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HomeMy WebLinkAboutPD1993-32A9 9 1 VI J t • C+ L.20 Note Contractor will have all utilities located prior to construction F. /4th - LOT = / 000 Sto 0t87 Begin Project LIS odr44e 2/4-704-1 /mfnl•r7 Na .J 0 6,1 • 5 /05 E /4th 5 A5FH / y AiA \P q,11r FARKING 2000 11,44 51 it" 5/r • w 2" MAIN ENCS • /2/ E /4th 4-P/ex 2 -Story Wd Franc 375' 44 N • —J 4100 91 • 123 E /4th 1 -Story • TJ 5+ )0 49,n v,NEO 0 AgpH 95 ,r Cx- - • c S4°i. — _L Note Cc returns r Tnis w.il of 8" ('r, d' , , J., -I ""9.(i 21.h9 t • Note Cc w' - 1: - all retur • tI I' 6(I 1 „/o- /5 5 p a V 9 ' 9a 24 r / 1 / 4114 Co' IC' 512 of S' / Fractonai Sec. 6-7-9 ."4 Found copper p UC) in concrr`e y,a.c Tr` t np " LOT \I / t24 J 77 '' 55 5 k 'o' •,. • • 194 I" -1ii -L !lurid Type DT Handy ap Ramp cs 1 seeded r 52 2 • BENCHMARK INFORMATION CBM #86 Brass Cap SW corner East Side Blvd/14th St STA 1+1 3 32 5' RI' 5levition 1917 65 I 1 E Side B/vd. /92000 /9/900 /9/800 /9/7C 0 /9/6 J0 S' A 0487 to 2t+03 T tczl Exca,.at,on 1,794 C.Y. 1r' Be Hauled to srta Jet$ermined t, Lne neer Cortracl r3r shc'u : ❑ I IJte •itis rs for information only amp cos of crczeeLion w111 .'c' 1n:.1 100 1 unit price for H PCE=ernent STA 0487 to 25+03 iRemove Street Pavement 1 7,414 S.Y STA Q+87 Begin construction • a n• ,'00 E /4th /-Story Wd crams 52 3 /02 E /4fh /- Story ,'/d Frame • • GONG A w • • • /06 E ,4th /- S'ory ;',d Frame 51' I L J t //0 E /4fh 'f /- Stormy 1 / Wd F-ome00 1 1 "1 577 //2 E /4fh /- Story Wd Frame • 000C1 1 541 2£ E 14th 'or/ Vol crone REMOVE PRivE APPUOACHES h -- --4 I STA: 1+50 Lt = I "3TA: 2+03 It = 73 S Y j STA'. 2+55 Pt = 27 8 Y (STA. 3+12 It c 42 S.Y STA 3+40 5 i?fl - g STA: 3+89 Rt '1 S r STA: 4.+55 Lt = 42 S.Y. V1•a' STA. 4+55 Rt, = 16 5,Y, 51`-k; -y BUILD DRIVEWAY APPROACHES 47B P C C 6" C(1MCPr I C pet, -al '5T^, 1+50 Lt - 50 5 Y " 2 a STA 2+03 Lt = 29•$ Y ST 1 ±455 't - 34 6 ne 9-a I - STA -1 .' I t - 25 - STA 34-40 7 Rt = 16 `., Y ST,e- 3+88 Rt. = 14 S.Y. I, -4i ST" 1155 I 1 , - . $,Y S1 N. 4+55 Ht = 1/ S Y Lei O+ c, , c c, 1 m' ,O, 01 0 a421 m1 m m — U o TE, 'Cr— —1 — '^ W mi — a, 1 a m' t c a- �, 0 0(71 0' cc csj I0 o 0 c ' L -I " r- tuNii - L+ r c'J r' m — r- -- — — „) O a1 r- — 8- ^•, fN t) 0 V) 01 0 1 14') ar as' 0 t00 050 1100 '50 2t70 1550 { STA: 0+87 TO STA. 25+03 Rui lt1 10,492 S Y 47-B PCC 8 Concrete P Ivtrr>cnt I Build 4,858 6' Integral Curb Build 6 Type I Handicap Ramps (180 b F 4 Pr,X S d wa k) Build 11 Type IV Rand cap Ramps (680 S 4 ABX a .J„wa' ) Adjust- 5 Manholes to Gradr Build, 50 Tons typo '1 _ 3 `-"/c t FV lit Po Curb err t$ '2'rl/ G' 1J A41 0) t- (94 cv CEJ r,_ m co ' _ P-0 r - mm T'n �) 050 r) m I AB" S i dew- I k u 11 t o (r)ns r u t 1 l s a' d, I. gnu Lt, del - al',otJ 1r, t e J . — 1 hleMw.r ,[nen•L •10 s"E` • PLATE 1 SINGLE PLAN ANO PROFILE ',Litt -pe"tilo T '4!. u . I roposeu .7 , • h.= ng.),, a,7(c,noc'/r a. I Y 0 0 • 0 5t00 Ii Ilii 9/900 ti 127 E /4 th 51 I- Story Wd Fr 1 1 zeS •2h 6+00 • • 7000 8t00 4 as PH T ALANOONfD 9 Sc \, w 11114 �Pti.D p Lu�iJ 9100 Itonastery 245 • '71.11115a- 24 -_ _� 1 ■ w. A4NJONEO Oy 2A`t"� \ I _ E /4th. Str. nl 0 /92000 I0 1=°z! 1,91800 o �o r d 4/4 >DC1 z 7 i = I • 8( /9/7X Il 30° r e" l0+ 00 25 8 KC, -- �. \1 \ arlirA 111111111111 0 2551 W ifre 273 30 80 to -4.4—(---C ror °C 2 R:.d P/ J' 24 5 Bench r,. Svc `OJ a/,Y 0 .� i k 4 ' N ' o,Ild TypeI Handicap ramp as needed 5e/' 1343 McDonald Ave Dup/ex /- Story V/d Fr - m D 5+00 e • 5_ +0 30°/L 11 N. "50 e •• • h +0,4, ic B.nld Type 1 Handicap romp as needed Busld Type 14 Han romp os needed ass' 1/346 McDonald I- Story ' J/./ C.. .8 r . pd 1-a Mi. 1-31 h 4■e 2 -Car letd Fr Garage REMOVE DRIVE APPROACHES STA. 5+02 Lt. = 41 S.Y. STA; 6+72 Rt, x 45 S.Y. STA' 8+12 Lt. { 124 S.Y. 6+00 op N co O1 m co t 6 0 STA 6'75 1918.18 Ct > 0- C c -0,740 L'Fw+•cT 1:11 678e 1347 4/ Pine Are 2- Story 44t/d Fr li • • 0 BUILD DRIVEWAY APPROAChES 475 P C.0 6' CONCRETE e0 14' STA: 6+02 Lt. = 24 S -.Y. STA' 6+72 Rt. = 36 S.Y. 0/-1 STA: 8+12 Lt. = 1 kn a) ,04w SLA IE 1 SINGLE PLAN 1. NO PROF Lc; -- .O �rwre •p n H n_ slcpe v1 ries coNc t FI i ai N • v 5101-e vane STA 8'65 InterI2I6 82C_ cti a2 Bwld ramp Type S Handicap as needed 0 0 w to 0 cti N co Baseball Fie/d NCHMARK INFORMATION TBM 14th Street SE Corn No rt no Avenue ed on , x-st onnet Bolt F/H Elevation 1918.96 to7k°/' IT ,G 2.5°i° AXISn0 t_ t50 °t Prop cd (3J /0+00 n103 141' E Sid_ 10 Err, 1 —_ PINDJ NC 9?3-32 IIIRernov0 / Build Plans m ��astm s lt. Engeerrnq .DATE C°MTN ACTOR 1, 2 / 9 4 DSGN BY 1 I.Ir N eY 1.‘FPRO 9Y ( BE/UN, 0 WO LS - W� =W U= Z o z� W p ; ,t,a412 a <. 1 ..J 0 0 • W 00 W 0 CC //tQO /2r00 10 E. 14th. st. 25 5' 4 FIELD LOCATE 2 LINE i 4 +00 5+ 96 AIC E .. _ 3 a/o 4, Baseball Field Build E I Handicap rrrp asneided '0 q J L 29.9 o' 192.4.00 1923.00 1922.00 1921.00 1920.00 919.00 191300 917.0Q 19I6.00 0 111m r •� REMOVE Oft/YE APPROACHES STA_ 154-E0 Lt. = 5.Y 1441 235' BotIts fop Baseball Field Bencn 5 \q \6 /7 Set. 293' BUItS DRIVEWAY APPfOACftEC tit P.C.C. 6" CONC'FtETF ! s7A:_1O+Qv LI = 3, S•'Y.a.. y Lti LID 0 N_ Fr) _r` l;-' t .0 coo 1 ©c� N co 1 .cci. ! 0 LID cn m 0 10*00 +50 11'00 +50 12+00 +50 13 00 +50 PLATE 1.SINGME PAWAND PaROTF ILE+uu DOT rcwn flan c IlligEHMARKK INFORMATION TBM 14th Stre C- ornia SE Corner - tamped on North =- net Bo of ovation 1923.34 PMO 14t (E S de 10 Elm ) P,oJ NO 1993-32 Removal/Build Plans Hastings City Engineering DSGM 1r JN DATE 2/94 CUdTNACTON DIM SY IAMnD SY IA SEUIC S BB/JN IDNN_NO 3 f $T“ 37c1:4 +3 48'6 LTEtRT l T tO N ai c,3-1 ai 4/ 'W r/ 21 cr di of 5.— >— a. a_ + 50 Existing Proposed Q I5+00 4 1 1 A 4 J 4 a I MOTE SOUK 0 W 0 1 15+00 16t00 17+00 E. 14th st. 42' ' 2 0 48% 0 c 310/ • 048% /74 H BE MARK INFORMATI TBM 14th Str-=y/California SE Cor , -Stamped on Nor Bonnet olt Elevation 1923.34 [7. udd •e I • ndlcap amp as - L • 0 0 (D ded N (o N 32 5' e 5' ('55+ CONC. W./ In 0hWI slump nP 9/v ---" °trip 11e n( ve 5 •QY_ n 6' 9/a \, WOW 77 51 .I/I N 1^ -5 Cpc 0 304% 12 0 _98%a _-- 0 36 0 iC a2 \q2 30 w 0 333 BJII� T/pe Hntdlcap ramp as ne.ded \ — G mob`/° G G. 5 4540 0915% G F 9/ N j\ /9 44 S 12 060% •1' a • ritto,octtri • 0.1 1 410 a\A 4. •• (0 '1 n ,tom w 'Build (2) e I 'landlcap ( 43 ramps a n ded J 0`_3_`/0 036°/p \��2*�---_.24 ISt 235 1 N 1' 0 41 5 7' et N •1 1 0 GAP 2 0 30% 18+00 19+ 00 20+00 3 1346 N California 1- Story Wd Fr h tO • ti 0 38 24 8' BuddTyp Lampas /y, (Osp Cr 9.0 z 97-7 63.4# citei 1t f 9� 0 o' nn andicap d Bald Type 'AHcndlcap ramp as fie .o'37D/o — 'mac\ �s r 11 / -u 19% - --_--- I T•J� a0237% GO voyage 4) 42 -1 T ?2 S" P I a. -3 9' 1347 N Cedor 1 -Story Wd Fr c 36 tconc retirn) e _ 80•y ft, (.. — — a�4 7' 0. 0 373% \y a 3 -I 0 298T/� I13' 1 I 1X010 /65` 3/ \,......"-1 l\.33 n w N wl 1 —� 0 759 % 25 51 0 30% 28 a 1L. � 4a 7S -Y v '455 12' ct- 4(7 rfr 12 a 23 r i elo 20 A 0 0 535' Build Type DI Handicou ramp a' needed U 0 U iv 0 0 11) in N 0) 1•) N ♦ 10 D (11ok 7/Imfe ,e1 b( G4 / t- E, 4t) N) 1346 N Cedar 1 -Story Wd Fr N, V' 0 924.00 923.00 ftliMOVE DRTVt APPROACHES I , $TA: 1646L1_'f' EL- = 0. e svxw DRIVEWAY APPRbACH£S *7t3 P.C.C. 1 6 GON(.4TE STAt 16.t@8..5. t ..... 5 .tI.- - I STA! 174-4t.5 ft . "1 P6 6.Y. t s ! . I • LTREES TO OE REMOVED BY OTHERS 751 .ed.L th 14— (E Side to Elm) 2110J. NO 1993-32 Removal / Build Plans Has; rigs City Engineering WON BY JN ]RE 2/94 MILTNACTcI. DM In B BM AMID It ASI11LT9 Mk Nn f Os / (0 —/ 1 1 1• 4 W J 0 C 0 MOTE S0011 0 s 1922.00 - 1921.00 920,00 1919.00 1919.00 191800 tci (3.1 42)1 (J.1 (o 0 >` N LV 0- f71 191Z00 0" S cn . O cr- . N I= —. L iu( CC- Ifl m at e4 O w- uy 191E00T.- In cu'.•�I Sot H. U7 st-An to; iii 40 —. 01 5. m 1- rte.. �— era Q.N a. rn cn N' to slgpe varies -a'51opt 0 0 Q 1540v 16 F O N 00 s [0.60% 40.3t,04LT6 RT g= +030% 00 +50 S=-0.19%0 +024%LTEIRT t - slope varies 0 O c Qt eau rt C Q cs W 4i si .4 m 4- i- (CI Yl ttltIS Cn 0 �J 0-1 (9I 3 1.0 CD ('3 — OiL.L.t — 0) cc (n O CO ro r0 in m mom' CI N 01 — O (71 — < 1v Fd- cry cn Swope velleS (0 N 0 "3 0) *50 Existing Proposed Q r= +056'/• +p 30%LTEtRT n•.nol A• JAI/WS .1. ...e AT PLATE 1 -SINGLE PLAN ANO PRCFILE Pull DOT 'W' Darla •.«rt•w a •A € o z I 8 d38Wf1N ONIMVbO 4 zZ 111 •0 0 > 2 n m 8 2 1 11381AflN ONIMddO 0 L1 P - C v Z G) E K co m d381AflN ONIM 80 Jric a Q J 0 • a a z s (I it O r 1 an C Z Y W[j ' � ZD .-n 0 o s t NIL J 4N W 1 0 0- z 20'00 21+00 _22+0Q__ 23'00 _24'00 25 400 1401 Elm Ave. 2- Story Wd. Fr. Gas Meter STA: 25+03 End Project , ; Match Existing a 32 8' '28 1' ___ 28 8 27' .. tri • 26 g• � pp208' n0 E.14th st. 4 \0 0 83 /1/221 NE Corner of 54 cf S1 Fzactional Sec. 6-7-9 i cY Brass Cap w/ C_ punched 2Q �. 31 OI 2° s' cI es PGS I i 0 30 c/o r A 's F\- 3' 51 it.�•- �0. -- _ 241' 243' _ 43 33 3 245' .23 28 315' r23 33 3 45 8 Remove Tree te 36 -0 44 5' 54.4' Garage e C 474' t ti 3 1343 N. Turner 1 -Story Wd. Fr, 5.115 milt 604' 0 Not- e For Drive approach, Drop I Build Type IV Handicapl Crb 3"'or Extra High Drop Curb romp as needed 11 1924 0a 1923 00 1922.00 1921.00 192000 /919.00 1918D0 1917.00 1916.00 0 9 •N .moi Ct CO C!!) Ch h 1 0 a 1 ry > N 0 Q (JJ 0 N 2U UU + 50 = 4 0 306/. 4 IA h N s � o � N. f ti raBuild Type IV Handicap ramp s rancid tREMQvg DRIO APPRQAG 1 1 ATX. 2CH-14. . 2.2 $_Y_ 4Ts 21+f...113... t -51....5.T r ! 1 1... + 69.2 22UU a a 1344 N. Turner 1 -Story Brick T 3 • Caa Meter BUILD DRIVEWA/ APPROACHES 47B P,C1G. 6" •CONCRETE .St 211/1A -Fa-- a. t8. S.—Y- .— -_ STA* 21t35 Rt = 38 S Y +454 i ct do m o LnN 'mans. tet•.L A a •s 17 PLATE 1-SINGL2 P'.Al Aro Pt+OP LE PLR.- Dor tap - ^J-• 01) C) 5s TREE$ }TQ sg RgMlV'ED $Y OTHERS1 Exi5ing Q_ '1 SOO 59% $1.) 10.85% I- R7) .84't` C� s 35 3' I „ Riser 39' 42 7 678' p0 STA 26t03 End Construction N ttr o u_ N 5i '50 24100 '50 L5•Ju 26'00 t BENCHMARK INFORMATION CBM 176 Brass Cap, SE Corner 14th/Elm Stamped 1923.65 Corrected 1988 Elevation 1924 06 ma 14th (E Side to Elm) PFC.'. NO 1993- 32 OE"LItI.T1O4 Removal / Build Plans Hastings C,ty Engineering DSG J N a n: 2/94 cONTRACTOt ORM tY BB/JN APPRO N A!•UILTS OM NO r of 26700 W 0 li I1 -'IN 2 0-i ISI r a W LaJ O 0- c - r 15t00 16100 E l4 th st 1924.00 J923.00 1922.00 1921.00 192cCr) C 11919 00 1191E1_00 /Q17.019 1,91a00 \ 42' \ 2` \ in N 32 5 28 5' C\ • 4 /79 ^'CNC (2 5• 10' - 10 �� x 293 15100 33 3 Id) b 25' 1 ' ' 1'10r0 stump 0 AI 2e a 1/• if 275' ' wow 79 5f •11 _ 15 7 _ — -6 • ---- r 255' 115 )9'i �IE✓ GA /‘'',;,2 Ili 12 18+00 228 e' STA 18+758 Build Sanitary Sewer Extension Tap into existing manhole Build w/8"PVC Sewer Pipe Extending 100' north 100' LF 8" PVC ° S S Pipe • I )- 8" PVC Endcap �V • c J U O o_ W --CONVG 2 t • i2 5 11' � tw CONC • u IV. California Ave. N ,o T - 44' Benchmark Information TBM t41h/calf 5 E Curer, X -Stamped on N Bonnet Bolt, F/H Eleva+Ionst923 34 1610-0 L 1 43' n Y 235'1`�� 477\-\- r 34 7' ✓ 4;840' • 57 e 1346 N Canfornlo I- Story Wd Fr e • 23 2 5 ,�rl stumps it 36 23' 17u0-0 1 Garage r • 42 7 34 2' n • 39" • 22 5 183 T Yh 23 (1 19• C. 0 23 '45 5 1347 N Cedar I -Story Wd Fr 0 STA 18+892 Build Viater 27'RT Main Extension Build (to ( I)-8'x4"MJ ( 1) - 4°Cut-In Box ( 1)- MIJ ( I )- T 141 LF existing 4"main) Cross")n Valve)-- alvesBox and Sleeve Plug ,' 1 rust Block "T- r'14'LF 8"DIP n n t f • 373' F. - I STA 19+01 54'LT Build (1)-8'I DI P Plug ( 1) - Thrust Block 1(0'N; D Sea Orr s o- 8." DTP Gro,., I/awe C n 20+00 456,,1 y iy- 9'9 j2_./l/ C71� o*s n A /3 9 i2 26 i I 12' 1---�- 255la PO J 1 u 25 5' 2e 8' 2- 1111 =2. 12 m 128 d ore In n N LF v 0 U m 0 0 22 5' • 22 5' 22 5' (is' i 75 535' r, ret 1346 N Cedar I -Story Wd Fr f V STA 19+01 27'RT Build Water Main Extension Build (I)-8 x8 M J Tee ( 1)- 8"Gate Valve and Box ( 1) - M J Plug 0- ( 1 1 -Thrust Block 4' 8O' LF 8"DIP ( to the north) d - 14"'(E Side to Elm) ,40T... BX.i. wawtx i&aks;x Gg11Stxu;.j0A1 t .11, Le campleteci ,rtt5r•• - re •T,-q'-o-rctr:rt;Or it tftss *ran. Depth=lQ 58' ti0TE; 7411, treDche4 v.;11 `, rn1/44,:( °or safet; r I all tre,zcnus An.11 be tested for cr,mpactior back t1.11114w Top Lid Elev =1920.9 — ��- �f ee fisting) Existing Sanitary Sewer Manhole Flo E ev 21901.71: rRCJ NO 1993-32 1Efl*TIdi Sewer/Water Extensions linings City Enpreetiig MHWY U 2/94 ry APPRD SY Man JN COMNICTIN RK NO Of 18100 MISMI•A♦ nfNAL AIA ONO • PLATE 1•111NGLE PLAN AND PROFILE-ruLL 007 n-Tt ll 04ul • m 1 t0 20 00 1 6