETAIL CORPORATION STOP PREFORMED EXPANSION FILLER 2" PVC Conduit With Wires A5 Noted On Electrical Sheets 03 _ 1 0.1 New Ornamental Street Lighting Lurminoire Mc GErow - Edison - Dolor -en Tr difionoire TRD 7*- 3393- no -v Weatherproof /20V Duplex Convenience Dui/et Christmas Circuit 14 Pole, Valmont Industries D3202, Design Mo. 4 544110 Pedestal Pole With Tra nsforrne r Bose With 3 '127W Fixture Wires And In -Line Fuses ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 two/vonized Anchor Bolts /////// Reinforced Concrete Foundation -.:====.214` ' 2r `Dro x 56" Deep 3/4" PVC. Peps Sian[) Rod 10' ORNAMENTAL LIGHT DETAIL 31110 Cord 1OA he Inas Foos. 'Ta Sas v/.a►J sawneetar, W P. cover. GLFX recap F Li5ht Pals San 1 PIf,-in Datsil 6I. D DOWNTOWN IMPROVEMENTS 5ROJ 'C. /999-3 , /99y-,5 .ESCRIPTIIN 2nd ST = L/Aartvas ,t . t -Joan hi:stngs City Engineering LSGN IT Dlvivl PRN. 3? - WMw_ RATE ICCNTRACTNR 3-!y' IT _ IAIINLTS PMN 5. !Ira/��r•-/ /9 of Z7 • n r Z D r 8 $O OD O z 2 rn 5 b PLAN HOLD CORPORATION • IRVINE CALIFORNIA 5 z 0 0 0 2 0 8 4• ee--5d0EE 4 • END ELEVATION SQL ELEVATION SPE 4111/4I►TION 404 CONCRETE COLLAR TAIL( 01 QUANTITIES - rw -+ r A1JB1�0 H 1 • 1 ' , I2' • O l 4 2• adialrO wan 041 CU 40 no OM= on 4 • 4' • . tBI1tBB illainfl ___ - mosirisloonseram 4• �• yfiB(l Si1 tIMPIl 41• ra,nw- • n -- JD 4• 444- E•' Iii• C11 • - 00' 4' 5: 4• 41 4' 1 DIT . 0' OS' M 00 Y L 03I fj r s' j •44 4.- ill IT' D j 45' i' } • 4 • r' am 'I ' M' f • i 014' I•• e' ■ - u4 • . *0' 4' •• p p . 1J► sl ' 44• 4• 4. EH. 4'• T. LIM . . 72' 4• 4• 7' l'•P M' • ' 0 i — 74 r•• J40 . . 44' r 4 e W-4. EN ' ' u w' n• F I D• X76• 1 w 1 115 .r a f fY L ,-- �• 5- 1 m•mo >i 1U f --'ar t ammes —, at.— NOSE 4u0NS SCIIESULI OE SASS - rw -+ r A1JB1�0 H 1 4 1 ' , I2' • O l 4 2• adialrO wan 041 CU 40 no OM= on 4 • 4' JI% . tBI1tBB illainfl ___ - mosirisloonseram 4• �• yfiB(l Si1 tIMPIl — ra,nw- • n -- •DEIAIL OF COLLARS s -M --I .Ewwc.lu atEt 1 1 $U*AERA •ESMEMENT M SOARS STANDARD PLAN N• 425 COLLARS ANO ELBOWS FOR CONCRETE PIPES SAT Li u *mom A uR S A A rrnialgirraillirr . 4.A A B T H 1 W CONC FOR 1•P UL I2' 4' 4' 2• 1 4' g `` aJJ J. Alacla, 041 CU 40 19 • 4 • 4' JI% 1 4 005 • - II' 4• 4' Si1 - 11 00? • • 44' 4• 4• 444- E•' Iii• C11 • - 00' 4' 4• 4• 41 4' 1 DIT . . OS' E' 4• JI4 4-1'4 03I • r s' 4' •44 4.- ill - 0.41 45' i' 4' 5 • 4 • r' am • ' M' f • E' 014' I•• e' ■ - u4 • . *0' 4' •• 4' 4•• N' 1 1J► ' ' 44• 4• 4. EH. 4'• T. LIM . . 72' 4• 4• 7' l'•P IN • ' Ft' i • , r•• J40 . . 44' r 4 e W-4. EN ' ' 4 -0 CONCRETE PLUG FOR STORM SEWER NOTES at SNOW 714 J444A it CUM '+1 -IC NU w 'In iv' OSE PLASMS ne MeV d4 LS SIM 0.444 4. 4P1M Se Maa "I Man Oro 041TK•r row err earn (Se 4R4 4fE4'4M Iig1 SUL 4e/ I[ M14 an 41,44 Ma Sat If SSW I . 140 Saar IT nom, ne 1.011 MrS1E/T 41 NMI( f II S-fs-0. EZrtmm 4rr14•il SIN4 DATT ES SI►TI„O---;- ,sp yr NESSASLA DEMITMENT Of sew); STANDARD PLAN Na 421 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS ANIONIC. ft..UA11” 1514 SCALE AS g `` aJJ J. Alacla, NO. 4 BARS 411 12' CENTERS LS IOASYYAY DESIGN ENSINEII e-45 ELLS 4•-45 ELLS 4'-45 ELLS20 ELLS GAS RELOCATION (BY HASTINGS UTILITIES) GAS RELOCATION 'NY HASTINGS IITIUTIESI •t - --.r-41 .ELLS 4'-45 ELLS So' 1 4'-45 .FELLS _-- - - - `4'-45 ELLS GAS RELOCATION (BY HASTINGS UTILITIES) 4'-45 ELLS ----tar Tr 4'-45 ELLS 4'-45 ELLS 20 �4•-4S ELLS GAS RELOCATION (BY HASTINGS UTILITIES) REMOVE EXISTING WACKY SECTION A -A BARRIER CURB RELOCATION DETAIL STATION 327+22.7 LIFT BARS AT CORNERS OF SLA N• 4 VERTICAL WALL BARS UNIFORMLY SPACED AT NOT TO EXCEED 16" CTRS LS SPAN Y 4'-0" S 1/2" 5•-D" ON 6'-0" 9 1/2" SECTION X•X W 3'-10" 4'-10" 5'-10" x it -4" 74-4" E'-4" 2 5'-4" 5.-4" 7'-4" TABLE A GENERAL NOTES PRIMARY SLAB REINFORCING 05 / 5 1/2" CENTRS. 15 1 5" CENT'S. 05 @ 4 1/2" CENTRS. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "47B THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST IT SHALL SE SET IN A FRESH DED OF MORTAR AND 'POINTED UP INSIDE AND OUT THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OFA REINFORCING BAR, SHALL BE t INCHES EXCEPT AS SHOWN I. M CYT /NM Y.TI I PIWII WWI 411N1NT NO II'S N'S WI 114 4.101170111 100441.10• INUITS 151.1 1 SAMTI 4IP•ANE •LIT • •NUT'S MAMMA ""• MPS IliS 1110•11 IN MANS •1"LITI L I I I .-'S .LIT 4 -SS SECTION J -J CATCH BASIN WITH GRATE DETAIL Y -S•-0' TO 14•-0' L S.-0. GUTTER LINE LIMIT OF GUTTER DEPRESSION FRONT ELEVATION OF CURB INLET THROAT / 12 N' 5 r 31-0" DIAGONAL BARS, B REOICIP . J i 4 IL A • 4 (PRIMARY SLAB BARS DISTRIBUTION BARS • 4 Z-LS+1o' MANHOLE TO ELEVATION DISTRIBUTION REINFORCING 05 S 11" CENT'S. 05 S 10" CENT'S. 05 0 9" CENTRS. TOP SLAB CAST IRON FRAME i COVER DEETER FOUNDRY NO 1030. 450 LBS. (OR APPROVED EQiSLENT) GROUT, BRICK OR 21' PRECAST CONCRETE RISER W -J 5. L S • 2' CLEAR TYPICAL. + . .. 4 1 Y HORIZONTAL WALL BARES NO. 4 BARS Q 12' CENTERS 1 VERTICAL WALL BARS N0. 4 BARS NO. 4 DOWEL BARS TO MATCH VERTICAL - WALL BAR SPACING I4 PIPE WALL THICKNESS 1 . DISTRIBUTION BARS FLOWLINE OF MANHOLE •- - - Y t PRIMARY SLAB BARS • 1 51 4 SD SX { MANHOLE DETAILS B NO. S SARA; G S C -C CAST IRON FRAME S COVER DEETER FOUNDRY NO 1150 OR APPROVED EQUAL SA r ■/ IPE WALL THICKNESS M►� Ez� PRIMARY SLA& BARS X-LS+2/' BASE SACK OF CURS, HORIZONTAL WALL. SARS NO 4 SARS 0 12' C -c VERTICAL WALL SARS NO 4 BARS NO 4 DOWEL OARS TO MATCH VERTICAL WALL OAR SPACING DISTRIBUTION BARS CURB INLET DETAIL CATCH BASIN DETAILS GUTTER LINE STRIKE LINE } II II -1IC TRANSVERSE PIPE PRIMARY SLAB BB'S SEE TABLE A DISTRIBUTION BSS SEE TABLE A PLAN OF INLET THROB 1ST GENERAL NOTES BASE i WALL DETAILS SHALL BE AS SHOWN FOR MANHOLES. INLET THROATS TO BE CONSTRUCTED ACCORDING TO STATE OF NEBRASKA STANDARD PLAN 443-R4 CATCH BASIN TOP FURNISHED WITHOUT LIFT BARS. SHEET /C 0.7 1 Hl NO ININA 10 IJW 110111\Im IPS/ O tl3OW(NJ AO 1I(kIO! 1 x 0 r 0Y PLAN HOLD CORPORATION • IRVINE CALIFORNIA H39WflN ONIMVHO H39WflN ONIMVHO H39Wf1N ONIM` UO HORIZONTAL WALL BARS �2" CLEAR TYPICAL NO. 4 BARS 411 12' CENTERS LS LS SPAN Y 4'-0" S 1/2" 5•-D" ON 6'-0" 9 1/2" SECTION X•X W 3'-10" 4'-10" 5'-10" x it -4" 74-4" E'-4" 2 5'-4" 5.-4" 7'-4" TABLE A GENERAL NOTES PRIMARY SLAB REINFORCING 05 / 5 1/2" CENTRS. 15 1 5" CENT'S. 05 @ 4 1/2" CENTRS. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "47B THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST IT SHALL SE SET IN A FRESH DED OF MORTAR AND 'POINTED UP INSIDE AND OUT THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OFA REINFORCING BAR, SHALL BE t INCHES EXCEPT AS SHOWN I. M CYT /NM Y.TI I PIWII WWI 411N1NT NO II'S N'S WI 114 4.101170111 100441.10• INUITS 151.1 1 SAMTI 4IP•ANE •LIT • •NUT'S MAMMA ""• MPS IliS 1110•11 IN MANS •1"LITI L I I I .-'S .LIT 4 -SS SECTION J -J CATCH BASIN WITH GRATE DETAIL Y -S•-0' TO 14•-0' L S.-0. GUTTER LINE LIMIT OF GUTTER DEPRESSION FRONT ELEVATION OF CURB INLET THROAT / 12 N' 5 r 31-0" DIAGONAL BARS, B REOICIP . J i 4 IL A • 4 (PRIMARY SLAB BARS DISTRIBUTION BARS • 4 Z-LS+1o' MANHOLE TO ELEVATION DISTRIBUTION REINFORCING 05 S 11" CENT'S. 05 S 10" CENT'S. 05 0 9" CENTRS. TOP SLAB CAST IRON FRAME i COVER DEETER FOUNDRY NO 1030. 450 LBS. (OR APPROVED EQiSLENT) GROUT, BRICK OR 21' PRECAST CONCRETE RISER W -J 5. L S • 2' CLEAR TYPICAL. + . .. 4 1 Y HORIZONTAL WALL BARES NO. 4 BARS Q 12' CENTERS 1 VERTICAL WALL BARS N0. 4 BARS NO. 4 DOWEL BARS TO MATCH VERTICAL - WALL BAR SPACING I4 PIPE WALL THICKNESS 1 . DISTRIBUTION BARS FLOWLINE OF MANHOLE •- - - Y t PRIMARY SLAB BARS • 1 51 4 SD SX { MANHOLE DETAILS B NO. S SARA; G S C -C CAST IRON FRAME S COVER DEETER FOUNDRY NO 1150 OR APPROVED EQUAL SA r ■/ IPE WALL THICKNESS M►� Ez� PRIMARY SLA& BARS X-LS+2/' BASE SACK OF CURS, HORIZONTAL WALL. SARS NO 4 SARS 0 12' C -c VERTICAL WALL SARS NO 4 BARS NO 4 DOWEL OARS TO MATCH VERTICAL WALL OAR SPACING DISTRIBUTION BARS CURB INLET DETAIL CATCH BASIN DETAILS GUTTER LINE STRIKE LINE } II II -1IC TRANSVERSE PIPE PRIMARY SLAB BB'S SEE TABLE A DISTRIBUTION BSS SEE TABLE A PLAN OF INLET THROB 1ST GENERAL NOTES BASE i WALL DETAILS SHALL BE AS SHOWN FOR MANHOLES. INLET THROATS TO BE CONSTRUCTED ACCORDING TO STATE OF NEBRASKA STANDARD PLAN 443-R4 CATCH BASIN TOP FURNISHED WITHOUT LIFT BARS. SHEET /C 0.7 1 Hl NO ININA 10 IJW 110111\Im IPS/ O tl3OW(NJ AO 1I(kIO! 1 x 0 r 0Y PLAN HOLD CORPORATION • IRVINE CALIFORNIA H39WflN ONIMVHO H39WflN ONIMVHO H39Wf1N ONIM` UO 1 1 • MACHINED T PONBEARING SURFACE / 24' ADJUSTMENT RINGS 16" MAX. STANDARD PRE -CAST CONIC SECTION - (---(ECCENTRIC SHOWN) Ni 1 1 ea z " MIN, VARIABLE BO" ELL CONC. GROUT NVERT 2' SLOPE MN. PPE. TYPE & 82E VARIABLE OPECONCRETE PPE EMBEDDED V111-• (--PPE SIZE VARIABLE STANDARD MANHOLE & PROP DETAILS «O SCALE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 bitch Y - Brach Mom or toterol Sewer Riser Moin or Loiero/ Sewer No Scole Note Ell 40 Anchor Bois Plugs for risers to be furnished i/ need- ed or specified Riser • 4 O (56a long) Bors, Anchor to bon*, / wicker pr n length of risr � 990 • E// 7J11�,�1 i,� - Brooch Y — BRANCH and SERV/CE R/SER DETAILS 3" forth fi// 2 X 2' s e' Concrete Support Ground Line Cost Iron Mochined Frome and Cover 45' ELL d PI ' e Sire Voriob/e 45 • £//. 9 " A' /81 Concrete rt - LAMP HOLE DETAILS rttr-4- 18 • bi 1 1 1 1 1 1 1 1 1 1 r No kola a 1 1 1 tee - Ow •Lie MIIr,sons isser) 9 $ TYMKAL MW aEEIIMf/f PAINTED CROSSWALK GUY OTHERS) - t 20 RF BUILDING LINE 81Y100 LMIHYi Peas•= 4 IOU* Y MP- ISICI w 40' t) 11111 Int Olt '1 7W—_ s MILL fE' assO moo Me a saw rime or soli air SS n AW IntDols Sac puai . 1EIIIeEEE1[ K w sLrE sr sr sr alba au IF SAS a arrr fl Mai a E 43. / /ILtdlll/ IICN {r arLL n Man an eLWSW Sem 9' MKS r DEET SS SF ANS as 7111[ a masts aura JMW s sar _w 4it041464174 I FiY1iEIIMISSIIN Attila 1101=11 'MLI alas W w SWV SPE Saab P" of sawn w as wan as A IINSJMIC'EMl r ca% w SOW • JrflallSL AEIELSIM a% ARS Salt AW Stall r area SSD FDIC Jssa .aeons sr at J ugassists. Prefect [ tk • rimiest n„ - - .... Jew T.S.SAT CURB RAMPS MK THE PAMOIOAPPED 2nd STREET AUNT AMLu4 IILSR -, W r X r An • iris issiedre Kern pow.meucrmv Jam' GEOMETRIC DATA TYPE I CORNER DETAIL SCALE . NONE JOINT SEALING FILLER 1at- f EXP. JT. NOTES V PREFORMED EXPANSION JOINT FILLER MALL EE USED PON EXPANSION JOINTS UNLESS QTMEAWISE SPECIFIED EXPANSION JOINT DETAIL. PEI SEE CROSS SECTIONS CURB DETAIL 1 AIM PROSECT Q. 2 ^4 -STREET SURVEY IL • 3D 20 b 0 1 3.3.73 GEOMETRIC DATA TYPE II CORNER DETAIL - SCALE NONE JIMIT SGL1AS /1MIDTM Or ow ask rr ALLGF r4•4 r &V•Llwi • ✓SII Mit 4ISISSSL arns -- •• • zari r MSS SAWED RACriON Jar 1 IMMO a MSS IR SS SW • Mtn IR at ALIO Oar toss ea w1s e, an le maw met) 7PPicec MANHOLECars AttlrsrmaiT ems AMIIMnLES • SAMa'rs / Lwin woni r • • at It Ilia CNA/R GET. LIGHT POLE, PULL SOX. ORNAMENTAL LIGHT, FIEF HYDRANT, AND TREE LOLATIONS MOWN ONLY FOR JOINT LOCATION eal "PROD ECT •. SURVEY lL, 30. NOTE DELETE BRICK SANDING THIS CONTRACT- JOINT ONTRACTJOINT PATTERN OF SIDEWALK SHALL FOLLOW CONCEPTUAL DESIGN AS OUTLINED. TYPICAL CORNER SECTION *CALE T - S' STREET _ O 20' { 10' n s' r N GEOMET LC-IDAJA TYPE DI. CORNER -DETAIL SCALE; NONE vs" LL �T ll • TREE GRATE DETAIL 7500-A TREE GRATE DEETER FOUNDRY, INC. JOINT PATTERN TO HAVE APPR3IMATE 10 FOOT SPACING, EQUALLY SPACED TO MATCH WITH EXISTING DRIVES AND/OR NEXT INTERSECTION CONFIGURATION. Tree Grate. 4 0 0 n o - v • o C Z z F . i < a Z S z 5 i :4 dIra TRAUMA R • i � 1 TREE. GRATE BARRIER" CURB so' ;::—D , MH NO i994 3 , Mir,- 5 •ESCRIPTIM1 2nd ST N rrywas Tr .sr J•sni# kgs City Engineering MMR IIT DWM YTE TRACTOR .-9y on ST r001 Tann 4.11 3 y ;— G -4 r u 4 • 11•11R.+• •••e MTM T . OR J, ••.TINS Iww•NT TYPICAL INTERSECTION JOINT PATTERN ayf • N BLD DOWNTOWN IMPROVEMENTS MH NO i994 3 , Mir,- 5 •ESCRIPTIM1 2nd ST N rrywas Tr .sr J•sni# kgs City Engineering MMR IIT DWM YTE TRACTOR .-9y on ST r001 Tann 4.11 3 IID! /9 of 27 r NOI IVHOdHOJ OIOH NV ld VINHOWIIVJ Z x 0 0 0 • i 2 m 0 8 5 b SIGNAL HEAD CONFIGURATIONS S --SEN VES-TRAFFICSIGNAL- ANOINT 75-- SEMITES 7ESIESTRMNSNNAL-ASSIST NUMERAL - YWCA115 NLSNR OF SIGNAL HEARS PER ANEMM. V WFFWI( -IP' ITL• -M) MMOTES OPTICALLY PROGRAMMER SIGNAL ASSEEUI.V TS -2 PS -2 T -1IALTEANATE) PSL) TLS EXISTING NESE TRISRIP_S R ass.. ...s.PI{411) SYMBOLS PROPOSED • DENOTES SIDE SIZE aa�*well I MMEMn ') • r rK LIMP WE -1• • I f �— 1110— ppb PP'S f4 e- • L�— -1MCNW GUY U� C5.) 071• SPARE SIP DESCRIPTION METALLIC (1•AIRN/r GWMR SSS V CSRIIYIT IN TRENCH OVERHEAR MEWL! SLR NRECT.URML CANE VMIL'LE DETECTOR UMINLL7IVE LOOP roes VEHICLE REncWSR YAGMFTC TYPE) VEHICLE INFECTOR MAGNETOMETER FYN PEDESTRIAN NAN MUTTON OINTDSLLER ANS CARNET TRAFFIC SIGNAL HEAD TRAFFIC SIGNAL HEAR MTM SACKPLA TE TRAFFIC SIGNAL HEAR MIM TURN ARS TRAFFIC SIGNAL NEAR WITH ALL LENSES OPTIGLLL Y MIGRAMMED FLAMING *SACS,' PEDESTRIAN NASAL MEAD LUMINAIRE ON MAST AIN LUMNIAIRE ON POLE TY 1NIDS POLE WITH ARCHON Our PEDESTAL POLE WAN WIRE SR MAST ARM METAL POLE NULL ROE WITH WARE =MUTT SEND POLE FOUS TNN MTH SPARE CONDUIT EENT INN POWER NYE TELEFOON& NYE HYDRANT UNMP GROUND UTWTY 1 LAYS FAIR ESL MEADS SMALL CONFURM TO THE STANDARD NT SV rose /MTITUTE W MANISA TS ENGINEERS LITE) ALL LAYS MALL IF ISMSYES FW Ib VOLT OPERATNM AMD NAM A STANIAR, GRASS SCREW SASE THE LAND MALL HAVE A CLEAR SLAM ENVELOPE ANS FURTHER SE IN COMPLIANCE elm ►ME FO.LEMI NG NOMINAL LITE I/AITIAL OwTTAGE NNURSI LLRMNS rSRMI-LE IM IYISS4S NMI s �I LIGHT CENTER LENITN LAST IWM" EW a- a MANIC --SMAC ANSI Pattraa.W SAL AE451 SMALL EINPIS. • INE M AUAL OM SFS TGAFFIC ONTRSIL siva LATENT EOnSSL AVALARLI PROM FNS U.S. NMRTMENr 51 TRAM RrA f/SN FED.IN HFGINIAY ADSMTRA7NM ANSI TO ME NEUWIESEMTl PM LENSES SET PORTS EV TME STASH FOR ASwSrASLE FACE WMCLE RSV ANTS. SSW. NES I.•TEST ENTNN AVAEAELE FROM TIM SST11UrT OF MANWORTATUM MSS S ISM /IP (GAMS FEW RIGS. AS TWO ISIS ANS PAGE ISISUSIIIS C2/ STANDARD SIGNAL FACE ARRANGEMENTS SIGNAL FACE NOTATION KEY Y-- ALL 1 SIGNAL LENS -T--ALL 12' SIGNAL LENS COMSINA TI'S E"S /2" SIGNAL LENS / Rn 131 r21 4 - I LSIGNAL FACE A TRANGEMENT L NUNS OF LEMS /N SIGNAL FACE E21 TT 122 372 RID ITEMS PE -r- REMOTES SPEWSPEWSIGSIGNAL - As-0 LINJE4FFA . L MINS DES1bAM LGNAI � HUNGER Of FACES VERTICAL SIGNAL HEADS E21 rid 125 721 732 T22 PEI T42 TE 1 PLI Ts2 1i0 Too 0 TRI AI HORIZONTAL SIGNAL HEADS TAI 0 FS IRR TA/ 11.14. 714 I.I.•140. Valls AI III IS -11111 FL LO I N i K I 7A. C OI 'DIC 9 IS IRA RI _Jura F• I 51 -r.. uPDA1 ED REL NT L- • _' JI Mt Vi.lr. I i r .0 NOG, STAN_. -,J FL:.h NE 910-R1 SIGNAL FACE CONFIGURATION AV1'MJL tL JUNE I MOE I' • / POLE CG.•LING SEAT ARAITEI. � PALMER SLEEVE/ OM 1-1 1-2 FOR WOOD POLES FOE STEEL PULES t-2 FOR ALU(IWIR POLES I-3 CARLE GUIDE NEEDED ON ENTRANCE 'RACKET ONLY t-4 ALTERNATE) POLE BRACKET INSTALLATION DETAILS f- .1 FIS- u • a I.Ar. FLY( LSE N11N TNREI NA'JIS F FON USE NUPE YACKPLAIL PEDESTAL MOUNTING DETAILS • F ' 1.1 SLuId1LCI SJ1uLF SN -1 SINGLL ENTM(XE RANGER r 1 1/i'Plrt CAP _lI: 1/4' TIL PIAS btu. 1/4' U 'DLT CLARY + IN G".1— SID. VIE. TE7r,Dr - STM RINE it 1/2-hpt CAP SIE SiR( TSL RIND NOT I.un —"Pc- I. P — L ;I`I\ 3/6' Ily.l 5/1E' SOLI • Ir •.LT DETAIL ENG vIEV A r— 12' If IT A ICL % N RLI•• r ! 3/16 B 1 13R iCI.ET EOR POLL MOUN TING ONL WAY PEDLSTRIAN AND VEHICLE SIGNAI S ,ir, Poi. MAC al T \ig 1N51ALlAION A` A TRAFFIC SIGNAL I'LAN MA 1 MAST ARM MOUNTING ATTACHMENT AITATAILL COWL LNG MST ARPIN AAS • 1 \ 1 bl°l6 S 1 1' NDRIZUNTAL E, YLITI:FL T DIG II 2' SIAMPIPE SLIP FITTER (IU/'LIMB 1r (IIWUFACTOIER) T- M-1 STING tPII r ISPOT VELD LENGTH AS REWIRES TO PROVIDE TRE SECIFIED IW4M SIGNAL ITIRG HEIGHT 1 I17.• _. " E L• V TSUDEI (OAS ENI) \ NIPPLE LKANur � M-1 PAUSING SED SPOT NEL MS CONTRACTS* Ism DIA. NILE N/1' I D RUNK r(n1ET END MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION RA M-1 NTING LENGTH AS REWIRED TO PRE THE SPECIFIES SISIGNALISMTIIG HEIGHT NIA ; ADJUSTAI(LL MAST MEMMEMMO/ \TING 11.)RIZO\TAI OR VERTICAL INSTALLATION SIDE YID I � r - --1€ l/2•— _4 • • yLF A 'TiET��. • - 4 _ ~W CLOSME ASSENLT (SLE DETAIL) FRONT VIES K 2 BR At KET FOR POLI NKR NTING TWO NAl PEDLSTKIAI. AND VEHICLE SIGNALS SPAN WIRE MOUNTING DETAILS NOTES • SLISCNEL (AMIMI - P&AT.0 Y SUL1 70 /t INSLR•1. Ail(L SIuN•L M70 ML ILIA PuMLL c 2 INCA PIP. COWLING ■ LE GUIDE, 2 INCH FIFO A. 1..I Nr( ►.1. SOUK AND SSP [Dui 1 .L A,..AAHLA I 1.I 1 Imo, 1lMIN. LAA.. CMIPAH•PNAI G :.,TTNA Llr� SERRATED SIGNAL INCUS INu 7 -ARAM/ PIPE COUPLING -7 Loc. RASHER Loc. Nul LTwE••FI Prat NIPPLE DETA I l A 0 SLUTATEL LOCKING RING SERRAIED 90° LULA A SPOT NELDES Ir CONTRACTOR SEE DETAIL 'A' - SEISM PIPE 'T' M 'CASES' SEMITES SIGNAL NOOSING LOCK Sasso Lacs NWT I Ns (USE/ INTERNALLY) To EE INSTALLED AT THE SPECIFIED ASTMS 1 3/11' DIA. NW Q' I S WINED MMI INTERMEDIATE MOUNTING A'LSCHMENT FOR MAST ARM INSTALLL/ION SPOT WELDED DY CM.TRACTIO CLOSURE ASSINLT (SEE DETAIL) LI LENGTH ASIIMINIR PANSY TRE L R.IINTLNG ING . T --SWOT WELDS CMTMCTM SEE DETAIL 'C' -VIA INLE- 1tE INLET O 6R. SIGNAL BRACKET HORIZONTAL MAST ARNMJNSTAI IAnn? I FOR ASSEMBLY WITH TYPE MA 1 MOaTING GENERAL MIMES 1 ) PIPE CE(RLIEss ras SIi*I MEETS MALL EI EITHER 1 L2 INCA r 2 IICNSSMIILNC WM THE SIGNAL HEAD TO MB IrtTAO4 SIGNAL SEEM FALL M PISIISAEIM TIDE FYNUFACTUREE M TIE Sliwl WADS 2.) UNLESS 114Er111 SPECIFIED AICA IRFIED RRATAPLANS. ALL TRSE A MIGHTAFFIC SIGNALS TTEai� TTM RMAT OADS MALLTRAFFIC SEGAALM�MT'pf +W MI PEEWITS IPI SIGNALS AT A MISDF I AMAMAn 7O TS MTTM IF TIE SIGASL NEM l.eINM M MCAPLIAT.. 3 ) ALL slaw. ISS FALL DC SKI IN UCH • MINER AS 1 DE MSILi SENOR FRS NEI* SUPPORTING STWCTURE 4.) DEE AAS no NIT MBAPFIc slays tnvALLE4 ON VAI WISE MALL M IWIPPEDMOTR • TIE NIDE 5 ) SST SEALING CMOOND EW.S DE AID IN AMBITION TO MT LEM AMT'S IEW111 SD CIMT IN A DATER TIMI SECTION MTYEES T -S INA- DEAD ANI MILT IAS SCUT. 6 ) SIGNAL NEMS IML. DE SECS AFC IND Ti. 71411 SESPELT ISE POSITIONS ST USLD SMWTED GAM I NS M OTHER •CC1MaIES rwL Wla ST TNI SIGNAL IWUFACtisER DETAIL B TAMPS PIPE NIPPLE Mau is Lusa SEEMTEE LOCALS RING LOGE NSA Pin 'T' r 'Gans' LOGE tut DETAIL C Lunt ICA. (OCYUT -- (IF NEARED) = NE■.IFl1E M LEON Num* PINNACLE SPAM TEE CLOS/ME *SWISS TYPICAL ACCESSORIES • !EV w ArCISSKA KPArver OF N(TADS STANDARD PL i No !II DATE DESCOI N NEVIsIM s SIGNAL MOI.JITING APPROVED 1 WI l Y-1 WG GWIFALLG M FNAML •M1 COLA HALL DE MALMIYED 10 FIT FS AND SEA TNM CAST MRN 1 Lni •I LN OF IN LAR1Ml 1 HUNFWCWG MRA AT CEITEIN '1 Y MINWYM1 IN •RLF1AIMLDE.,AMMIA IOW FILLER T1 WITH 11 NWT I SG MSS TE GUARS AGGNL AIL S 1T; I • .4 I, , L temps AA_ MOW 1 411 . i 411NFNHIJN4 SAM YCIILW NY PULL BOX, TYPE PB -2 1/2 PIN MSG EIVANSON SST FILLS TO SPINS Matra CLRCITITE TSNUJIT DIMEUND CHECAAS MAFAGE SEISM 11•11 IEATSC 5INFACL1 or IDDM.. ANO DOER MAN 1E MASSED TO FIT SAM Nal I VERTIN ST MM sr CHARMS IIF 5 EARTH) Tei ass: .{I 1 DAMNPin LM.ULD AT 1A MINT W PALL WA L ONUS AGGHEGAT1 ILC DIN. •• PULL BOX, TYPE PB -1 SASS CALCREI MOVER. M,.'. -4t_.Lstl4J •CJr J4J ('..10 1.5 pc •4o• p4P.`4d4 d4J .. ... ....gr."... yJr .•d DA.JGV�{JG.FPJ• CG Jr.) TM Sr OF INANE AMO COWL N DIAL LUVIN YII H NYWLH SEALANT CAULIAAS AIPIDANMTI ENOSONAS TTM A O C MG Ir S' It IM N ar M r r 5 PULL BOX, TYPE PB-54cPB-6 NIL MAY 4E1 44 1 Ml LLDE*•LN M SUMAS •11.4 SISAL 1F W.1ML1N Cock( It TO SASS MUTTON MINSIETE MIPSALK • 1551.4 vAL.L SST PULL BOX, TYPE PB -4 NM SEATS SPACES Of FRAM/ MA SWIM DIA.LL At NM:POOR TO FIT NAM AMASS TON IIMIN 11 A" SISUIP MONS I DTT Si KALE 1. AS D11NF �e IC EMGita( KNEE• NOTES -r NAL INOLS TYPE *I SU. NAVE SE OARS SO 1061 ANA CAS, TM PLUGGED AT SON ENDS mu/ 1A1 IIMA SOL AND TYPE Of PITTS'S PS TNT TONES SUIT FullOidisLO COSCIEETE SSA 114 CLAM 4/0 43A4. SEM MUCK SSG SAM MKS An pas AMIS THE ITEN 1ULI. D AL TIM Mr MIS AMALGAM FM PILL MATANIAL SHALL N COSALD DI CLEAN MAO SAILA NM UMMATIS PAR ASK SSE, MSS OW 11•1 ANL AM NM UPON SLIGHT SION S WAN TO THE PULL OM OR MIS OM SKR ITS A. SMS. TfillIMATIONS Amt. OM MALI. ft 1 MD ASH SALL IA WAS itc TVA PG 1104 MASA P lat OSA SOW AM WITENIND PGA 1111111ALLATIL SISRFACIII SAS OUCH Al MSS OR SUMMES GAMS MALL It MIA LIP Ori U GM PSIS TA SKR SIONI VD MS AA {LUSO f SAM D SNATION SSW TIM MSS MAMMAL SS LDS IN NI I PUN IS SEM /MALL OE SIMMS MT* AN ANT*, SS Ara PA1 T ERN MO MS FIT SUFFIGIONTLI TOW TO MST I 1.01$1 1117 ISNOT. 14AL. ASS TVM Mal ANS VS MI Sal. OA CA USA PUN 11115 SPE SG MALL GI CAPS. OA SIMI TWI P1114 MID MN ILL/AUNTS 4 IT•11441.- MO NOT INTAMMO TO SS COCAS RECTAISSIA INAWMICTIM SWAM AM NSA assors.• WALLS 1M Mo. OS SALL MT IMPACT SAL NINST5 IN IS 01•11 ONSTALLOS APS SAS 1 NMI 110171111•00 was • *raw siss SAS TOM ME *I TAMA. MICANGLE SSA AM III PORTLAND ISMA ITIA4 111 1111 POLIGITIA Mal DIMAS NI SIMMIIMMAT NO AN SIMPISTS ASS SON SAS TAW MOVE IPICUICATIONS PM SHALL SS 1111•111171.1i • ACASSICS SOTS Sm. NOT auto a• TIN GO S• PINA sags F P ULL ION SRI SAIL NE NES RICUTIELT • P. SS OF Son•Al Mid IIII•GIFICAINIM 64 dr ANILIMANS MK SW ISAWALINI OW PER PI Da IMMITHATILL aRETE CLASS AM SS SLAM FS SS PHYSICAL *IS AIRPTANCT MATERIAL MISS Mai ma ..MLL WAS SAL L SSTs' Raul to 1 • AR Sy FASIONS6 uf SW I ar STANDARD PLAN se; 9:4 AS Ft DersoasEll - 2nd ST. AiassvAss 71" st,/orsfriv Hastings City Engineering SCONTRACTINt 20—its zer- nvq N M un IN AR Mll]MKHM VINHOJI1V3 3NIAHI • 0 5 2 0 0 • Nr