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Home My WebLink About85STR301 CONTRACT NO. 83 = 01 CITY OFAU B1 M 4. -U B U R IV CORPORATE �89 ,_ _PAR a ROADS & UTILITIES D m o�..+ 4a 4 since 1955 0 FEDERAL r" _J WAY CI.T'. OF ALGONA E`a'3 8 1 320th 5 167 LID .NO 82 = 1 1-5 A LID NOm 327 _ 9�. 9, S PEASLEY CAN YOM1, 18 MAYOR : Bob Roegner 12 E' ` 0.. .. . 18 1 MAYOR : William F. Larson EXIT I<2P CITY COUNCIL : CITY COUNCIL : Gene Colburn 161 ? NGarland Brown Ronald Craig '09 k- Q Paul Mallary Lewis Hitchcock ye'°s L. L.. Hardin Railey OF Don Kurle [PACI iC Charlene Whetham Clarence Bud " Larson VICINITY MAP Glenn Wilson John Lea Linda Wisner Approved by : Approved by : Prepared by : Jl o o ?ARKS, NEVADA William F. Larson � �a 8 LAS VEGAS, NEVADA Mayor Marvin Seabrands, R E . ENGINEERS&PLANNERS o SEATTLE, WASHINGTON Assistant City Engineer- Job No. 1 -357-003- 811 Keith Zettel Director of Public Works FEBRUARY 1983 Mal F. Grass City Clerk morIIIIIn IIIIIIIIIIII willil ,=zLzilimm 85 5TR. 501 SrtT. 1ep 4!0 a telling INDEX LEGEND GENERAL NOTES - - SHEET N0. SHEET TITLE ITEM EXIST NEW i. hash materials aMA rlaeemhip shall conform to the requiremenu of the City of Auburn, city of Al;obe, ® - aa/, A.P.Y.A. St SpecifleKiaae for Municipal Public Yorke Construction, 1981 Edition (as revised Asphalt Concrete Paving by the city) . 1 — — — Cover Monument 2 — — — Index - Legend - , neral Notes - Key Map 2. it ahau be the Contractor's_responsibility to locate and verifj all salad •••.+1•°��- `- ._ 3 — — — Street a Utility I provemenis, 15th Street SW Center Line - - yCOR8�Pi3ction fo prewenr c icte. SBA, Inc. and the Cities assume w liability for the accuracy II ,I 11 N ,1 I, 4 — — — " Curb 9 Gutter or Type E Curb __ _ of existing vii2ltTY ..... 1 5 Ow 6 — — — �•.� t V — — — Sidewalk -------_— Basis of vertical datum is the R.R. Power pole on the South aide of 15th Street S.W. Just B. 7 Guardrail - S. u Spike in of the R.R. Creeks. iLlevatiq+ � 86.290 per City of Auburn BM "21.E". N ^ B — — " Property Line - - -- ♦. sior of pipe la u u " u n n n _. yiBs lemethe are measured from center of mantle, or catehbaela to center of 9 — — — „ " Ditch —• --� —� —�' —�" --� a or eeC'dtbasln (stars and aavitary sewer facilities) sad true center of fittingto center of ' D 10 — — — u u n n 0 Street g Ureter systeW. ',!)d,Lot �%•�'+ ' Fence —x x x— —x x--:— °! y0a 4 -; II 11 " I, r' „ g point directly over the center of the ,°°•.,�� e^f CONC. S.o. manhole structure. Rim elevations for 54" diameter nanholem are given for the 12 — — — " " " " Boundary Blvd. Storm Sewer —t• sT 5. Rim elevatio++e far-{i" diameter membeles are given for cM Manhole B point closest [a the 13 — — — " " " " �� cancer of the maehola structure. GC basin rim elevations are given at the curb floe line. 14 — — — " ° Catch Basin Type I 0 �� 11 I, „ „ r1 1, 15 — — — 6. Coa[teetor a411 matumaat all cents line right-of-way intersections, PC'a, PT's and angle points 16 — — — " " " " „ Catch Basin Type II with Syce • tied r / 17 — — — rl x Sanitary Sewer .• as— e-f 5.5. "Use -'y per the detail to these drawings. 18 — — — " " " Sanitary Sewer Force Main fe 7. All street cuts in existing roadways (15th St. S.Y. , '0' St. , Boundary Blvd. rest of '0' St.) shall /J / /l,'4L YYITLR i be backfilled w/ 5/8" minus etvnMd rock compacted to 95% maximum density. 19 — — Boundary Blvd. a Industry Drive SW GfTf=W Water Main — - 20 Industry Drive SW _ -- 21 — — — " Milwaukee Ave. N. Water valve -- 22 — — — " " Milwaukee Ave. N. BI 10th Ave. N. Fire Hydrant 23 — — — " 10th Ave. N. Water Meter - 24 — — — 10th Ave. N. a Industry Dr. N. Gas Line 25 — — — Industry Dr. N. W. N. G. Co. Marker 26 — — — Utility Improvements 10th Ave. N. (Extended) 27 — — — Chicago Ave. N. Utility Pole o 28 — — — Embankment Construction Plan Boundary Blvd. Pole Anchor 29 Floodway Modifications Power Vault O 30 — — 15th Street SW, Street Illumination 31 — — — Street Illumination Traffic Signal Box O 32 — — — Street Signing Traffic Signal Box (Underground) 33 — — — Street Channelization Street Light 34 — — — 151h Street SW, Channelization and Signolization Junction Box 13 35 — — — Street Details Underground Telephone, — — — 36 — — — Street Sections p Telephone Junction sox 37 — — — Water, Storm & Sanitary Sewer Details Underground Telephone Vault 38 — — — Water Details `----� � 39 — — — Water Meter 8 PRV Installations Area Storm Drainage Openings - 40 — — — 15th Street SW Landscaping 41 — — — Chicago Avenue Landscaping 42 — — — Floodway Landscaping _ 43 — — — Private Driveway to Bank Building 44 — — — Drainage Ditch Profile Downstream of Auburn 400 0A ? Q � x Z a ; O 1 a 0 J _K_ W __" I � f -- A P L - TRACT A I O W I 1 I I � LOT r1 , LOT 10 ' , ' ` LOT 31 ' LOT 32 ' LOT 33 I LOT 34 i I LOT 35 j LOT 36 LOT 37 • Is— _Sht. alit.♦ lN. a 9\,,] I S° .a rT .15th St. swi J 'w� LOT 4 to I LOT 28 LOT 2 N7 LOT 26 LOT 25 i LOT 24 ' LOT 23 / / LOT 22 W , ! I S Q-• / TRACT B � I SLOT 1 ' LOT 2 LOT 3 LOT I I LOT 18 / /meµ CO I I / 4 / LOT 21 m z LOT fi I LOT 7 I' I I ' LOT 17 / �/ / - LOT 9 LOT 10 LOT II LOT 12 LOT 13 LOT 14 LOT 13 I LOT Ifi / / / LOT 20 N O 1 � • 1`I } i I — — — — — — I—i — — — — LOT 8— _ �. — — I — . I Shl.I a� — — j-�j \ , �/ LOT 19 U. _ Z J lal. IP 9h1. 13.-- 31,1. 1♦ (m,{. 1 flll.l -_mil n�" BOUNDARY B ...—If9R7R..CrrTLIt8T3.—. ... ... ... _ ... .. ... LIMITS ALGONA CITY LIMI _ _ -._:.... _i _— _ _ _ ..—.— `—. - -. .— A IT<rLINNLIMITS SCALE: I"=200 � O ��N CITY • X L - - - - - — - - - - - — 1 - - - - - - L - - - - - - - - J - - - - — — - - � — - - - I —Ie J LOT 19 KEY MAP LEGEND: \ Z' A II LOT I /' elm Lot 6 LOT 7 i LOT 8 I L0T 9 I LOT 10 i LOT II LOT 12 / --WATER MAIN � Z ' I I• / / ( L.� FIRE HYDRANT \ / U > / \ LOT 20 c STORM DRAIN MANHOLE - -1 LOT 2 I j I \ 3 C STORM DRAIN PIPE � ---STORM DRAIN CATCH BASIN � 1- i LOT 21 r ssMM RD6 9 } LOT 3 I + LO 13 LOT 14 LOT 15 LOT I6 LOT IT LOT IB ^' ! SANITARY SEWER MANHOLE et 1 //` ---SANITARY SEWER PIPE J}t LOT 22 1 Lj LOT 25 LOT 8 l LOT 26 LOT 25 ' LOT 24 :« 44 - - - REVISIONS URVE DATA A • \ c a a iR Nt I BY N0. DELTA RADIUS LENGTH q\ 1 JEE Sr'IEET C-3-1 06° 19' z1" 537 16' 59.12, \ I FEGODWAY_AIWIFICAT/ONS" C-3-2 06° 18' 21" 537 16 59.12' - I FOR GRADING I S. D. WORK--- / 070IB 25" 466.of 59.16' \ ` -� _ - ---- ---t P/PEL/HE tXTEN6fON6 R W" C-3-5 07- 16' 25" a66.01' 59.16' - - /N WAK EXIST C-3-3 TESS M. EXIST C.B. �.� a$° Of' YI" 1a10.t6' 16D,2S' \ RIM. 90.74 I I.E.: TETI S EC '- EXIST. L.E. I - -m — RIM . 74.EI - - Le. . 7E.44 R� MAj'C*CWT/NG - - 574. +ft i'RET INS A'L4 NEW CURB 0 GUTTER, TYPE A • wa,a.C., - Q' SAWCU7 UNE AM A147>:M/NG SrA. 4�P° UT £YM TfNG ASPHALT TO / ALL 7 _ m EXIST. L. E. / U RIM N£�Y A•PHALT 7b EAST, W/TN GARB. -- � eiA. s*so W _ I, e.. 71.e, M. I EXIST/w Asp"r 70 WIYT. _ __� q :. l PO A'EAIOVE MM77AC ASPHALT S' OR 7D "sr •F BRNM/T L/AE. -o •P t , ~`-c " `n MATCH LINE FOR f A41'F/LE -a , a S I6 I e.EES s• II _ JAWCUT zxar NG STA. a-so I •rA.s• °z ASPHALj DIV/DER zc =eo.ae T . • 7 . REMOVE ASPHALT INSTALL NEW CURB TYPE E-f DIVIDER TO EAST._ - -I _ _ _ _ =r.C. 76.3+ In / 'k R.O.W. N. 88° ao 26.8'E. �I N. d6° 3i so'E- _ e • MATCH Ex/STING CU�e e �- ,fRE'MOVE ASPHALj DIVIDER LANDSCAPE PER SNT 4,0 _ W EX/sr W,SDOT MoVN` - _ - _ . 1 II \ c EE 4 J_ _ REMOE EXISTINCI CURB CPRECRS7) sra. 2-so ° ' re.= aos Q W TA. s! a I r,G• 1.00 SAWCUT EXIST/NG MYEM£M I O o = I 7O D19TALL NEW TYPE E-I I + CURB, BOTN S/DE5. I e � '" NlDOErOrVE�•fI I I I B£G/N caw. SIDE- o ; NMLK, STA. 3+50 40 I I - e. E - OCA E E O RA TOSTA.JE49, 9J'RL 'Aa OCA S.O. MN w / A 80� R/M• 72.00 HS/N G" N TCH EX/5TfNG CURS_ - _z(MATCH E1/5TlAO TA. 3+41,aO-Rf •' INSTALL 7.S'COAC R/DEA11 ECLENTRIC CONf, TA. L:N, - _ -- .00 4RADE AREA TO PROM%bE-- _. _ F_ I — --- LTA. S.Q- - P061FIVE ORA1NA6E '1NT0 y I --- - - 5 / " S /NL ET OF /5"� CONC. S.D. - L-- 6. 10' DWAL BOX SEE SHEET OO - W/S A� / AKWI { GONG G _ • DEBRIS BARB/ER _ N I Tor R 61.90 .ee.e9 'FLOODWAY MOO/FIGHT%ON1" SEED • 7E S / NANO PLACED R/PRAP, /O' RAD/ALLY FROM INLET R W a I.e. • ,I.Eo FOR 4RA DING /S.O. WORK .F 1 D`y OF FLOODWAY J _ LOT 1 ; I �_ .. ... .. _. - ( DIV. I) SCALE: Horizontal 1 = 20' - vertical 1 ' = 2 - (BERM) Contour Interval- 2' 0+00 1+00 2+00 -_ - -- - 4+00 - 5+00 - _.._._ _..._ _..-. - NAND PLACED R/PRAP 20' RAD/ALLY FROM PIPE' . OUTLET. SEE SHT Z9. - W • ^ ^' n r 80 TRANS/T/DN FROM mArl NED TOSTANLHRD:Caw too /y SECTION (Ses Shf.04) STA.Ji50 TO 4000 Ri ` Roll - - - 711, Mcn s._.too _.. DES/$N GRADE AT.s� _. _... LL : xrsiHvc salv7r/ £ _ T EX/3j/ 6 .GRADE ATE R/W O J _ — _ 74 - - - - - - - - : . NaRTIV f G U TT•PX GR90� L/NE - - - - - - - _.- 0 — F- - N 72 (� • W - Z H: . J 70_ _ f/) - a 68 o d I � - 66 DO 3O E.F, _ - /b'rat CQNC. S.D. Q d7L.F., 15"*CONC. SQ, � O,GT. E /oERn 1-357-003•!!11 OESISlm RDG 64 : : /.E 'G.�00 EIERRI dNDIds CHECKED 4,M/ WE FEBRUARY 1983 of ,�4 SIl12 , 815 '3 M AKP SEE SHEE7-29 F1000 O !O _ / sennaNs i TRACT A FOR GRADING f S. D WORK OF FLOOD WAY_ ,:�_' NC N0. DEdC111R1011!•Ar[ ar STA. 7+P3 100'[r /N5TALL TYPE C /NDU5TR/ALLOT 29 LOT 30 ttt N`' _�R cYp- �� 27"f S.D. 007UT WISSr4ArIftll' Rf R - DR/VEWAY TO TOPOFArmw- ( Div. I) t/�/ 1 ' s; • '�w PROVDE HANDPLACED R/PRAP R.0. 20'RADIALLY FROM OUTLET CxN o iE R. I ) j / STA. 10 , 4B.391'LT 37D. 6'F.N,A11fMBLY C.8 A' 3 TYPE 48" F. H. STA. I4Y4, 06.T1'LT. RIM • 7r,89, 50'ICT S . 7+Ldl JTA.B+rl,'9'LT PROVIDE 0051TIVE DRAINAGE LE.= .6.54, IP" NI115. C N'JTR ONLK STA. O tt, ' LL lYr/r"x8" TEE TO PIPEIuNLEr UN1 '3' EX EN5/bN r I'•G�'�':' 8"i 6" TEE - _ "4V"TO NORTH SULTAN�S / STA 7+36.05• 50.20'[T Q• PLUG TO N. lE" PLUG TO WEST --., HANDPLACED 910RAP I C. B. Y 1, TYPE $, Iwsrnu ra' cnnttrueK -� b0' RADIALLY F /NL�T. E.nn, "m"' aw,wa —•'•' �BARR PR ONNNL'�RO P/PE. R/M= 3,79 50'LT to' ewr . (Sc a) —'r... ... ... - .._ _ - - LE •G3.7P , z7' N1S - OIL POLLOTION CONTRCI. DEVICE ^ EXIST. 12 CMP ' E. 659 O (E%IST. iaE[T ,Y $IOry . T_ ( T C . .: ..-. .:• . et,.. .. ^ ,... .. .:.Y'>:,:,�n J. 5C_:... :4 . rvx '::i "ip • Q, •....• .lj E:ilST%NG To 8£ Ir XIS AS �D... — - E� (y - ki EX15T1N4 S. D. n r q / -- - q m ....... TO BE ABANDONED - ..• R V STA. f0+40, 9' LT h -� 'R -"INSTALL NEW 6u?a :I 12" x /P' r 8" TEE j o r . m _ r?FMOVE EXIJT7N4 CURDled c N _ — - - a I • • _ Q R.O.W. \ N.B ° 37 50 E. T Ik N • _m ul // ` `w LANDSCAPE MEDIAN PER SHEET 40 4 � d w _ � @ E%IST. //' Z e N O lid /N5TALL NEW CN' / _._..._ �... n - - - — - - -- - -- -_ 0 o � x,k RZO --. ai hl of WayW fr.. loa' ,= I Eo' STORM GRAIN STUBp. INSTALL NEW CO SIDEWALK (See Nofe thlaSheet STA-7+3"S,--f 4V STA. T+.'1L.05, 4A39'R7 STA. 10s60, PLT STA. f0+60, 48.39'RT - __ S.D. MH ♦ Z. 54• QG. r P TYPEIC, 48' 'o S D MH a' 3, 54, C.B. e' 4 TYPEZ 48" v Z -- - - R/L+.7tza - — RIM • 7LB1, 5D'RT. RIM • 75.36 RIM= 72 69, 50'RT. NUU: All store drain stall - from If -e5.9f , 27"E., N. /.E. = 6324, 12" N. I.E.•6S.2f , 27" W. I.E. •66.53, 12" N1S Catch Resins or Store Drain - -- - I,E = 6 5.09; fP'S. UNIT'P'PRECASTCOVER \ I E. = 6544, 24"E. 1 'S'EX ION Manholes to lots behind ECCENTRIC CONE /.E =6e.,38, fr N13 'z LOT 4 ECCENTRIC CONE 'c� sidewalk shall be a adnLano at _ . .w. er LOT 3 ( Div. I) STD. 6" FH. AJSEMe[Y _._ - -- zFTc7t"-At a d.i.r slope al LOT 2 (Div. I) FN SM. f0+32, 56.75'RT — 0.20%. 3 (Div. I) STA. 10+40, 56.75'TT SCALE: 15th STREET SW B'x 4' TEE T° SCALE: Vertical t = 20 6+00 7+00 8+00 - 9+00 e'P[u4 To 10UrH 0+00 11+00 vertical - t - 2 Contour Interval 1 `aaaa so _ _ 80 PanZ ' w Ir M w 7s 78_ _ N m n UJ H' - 7s a 76_ � 'o >- U - DES141V Cr RADE AT �.+a ss+s _ • 74 e.-0 vsr - 74 \ ..NORTH SOUTH. 1~ • ""STING GRADE AT L . . f - U -72 — w — — - - - - - - - - - - �- - - - - - - — T2 _ • W W Z I J ♦ ) 70 - r V a 70 � I 2 i 8 L.F.,- 12"+►, p. l., CL-52 WATER MAIN (42" Min. Cover) I + 68 a� - - - - 68 , C .v 1 O RIAf r 71.e/ C76, C zrs;rrp c76, ct83:o, 324L.F., 27"* ham? C76. 1 sD. MH+2 hoe Na 1-357-003a11 N P.44Y. _ RIM CIS- . 0[RIONm RDG R/M• T4.r8 t r.•63.9f, 2r E, N R/M• 72.89 D•I111M JMD/JB 64 _ _.. . .. _. GE.-.65.09. 12 6 ' / ___ __. _.. a _.- 4e C,F. 64--._ _. OCII. 50 G.F., /r'i M"♦ PVC S.D.. O MN r3 PPVC S.A,. . . - 5,0*a5. S. cM[CIaOJ re s , 8a2 . RIM; 71.J6 D►1[ ,. D.30 Y. . . R/M, 7f.8/ ' : . . . AE. -6544 . 24'� '. r. - 62 - IE.=65.P$ - - 50 L:F_ I.E. • 64?3R, I2"1KIS. 62 e5 12.0 PVC S.D., C.B. r 4 s; - : 5OR-35,e a3o% .RIM• 7P:B9. a r•44 •mx z ' 8'S sTR. 'yOl or TAPER GNMNE/(.RE SEE SMEET43 2 LA* IIf CATER SS. a- aeNVOOE •�91.IM6 sTA. /3.2 9, SS'LT o LLWB M A R ACA ey EA • SARRI AAEED ." /z`.n`"/"TEE Ts. STRIPES 7D RUN AMfioNA[LYBEr✓N SIDEWALK E & A �.>: eH0�116R1111M BY e"G.Y TO EAST. q Pow* LEFT M RAR . AT RETUA7V VN C S U k vF 16 L.F., 11046, QL,C L 51 WM Tb N. I PL.U4 I ', CURVE DATA TABLE �PNE �Cz, INSTALL TYPEC INDUSTRIAL/ I STA. 13+29.10, 9'LT. i NO. DELTA RADIUS LENGTH i STA. /3.e2.6,e5 L STA' N+f l 45.39 LT. COMMERCIAL DRIVEWAY. PAVE . 11" CROSS ! 22' �,TVPEII,48" > `JTA. 13 29,75'LT. a"Ps"TfE S.D. CBE LOT 31 C-5-1 90° Do' od, 10.00' 15.71' BEHIND SIDEWALK TO MATCH 1" R'ATER SERYME _ SrA. /S•60, 9' RT ' { -JI"D.F VALVES 10 /ILN 7OiW RlM• 74.08, 30'RT .r {r.yi EX/9T/NG PAVEMENT. I E3 L,E/4D , (DIV. I) S.S. M.(l. / 4S•' q-5-2 eo° oo' oo" 35.0o 4B.eY 1 TO WEST On,p.ANi. , , 1.E. -sLl3, 1P" N,5 R/M = 76.95 I ❑ I At RM K.oa + + ENSION LE. = 47.54, 8"E., W. C-5-3 90° OS 128" 35.00' 55.03' 0\ j STA:/3•Ii,75 T ;, LE • 4T.66 ,S"N.,S. E 36 55 _ fry�1N4. �/�� l'•ffi4TER AfEr '''f '. a t t70.f"FN. Ae6eMlLY � LY:ENTR/C CONE C 5 4 90° 47 138 0 �/' /\\ ^ '}•^ ^ f.R. /TA./7+/2.i,B0'LT. " 0 Afi Cry UI TANt h\ T O C-5 5 89° 54 47.2 3500 54.92' 3 � NG sdf d a: V - �INSrrltt rnYE A w 57f)RM gPA/N STUD (7j'P) �� THinj 14° 34 40.7 170.84' 43.47 / c„A,e /sunrt. S'm'Y " ^ (5e[ NOf[ fA/S 51/ee f) \ C-5-11 M 34' 40.7 170.84' + :'Rtrl°Vt tx C q DG l L :,: ,:.. /7P r:P $ ..:;. n: ;! - ..::. :t RLAtlYGL 2ti -n. �•Y YF�.,,P� , 9 7. ) __ - - _ _ -. i Q`PO......ne d•✓'>',j,xMOM _. :+:. .:.... .. ......... .. .{ _::.....: ' , ._'. ..::..a.'.: � ,.- ,. ? •+•>pf +b' iAnya::1 ! rf ;q...7-•�aPT.� /:5':f.`%iv - - y q , .ri e .. ..•. m ..:' t. ._ v.'✓IY :a.:p�, :'riY'.:;...,.. rC.' i a P s ° 4. • err R :W .,, ,_ +..< ,. .. : `�a .x,m,'ac ..,.� •.. ..:, t..j4 ..:"`. , . a,i ; '•�.,'p,F4-,+k ' +-..H:- � •/ - r ' Y T , M 289 L.F., 12"f W.M. D.1. - x Y .".. .. ;• ' LANDSCAPE PER NT. 40. (n 4001-F /2" 5 S2 35/ LE, 1 RCP C 7G CLS �- N. 68"37 50 E PRC .{O •' 2!! L.F.24" 1 RCP, C76, L. ,� R40 /IKa - < rc. . mn •' ` vim, + ' + _ s J . �,, ,,�: 7hY�. _ 35 •0.4o J �, Mt ! 40, _ - - -- _- _ - - - _ - - _ -a • " a b Q -.. . ...: :: , ,.._ wlo , :-• _ / roe s.44 � _ ki NOW IWO -o m ,. . : . v ':g .,m- ID , r " ti OC , . .. . . .... .... ...e...w'-. ....ck+,.x....rueo-;-._, . .. . .- ,,. ..-. . .. . ti^F ,?aR ny,-:.. �•.. k� - OE-AILS ON EX/STING STA. /3 +/9./, 9'RT -• mo w A-- E A PEND X TO NO E: " cur. as en y., _ _ _- - __ to TRAFFIC SIGNALlZATION METRO SS.MJ/.,RI3-/S,bl ^ \ � STA. 14+ 1, 4B.39•RT STA. 14+ 11, 1' LT C -3- 2 C -5 -3 C -5-4 C - 5-5 C -5-6 C -5- 7 C -5- 6 c -5- 9 C - 5- 10 C - 5- 11 W FACILITIES FOR INTERSECTION RIM - 74.98' i< , j _ - '� ' S.D. CBS 6,TYPFSI,48" S.D. MH• 4, "1, OF 15 tR Sr SW. / O" ST L E •66.co , a- E %° a3 1. ° '- ' R/M • 74.08, 50'RT RIM• 76.59 R C. 74.18 73.92 74.17 74.00 74.99 75.33 76.31 76.32 74.57 74.88 SEE SNr34 FOR SAWAL RELOCA TION. DROP IE.-57.06, B" : •.Y� .e..N t My " /.E. -66.B5,24- W A/4 74.18 74.01 74.20 74.19 75.05 75.44 76.33 76.31 74. 61 79 .99 Z I.E •55. 73, 24"N,S. - r. ' .a• + UN/T T EXTEN9/ON /.E. =67. 79 12" N,5. LOT 4 ADJUST RIM I COVER TO APER SIDEWALK AT RETURN zz' ~ = zz' p q �gy ECC£N7RlC LONE 2p/4 74.06 74.19 74.18 74.38 73.12 75-54 78.34 78.30 74.69 75.07 O • (Div. 1) I - ! �- lE. =-6628r2t[ 36/4 _- 7�'.94 74.32 74.10 74.53 75.22 75.61 76.33 76.31 71.77 73.14 MATCH NEW GRADE. EE DETAIL I I j tPIE pf yWALK EX STV4e"} CMP ---- - _ -- '� 3 fi P. T. 73.92 -74.62 73.95 74.62 75.33 75.66 76.32 .33 74-68 T5.19 80Tt: All •[on dntn stubs from \ S Catch Joel& or Store Drain 46 0 O 4p' 1 r firAl� 1 S. D. CULVERT I U) "afthee b lore behind FUTURE METRO L}'S.i /NTLRCEP7OR O R SALVAGE. LOT 28 Q (BY OTHERS)- t shell be a minimum of % I v. , INSTALL STA ALUM 61ARIEA AN PIPE INLEL Div. 1) . 3 ' NAYO KALE A/PA40 ApLND PIPE INLET 25 linear feet of 12" diameter ,P BOG,♦ - LM,AND/ALLY). PRogbE PGSIrIVE DRAINAGE SCALE: PVC pipe at a minimum slope of I J 1 STREET S W 7V PIPE ALONG ~MAY --AIMx MEN7S. SHALL: HOI120f1,01 - , = 20 0.202. 12+00 13+00 _ 14+00 15+00 16+00 _ Vertical - ," = 2' Contour Interval - 1 w ti _ tt ti 78 Z M1 Z 76 76__. ._... N _ _ - - - - - - - - - - - -: - - - - - - - - - EXISTING GRADE . s~*o se Y: _ . _ - - - - - .-, - - - - - - .-. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - souTN' E _ D OM W - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - IVORrN f sOIITN E : : : : . _ � J 72 _ v _ -- 400L.F,12"i WA7•ER MAIN (�" Mie7, Cover).D.L,CL.52 72 e D 5..... Q ./tom `n 289 L.F., l2af D:/.. CL. 52 WATER MAIN " � r 6 70 N - W _ _ _ _ w� O P99 L.l�, Z4",0 R.C.P., C76,CLX S.DCa0.4 _ '01 _ 68 N f P.Y.C. S.D_R. 35 ,0 0.40 Y• o Il 24I L.F, 4" f s 351 L.F.. 24'I R.CP,C76, CL.1Y, S.D. �0.4 / INSTALL _ OD _._ _... _.... _ _ _. _ -B. R` ? __ _..._. _. _ _.. ._.. . _..._. ._. _.._... 66. /M • 74. 00.._.. I I -E-•67.93-,: 12"N,S : : : : . . . RIM - 76.95 48 LF., LE =67.6G, 8`N, S. ' 11'I PVC $:Q, I i � - m 64 6458 _ 58 64 BOR-35,�0.30X l I __ 64____ RbVI.76.59 min 1-36T0mel1 : : : : : : : : - /. E •:Leas l,'4"E.: : : : : DESIGNED RDG .. I. E.•6771 ,JE- N.,S. SRINOI JMD/J8 62 62 56 _56 62 3 f __ L E =66.e5, 24"w. 62 Car. JDff-Jo Loa.so Y. OAS FE9il1ARY 1983 60 60 54 S.S. MH _ C.L I 6 _ RIM • 74.98 54 60 - R/ALe 60 _ LE•6G.40, 8"E. O : /.E. • LZ94, /Z" ACi DROP/.E. •.T Z 06.d- + CAM. SY OTHERS) . :i 85 SN'G 5 cw ttEnEtoM9 �•'V •%'✓, *a OL9El1l111WOM 9Y LOT 31 LOT 32 TOP OF CURB ELEVATIONS CURVE DATA TABLE LOT 33 tPN - ro9;` I) s (Div. I) (Div. I) fl-s-t c-e -z wo, DELTA eaotus LENGTH (Div. P. C. 76. 16 76.49 C- 6-1 14- 34 40.7 1 170.64' 43.47' l - A/4 ?642 76.60 C-6-2 14'. 34' 40.7 1 170.84 43.47 l 2A/4 76.2s 76.69 Ci '�s��98aE� STA. 1R lO, 36 L5'LT JTO. 6' FM gSSEMBLY STA.171t9,45.73'Lr STA. 17�P9, TLT sm. LO+10, 38.t5'LT. JTD. i•F.KAJBEMBLY JTA. P0+34,4575'LT. JTA.tOvJ4, 9'LT - �i\ E(i`s,Y� S.D- CB 4.7, TYPE 2 f.H. STA. 17f24,45.75LT 8'x 6'TEE 12 x 6'CROSS 3 A /♦ 76.38 76.75 S.D. CE t9, rYPF S F. N. STA.PO+P9,457i'LT B"x i" rE£ IYxB"CR09S c=:£it IN ,,� RJM' 7K61, St-W 8"PLUG TO NORTH /f'SV MWEST R/H.1s.7s, stirB'PL(4FTOAWrH !t'fivro WEST ^ ONSULTPI, /.E.' 70.x, W, N, i troy TO N15 P. T. T6.49 76.79 1E.• 71.7P, 1L; N,5 8"4V TV NJ$ UN/ 5 EXTENS/ON OMIT S EXTENS/ON ' TELEPHONE JUNCT-10H Bi1C 15 f le" JTOAof DX4,yN STUB 0 ) TO BE RELOCAr'ED BY OTHERS INSTALL COWRETE CURB I4UTT£R TYPE A. %rx; BE REMOVED , (Jee Note Phis Sheel AND CbY1CRET£S/DEIDILk'(TYPICAL BOTH SIPES. j - _ E.•69. B E t� , N , 't:i •. .. Y ,.. .,. :: ... .... .... .. :. : ,_ ... - Y � . .. ::... •.'I,'. 'lyi. ).V.: 'y � '•.�,µ,}ty. ^"JS' - r' 1 I ._. ... ... .. .. .... a.. ,. .. ._ .. .. a., -. - f . .. , ,. .. .. ... . ... i. a .._. ...... +"F.re'•I!r+,.'Fa. ....•.va�:}M.3-f� }.. . .3. Y. ✓I t > f. d REMOVE A5PNr5i.7' MEPI!!N. ,,.0 � M .s � •�.... .. -o ^lNSTRLL TYtIE E-1 CURB AND EX15T CBTO_BE_ " n o, ANOSCR P.E P,ER SHJ- 40 REh/OVED: `ti J r m n Qin ExIST CB • V V m rn b l E.M.,73.39 W0 O 800 L.F. Y4"t RCP, C76, CL. S. Q1f0lL Rat 'E' _ i 4' _ Y00 L�.F, 21-.0 RCP 676 CL. IY S.D., CA 0.40 -0rb -ms� _ N. 89- 19' 51.5" E. W -m }„ i — _ — 3t3 L.F, B"46 PVC, 5DR 35S.5. 90.47X 305 Z.F. 8" PVC JOR 35 oa4V 3 !4 Z = 3 h ��NIll �M�L,i ' H�N ----��m..-.' :, . . L -7G 49 -�'`._•_ y l.Zr4a�W•, S� b. ,a.•':.. .y 4a', ,�..•.- .-.<.'"v^..Rt^q:..:........ ... n ..'•iL.'L t}-NMnwvp..4..yJ,n:•5..a:. a . .)'-i\ {••y::'. n: 'IYva. zi PT t+A QWW _- t SQg F mm n qq _ _...., •-,, .. �. .� L- J ti W -----__ _ - fXAME t COVER TO JTA. IO+10, 1' LT - - - - - - -- - MATCH SIDEWALK ELEV, i W 78.67 EXI5T /2"CMP 5.D — 3. D. MN i, 54" 1_ RIM• `--- TO BE REMOVE D =. LOT 28 /E. ' 7o.ie, 24- W. W STA. /8+83, 9'RT I.e. , 70.91, P1"E. JTA.POf 1Q 3d.LS'R7 Tq. LOi74, 4B74'R/ JTD. 6'F. N. A55EA15LY STA. L1+18, 9'Rr (Div. I) JJ MHLP, 48" /. E.• 71.62, IP'N 15. J.D....FBf/O, MC I_ A" x.6 TEE F.N.STA. L0+3945.75'A7 J3 MHP3, 48" - ANM• 7e. IB EC EN M. ONE R/M�7i(.73, J9'RT. 8"PL Ui TO 30UTH R/M • 79.2G Z STA. 17110, 1'Lr STA. 17i f0, 4R25'RT 37A. 17429, 5i.71'RT. TO. 6"FN A55EA1BLY /.E.•i483,Q;E, W . 3, 1t; N, 5 --- --- LE.• 70.07, 8, LEE, ROTE: All atom drain stubs frog 0 J.D. MN195, 54' S.D.CB 4a6, TYPE S 8"x a" TEE F.H.STA. 17f34, %.75'RT I.E.•L8.95, D• N, S UNIT5 X N3/ON I.E.•70. 17, B• N,5 ♦- Catch Basins or Storms Drda f, ELICENTR/C CONE ECCENrR/C CONE Z R/M• 77.79 R/M'7528, 50'RT B"PLUG TO SOUTH " Mnaholee to lots behind LOT 26 1.E.•69.48 , 24-. E, /E.•70.57, 1P" N,S -= sidewalk shall be a dnLaa of = U) ' (Div. I) 25 linear feet of 12' diamecer Q 1.E.= 70.41, /t; N, 5 � UN1T 5'EXTENS/ON - LOT 27 , ECCEMTR/C CONE (D�v I) Q 2 pike at a do1s� slop of 3 th STREET SCALE: Horizontal = 20' Vertical — i" = 2' 17+00 . 18+00 __ 19+00 20r00 - 21+00 Contour Interval - _ _ _ __ 22+00 rl r r t• � � d W 0 80 - 80 Z W CU 78 DES167N 694DEA7 ¢ - _. :_ B. - - - — — — — — — — - — — — — — — —-- — — — — . _ _.... EX[ST'IN6 GRADE : . e - - - - - -. - - - - - - - - - - - - - - - - - - yDRTNtSOurN >q Q Q � W 75 _ _ NORTH �_ _ _ 76 - sauTH 1E _ J N 74 D.I., CL. 52, WM 74 _- Q = 4— - r . . CL. 52 WATER AWN (42" Min. Cover) _ 72 - .500 4.F 214 KGP C7i, CL. SD., 60.40Y. v> 10000 ~ W 0 _ _ N 72 W W - J Z O ct. so.. � aaox W D 300 L.F,ZWO RCP, C76. -j F 70 - __ 3D5 L.f B",d P. ViL _ C��cL7R_S5 5.5., 0.40 O 70_ Q l r a O 83MH03 SOR-35 S.S, �0. RIM= 79.26 0 323 L,F., B" P. V. C., / E- z79, 4 e"E,'W11 a 68 r r _G.B.r 9 - - L E.= 1,70. 17, Zr-N, 5 _... -.. 5S MH 4' 2 _.. _... ...: ITIM •74.73 -. . - - - RIM: 7e.18 ZE.=7fM,: 1L'.At,5: 1•E F a885,e'; E. W Z I.E.• 6e.15, e, Al. 5 Wo :PVC S.Q, 66_ _.-.. .....-6fi _:_ _:. _ :_ _:. : : .....: -:.. :. __.... -..-. SDR-55 _ -.. -... _. -_. _. .. .. _. -.. C.AS, 17 0.-40 9: S. D. MH 4 G RIM •: 75.AJ : _ _ : RIM r 78.87 JOB 11a 1.357-003-611 I.E.• 70.54, 12"N 5. -. : . : I.E.< 70.68, 24'W _ DESIGNED ROG ...: !6 : L.F. /.E.= 70.91 , 211,E_ olllMll JHD/J8 tz it Pre S. D,; I':.. 30 :....L..E. _.:.. . -4Z.F:7b6L, 12'.N,-5.. -:__ - _... . _:_ :.... _.... : _64 COIF. ... .SDR-55,Le 0.30 J.DMH45 CM6'XED✓ f✓ V. DATE FEBRUARY 1983 T/M• 77-79 I SOR-35, I L E. 64.4B, 24" I':E.,W. : . : !, do 0.30: Y - C.e. 0 fO 4E,' 7042, !L"N;5- - . :RIM= 76,73 - - It-0: PVC s.o, _ _./.c- 7L73. rr° N.,S. 62 0� N 0.30 Y. RIM• 75 LB : . I E. • 70.57, 12" N.,5. OF 44- 91lIfi W • 30l 4M V dw 40 _ REVISION: /t• �' - -'\ NMI DEWRNRION/DATE I BY -N — verify location of existing uf' ities ��= VI prior to installation. x LOT 33 LOT 34 (Div. Z) (D I V. I) STA. 26 /NSTAL TYPE C INDUSTRIAL { OR/YEWAY AY L AND CRUSHED ROCK SURFACED * * RAMP TV EXISTING GRADE OVER WATER I IVE. d STA. 23+10, 38.Z5'LZ STD. 6'FH. ASSEMBLY i STA.23+39, 45.75'LL JTA. 23+39, 9'!L S A. Lb Mb.11, 3e..25'LT TYPrLAL Dorn srnE� or srxEEr °e3, T JTA.li+b2, 4575'LT.; 'D; 6' FH. SEMDLY •�' �` S.a. CB a'/1, TYPE S EH. STA. 23+34, 45.75'LL 8"x 6" TEE 12'xB' CROSS S.O. C.B.//3,TYPE S /NSTALL C" x G" DDAG I F H.STA. 26 5, 45.75ZT RlM•7779, 39' LT 8" PLUG TO NORTH /2" BVTO WEST NOTE R/M= 79.11, 39'LT. COMPRE351ON SEA/: I LOT 35 /.C. 7e.92, !t, N, S © B"GV TO MS Of TELEPHONE JUNCT/ON BOX TO BE RELOCATED BY OTHERS. LE.•74.27, 12" N.,S. TApp1N4 SLEEVE. ; "o / (D IV. _) 4, UNIT 5 EXTENS/ON v UNITS EXTENSION p1 j .jE C /E.= 71.72 24' STORM DRAIN STUB ()yp.) 4r w PLUG LSI 26 +G7, 9' LTSee Note this Sheef) SEE NOTE ( TER CONNECTIONe/oil Sht 36 Law u - - UT- " r .n M .. . .. .. .. . . �.-.. .. ... .. .. Y_ ... .. a _. , ' , 'n 'm •e ,•aa�:a , . ,c "ba, " a,,,,,wa. Y� vp VvW 12 g?�a a G` z o o x a). a , ' m /NSTALL TYPE E-1 CURB o I' of •r4 LANDSCAPE PER SHT 40 +k 'l 336 L.F 2f"¢' RCP C76 CL. 3Y.5.0. LSD n PO4L.f, 21'0, RCP'1 C76, CL. SY S.D. e0.40Y. - - - - - N g 'm W w Z 3 3f7L. F, 8"♦ PVC, SDR-35 S.5, @0.4% 353 At,F. B"♦PVC, SOR 35 SS. @0.4 J — EXIST . ca mg 2 0 0N It n h h N } N • G� i �e 0�m a p. b �• R'.. a N q . . .. . — ... .:.. . .. r:. ,.: :r...'�•:!-rcw-+ ..... . .... '+r+Yw.i:!-. .. :.1-w.-n-.-...... . H:. — «;.. . .I - •!M% --t• ',a,,..�z: - y ... .... .. .. _. c .. .. .. . .. . . . .. .. .:.:Y: •.:, - ..'.. . .;.. ;:.., ""} �..-- --p£.-s�5�.a::::.:r "vim._ ..... .. . : .. . . ... .... _ .., ... . . ....... .... .... .. .. ....♦ . -.\..mom-....... . . '.'i:. . _... ... 'ti-. W \ . . .. . . . . . �. . . .. .. . .. ... "'.5' . . . .-:. . . . __ .... . .. .... .'mat "Pu1..- ' C'7, SEE IIOT J C2 N 72 .. .. . ... .. COM< W -- - `E - "i0 RA/SE EXIST VAULT FRAME {COVER ? /.E." 74 4 TO MATCH 5/D£WALK ELEV. co STA. 23+ 10, 38.25'RZ STA. 23f1 1' LT 5TA. 23+39, 4575'RT TO. 6"F.'H ASSEMBLY STA. 25+05, 9'RT W/PLU STA. 16+4G. 11 1'LF STA.liHb.11, 5B.t5' RT * W S.D. CB • 12,TYPE 2 S.D. MH• 17, 4B" 8"x 6" TEE - F.N STA.23444, 4575'RT S.S. MH{4, 4B" S.O. MH• B 4B" Sa C8sf4 TYRE S R/M= 7Z79, 39'RT. RIM- 79.93 13" P4Lv6 TO 5OU7H R/M=B0.48 RIM-B1.3 RIM•TY. 39'RT 'o STD. 6" FH. A55EMBLY /.,�. : 7Z-9J, 12"N S. I.E. - 72.f1, 21" E., W /.E.=7134, B"E, W LE.-73.46, 2f'E W /E.= 7427, 12" N, S. ', : " /NSTA. 26+75, 45�75'RT UNIT 5 EX ENS/ON 1. E." 72.62, f2' At., S. /.E.-71.44, B, N,5 1. E.=74J6, /2' W, S. UN/T S EXTENSION ECCENTRIC CONE ECCENTRIC CONE ECCENTRIC CONE aY STA. 16+62, 4575'RT NOTE: All storm drain stubs f - p PRIOR To CONSTRUCT/ON OF SO TO /NSTALL a"xi' GOAL Catch Basins or Storm Oral PRIOR TO CONSTRUCTION OF55 TO ASL CONTRACTOR SHALL CONFIRM COMPRESSION SEAL Manholes to lots behi LOT 26 /N57A[L STD. DEBRIS BARK/E ON PIP,- INLET. CAST, SHALL CONFIRM LOT 25 LOT 24 ? T RAGE OF X/5T/N4 B" WATER TO EAST TAPPING SLEEVE. sidewalk shall be a daiaum hIANOPLACEO R/PRAP AR 4 TO INLET (f0' RAD/ALLY) GRADE OF EXISrIN48'WATER TO EAST } _ (Div. I) PROVIDE POSITIVE DRAT AGE TO P/PE ALONG DJU9TMENTS TO SANITARY5EWER (Div. I) OJ4.40E I TS T05TORM DRAW SHALL (Div. I) 25 linear feet of 12' dl�et ROADWAY EMBANKMENT If MAD£ / /YECESSARY WITH Eo' unurrY EAscnENT - PVC pipe at a minimum. slope of Q GRADES SHALL BEMADE IFN£CESSARY 3 WITH APPROYAL FROM THE ENB/NEE PPROVAL FROM THE ENG/NEER. 0.20X. I5th STREET SW SCALE: r - I" = 22' Vertical 23T00 24+00 25+00 Contour Interval - I" = ' 26+00 27+00 28+00 Caour Inlervml - IZI V O (f ei 62 y e2 N w DES/GN GRADE re= 5-•oM'•Y. M > ea _ _ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - R3 EX/STING GRADE _ _ — — — N — — — — — — — — _ — — — — — — NORTH f SOUTH g' EXISTING B" WM. CONTRACTOR SHALL c - - - - - - - - CONFIRM DEPTH AND LOCATION PRIOR TO O ` W 78 - - - - - - - - �, - _ - _ - - - CONSTRUCT/ON OF SS SO FRrIN SS M 4 AND SO MH4B AND SHALL ADJUSTGRAD£S WITH - 78_ _. r. APPROYAL.OF 4WINEER TD A I ~ �'- 290 1 . F, 12"0. D L, CL.5Z WM • J � 76 42" Min. Cover) _. • D t 329 L. f', !2'f, O. l., CL.52WAJER MAIN ( __ 76 Q r - a0 Cal 10 0 .F-, CL. IYS.D.> Ca0.40y 204 L • p1" * RCP, C7b, N _ I~ 74 0 W N 74 5 v/ W 336 L.F, P1" f RCP, C76, CL. 1QS. D. 0.40Y. � �.. z `�— J 353 L.F, B'4L PVC, SDR35 SS, La 0.40X _ -72 72 r a � - a " 0. 771 PVC, SDR 35 5S, Ca o 40 y It 1 1 R/M - 79.21 +- 70 N _.._: _.. _..-. _... 5,5..MH aY 4 :.. _.-_.. . . _ .. -. 1..47 �.74.27,. fZ'_N., S. m 7Q. - ... C.5, a' f 1 RIM •8D.4B R/AU •7 7. 79 : /.E- - 71.34,. 8"E,W : : : f2"0 PVC. S.D, : : . : . 1.Ei= 72.92 . M".N,S. L E.< 71.44, 8' N,5': . . . SD.R.:35, a D.301L - Z S.O. 40106 -. 3G LF.:, _. R/M -Bf.89 -: 68. 68 R. 5 490.3 5.0., - l-.- 79.46 2f"E., W. JOB N0. 1351-0a3811 5.©.R 35,@0.30 y. S.D. MH W 7 : :/. E- 74.A'P , f2"K, S. ostrlleD RNRIM=79.93 1.E..• 72:11 , 2f".E-, W. : 3B L.F., DRIMM JHPIA 66 1. E. 72.92. f2".K,5. _. _ _._ . . -.. _.... __-. -._.. Tno- P.Ye,S,D., .. ........... COIL. ,.. 38. L.F,.. - : . S.D.R. 35, a 0.30 Y. MIi JdI C.8. At 14 f2"¢:RV.C., S.O.. : . - R/M.�: T9:2f : : : : : : : : S.OR..35,90.3070 C. B. 4 f2 : 1:E.< 74.27, f2" N, 41. 64 ..RIM : 77...79 _... -_ _... _ _.. __ _ _.. _ - _. _. __ OF as writ. Sol fk ir. 0 ,. F- REVISIONS CURVE DATA TABLE TOP OF CURB ELEVATIONS No. oasanrTmN/°ATE 9Y .rrynow we r , win, rt CURVE DATA r''. v' - i��r=ef Rob N0. DELTA RADIUS LENGTH C- B - I C- e- 2 C-B-F,(• C-8 - 6 c- e- 1 la° 34' ao.r• noes 43.47• LOT 35 P. C. 80.73 81.09 80.44 81.27 LOT 36 R = 5210.95 (Div. I) (Div. I) 99.97 s C- 8-2 14° 34. 40.7" 170.84' 43.47' p /4 80.80 81.20 80.61 01.51 T : 100.00 d I C-8-3 02^ III 55" 5182.95 198.89 2A 14 80.87 BI.3I 80.81 81.73 C-e-4 02^ 11' 55" 5249.95 201.46' 3A /4 80.97 81.38 81.03 81.93 C- 8-5 04" 11' 59" 2037.20' 149.53' 1 P. T. 81.09 81.45 81.27 82.10 / e� C- 8-8 04° 1 V 59" 1 2059.20' 1 150.94• A. ld+50, S7.39'LT - _ _---- -- -- - STA. 31+50, L6.39 LT. ^ S.O. CB• TYPE S, 48" - S.D. C.G.!17, TYPE4,4B' 5TA. 32+42, 34.75' LT STO. 6' FH ASSEMBLY STA. 32+42, 9'LT. i R/M•80. JP, J9'LZ - - STA. 29+57, J4.75'Lr STO. 6"FH. ASSEMBLY RIM•81.70, 28'LT B' x 6" TEE N RH. STA.3P+50. 34.75'LL f2"x 12" rB" TEE _ B" PLUG TO NORTH N J2•' B V. TO WEST ; /. tr ',*,. RE IZ'NS d'x 6" TEE F.H. STA. 29+65,34.73'LT I.E. = 76.25, 9T V R •'�� V" UNIT 'P,PRECAST COVER d^ P1.04 TO NORTH UNIT'P'PRECAST COVER "' d" G. V. TON (S� STORM ORAlN STUB (Typ-) LE=74.59 /! w P_LUG (See Note thiSsheet) a W/P4UG ;!j: r MY ':. ,i:Jv.:V'•'::�f. M :: 'Jf' 'S� 'rb,i/>$` ,;0 � � P; ,^Y i ,Ny. . . '4:-.:.h1. r .#. ^Q< . Iv,. :. ,., 'v.. :. .� .L'.. •Sn,' 3: ,'•♦♦/�� y qQ,Q 4 vy t. L N O N L V) • W L.F 5"I RCP C76 CL.3P S. D. B O.40Y. KK rn R 300 let F P 6 Y Ims (� n. u• m ms [. - - � � Q _ SNBTALL TYPE E-f CURB ANO N.e7. 07 ss e W .i7r4 L.F, B"•p, PVC, 5'OR 35 55 'i O,40 Y. LANDSCAPE PER SHEET O y°• ✓ 4 J 3 J V 10 -N _N Iq Iq + J m N ... NI! .. . . . ' ' . . . . . s4.!:e.yn .xa.zw,4•In+�.,w.' . . '. 'R••fi*•+. •.y..-,:C' .•,.;-».•. _ :.:j».-.r-r f+�«�+,-«.'.r. "' ..2.:�r '`..r.-. rara.'r'Jo.• .�,':. �-w�ww .r ;..a="Y n7.. :..`."_*' h .. . I ... - 2 � ' d 4 C] w /.E• 7 .03 �- + a- -... - - - _ _ /.E. •7 .55 EXlS -I 12" CMP SD o w PLUG TO BE EMOVED AND W PLU4 i S . 28+5 9739'RT. STA. 2B+5B, 9'RT JTA. 29+57. 4575'RT STD. f' AH. ASSEMBLY SALVAG D. STA,31+50, 3739'RT STA.31-50, PLT. a - STA.32+32, 9',Pr STA.52+42, 4175'RT. 3T0. 6" FHASSEMBLY t0 S.D. CB+► 16, TYPES qB" 5.5. MH 0 5. 46•' d'x 6' TEE r.H STA. 29+65,45.75'Rr s 0. CB N/B, TYPE S,4s, S.D MH; 10, 46"1 a a S5. MH 04, 4d" d' r 6• TEE FR. STA.32+54 45.75'RT z RIM •80. M, 99'Rr R!M•192.06 S" PLUG TO SOUTH 1 INSTALL TYPE A CURB l 41ITTER RIM • 81.37, 39, RT RIM = 83.55 ' R/M•d3.67 6' Pi lit M SOUTH w /.�E.• 75.09 12" N,S. /.E.• 72.75, B, E, W 1 AND CONCRETE SIDEWALK LE. • 76.29 12" N, S I.E = 7594 I5'L` /.E • 74.25. d'; E, W UNIT 'P' P1�ECA57 COVER I. E.•72.65, 41 , N, 5 (Typ/eo/ Both 5/des) IT P'PRfCA5TCOVER I.E. • 75.7f, •W /,E= 74.35, 0'. ; N, S /.E.•76.16 ' /Z'N,/S. ECCEIITRIC CONE Z STA. 28+5D, /� LT INSTALL STD. DEBRIS BARRIER ON PIPE INLET ECCENTRIL CONE NOTE: All storm drain Stubs fain S.D. MH0% 4d" HANOPLACfD R/PRAP AROUND P/PE INLET(10-RADIALLY) Catch Basins or Stor,. Drain t3 R/Af=B2.26 L LOT 24 PROVIDE P051TIVE DRAINAGE TO PIPE ALON4 �� LOT 23 Manholes to lots lxhiod Z IE.• 74.d1, 4- E (Div. =) A10ADWAY EMBANKMENT. / (Div. I) 25 linear feet be a diameter of /.E.•74.27 2j1, W sidewalk Shall of a " diame /. E.• 74.96 , 12 At 5 PVC pipe at a minimum Slope of C[ ECCENrM6 C E _ j 0.20%. 5th STREET SW " SCALE: Horizontal - t" = z2 Vertical nt , ' = 2' 28+00 29+00 _ 30+00 - 31+00 32+00 33+00 contour Interval - t' r o M m p 0 0 m'I ( Pill. Z I . LLI N Ms.To.JOA_ _ - - -- - - - - - - L)£s16AI 4RADEAr>t.. Q e{.461 - - - - - - - - - W - - - - - - - - - - - 8..2. NORTH [ - - - - 82 i MItU) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - souTH� = O � W - - - - - Ld 8.0.. - NORTH/SWrN.f - 80 � r � 191 L.F., 12"t. D l., CL. 52, WIN Ll. J (F- _ 0 �- _ZB.. Min. Cover) _ 78 Q t 285 tL.52, WATER MAIM (42" 291 L.F., J5't, RCP, C7G, CL. 8 S.Lt, B C• b� • m ~ _ S. n., a 0.40 Y. 7s U W rn $00 L. F, 18 XCP, C7G, CL. • 0 W � � O J Cl) - b:4 Y. F 74 374 L.F. 8"+ PVC, SDR 35, SS. a s.S. MH4'6 f C,B. 017 RIM' 03.67 + AE. _ 74.Z5, B: E, W + _...72.. ao - /.E•-:76,25, It N.,5, /. E 74.35, S, N, 5 r> - 72 _ S.S. .MH ! 5 . . - f2'f PVC, S.D, R/M 82.DG SOR 35,�0.30X z . . . . . . . : : : : : /Z. 72.7AE e: E" W . : : : : . . I . : : : : : S. D. A/H• f0 : . m LE 7Z 85 a; N, 5 70... ...:.. - RJMPC3.55 _ - 70 Q . . . . . . . . . . . . . - - /.E.: :75.94, 15 'E. . . . . . . . . J5 E. =: 75..71, 1BW. _ A7• N0. 1.357-003•811 LE ° 76.fG, M-N.,S. MIONIED RDG RIM•:BO.1P - 38 L.F., DRAWN JHD/JB L. 7506j 12;AI, 5 6fl. ..... _ 1LC4 AW '6.0. f2'f PVC 5 0., - 88 - COW. . . . . . .90R•'JS.B0.3D}Y - : : : CHECKED JJW MHi9 C B + fB DATE FEBRUARY 1983 t A'u►•:B2 2L RIM ' 6L97 1- 6.P 76.29, 12"N.,S. / E ^74.9B. 68 . ... IE�74, Zl 1P: ®p W70 . D i lDR•J5. . aL . . Lie RTF1'BO 2 /.E_� 7309, 1L, A5 Y as 44 tNtFTs W 85 STR. 301 5►+T. g or CURVE DATA TABLE STA. T.. 100*59, 52 ■sn9toNs s.D. es 01"&B, TvP r TOP OF CURB ELEVATIONS 12, x 4 E �P+'t oNl•Ar9 B9 CURVE DATA TABLE (CONTINUED) N0. DELTA RADIUS LENGTH N0. DELTA RADIUS LENGTH RIM'Bt.50 Ill N� J/ r4 ♦n R,4 C-9-1 C- 9-2 C- 9 - 3 C-9-♦ - - C- C-9-7 C-9-8 C-9-11 C-9-12 i P O ; LE.-77.63, fr E, W II �'Poy C-9- 1 or- 36' 00" 35.6 53.51' C-9-10 160° 00' 00" 6.0' leas 1 W.. P. C. 83.48 82.58 83.10 82.31 85.06 85.46 84.53 84.85 85.17 85.46 ' C-9-2 92° 3T 33.9" 35.0, 56A8' C-9-II 9° I8' 24" 243.89' 39.09' ( TA. d4 Nl, 9'LT. e° - - r _ --- \r > t i 1( li /i- CRO53 A /4 83.37 82.58 83.07 82.30 85.13 85.51 84.59 84.96 85.24 55.60 ERR C-9-3 92° 4fi 21" 35.0 56.6T C-9-12 9° 18' 24" 28789' 46.14' fG" . VALVES TONS _ pD`N 2A/4 •2.84 8i00 I 82.81 82.68 85.27 85.49 84.66 85.04 85.30 85.69 ET !6" x If-RED OW pUG 4 c. C-9-4 87° 22 26' 35.0' S3.37 3p/4 82.56 83.73 82.40 83.37 05.39 85.48 84.74 85.11 85.37 85.77 3I /� y Fj 96 �jP�ll1� LOT 36 sTA. /00+59, 52'LT 1t'B.F. VALVE TO w C-9-5 14° 34' 40.7" 170.84' 43.4i SD CB'r Id A, TYPES (DIY. I) 4EA - TYPE 3 BARRICADES. EACH BARRICADE 6'LONG P. T. 62.57 84.05, 82.35 83.72 85.46 85.49 84.85 85.17 85.4e 85.83 V - ° RE.- dt.49 SUPPORTED BY 2£A- e'x B' CREOSOTED WOOD POSTS. STRIPES j ti' aHZS C-9-6 14 34' 407" 1T0.84' 43.47' LE.'77.49, lt'E, 3 STA. cvAm ,i TO RUN 0U7GONALLY DOWNWARD FROM LEFT TO RK)HT ON hI END suns f •rrrtrt 42.61, 22' EA5T TWO BARRICADES AND R16HT TO LEFT ON WEST TWO AND 6JDFMALK m BARRICADES. P C-9-8 9° IB' 24" 265.88' 42.61' m . . p) PL Oct I B CK RG /OOn )� e4 L 0 T 37 EXIST• 55. MH(METRO) ° C-9-9 90° oo' oo" 6.0' q,41 * rt ,a taD.ee.fo re. STA. 35+P5, 34,75'LT. STD. i' F.AlA53EAFILy ,�--,._ - R/M • d4. O m et Sl 4H„J y , S.Q, - B"x L' TEf EH.STA.35+33,34.75'LT. (DIY. I ) j .«. •� a 50R-55, a" PLU4 TD NORTH f /E.• G7 4 W `• - ADJUS EXK MN TO J t,P R.O.W. a MA NEW /DEWALK / .. ° _.,• 5 �« #'.- �- . . -- .- - - _-_ - __ _- --._- _ - - - I 5'A5PNA RA P / ' 1 .f . a t ,.- • ... .. .. . : ... t -.. . J. . .. .. ., . b .. .. . ., a .v . . O 1:, w /G"z 1G'z I- TEE AIR VACUUM, RELIEF ^t CL. 52, WM B'• T££ iG" a. V To EA57 e& L.F., /6 6 al., CL� 52 WM, YALVE A53EMaLY .�. p n B"GV TO SOUTH 7 _ _h y-- _ 8"G V To NORT,v - pc 3 tie_ %• VENT 7t1 EMBANKMENT 12 4 D L, CL 52 W,M I CCT.:-2 --YYA?- _-_- -_,t, _ - _ __92L F IG�. Ol;CL:52; LVM -._ __ ___. _ __ __. _ _ _ TO TH rC 8 ,04 i i _ - n 67- U7' 56" E. - .r ... _ - STA. AL LD 33'LT. - ---- _ � RR�.0 lbs35 II r Rr. .ecs7B 14 LE 6'/ D.l _ 1 INSTALL DUAL _ of sec.jnrE.N . - o 1 COMPRE53/ON SEAL v *l' w 303 L.F, �I � ! a IN TYPE E-f CURB \ r.e.-e5.ab TC.,954u PC - es.ee - tc. es.e: - l AND VALVE FOR SLEEVE @-i PVC,^ OR35S P 1 ,,, t i,, ,\ T BA+9 CL 52 Wn. Pr s7+c+ . \ : AND VALVE FORCOLEEVE J PC ND i TC.-eS4e -f - _ ! f 10 itIs 3S" 25 9 R c " W AND LANDSCAPE PER SNT 40 r.c. _ i. i 8' x 6' )EE 5SS' _ i L9'LT M:. s7>v. 3e+ q, W r3 b v - _ s - - - - G S. � 45' BEND V - . . A 48 T - -. _.._. . _. _ C =37. 0 AID ...... / NE • ..v . . ... . :S `i: is�' •'J W £LCNRIH' .�:i,.�r�::z^;.47. .:�".:�r�f�)J::♦:'i i. i7..J+ ' 'm^iit; i-4 `y;•3t� !G� ffl t 11, . , 7 A ".',•:!....: _ .a. r .,. .. .♦. o':aa -..r..i::: v.:�•v .��. .a_.Y...,k::.:;.i.,.._, ....... {<':,i;:%.!.:::J•..,,• it. :Ai t. N O '�--•• .,.. . ` °^' "' _ T� KT24NtTSTEEL CAS/�/N .:'._.. r ::i: m ` ...r.• ) r. - . :j.,.:_:rr.•.:. .r;: :.:: iv:iy r, ., •:.iv:, i..)'&+'gss.'^o�. " �. . . ., r P FRI9M CONMAC 92 TO 5TA. 58+44. W i:. O :'^::` . •. - _ - - , . .•. • - •... '- CA /NG SNAL es BE FILLED WISAND Z _ S' ASPH LT RAh1 ea <, - - - - - - LUGGED ASON Y TO S/D WALK D ENDS P W M R O EXIST. TEL. MH C S A.ST+80, 34.%'RT � R/M• 4.7/ dt.73 �' B'x i' TEE / w f . T 99.36.36 rr TCH PA'l7POSED S/OEW4 C V INSTALL TYID-E CURB/ GUTTER dP PLLf6 7D SODTH 1 (1\ }t y \ _ `fC, TOMAie AND CONCRETE SIDEWALK ,l SrA.a;7.99 2q Pr 99«e+. v f ss.rr RA/5E EXIST VAULT FRAME ICON c� EV. CO � ANO p 'WALK�EK + r .-e . rc. •eE. � (7yP/ / Both Sides STD. i" F H. A0.7EMOLY' j W F N STA.97+d9,S47 -A-I STA. 34+41.27, T. YI LOT 23 INDUS S.D. AM01f, 'I " R NATE: All storm drain stubs from O (Div. I ) (See Sh etY DOR. SW 1 RI.E�Bia4; P' N.,s. LOT 22 n pUGE1 POWER ManholeCatch s aaemCo arlDteoM beni�a Z £N1 CONE STA. 35+35, 9'RT. (Div. I) 1 sidewalk shall be a minlmud of = 27' S.5. MH* 6A 40' 25 linear feet of 12" diameter- N 90• ---- 2? \., 1 RIM•B4.19 P C pier at a minimum slope of 3/.E.• 76.20, B- W 0.202. 40' ECCENTRIC CONE AE 15th STREET SW .MALE: VerticalDI- = 22 Vertical - , = 2' - 34+00 - 35+00 36+00 37T00 COntanr Interval - I' a c a h a o III k ro „ _38+00 _ a ID Q a m z� -e8 88_ N W TRAN + 5/T/ONZONE STA.31,00TO3B92 4 STANDARD ROADWAY 5ECTION TO MATCH to ; EX15T PAVEMENT. 86 L7E5lGN GRADEATf � O 3 EX/57/N4 GRADE _..- - -- - - - 86GD _ _ _ - - - - - - O - W 84 :_. _. _... ... _. - - -- NORTH - - - - - - - - - - .. .. _. .. NORTN 01WTH � 84_. } - - - - - Us Z ~ H SOUTH �' _ O JN 82 OD - - - - EX157.. 1G" 0, • - - - 82 � IJ. l., CL.52 WM Q �- p/, CL.52, WATER MAIN (42' Min. Cover) 80 4 0 !2 t,D.L, CL.St WATERA/A1N (AP"M/+1• COMr) 92 .F., 7V D:1., CL. 5P,-WM AIR VACUUM/RELJEF VALVE 80 W VENT TO NORTH V • w z Cr F- TB _ N STEEL.CAS/NG_.AROUND MM 7B___ STA.37+92 TO 5TA.33+.44 _. . _. , 76 � Q - - 3031.F., 8"f PVC, SA435,S.S,�0.44% � _� - 76 c 74 S.O M H az 11 RIM 84.19 = B3. _... I,E.- 76.20,.6-W _ _ -..... - -... 74_______. m LE. = 77.34, 12-N„S- : oossto�N9D1.357-003-d11 DWsso JHD/JB ROG 72 - - - - 72 _ - car, 3 CHISIXED J/1✓ DATE rEBRUAR IM O .70 m 70 OI° Ms_ x- eF 44 m am w 55 5-r t. 50I - er REVISIONf OROGAM"SN/OATS60, OT 'VC, 1 mnron„rt�irr>e 50' — 0 LOT 28 4 (Div. I) LOT 31 ` 1 REMOVE AND SALVAGE (Div. I) I �� EX. 48'♦ CMPSO CLEAR D 1� - 1 f '0 INST L FILL MATERIAL TO EL. LBO AND HYDROSEED • R<s. . S + 'L . - D�1 TA. M19B, 35 ;��.,, 3 D.PR /DE POSITIVE DRAINAGE TO S/M-73.70 ' 48' �,� �� " I S RM INLET AT CB X 6 TO NORTH. `I _ " _ STA. 2tL0 35:L . R hc_;';TqN�S STD L' FR.. ASSEMBLY A 42/30, t8.79'LT. _ S D MHa`F2,- 48" - LE . LB.03. t " IN 5 FH. STA. 4tslt, 1Is75'LT 8' x G" TEE RIM = 74 10 L E- GB. 13, 12" W I " PLUG TO EAST -- ECCENTRIC CONE REMOVE AND SALVAGE - - - � N7 ..._. r.. "'---. " •. EX.4B"d CMP SD I - - - . . �_. _ - •� �. .. �.�. u ' O a / ` rS r O •.+ } p8 EXIST max •,ryOFl fF�': = i eE�o�E r T ,o ............... ..;r;,G.•c;:.Fd ' y'�%'Y.'S- r;e:`.' 'r '.,t a:::� 'i?Fil. - ,, - _ — - _,.. ., . ..e:•...Y,}p ..��;...•:.A:i.?i.'::..,n:. .>...u.Fs• _�„-�.y.. .. '� .�y ..,...._....-.. ..__.., :,a.Y — _ � � � .�; �-•�.��:'�= �� :.. ... . �,.•� r .-: -.��'•��. � :,.��i-''y''.:_t+'"_c;:., of a pe �I v)I I' RENCI EX/5TIM ASPNALT CONC SIDENOLK REMOVE EXIST'r CMP REPL ACE W/TH SAWCUT m ejg /N5TALL NEW 8' WIDE CONC. SIDEWALK Jt L.F, B"i PVC. , S.D.,SOR 35� to.OY. ASPHALT MVEMENT MATCH CONC. SIDEWALK 54 L_F, 8"4, D.L, CL.5t, WM REMOVAL / REPAIR -N N W/R/MOF TEL. VAULT 56L.F., It'I,PVC., 5.D.AOR35�A 0 -ilsl.io 2 SAWCUT N. oo° aa' S6.2 " _ •� A PH�1 PAVEMEN 's — �—N R MOVAL AI RE R1R I I REMOVE EX15T1NB ASPNALT CONC. SIDEWALK 7.5' N I Z INSTALL Nt1Y 5' WIDE CONC. SIDEWALK N N I W 5 P F 85L ft I at/., 5Z WM v w I MI P39L f, !P"I It. WAF �. ..:'+"'" ..•+.w�"• \ _ METRO SSMH a \ —== ^ I RB3-!3 EX - " STORM DRAIN STUB (TyP) I` (BY OTHERS) 1 2- G" SIDE SEWER STU85 i.E.•ri.os R83 -MEM 14S MH (See Note th/S Sheaf) C _ _ _ _ __ 42+50, t5'RT. ON METRO INTERCEPTOR SIDEWALK TAPER 41 1� I SIDEWALK APER (TyP.) !t"x 7t'x 8" TEE (BY OTHERS) RF�MOYEEXIST •AI8"CMP (BY OTHERS) (See Detail) \ _ =1e• r --_._ See De'ta,l Jt' D.V. To.$. � C2 � + +" I�r + '0 8" G.V. TOE. W (n r ., _-/ 5TA. 43r99, z/,rRr. z + -r- I + - AWCUT AND REMOVE RIM*72.90Pir 7I,48" _ 5' OF EXI5T/N0 ASPHALT L0 3I FOR MATCH SECTION. , UNIT'P'RRECA9 OVERW w 1I I FUTURE METRO 24" J..3. INT£RCE R (BV OTHERS) NOTE: All storm drain stubs fran Z Catch Basins or Storm DrainLOT 5 O 'y LOT 4 I (DIN. I) Manholes to lots behind 121) ~ f �\; (Div. I) i 25dlinearevalk afeet of 12•idmiiam tat S� ill PVC pipe at a minimum slope of V' } 90' so 0.20%. I 60' 60• p 11 , 0 STREET SCALE: vertkrical a - = 20; - 1 = 2 43♦DO 44+00 Contour Interval 1 40+00_ 41+00 42+00 _ � � N F- $0' VC FIRES, Z v OV h EX15rlV6 GRADE AT f-0.24Y• - - - - g 74 d H 74 _ ^ - - -� - - - - - - - - - - - - - - - - - W aZ � � s _ COM 72___ _ to 72 3 LING — _ _ O J- ON 1 i 1 I i 2B 5 L.F, 12'I, D.1., CL. 52, WAY ' 70 • O 239 L.F., /2"#, D. 1., CL. 52. WATER MAIN b Q 70 _ - r } m!Z INGING p W - m • �� 118 L. F., 12'� PVC., 5.L2,SDR35Cd 0.3X O u _ 68_ • W n Z v' I- 66 S.:D.. H0/ 66 RMt _. .._. in L E:, 70,40, 8:"W Oq c 14 L.F. /.Er LB.44, 12'B + - _.... a-- . . . EXIST C. B. - : S.D. M14+1' 13 L:E.- 71.80, 8':E I.E. = GB-03, 72'N,5 0: 62 __ I.E. GB M, 12" W L L.F, 12"o P✓.C.,S.D. roR in H37-003 Efl SDR 38,Ci 0.5%. : . . : : . : : . mom RD6 T - : . : : . : : : C.B. a' /9. DRAWN JHD/Je o AIETRO_SS.MH :. . .. _TE.=LB.4f : f0� £"E,-WSW :IPHB-14 DEC= Jd 1✓ COW._ .METRO.SS.MH _ . _ . _ _ _... _. : . : . . . o (By Others) (By o tners) MT! BRl1AFtY 3 d 0 o _ v _ Z4'*, METRO AUBQRAI WEST VALLEY INTERCEPTOR W OTHERS) OF 44 Omn f gg 5-M 501 SH-r. 10 of 44o , \ 40 40 REVIsIA1iS v N0. DESCRIPTION/DATE BY - I�. STA. 45�82, 2>.17'LT � �,°,,, Rrrn/#vs Prtcirr lrA~# C,S.0 ZOA, TYPE S 7 27 R/M= 72.50 �� s acres R LOT 28 LOT 9 uNIf �S'EXrENSID \ ! <° f ti (Div. I) , , (Div. I) / ` Q11 CLEAR w /NSTAL.L F/LL MATERIAL TO EL. G8.0 AND NY,080 �� .1 ,- - - _`'� „ STA. 45f 15, ZB.75',t T STD. G" F. H. ASSEMBLY PROV/DE PO rIVE ORAhA aw TO S.D. MI.ET `..��:.� �'i I � pa 6 x G TEE F.H TA. 45f 3, 28.75 LT AT S.D. MN TO SOU j'H. - 3 ,� B" PLU4 TO E,45T / A A I 'E lyj \ -- _ ti I .:::.:..:.........•..:.: ;...........:.::::::•:. '...........: :'........,.::.. . .:. .,.•.•..•.. • ::'::.::::: :.:::::: :•:::.::::'::• '�, REMOVE EX tar.--_- -- .;.. w 6 r1 CMP# C.B. I , - .�� Z .:•'..- I na'' _- MOVE AND ,51ALVAGE :... r 48., ty "1 n r.Y -. ..' _�� :> :. --- _� t� ::;.: WAI 11. .:.......:::. :': :` r - ...::::::. ........... ... ........:...:.::. .,... . ..... ............. .. .. ..'...:. .:..... ..... .....:. �.... ..... .....:.. .. ...: ......... . ......:.:............. ... .. . ...:......:....... ..... . .. ... . .... . .. . .. . . . .. �. ...__ __. t........ .... .... .....-- -� . . .... ........ ..........:... . .. ................:.... ...:. . . ... . ... .. ... .... . aw-ri•---`�-- . ........... ..__ -.-:�-�_-.:... . . .. . . . .... . ... .....:........ . . . ........ .. . ... .. . . 11 .. . O . . ilt.•.: . . . . ......... . . . .. ..:. W ": . ...-•e•-r Q� r3 ... ................. .. _ . .-.. Q) 1 Q` I. 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MN�C83-/ r��. --r-,;r --s-• •' : i'::.::•:�...* 1:•. ,. :'is �.. ir•• I Q - 243L.F; "f, D £L WM taco=;-,:s, - ,NET.24 s� MH,tQ3-/5 ^ Q C7 f LL - - - 9 0M.U.-MPI L21�, � \ - i _ �-- • ol \ y _ - a R,E`MdVE ,EXI xASP ROADWAY r tic 5M. 454151 PS'RT -- _� ... -��\ - \\ ( q= 'A' STORM DRAIN 6rUBC /Z"x 12"x 8" TEE 1 - .• MP \-, 1 11 � LE. To.lo '• , �� 5ee/Vote this 5heet� P> 12" B. V. 7Z7 N. 2-G" SIDE SEWER STU I t 6" Cs.t/ TO E. ONMEJ-RO INTERCEPTOR - V� �� 35 k-T . I ""� (By others) R n,' RE/ifQ �`Xti(_ . B.�' �' CMP I W. O cc FU�URE �YIE TRD 24" S.S. I NTERCEPT�R \ 1 �� ", >. � 6 0 11EAIS) - , \� Ro 25 \ n W � r \\ a� - ..., Z ,- STA. 45f82, If/7 /�T �- \' � \\ a � t5 4 C.B. A` 20, TYPE -T j! �-1 B' I \\ � w R/M - 79.50 �► ENS ON CU 5/ ALK vi I \ UNIT S EXT l I 11 � +. A' Iq � ;, , S. I 0 I 2' I,: � I - O I Z H � 0 z LOT 6 - LOT 8 11 ,Z (Div. I) (Div. 1� � \1_0 , NOTE: All storm drain stubs from Catch Basins or Storm Drain Q j `\ \ Manholes to lots behind �� o \ �, � sidewalk shall be a minimum of A 22' 2 25 linear feet of 12" diameter 11 *- 0 STREET E T PVC pipe at a minimum slope of SCALE: Horizontal -I" = 20 \ \` 50' _ 50' _. Vertical - C = 2' -- -__ 0.20X. 44+00 45+00 46+00 47+00 Contour Interval --1' ....... __... . ...... ......... _ .__..... _.... ...__ . . ... .--_... ........._ - _ . 1 . �t�,, . : . . . . . . . . N NI � (\ � O � M rr^� h, ^ ^ V! . . . 1 . . Z _7.8 . - . -.. .. ... ...... ... . _ I7e rova W . . -------------ab . . � . . . . . . : . . . . V-1 . : 5p' 1!C. . . . . . . . . : . . . . I � . . . . . . . I . . . � I � . � . . : . Z) : � . . . . . . q . . . . . . I . . . . + I 1 . � I + 11 . . : � � . . . .. . . %�rCr. W � t > 76 . . . . . %a o ti N, 7.6............ . _. _:_ 4- _ x �-- . - ;� W _"It t4 '�' I : . . . . . . . . . . . . . +Q PROPOSED Gi9ADEAT � 7 Q 4. Z >IIIIIIIIIII,. Imm. .._.... .. ..7.4 ..:.. . ..... :.._... ... ...... .... ...... ...... . . ... - _ EX/STING GRADE ' op 4 ��o - - - E �,_. -� E15A 3 D. - - - - - - - - - - - - - , - - - - - - - - - - - - -� - � -- - - - - - - - - - - QW S]�S. . . . . . LL - - -�. I. -! . . . . . -------- _._ - - - .I �' - EAST�wE5 r sIOF k - - r1 - -� -- - _ - _ _ _ _ _ 'o _ 72 O _ -- ....... ..... _ _2 _ ........ . ... L f 7 C3 �- . . . . . u : : : INS AL L WATER MAIN ON FLAra)" DE . . . T I I as W �I I 245L.F., 12"0, D•Z, CL.52, WATER MAIN f w . . . . . 70 0 i_ I 70 • I w w . I � . . . . I Jx . Z : .�. V . . . .J . . . I I III . . . ( . 1 . � : I ) . M U - _ _ - 4 - _ ... 6$ _. . . _6.$...;_. . ..._... _ _ ... ._...... . - .... _ ._ __ .. : _ ....I....-_ ...I... . . .. .. .. _ _._. . __ _ a , ,, 3�I Z. F., 1�"� PVC. �p 3 . . . . . . 0 . . . . . . . . 01 . 1 . Q 11 6 Et y ._ ......-- - - _. ...... . ... ...._ ... _ _ 1 . .f............. _ .. .. _ _ _ . _. 6 . . . . . . . . . . . C.8. �20 A . . . . . . . � . . . . . . . . . . . RIM= 72.5D . . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54, L.F., /. E.= l7.97, 8; E, W . . . . . I : e"� Pvc.s.o, . . . . . . . . . . . . 11 _. -_ ... ... -. . . ..... ...... ..... ... ........ . ._ _ . ......... ..........f4 .......... . ... ...... ...... ...... ....... ...1 ....... ...... .... .- ..._ __ .._ . . . .... _ .............. - _ _ _ _ . SG�35,@2.4 Y1 .. . . . . . I. 1-357-043-8 . . . . . C.B. :20. 1 . cos Na 11 . . . . . . . . . . . . . . . . . . . . RIM= 7Z 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . : AE.= G8,gB,: ' .IE. S.D- NIE1*14§ .I . : DESIGNED R D G : . . . . . . . . . . . . . , ( .(See 5ht 1lA) t .. _ . _ ...... __ _... . .. __._...... 62 6. ... _ _ __ .. d : . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED�lal} . . . . . . . . m . : : . . I r oarE Feb. l 83 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . . I I � z . . . . . . . . . . . . __ �O . __. ...... _ _ _ _ 60 ......... ..... ....... . ......... .............. . ........ ...._........ ... ...'.. .......... ....... .............. .. .... ......._. ... ........ ......... . ..._...... ...... . _... _ .... ._ _ _ _ . j . . . . . . . . . . . . . . . . = . 2 . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . .. �o o . . .t. . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . I. .IN O . . . . . . . . . . . . - . . . . . . . e S II -t . . . I -. . - --: I . . . . . . . -. ;: . -. . . I. ... ... .:..:.I �.. . .-. .. .. ..-.1 .--I :a:.. - l -+ �i� i � � r-I : - 1 :-.::.-11 .. ----�.I . . . . . . . . . . . . . . . . �,. I h + i . . . . . . . . . . CROWN OF 24 O.A'IErRO AUBURN WE5r VALLEY: IN7`EREL-PTOR . . . . . . . . . . . . h - . . . . . w . . . . . it 4 4 SHEETS + SS S-f IZ• 301 S VA*T. I 1 0' 4D REVISIONS' x No, RESONNRnoN/DArt- lY / fY /f I lfY "i.pYlwN /-/O- y M PL U4 END OF CASING PIPE fsy ey f� WITH MASONRY DRAIN f CLEAN EX15T 24' R.C.P. P4U4 END OF 4ROU7-. INSTALL THROUGH EXIST CONDUIT, CASING PIPE I 432 L.F, f4l" 0 D.I. WATER PIPE, Cl.52 WITH MASONRY -`-� LOCATE ( SALVAGE I x w/RE5TRA/NT JOINTS GROUT a EXIST F/RE NYORANT +, lyt RA NT AlN. E,i.,ny Er_R.aI.,v e eoeaww.e.. wearenl _ �� CL52 WATER I JOIN 6' I ,— 55 L f,16"yW RES � 5 Lam/ �b OF C'�5 � '`•� � l REMOVE EXIST /P' PLUG °po cte4R i ORue u.Mns CL 52 W RESTRAINT d01NT _� E.10'.a IY" R.GS.P cppproa. mcoroel o • CONNECT TO EXIST 12"x 6' TEE I WATER MAIN. 1Y1 I /P" B.E VALVE TO S. y y L.F /I. 4 D. I W CONTRACtOR SNAIL J"( 0'N, N L S MA/NTq/N EXIST. 19 L.E 12"A D.1. WATER P/PE _� -� ' �y FEMCE DUR/Nei STA. 57f31, 67'LT '• •5 ' 0• CL. 52 37A. 53400. BOLT STA. S2 rSD, 72 'LT CONSTRUCT/ON M S S H•' 7E, 45" /e" - 1>V+' BEND 16" B.F VALVE 1W14 .0 — I5, /6"x/4'REDUCER W/VALVE MARKER POS e• ECCENTRIC CONE INSTALL x<CESS RORD ydy Ovf.( NN wp%lRUNE. 'V """ ~ �• f INSTALL -C W.N1MU f fflC S LINE. STD. 6" F. H. ASSEMBLY ¢K - i7t'•n,wu6 cRueMED Rock ewsE //�' Ll/./�MAINT6/K-fr"hl/N/MUM CLEARANCE. NOTE: CONTRACTOR TO VERIFY LOCATION, GROUND /f/ LF, 12"¢ RYC 5.5.r FH. STA. 50tJ6x 46' LT d"TM/"x - r.S" n/Nw <pW HED A0, tYRFRC/N4 ELEVATION AND INVERTELEVATION OF EAST • Is' 'o" SrA. SOrOS ro snv. s3.00. AND WEST END OF EX/5T RCSP APPROX. STA. 7/o - ::ONG. OVE.2 D./P r ASPHALT PAVEMENT REPAIR SOR-35, 0,22 ITI 57+29, 47' LT., PRIOR JO CONSTRUCT/N4 12" 5.5. FROM METRO MH* RB3-15 TO WEST -( STA. 49 + 75, E' EXTENDED, 33'LT. STA. 50+/7, 40' LT /2" x /2' x 12' TEE /6"x 6" TEE u 1f" B. F VALVE / V) 43 L.F, /6"f 1t"116"/NCREA5ER E. fe" PLUG, S. D.L,CL 52, WM, Z 50. N h w/AE5TRA/NT✓0/N 51 _ 5f Auburn City Limits 5P R88° 44' 13.3" E. 55 S1 �T W Algona City Limits 1� � J 3 < a 0 H o co WQ NOTE : Existing 24" R.CP is shown at an rt aS approximate location. Contractor v i^ Pa Shall expose each end of the P4" 3 R.C.P. to verify location and depth o Z prior to construefing f4" water Q main facilities. a J a S W W 2 tJ 2 W t Z H z U) II i 3 BOUNDARY BOULEVARD I SCALE: Vertical l- I" = z2'' 50+00 51+00 52+00 534-00 Vertical nt 1" l 2' 56+00 57+00 Contour Interval - I' 78 78 W WIJ ✓ Q a: > 0: 76 " \� 76 = O > It \ W I\ \\ Q C; D } CIO 74 Z� � � glA/NTA/N � } " MIN. CLEARANCE ` \ CAU HED ROCK 3VAF4c/NG Ov6( wATC-R nA/N O J 72 � � � \ 72 Qom © " Z - - } (b :) 70Cy) • W LLJ 4W4- 68 ' w/��sT$4/yJ ✓O/,V \\ _ ' / f / \\ / / / \� � \ F- 68 �42"�xh ov r Z 0 66 C a > 66 z A4MD SKIDS 4P 9'INTERVALS DURING INSTALLATION Ir 64 /4. PACK W/SAND SEE SKID DETAIL 5HT. 3e EX/ST/N4 24 R C.P CONDUIT - 64_ IF-6 I a Ios Na 1-357-003-811 �O/Nrs' M 432 L.F., 14" 6 AA CL.52 WATER MAIN, w/RESTRAINT JOINT DE&GNED RDG / DRAM JHD/JB 62 G iN'gfDViceA J . . , ;• - , .y 62 Camp. (ryn SOTx}2V5 CHECKED ✓1W DF CAVNo 95 MNO7LEE DA'rE FEEIRUARY 1983 RIM•70. 0 60 AC. -4L72, 12's,W 60 12 ©, f05 L.F., f .0 PVC S.S., yg 5DR-35, @ 0.22 OF 44 SHEm Y 85 45M . Sol, iMT. 1! or (b HEYISIO ND. DEECRIPfiDNIDATE BY M,wox Re✓e,uvl MA/ER TRACT B * E,'.°. u. , ., II �., 3 _ FLOODWAY MODIFICATIONS" 41I6'r<14'RED,(/C R / w — FOR ORAOING S.D. WORK yl /L=9O'�EN e a ' STA. 41+40, 43'LT OF FtOODWgY, e,,.- _ p SS MN�' 78, 48" - ��/ R/M•6700 - , d / _ ECCENTR/C CONEC S,•ri9' 7+45, 56'L7 ///NAND PLACED R/PRAP — / (SCHEDULE O) . BE S REST 5IG ONG •, NANOPLAC£D R/PRAP . (5[NEDULE A) CLEAN DITCH - - - - }yC AS REOU/RED SEE SNL 29 -ARM o P 42 LF CO,16, ov F �l-1 . S _ VASPHALT-5 AtK - a , >, u,,,-' W 7EK M4iN �.✓G_.e. CfPl£.C "`� Y �21� - €P c� JW7- 70 5'W E CONC. OR ACK ' - ro- aaaay�01„?C t'&4 mm •P,. NAND PLACED R/PRAP .( 52. WM STA. a+GO,25'[T. INSTALL WATER OVER y w rya - (SCHEDULE O) Sc" cnr - 53EM�' D•6 CL' _ /6' H.V EXISTING STORM PIPE o' o I. E. • as.eo F.H' A Z'L•T L•F• I6�f _ STA. G1+30 PS'LT. �'fj� STD STA. 59�7d, /?O 1G"- JJ%+• ,SEND 30 C.F., J6'i, D.L, CL.SI, WM '�' v qq jr N V BB°4 O' 4 13.3'E. U 0 __ s a 6z N IS STA. L/afl. 97 - Z w _ 15d L.F., I6"!, D.L, CL. 52 W 1L'x 6' TEE - 7 3 Z - STA. 59+64, TRT r EMO VE REPLACE ASPHALT -L = J _ STA. 3C+06, TRT. /6^-yyyb MEND L.F,•16'4, D.1, CL52,WM 15' W/DE TOP OF TRENCH _ = m 16' - 45' BEND CANTERED OVER PIPE. Q v H fb' 4V TO EAST 2 p - - �� _ -. - - , 2 ' _ _ _ M vl r vl Exlsr. O Q _-. _.� --- 250 L.F, f-- PVC- 5. 5., 547R-35, C� 0.22 y - - - - - tltsoOYrOnIs1t�H , LE. •6r �I Ei165.46Mv I L E., S3.91 •+ STA. 57+50, 35' RT NOTE: CONTRACTOR To VERIFY [oCATION d Eau C.B. SS MH�' 70, 4Ed" AND INVERT ELEVATION OF EAST END �\ j I' RIM ;6e:0 e,l,,, e•. cMv RIM=68.00 OF EX/5T. RC5P APPROX. STA. -47429, 6'=sr� EE.= sss W W 61.49, /2•N E 67'LT PR/OR TO CONSTRUCT/NCB 55 \ \ 2 ECCENTRIC CONE FROM METRO M T N RB345 TO WE5 \ E. a"cnr / - 1 — � LE.- ayso � Z W JTA. 60+00, J6'RT SS MN N 7C, 4,9" RIM= 47.50 LE.= 60.9412"1{All I j F ECCENTRIC CONE m j z ' ICI I Q V) I I I I Q I SCALE: Horizontal - 1" = 20 BOUNDARY BOULEVARD Vertical 58+00 59+00 60+00 61+00 � 62+00 63+00 Contour = z• Contour Interval- f Z 72 _,EY[STING ..GRADE L PROF/LE 72 w - C Nw � _ _ - - ")> 70 ---- — — — 70 > _- __ _-_ -- - m a w sa / sa Z m 1 U. J / Oc"MIN. CLENfAME 66 NANDPLACEO RIPRAP tt1 it 0 _ 66 Q D Q N / It a Z / \ i 11 ..K N /. t I EX. 3C' SD 52 ' V) W 64 0. D•1 i t G d 64 U w Ld n " n ' w � Q' Z 35� L . • APPRUX. CA�55/N( J �-• J CLEARANCE -22- _ 62 62 72 / F- a 250 C.F., f-9 PVC S.S., so)?-35, @ 0. 22 % MIN. >40C.F., 12 OPVCSS., SDR35, @0.22Y rM/N COVER . . COVER o i 170 L. F., 12 46 PVC 5.5, 5DR-35, eO.22 g+ p 60 ¢ 114 L.F, 1/0"4, D./., CL. 52, WM, w/RE57-RA/NT ✓01NT5 O Ego 60 J a z rr 58 S5 MN 070 _ -. . R/M-G750 RIM,6 7.00 _ - 58 - � 03 Q MIM =dE:00 /. /. E.= 61.49, 12-N,E E.= bo.94,12'W,NE - /.E.=60. 59, /2"sW, E /oe NO. 1-357-003-811 DESIGNED RDG DRAWN JHD/JB _ 56 - 56 COMP. CHECKED Jal 1✓ DATE FEBRUARY 1983 54 54 i3 OF 44 SHEETS Y Brj '3TR. 30\ " - 1'•! OP REVISION$ TRACT B LOT 1 LOT 2 Na DESewwrIoN/mire Jay YI �I A/YUR RlM/... . CITY 0' '. STA. 63r90, 37'LT (Div. I) STA. 6540, 43' LT r (Div. 1) S.D. MH A* X, 72 " /2"xb" TEE, 5SS o SEE SNT.29 FOR RIM= 71.75 /E• 59.85, 6' N. '^ ' GRADING OF FLODOWAV LE.- 65.79 , 8" S. LE = 63.75,36"E.,NW a STA. 65,99, 43' LT STA. GG+9/, 37'LT. 1„ o - /.E. ^ G 5.L3, 12'NE. STA. 65r BO, 43'LT. ♦. /2'x 6' TEE, SSS STA .63.10, 4s'LT OIL POLLUPON CONVOL DEYNE 55. MH a' 7, 48" ' 'v -59. G" N 36 " x 8 " TEE 55 MH 7A, 49" 6 + RIM . 7Z. 10 . I.E. = G5.52, 8"5. /.E. , 59.62 , /2" F.A. RIM- so.2epa. 1 S " ECCENTRIC CONE a v NOTE; CONTRACTOR TO VERIFY LOCAT/ON AND INVERT /E. ° 60.21, 12-f,W I.E. ♦ ' ELEVATION OF EAST / WEST ENO OF EXIST ECCENTRIC CONE • L6.I3 O o L`G, -,-'' RSCP UNDER SR /67, APPROX. STA. 574-29 C y INSTALL STD. DEER/5 MRR/ER ON PIPE INLET. b a 67'L7; PR/OR TO CONSTRUCTING 12" 5.5. HAND PLACED RIPRAP CSCHEDULE A) AROUND FROM METRO MN 0 R83/5 TO WEST INLET TO PIPE CIO' RADIALW. (a HAND PLACED RIP „ PROVIDE POSITIVE DRAINAGE TO PIPE ALONG 60 W CSCHEDULE FLOODWAY, eEAMS /EMdINXMENT, ALONG BOUNDARY 8LV0. ..`�'� ••�' " fPYC SD.,S.DR.35 • L0 % J STD 6'F.K ASSEMBLY STA. G6r00, 25'LT Q,OW ,• 6 '. "�� F.H STA. 6iM0, ZB.7?'LT It. x /6- x 6' TEEW'I • P o Y NSTALL'INOI/STR/AL�OR/YEWAYsOD) TYPE C TO TOP OF BERM. 270 L F, 6 1, � ;:pt ___ _ /NJTRLL Ra" CRMN-L,NK 4ATC B50 L.F. yb-=fi RCP.C76, CL._.ZY'�.�`.D. t�O D ye - _ ]0 ot��,y m ]0 Va.� c4in4 IQ'6RTf6 CX�---�-E%IST.IIBX ,'•ee9w EXIST C. B. �.'.4 �• v�5 EXIST 6 CMP J E%IST C v N ExIST. a" c M P SEE STREET S/GN/NG REMOVE EX/5TING ASPHALT SIDEWALK L E. = 61.I. RIM - 7099 SNEET 3L LE 6B 00 FIST" B $MOVE EXIST/NG B"CMP - REPLACE W/S' W/DE CMC. 51DEWALK I.E. =A S. N N u7 n REPLACE W//5 L.F 8"i RVC 40. v IR 350 40%TO NEW N. P • E Auburn city Limits _ w _ Bs 6] �T Algona City Limits STA. 63490, 21.25' LT �6 Ft B' 4 PV.CC S•D.S.AR.35®LJ3Y. 1, W REMOVE EXISTING c.B. MATCt/ SPR/NGLIN£S OF PIPE J W REPLACE W/NEW C B. Zt Z CB. "°1/ TYPE I J —I E,z e" c M P ExIST. RIM < 70 94, 22'LT. _ E. 40 FEM�99.00 /.E. = 65.94, 8"N. LE.- bT. EXIST.B" CMP EXIST c.B. /.E• 65.52 , AT 3Ge"I SO. KIM TLBT � ^ 89.TT y N a I 8 - TD - - :m - - - --- - - - - 67 IQ(D _. ... _ • O Z_ 2I.2s'L d REMOVE EX/5TING C,BT. C2 w REPLACE W/NEW C.B. w C.B.-22 , TYPE 1 W' RIM -7/.SO 22'LT. 2 811N. In W - 6B" Z LO Z_ NOTE: All atom drain stubs from = U) Catch Basins or S[om Drain Q Manholes to lots behind 'S sidewalk shall be a ainimum of { 25 linear feet of 12" diameter . haol - 1 - 2 BOUNDARY BOULEVARD PVC pipe at a minim vertical um elope of SCALE: vertical l - 1" 20' 64+00 65+00 66+00 b.20S. 67+00 Contour Interval- 1' 76 76 LLB NNW 74 74 COw EX/5T/NG GRADE AT i. OF RIGHT OF WAY 4 Q J - - - - -_ - _ - Q C ! O 72 - _ _ _ -- - - 72 Zrm - - -- - - - - - - - - - - - - - LL J r 70 _ 0 70 O Q = d M m D t H_ O d W N 68 y , i 221 L.F, 1G"0, D.I., CL.52, WM 68 • W m 440 L.F, ; 1 Iro 0 D.L, CL.S-2 WATER MAIN , , N W I 11 W — 66 1 r 1 L) 66 V/ a I 350 L.F, 36 " 4 RCP, C76, CL. ZZ,dfi>0.2 . q 0 Q 1 1 8 � � F 0 64 w ' -- _ _ 0 64 J R/PRAP — - /G L.F, 8"0 PVC. S.D., CB '"e22 a S.D.R. 35m4.13 K 50-.L.F, IZ-0 P.V.C. S.D.,"..R.35,V 3. 0 % R14 E. = 7 .50 N Cr m 62 25L.F., 62_ a 3(0"4 RC P, C 7G,CL_IF .9D.,®0.2// /oo Na 1.357-003-811 3. D. 41H.014 DESIGNED RDG RIM•71. 75 vl L E.�G5.63, 12" NE. P70 L.FP SO35, L5022 % DR AwN JHD/JB 60 60 COMP. .F v 270 L.F, /T"� PVC, SDR 35, 00.22% CHECKEDJ dW /5 L /,.E;=65.75. 36" E., NW. DATE FEBRUARY 1983 S.S. MH f 74 8" 0 RV.C. S.D., RIM=6B.2O SD.R. 35,@I0 % CB ""2/ I. E• 6 0.2 t, I2'E,W R/M = 70,94 S. 6. x 7 14 LE. = CS.34, B"/V. RIM = 72.10 I I /,E: c 59.62 , /2 " F., W. 0f 44 SHEETS ]L[ gy s r1t . '501 "MT. 14 of 44P NOTE LOCATION OF TN/S INSTALLATION 15 APPROXIMATE ONLY. REVISIONS CONTRACTOR SMALL VERIFY CONNECTION POINT TO EXISTING 3rA. CB+90, 43'4T F. 8- WATER ON CELERY AVE. PRIOR To INSTALLATION ANO SMALL 12"X 4" TEE 555 LOT 7 DEECRI/IIONIDATE BY LOT 8 �'�� _ NiNOw.aernnNs VERIFY PLACEMENT OF FITTINGS, METER VAULT AND PR V. °�° I',qN - - CpY OF uwNrM- /.E•59.19, G"N. ,0 (Div. 1) (Div. I) LOT 3 6� i (Div. I) P3 + STA. 67+40, 37'LT STA. 68+50, 43'LT 41 1 STA.TO+4s,637'LT STA. 71+20, 43'LZ S. D. MNN 15, 54" S.S. MHAL6, 4B" 0• S.D. MH 1 54' S.S. MHM9, 4,4 n Nr_ P1 RIM- 72.50 RAN• 72.70 Q� R/M• 73.00 R/M= 7-6,43. c12-E _ /.E.=65.05, 3L" E, W- 1.E. =i-d.!'Y, 12"E,W. ENGINE�:�''I I.E.-"..45, 36" E,W L E. •59.03, 12"E., W. �' STA. 68+93, 43'LT I.E.•66.95 12'NE,NW. ECCENTRIC CONE "� - I.E.° 66.33, 1P"NE,NW ECCENTRIC CONE r: r 46 /t"r6" TEE SSS ECCENTRIC CON£ NGULT"N ECCENTRIC CONE I j l i STA.G8�2/,37'LT. � LE.=59.18, L"N. , 1 4"CONNECT/ON 70 W W Q STA- 68-2G, 25'LT 36"S.D. /.E.= 65.30 ' 1 5T0. 6" FN. A35 41BLY /G"'A /G"X4' TEE �p FN. STA. 69+00, 26.75'LT STA. 65 190, 37 STORM ORA/N STUB (ryp.) STORM DRAIN dB(ryp) SEE NOTE ABOVE Z 36" x e" TEE (See Note this Sheet) (5ee NO,te Thia 5heei) PROV/DE SUPPORT FOR PoWfR POLE PER STA. 69+00, tFLT. 1 I.E. =6e. 12 . B"5. STD. 6" R. ASSEMBLY STA. 7P+00, 25'LT. �'P0W 4,.e•e�. REQUIREMENTS OF PUGET POWER AND FH.STA. +00,28.75 L7 16'r /6'x 6' TEE ; Q + •"' ,, 16"r/6'r6' TEE � ' zoM '''•/• � plc , rA .. .. RCP. C 6,CL.S SD.m O. _ - - - '•rhr ,<<•" . _ - 300 L. F, 36 "fi, RCP,C76 CL.2r S.D. ®02 "/. _ - 395 LF ,96'* —�_. - — e1'byti.... .Q E D.L,eL.52, WM JOO L.F f6"4 O./. CL.SZWM - -- .3 ....MM" c T MASTER WATER METER INSTALLATION REMOVE EXl$T/N4 ASPHALT SIDEWALK. a, 10 L.F, 4'} CA9T/RON SOIL PIPE STA. GB+2+°Yl2 G.I LT EXIST, C. B. EXIST a CMP REPLACE W S' WIDE CLWC. SIDEWALK. INSTALL TYPE . t - m FROM METER VAULT TO S.D. RIM • 7z z2 1.E. ea 91 CURB f GUTTER a t 5 E E 5NEET 39 FOR DETAILS 1.E. •7a 47 %� - . ut n " U/ SEE DETAIL SHT 39 SEE NOTE ABOVE m RemovEEXIST a,# cmP • �' d " m 50 LF. , B" � W.M.,D.L,CL.52 INSTALL 16 L.F, NEW 0 PVC S.O., SDR-35, � N 44 M. ee° 44 13. ' E. se e9 _ 70 66.89 % _ Auburn City Limits G w 5AWCUTASPNALTPAVCME'NT Algona City Limits _ _, W N W LU 7ia REMOVAL AND REPAIR STA. 69+90, 2725'LT 4" PRV INSTALLATION CONNECT TO EX15T/N6 SYSTEM REMOVE EXISTING C.B. STA. 6e 1 It, 19'RT INSTALL B" TEE W/8"G.V TO SOUTH REPLACE W/NEW C.B. 2 Q SEE NOTE ABOVE J _ - CB.w23, TYRE I ,` v F SEE DETAIL swT 39 RIM = 72.22, 22'LT. y Q Q LE =6722 B"N ram — - - IE -0 0 fxlsr. c 6. KE + - RIM. nsl __ - - VBE _ _ _ cV IK 7�-- Q- a2+4B. � N 5' CO A/C. ... mK'OYFIp►tlMd u V ro— 2 l E.,ST. 0° CMP EX�19T. SIGN I.E. = 60 00 J \ — OC W EXI 1 MP I XI lei CMP el W �- � 3 W NOTE: CONTRACTOR TO VERIFY LOCATION, GROUNO W W. EL EVAT/ON AND INVERT£LEVATIOA' Oc EA ST -u Q ^ - AND yYEST END OF EXIST RC5F' APP,CQY. STA. p 3- 5, FROM METRO/MY# R83'--15- TU WE57- 12r o Z W I W II NOTE: All storm drain stubs from n Q Catch Basins or Drain U II Manholes to lots o� behind 3 IV Q sidewalk shall be a minimum of N BOUNDARY BOULEVARD 25 linear feet of 12" diameter SCALE: Vertical - I" = 22' PVC pipe at a minimum slope of Vertical - t" = 2' 68+00 69+00 70+00 71+00 0.20%. 72+00 Contour Interval- i 0 ro � F" 76 76 Z W a: Uj > m 74 M CE W 74 _.. aid F, �EX/ST/NG GRADE AT 4.. OF R/GN7 OF- WAY rLo9' • 2 - - - 72 Z � m � J >- MASTER WATER METER VAULT - O • 70 70 Q D cog 'o l i II O t F 4 Q d F.. m I l I j O =5f1#L.F16" TER A4NN, D./., CL. 5268 79L,F.,116"�, O./., CL.32, WM1 1 68 ♦ 1 W _.... . .m .. ... . 1. 1 1 V l - - - - - - - -- l N II { I � I JW W I dP0 L-F., 3Io"4 RCP, C76, 4L.IY S.D., LP 0. '/. 1 395 L.F. 36"0 RCP, C7G, CL.IF 5.D. � 0.2 66 t I I I 66 N II o I1 z 9I_ 64 0 12" STUBS t27 + 0 "STUBS 64.- 1L L.F, B'* RVC S.D, 5DR35,@6.8696 1 1� Z S.D. NNW 16 62 S.D. MH015 CB. `23 RIM= 71L00 62 Co SIN- 72.60 RIM =: 72.22 /.E. -4&. 93, 1Z; NE,NW I.E.= 6633 , 12'NE, NW LE. =6722 , 811/J LE. • 65.05, 36; E W loe in 1-357-003-811 DESIGNED RDG /. = 64.45, 34' E., W 6 I7RAYm JHDlJB 60 Comp. 60 - CHECKED J.IVI QQ 270 LF. , /Z"i SS., PYC,.SOR 350 0.22 % DATE Feh 1983 '. /2 " SS. ( SEE SHT. /6) 58 58 S.S. MN "` 8 w6 I o e RIM = 72.70 S.S. MN 9 It I.E. =s9.o3;121'E,W. RIM =73.20 s ' 58.43, 12"E, W W av 44 sHEErs Y 85 STR. 301 SHT. 1 or / 40' 40' /VOTES : REVISIONS LOT 8 j 4 - 2' _ 22 REMOVE EXIST CMPS.D. PIPE AND SALVAGE OJ TELEPHONE JUNCTION BOXES TO BE RELOCATED SY0TH£R5. �� N0. DESCR[FrIONIDATE IBY CURVE DATA TABL.1 (Div. I) ss' TI LOTS ® POWER POLES 7-0BEREMOVEDBYOTHERS. ' LOT10 CURVE No. DELTA RADIU LENGTl4- A / / W 25_ _ _ 35 STA. 74+35, 97'LL (DIV.I) (Div. I) - •� C• 1i- 1 90° 40'51" -S5' S5 4' / 2 REMOVE EX/"T cua / �' SD. MH,m J7, 54" STA. 74+7G0, 1544'LT x AND SIDEWALK -� P RIM• 74. 10 S.D M H* to, S4" C- 16-t 2f'47' 12" 35' 1 .3f' / •i ' ,� I.E. =66.55,27" E. 5 R/M z 74.90 5 C- 16.5 89.53'11" 1 35' 4, 91' / of / I o I'�I h LE.=65.6436' W LE. - 66.64, f2'NE. ECCENTA7C CONE / E. - 66.94 12'N. STA. 74 105.8 7, 43'Lj REMOVE" X/5 N CURB /. E- 67. 11, Pl' E. STA. 77450, 25.39'LT. METRO SS MM M3-1S, / I /. E.• 6 b.64, 27-W C.e. *25, TYPES, 48" - ANO SI EW K STA. 74+65, 05'L7 I R/M•74.5'O le - le•• t5• BEND ECCENTRIC CONE RIM, 75.43, 27'LT a�+ LE.° 5780, fP W. �-' "=zs• rr �� % _ LE -6B.21, 2P, E, W /. E=56.81. 24' N. O S. /. q INSTAL L 5TD. DEBRIS BARRIER ON PIPE INLET ! 1.E e66,92 12, NE, 5 m STA 74+ 71, S1' LT SEE SCHEDULE E � � HAND-PLACED R/PRAPAROUND PIPE INLET(W'RADIALLY). PWV/OE UN17 'P' PRECAST COVER I i + ti Vl 16" 14 BLEND •, �. POSITlYE ORA/NAG£ TO FIFE ALON6 ROADWAY EMBANKMENTS. .. " o I 14 L.F,, 11'0 STUB, STA. 75+00, 9f 'LT TA. 77+90, 31`67 0 •-�W rr.n,reA °• _ `' ° e �� STO�,N GRAIN STUB(TyP') 1G"x 1i' r B" TEE �� •� le arc;nos - °- COI 16"x16'xB" TEE V (� N ie 1hi55heef) 16" B.V. TO WEST : P- + �n �� '• l9d F E"G.✓ TO SOUTH w o ^ 10 B � 72" P.V.4 5 R-35 -2 ^' „� ' � ` �- .E.•if B"G. V. TO SOUT • i p P EE`~ .• 36"0 5. 0, w n RAMPS(Ty) WHEELCHAIR RAMP � " q0 Vr $ �' 216 L.F.., 16 4•, D.l., C .52 WMW . m- a e. . = eL e - 2 .. , .._ ww.. e✓ew. aa,. ., .,.,..; ,. e. ,, a..,e„aa , ,,' „e.,. ,. na. ' '. . . ... . I,a Swa �, a - . ,, ..r'�,`...�.� .....e , -.ew.,�7• ,...a':":=° ., ..,sea. .wy ro, r°, .,✓. " o�es8 ; ° v . , -.,, aS � ° r uE,. va,. .. N G. ePaw, a .aaewexas a3.. . e., eae e:ew¢a Y'. .,Z° ,..a:... rZ"c s°'n ., •. `• ,e.� n.e .. ..,,a f/1 , a e. p e a aw°x' see - a. a. .aa , , .. :.., r.., w P :ens $ .. . ..;... ° ✓,..,: 4 e. 6�a ea ,, w-e: , _,u r.: e.,,e..:,, -:Sew , ...a-as,. e .. e. ., e ass%:._. .c.•.rw:. . �a Y✓, ..,.,- ' a °.- v . .a:. a-# . ,,:a.. .-.a ;aq ..a: .,, . . .,, .ae: ., mc. .° r .,, -we ::.. ",,L 'w'S. ae p N _ 7 LU Z N a.. e °.a .:.-. ,..w, � R"�" Ste.•-r�. '3:_ sr ` J N p N ,✓a,, e.. .,'v` z .a e. ...e a.a ru.,, Hm94. .. w'n v e P,.w_ j -s a` _6'ry 1 y {3, — fa " ar3 ✓.. ✓. . a.,$�wa. .. .. . ee , -ae: '..ama"lb'.S S .... . . ..>d> m ,. . .. w .... ^SY ..a...° e : .• e rreeew: e, z.aa .:_ r. 4w .q. a.e. . x. .. vf. � ✓•. v.c: ..S 5.A eL,' e B.&a..R ... a. i" ea..:' n r 2 +��„o�F V at n� ! , , , ° , .on ,as „ .w: e s-,S , n✓: :.. `„•_ . ,q .ry a ,r .adA., a. s �' xa• 2 e , . .. -:-e .., ... .:e .:- , .. .e�6::e' ,n: - w,r•;. Fro• , .. • }, .w�:e.: ` Ae , P' ♦ � h .-�•' wwr ei+:\ a °..v. b. �n . .... . . . .. . . .. _ ...:.�.... . . -..... +a,.•.x....-,c-..., ,.:. ".'. �: '.' 'REMOVE �♦A�/a!/N6 aeA D WIRE FE A3 REOU/ Doi " _ "cli y i STA. 7 O, - ' " TA. 75+I5,,5.5 5 T RT o r C 2 STO 6F+1. ASSEMBLY 6 LT STA. 77+90. 9375 aREAL/4N TCH FN STA 7W95, 9975'R a', x 6" TEE, - r B"X 61TEE n LE.•66.03 6"N. 574.74+15.e7, 15'LT STA. 74+18.37, 5.5' LT. STA.73+94 47'!RT (L IS /.E.=64.B f, 6" N l2•—�N B" PLUfi TO SOUTH —�� 16"K f6" TEE METRO SSMHRB3-16, 64" END OF 27't PIPE I c` S. I : / STA. 74+35, 2571'RT _ __ -- y 2-1G"B.E VALVE RIM• 74.9P LE. 66.74 "1t C.B124 7YPEll, 54" —/x•-- -F M TO BE ABANDONED \ Uu RIM•7�40, 27'RT EXISTING JI F STO 6"FH ASSEMBLY J6"xff'REDUCER GE. -64.24, B" , W/STD/SECONOM' I I w f2"0.F VALVE N. DROP LE =58.21, 8" DEBRIS BARRIERS I I /E.'66.67, 27'N' S. W EX/ST/N4 D" WM TO BE SALVAGED' FH.STA.77+95,3375'RT Z LE.=56.as, 24;N, S 1(5ee Detail Mt.37) UNIT P'PRECAST COY£R � PIPE TO BE USED ELSEWHERE /N STA.`77+30, 25.39'Rr ' W (see Schedule E) III ! I PROJECT AS REQUIRED. CB.ePi TYPE4 4d" r.a R/M= 7T43, 27'RT STA.74+40, 63'RT EX/STIN4 12" BV TO BE 5ALVA4E0 LOT 1 ENDOFt7.4 PIPE (/NIT P'PRECA COVER z CURVE C-16-1 CURVE C-16-3 /.E.•66.7f 30 30'_ - (Div. ]I) sm 7e+fer, 55'LT TOP OF CURB ELEVATIONS TOP OF CURB ELEVATIONS W/sT0/SECONDARY I 55 MH010, 48" P. = 74.58 P.C. 73.6o DEBRIS BARRIERS RiM• 76.23 Z G 4 74.65 414 73.96 (set Detail Sht 37) �� ECCENTR�CONE�W -�, Z 2414 74.30 2d/4 74.65 NOTE: All storm drain stubs from W 34/4 79.90 3d/4 75.30 CONSTRUCT TEMPORARY SEO/MENTAT/ON BARR/ER Catch Basins or Storm DrainManholes to lots behind P. 7. 73.73 P. T = 75.57 PR/OR TO ANY WORK /N ALGOMA sidewalk shall be a minimum of BOUNDARY BOULEVARD 25 linear feet of 12" diameter SCALE: Vertical l-1" = 20 PVC pipe at a minimum elope of Vertical — 1" ' 2 73.00 74+00 75+00 76+00 0.20%. 77+00 78s+00 Contour Interval - I' n n IN n n n n n n n n APPROX EXIST/NG GROUND 80 — — — — — — — — — — — — — — — — 80 Z W NO7-E CONTRACTORTi To VERIFY LOcAoN 6ROU/YO fool V.C. — — — V.— — !00' C. F4EV,97-1ON AND 1NVERTF1EVAT/O1V0F4AST NCqM AN EN D WE5T D OF FXIST RC5P APPROX•STY1. m °' cr W 5771-Z9, 67' LT, PRIOR TO CONSTRI/CT1,V6 ^n V�i O 0 M > Q S. FROM METRO MH#R8375 Tb WE5T N nn 3 � i M 0 0 o n v� n n 78 m nn h^ n 78 /y� > re r 4 n W W m N tj \] a 76 76 Z r� m % PROPOSED GRADE ATE r_ INSTALL 16' WM AT CONTINUOUS m Q 74 r - --- _ ` _. UPWARD 'GRADE TO EAST lORIG/NAL GROUND 4/0r` 74 JJ/ - - - - - - - -- - - e' c m _ - _ - - - - v F- 0 72 n vi 72 W m z 377 L-F., J6'YD.J, CL. 52 WATER MAIN W J it r /A 70 L) „ I I __ _ a 70 V i 0 O 150 L. F., 21"4, RCP, C 76, � CL.lP S.D., Q 0.4 '/• 68 i i n 43L.E, 27"f, C� 0.4 /. RCP, C76,G[.7PS.Q 274L.F, 21"*; RCP, LTG, CL. IY S. D, CO r 68 IS 3G " d 5D. (5ee Sht 15) it 0.3•I Q I 1 II V z 66 1 _ Q 1 1 4 400. L.F., B"*' P- V.C-, SDR-35 5.3.,C* CL5 % /OR No. 1-357-003-811 1 C.B. A125 DESIGNED RDG o i J S.D. MH * /8 RIM= 7543 S.S. MH*!O DRAWN JHD/JB 64 R/M- 74.90 L.E.• 68.21, 21, E, W RIM,76.55 64 comp. - S.D. MH A" 17 LE.=G6.64,. 12"NE - 1. E.- 68.92, f2, NE S LE.= 6b-23, 2 , CHECKED JdLt/ L E.=66.55, P7;E, 5 L E• 66.941 12" N 12"4b PVC S. D, 8"E.,W. DATE FEBRUARY 1983 N /-E.•6S..494, 36' W LE.° 6711, . 21" E SDR-35B0.30% GB. s' 26 PB6L.F., 12"0P. VC., SQR,35 S.S., e 0.22y I. E- 66.64, 27- W CB. 02.43 62 62 58 G2 C-F., 27 f RCP C76, CL. IP'S D. o0.2Y. _. —� � AIETAd SSMHR83•I6 METRO S :AFL R83-f5 RIM° 74.9Z C.B. = P4 LE= 49, 07, J2"N I RIM= 74.40 R/M - 74.50 /E.=G4.24, 8"E. /.E.'66.e 27" N,5, W 1.E=57 BO 24 W DROP J.E.=5a.Pf, e" OF 44 SMEETs Y J E. -56.Bf 24;N, S. W 06 '5 12. 34>1 S14f. Ni of 4(e REVISIONS E N0, S[tCRNfiONIOAiE BY LOT 11 LOT 12 LOT 13 LOT 14 (Div. 1) (Div. I) (Div. I) (Div. 1) /N3TALL STD. OEBRM 84RR/ER ON PIPE INLET. ! NANO PLACE RIPRAP ARWAID PIPE XLET(W)INDIALL Y). PROVIDE POSITIVE DMINADE TO PIPE ALONG - ROW WAY EMILWKMENT(TYPICAL BOTH SIDES). ^ D !f STA. 79+00, 2539, LT. <Y I RE N69 GYP B2'NE S,E\��o 65 yt i GN`LUL(At``S W W 3 E.•68.Bf, 21 5 E.-7f 05 12". , N, , _ - UNIT'P' PRECAST COVER / NIV -........ � UNIT 'A'PREGN9T COVER p W •.; m ^ STA.d5f8f, 3PLT. mwo � STA. 80�81, 31'LT 16" YIb" x0' TEE7, 3/'1T STORM DRAIN STUB (T ) ` . LE.•6R 93' TEE 4 YP IG'x 1G"xB"TEE16" B.V. 1 D WESTmEAST 'v� (See Nate fh(s Sheet) J6"B.V. TO WEST STA. 62sn70,5.5' LT TA.82s33,55'LF8^GV. TO SOUTH O4rLE•6e.31 LE.• 8.32 B"CF.V. TO 50OTHB" b" EE `SSS 8'x G• TEE' 555 ...�-xOUTN Z• Q.3Q— L, Ci 5 WM - - -.F; ' 1- .WAf- O P 7777 _ _ ,4 s.•.�nw:" ,• T —r—.,� -.—.�.-..•""—.—.. :.maw... .rrr..rr."'.+.�. .rrr. ,�� JflCE,F, f49" P d fir CL, AI►QIt 9l f ./ � .. .w:. Tw C X7'L f�9V .,'. "1C.ri. mow, •� T N X � h A^ " . "' � is EX(ST/NO 't4 f F.M. Tli A4 • ' :: . . . "'�"!. .. �.. �• wwr 'F�^`='_"'--: : .+��•".bw..��.P«.r",m..r:..r � �w,e _ "++k�%rRw.. �p�y.a.+, +9tirt3Ya w. ' s LLj 777 t — 3 � ",CY 8 ,9E5ALVPi4ED. �.. . - � � € � °a . � �. a . -r N , , e ` ," ' J x ". ., V " I' mr°Ne � •�r.�g„-. i:� �„ ., "" ' �.p .. ': 4 e ' �:��'°` r�x v h -o r ' : '- : :�,. , . ,. sc [ ;�rx:s»Nad"i<:�Nr TndE' � , . ... .--, »,»,• .�, w ; .. : : ti . . . . .'. O _ i� ♦05.9G v v x Q }� i REMO E /S BARBED WIRE PENCE!AS REQUIRE X/5T/NG B"WM TO E ~-...�.. �O .. �._r... i i749 I STA.80+5055' LT 3T .dOr53, S5' LT. _ 54LVA6ED. PIPE 70 B STD. 6' Ey. A55EMLtY .E.lA.56 TA. B31 5.S' CT STA. B3+Bf, 33.75"RT USEO ELSEWNERE /N STA. 79+ID,55'LT 8'x 6"TEE, S39 B"xb' 7'EE, S59 Fy.STA. dO+Bi,39. 75'RT B"xi"7EE, S B"xG" TEE - - •��— r — PROJECTA9 REQU/RED. 8"xi" TEE. SSS /.E.•dZB5, b'N. LE.=6ZB7, b"N. /.E• .55 PI X/ST/N6 /2"FM /.E 6" TEE, G"5. CE.•69.47, 6"N B" PLUG TO 5. O y STA.BO+d1, 33.73'RT - LLl C. 39 "=zr TO BE ASANDON£O B"x 4" TEE ---- W �4.( I To �� - STA. 83r53,S5' LT STD. 6- Fy. ASSEMBLY ]! B' PL UG TO S. STA. 82+00, 2539'?T B"x6" TEE, 93a 1 FH. STA. 83487, 33.7?'RT C9 Q - C.B.•tf, TYPE Z, 46" L E.-69.48, 6"N. Z 3 /e' RIM-7755, 27'LT STA.B2+10, 55'LT /.E.- 7f.20, M- N, 5, SE fd' RIM, 78.2E 30 UNlT'P' PRECAST COVER /.E =60.05, B-E, W STORM DRAIN STUB 3 ^ ` ECCENTR/C CONE 60 L.F. 12"*PVC,SDR-35, E 0.3� % Z _ NO7-E5 : Fo C J � Qf TELEPHONE JUNCTION BOXE TO BE RELOCATED BY OTHERS. I Z m ro r 74 I 20 POWER POLES TO BE REMOVED BY OTHERS. 1 I NOTE: All storm drain stubs from Q ° Drain LOT 6 LOT 7 LOT 8 CaMolesatch sinto or Stts orm, Storm behind 3 (Div. II) (Div. II) (Div It) L sidewalk shall be a minimum er BOUNDARY BOULEVARD 25 linear feet of 12"mum diameter SCALE: Horizontal—I" = 22'' PVC pipe at a minimum slope of Vertical - 11. c 2' 79+00 80+00 81+00 0.20%. Contour Interval - 1 82+00 83+00 842+00 oo �h 1 U _82.1 n 82 Z N 2 gPPROX EX/sT/N� 6RouND - W 80 :)1 0 so _ m d W \ • � 78 \\ 78 Z m PROPOSEDGRAOE AT>t \ J O 76 Q Q cr- 76 \ _ m Z OR/c/KAL OgovNO LGVE O 74 - \ - - - - - - _ - W.M. U W m - - - - - - - - in 74 - _ . - - - - - - _ _ 300 L.F. lG"o D./.,CL.52, • - - - - ' - (42x Min. Cover) - _. Cr w 208 L.F, f6"46 D.L, CL.52 WATER MA1N z ` 53 LF, 72 CL. WATER A V 72 1U1 Q a 300 L. F, fB" s6 RCP, C76, CL. lY S. 0.4 'e _ + z C7b, CL. 7P S. O., Cv 0.519: 70 30o / . F, 16 0 RCP, m 70 � ► 1 00 39oL.F.; B"� P. V. C, SOR35S.S., � O4 ° QQ V 0 68 68 _ m F., B' fsPV C., SDR 35 S.S., C6QGG 9e 0. B. Ar 28 a R/M- 77.55 S.S. /NH t` it LOR ma 1357-003-811 AE = 7058, /8"E, W T/M= 7B.E8 DESIGNED RDG 3"1.L.F. 4E.= 7f O5, 1Z" N,S,NYY AE.:+ 68. 83, 8"E, W ORNMR JMD/JB 66 m W : C.B 027 _.... _. f2"_PVC 3.D _ 66.. CHECKED J11•✓ SOR-35, DATE FEBRUARY 1983 fB;ES - E0.307b' � = LE:=69.52. 12"NE RIM 7755 64 c /, E.= 68.8f, 2f" W _ _ 64 _ o _ 7.E. 71.20. J2"N, S,SE e o 17 i n o+ ++ g r OF 44 SHEETS Y 65 iZ. 301 SH?. M os 46 REVISIONS IP t CURVE DATA 4 E d ` NO. DESCRITON/DATE Jay LOT 14 LOT 15 Fe oTIL,Tr EASE/FVT LOT 16 e= a000 20.0" o a / ow ,0 a6 (Div. 2) (Div. I) I (Div. 2) L = 404.490 ^�^ �.. f1 T 1093 / INSTALL STD. DEBRIS BARRIER ON PIPE INLET. T= 221.445 2 \ RELOCATE WATER METER NANDPLACE R/PRAP AROVAO PIPE INLET (IO'RAOIALL Y). C PROVIDE POSITIVE DAAINAaE TO PIPE ALONG ASSEMBLy IN EXI5TMETER AIWWAY "&WKAIENT, VAULT rO 5TA. 68+2f. LT REPLACE ASSEM LY WITH \ 4' D.I. PIPE FL..x FL.) -6,l\- t LZ� E�GINF.,!' +6 T STA. BB+30, 10.5' L CONSULT AN`' ' STA. 85.00, 25.39' LT 8 E. 671.40, 6 S.. n STA. 88+00, 25.39'LT \ C.B. #30, TYPE a, 48" C. B. +r 3P, T✓P£ Ir,4B" ..-.- TA. 85+SO, 5.5- LT z"' 1 R/M•B0.55, 2T LT R/M• 79.05, 27' LT STA. B7*40, 91 ' LT. /.E. •7f.78, 18- E, W "x G" TEE, SSS I 1G" WATER CON ECT/ON INarAu ck,,30 a R. CK /E- 7C.98, 18" W, E / E.= 70.20, G'S. STA.eB+3'3,>0.5'L T E. •72.25, 1P'N,S, NW S•e De toil Sht. SeAPAC, a AAMP <=,SrpF LE.•73.45, /2- N, S `�- f,AA OE ov A wA+.A ,NF UNIT P'PRECAST COVER 8"xb' TEE, SSS a Q-P ,.•- d,. 'e S7nRM DRAIN STUB (TYPO ~— /.E.• 7L41, G" S. a P r+d°" •-�'Ei ••, (See Nofe this Sheet) H LE.•U70/.blP'PRECAST COVER ]STA. . 5T38, . 5LT 1G'x I6'x&0 WEST 59 Li, /4't OL,CL.S I ? LE.- 7f® : % � /4 -x. `-•- ; ui T p,ww- " IAA— ...f-...�-...f_....r-. ....�--...�-...�—.......r--.o ry ;.., .. ..:. ... ... .. .: . . . .- S C � . . .,.... -v41 n or Aso l e r R. i.... .va e:.e .. .. — :111 Airs W N x fee Z W _.. _ - ... , ;, �, F, : �LJr i''44:dRfti°, dhP3!i dSS, Q LO ": w e8itlslT Q �y'�"�..� # r ��^ . � Z ' it ! d y TF J .A v.eq Wf�fi{ /!l.V -f H ': SEE N'V iY,lVl•® �.,R .1` '..&�,iilia -�^ yR . .. A. A. Q ew e.. ^+W}f rn + - - - m — IIICOfPpF00Qd a 9/,SS 5G t p = 8" xG" TEE ( _s FJ+CSTA.dwr96,33.7S'Rr LE.• 72Of 2� z STA. d5+20, 'LT. 8" PLUG To S. STA. B7+80, 95'L . STORM ORA/N STUB 8':G'TEE $SS E.= 72.00 a 8":G" TEE,S GO L.F., 7t"t PVC, 5OR-35,E0.39: ' /.E.• 70. fb , G"N. IE.• 7L20 G"N. y w z° STA.BG+00, 35'LT w SrA.B5+00, 25.39'Rr S.S. M140 /2, 48" RELOCATE T05 PRV /N T.B. 53, Tm000 25 . 4S C.S.031 , TYPE Ir, 48" RIM• 80.23 EXIST MH RV' WITH .B.-00.55, £IL, 48" w R/M= 79.06, 27'RT. 1 /.E.• 70.39. 8"E, W REPLACE PRV W/TN B't /M•80.55, P7'RT NOTE: All storm drain stubs from _ /.E. • 72.86. 12", N,S,5E �\ ECCENTRIC CONE O. I. PIPE , FL xFL. .E• 75.6G, JP; S,Al Catch Basins or Stotm Drain UN! P'PRECA5T COVER NOTES: NIT P'PREGISTCOVER Manholes to lots behind 0 TELEPfIONEUNCT/ON BOXE sidewalk shall be a minimum of S TO BE RELOCATED BY OTHERS. 25 linear feet of 12" diameter WER F 2 PO POL TO BE REMOVED 6Y OTHERS. 0 pipe at a minimum slope of z o.2.zoz. x LOT 9 LOT 10 LOT 11 LOT 12 ; (Div. II) (Div. II) (Div. II) (Div. IL) SCALE: Horizontal- I" = 20 84 BOUNDARY BOULEVARD t I" _Con toO 85+00 86+00 88+00 89+00 Contoourur Inn terval — f 1:5w w r : n n � Ai0 � � m 8 4 Z _ 84 al_ NW M > -82 a az m � W PROP05E0 GRADE AT E a J = - Q 0 � O 80 80 Z im IL J } - Q 7e - - - 78 � _ - - ORK'/NAL 4AW/NOZ/NE - - - � _ I 1 T dS 317 L.f. /6 52 W"I D.I,CL. M. - - - d d - - - - - L • 1 1 O 76 - WATER MAIN — 59 L F.,/G"I D.L,CL.52 W.M. __ -.. .. d d - - - - - - d 76 �yJ 300 LF., /G"F O.L, CL...52 _ — _ _ — — 1° U cn - - - - - - - - - - - - - r w - - - - - _ .,,� Ey - - - - W I.L JIM J 74 O 300 ]Y, S. k10.4Y. _ 74 a Q g L.F., f8"¢ RCP, C7G, CL. S S.D., Cv a 0.490 ---- + Io z 72 W J8" # S. D. (See Sht. f7) - _.._. . o toD 7 2 J 0 � a ® 373 L-F, 8"p PVC.,$DR35, LoO.4Y= z 70 S„ 96 5,.5... (See Sht. f7) I i O V _. . - C.B. * 32 _.... ... 70 m _..... RIM -8Q 5 C.B. x 30 E.= 72.98, f8" W, E /oe Ho. 1-357-003-811 RIM 79.05 1.E.- 73.45, f2' N, S. DESIGNED RDG - /•£.= 7f.76, f8"E, W. S.S. MN A'12 68 DOAM JHD/J8 LEs..72.25, 12 N, S NW 68 '. _... R/M •80.23 1f."#..PVC S.O:.. car. ' I.E.- 70.39, 8"E,W SDR-35,P 0.47. CHECKED A1W✓ f2"P PVC S.D.. C.H. 033 DATE FIEW&NOM M37 SDR35,0 L2% R/M =eo.5.6 C.B. A'31 73. 66 RIM , 7%05 LE= G4 , 12"S. 66 /.E.= 7P.Be.,. f2"3, At,SE ' o a OF 44 SHEET W ]C 05 S'C . 301 T- 18 or 4(o rt CURVE DATA REV If IONS �1P C1 = 57° 56' 20.0' sue..=- mal DE8CRIrIONIDATE !Y 2� STA. 89+90 f9.94'LT R = 400.00 •.__•== -:L=". aA „o STA. 69+83, 31'4T ,T.D. MN/14, rrPEa,4e' L 404.490' CURVE DATA TABLE IG"r IFA Ya' TEE R/M- B1. 75 T = 221445 5`p B"G. V. TO SOUTH /.E. " 73. 75 1B" E,W NO. DELTA RADIUS LENGTH 1 `/w 2 Ioe ye ECCENTRIC CONE C-19- 1 57° 5fi 20.0" 373.0 377.19 2' ZZ 5 ; ?i C-19-2 77° 32' 52" 427.0 130.79 Z �' C-19-3 270 20' 28' 427.0' 203.76' ANODE8Rf5B If"O CMP S.D.NO SALVAGE + LOT 17 LOT 18 �OZ \ ye (Div. I) (Div. I) LT. oo INSULT PNtS j7 /6"r f6"r 12'TEE r h. STA. 9406, Z5.39' LT ! O W "^,•�. C.B. at 34, TYPE ff, 46., • Q'P <on ..,b.1�1,,r ref k \0 0°_ao RIM•82.OB, 27'LT j' I.E.= 74.64, 12" NE • y -3., s , r I.E.=74. /6, I8"5E, 5W UN/ 'P' PRECAS COVER NOTE: All storm drain stubs from Jr." 1111 Catch Basins or Storm Drain P h behind l l h Manoes to lots WHEEL CNA/R RAMP " tip •Q�. CTYPICAL) Po sidewalk shall be a2adniaum of xa,`....••• \ /° 25 linear feet of 1 diameter STA. 92+60 20.07'LT STA.93+7q 2599' Lr PVC pipe at a minimum slope of SjA.89+73, l0,o'LT. SS ' S0 MNoLO,TyPEZ, 48" C.B. *85, TYPE 7Z. 48.. S.S. MN4/9, 48' '¢ jf RIM-83. 1b R/M•B3.40, en 0.20X. RIM=B1.97 \ - / /.E. = 74.B0, JP'SW,NE LE. = 7722, 1Z"NW,SE ECCENTRIC CONE /.E = 77.Z2, 12,SW N I.E.= 7L88, B'E.,W. � �; s �+ � ": � lqQ UNIT F' pRECAST COVER ECCENTRIC COME 's C STA.e9+e3, V B'PLU4 TO 50UTH \ ""' G: per. \ �/ CL 52 STA 93+70 P5.35V P\�'C STORM65 F, 12"0 PYC,S.OR. 3S P 0.3 ASSEMBLY - F A. 89+87, 33.M'RT \ AAf"F EO w / C.B.r3G. TYPE Sf, 4B'. _�_._ R/M=8340, PT AT O STA.94+67, T. STA.95,00, S5"JIT ? N. 9T A \ r /.E.°7753, 12" NW, SE,NE Q- B`x b" TEE,SSS N p N LE• 7?4B t >b"x IG•r B"TEE /,E.•75.80, 6"SE 41 + UNIT 'P' PRECAST COVER /� f6" a.V TO SW ��CCCIII LOT 12 � ,4 � / �� r69 � � e /.E.=7 .!.! 8"GV To SE v STA. 90496.27, /O RT. SS MN X / \ \� \ r 10G LF, 1P'� P✓C S.D,S 0 / i; RIM ' 82.58 / e5° Q / \ 5 r . . - - .... -. .f ..,.' + a NIODTPOTffI.S>7� If. = 72.99, B" W, NE I. E.= 72.54, 8"S ECCENTRIC CONE / �P \ c•ez.ve 4V u5i v1 _ a 2 J �O 0 'w0 %Jw or EX/5T. f4" FAQ TO BE ABANSTA. 9 Z 1 2+47, 3375'RT ♦: .j: ( �f _a L9 LOT 9 8"x b" TEE :: 30' 8"PLO( TO SOVrNEAST - _ �, .. +. Z L.Jr (Div. J . . . PYC A 3S ► EXIST 12 FM SrA. 92+6i, 10.87' T N O _ _ ': •:' ;:f ^ - ¢+ .!; •� ui TO 8f A6A DONEO STD. d'FN. ASSEMBLY i y I T Q S.S.MN 15, 4 _ 1TT TF1/5TA. 92s51, 93.75'RT RIM-03.38 h 3 3 /.E.-74.7G,a"SW AI'E LE• 75.33 7 EXIST 12" B.V. J7A. 11+70, 8.10'RT STA.94+07, 55'RT STA.94+f0,5?'A'T. STA.94vG7, 3375'RT /.E.=76.15 TO BE SALVAGED ECCENTRIC CON£' 8"x a, rEE, 555 8"x G" TEE, 535 8'x b" TEE,SSS 8"r G' TEE BOUNDARY BOULEVARD m INDUSTRY DRIVE SW LE- 74.9f, d"SE LE•7543, G"NW E•7544,G'NW 8'PL U4 TO SE STD 6' FH ASSEMBLY SCALE: Verticall = 22 90+00 91+00 92+00 93+00 94+00 FN5M.94♦72,93.75'Irr 95+00 4J „ O O o 4 N O Contour Interval - 1 > _ as _ - - --- - - - -- --- - -- -- - - 88, N U FL �APPROX. EXIST/NC GA0ND - - -- - - - -f_ fY f �L cr- _ _ f - M m m J Q Q 86 ^ 86 a. q PROP05ED GRADE AT it n. Z 84 / 84 } tLJ� Cr Cr 82 / OR/G/MAL GROUND LINE INSTALL 14" WL ON FLAT 0 • r Q / � GRADE FROM 57A.94+00 p 82 Q TO f5th ST 5W. a - - - - - - - - - - - - - - } W / _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - m J / - 80 LU I V w F- in. Cover) AE MAIN (4 " D. CL. 5Z, WRcr 376 L.f 0. yC.S.D., . =w � N� Q78 O 78 }Q f2"4 R✓.C. fOG S.D.,SDR35, @ 0.4 X Z - I L.F�� l 0 :) a 76 35 f.5"^ I + 0 1Px y P.V.C. S.D..S.D.R. I O f44L.F. , I 00 399L.F, SDR35S.5.,�0:4ya 76 m6 Q A 1 /08L.F, 1B'I RCP, CL. X. 0.S.D., a 4 '/. I I L J Z c 1 I e L4 "1% 74 J 35 S. E.B. x35 74 5 DR RIM= 83. -0 t.... I I S.S. MH+' f5 /.E. - 77.22, /2- SW, N, NW,SE Joe Na 1-357-003-811 _72 L I 125 L.F,� B.0 RVC_SDR35,5.5., 80.4 % • O I I S.S. Mq .35 DESIGNED RDG Ji /.E.= 74.7L,8"SW, NE 5fL.F, 72 COW.DRAW JHD/JB m _.. ..� C H.. AP-34.. fz-* PI/C. S.D., - . IS.D. MH.« 19 3r RIM-BZ. OB S.D. MHrt10 .D.R35,IPa4s "/o CHECKED JIW R/M'81.75 �ri /.E.= 74.64, /ZNE R1M= BS.fO C. B. +'34 DATE FEBRUARY t983 LE.- 73.73, /5- E, W oo !.E = 74.IG, IB"SW,.. _. _. . _. ... A =B 53,1. _. _.. � (�1 m z I.E.= 74.BO, 12"SW,NE 70 S S. MH +I'/9 :o ry S.S. MH f>4 L.E. = 77.53, 12"NLV, SE, NE 70 oe RIM. 8f.97 I.E. r 71.88, B"E, W m R/M •8Z.5b I g mm I EE- 72.39, a".WANE x /:E= 70.54, 8"5 . , F OF 44 SHEETS Y 85 '� R• 301 SHT• 19 of♦4• m RRrrnoRi *. N&I KOCR PnON/DATE BY CURVE DATA TABLE ,[fit ,.° •, N0. DELTA RADIUS LENGTH \ C-20-1 31° 02' 26" 222.999 120BI' C-20-2 31° 40 32" 276.999 153.14 \� LOT 18 LOT 23 \ t, (Div. I) (Div. I) UPI STA. 94"60, 5.5' RT � T = 70.759 \ ? �11 •,o � . S.S. MH 016 4B" R/M • 85.53 \ S 0, /.E. - 76.36, 8" SW ECCENTRIC CONE STA. 99"163, 26.03'LT B.�7, TYPEZ R1 C 4f•e24 , 276eY/ p._5 � � � S• ` , 1E • 7760, M7 E, WN . m C TAPER 51DEWALK UNIT 'S' EXTENSION AT RETORN Tx. 100+08.16 INDUSTRY D V) SEE DETAIL m I, o = 4.+62.49, 15th St. SW ' ti STA. 97a417, 3I 'LT b� �/�yy� •,\ �\ .50 .<.... 16"x 16"rB" TEE 11�4 �•; • �, N '� . f6" B.V. TO SW n +` '�• B" G. V. TO SE 9 ea v V mom° <1 i 3 a°. J11I 4F, AF1tta.R,d, Cd.,4W AWN T t ° a 2r 'g V AA A V NTO or _ t3 _ \\ \ IACOrpO►r7Md TO N � o W Z h . a O w ._. . TAf E j5/DEWA LK URN ATR LK ,• •\ In W - - - - STA. 99,141.63, 24,56'RT INsrALL sr0. oExis A,OA,s'E,t ON PpJ< AMC NAN GALEO R/ffP4P A NO P/PE INLET (/O' S.D. C.B.i JE, TVKr I KAO/ LLYJ PROY/OE S/T/YE OR.I/N.IyE 7D v \IE•7G.85 R/M•BP.48, P7.3I RT P/PE A[oNy .tc+oow4Y Me4NK,NENTS \ \ Z STORM DRAIN STUB OTyP•) STA.9e 050,S5'RT STD. L" Fi H.ASSEMBLY STA. 97+87, 33.75'RT CTY iCAL SorN SIDES) \ \ O (3ee No>`e 1hls She-f) 8"x L" TEE, SSS /.E. • 77.62, 12" E, W \ F /.E.=7L.40, L'"SE FH. STA.97+72, 33.7b' T B" x 6" TEE UNIj 'S' EXTENS/ON O S 1 B" PLUG TO S.E. \a NOTE: All storm Basi drain Storm fromrain Z / i 1 C ch Basins or Storm Drain \� _ i STA. 9L+29 25.39'RT N nholes to lots behind U) SD. ON 4i1, 48' LOT 22 eralk shall be a minimum of Q LOT 20 RIM• 84.3 LOT 21 /�' (Div. I) PVC pipe at a minimum slope linear feet t diameter of 25 of 12" 3/.E.• 78.63, 12' E \ n.zoz. SCALE: Horizontal - 1" = 20 (Div. I) /.E.• 7B.B3, 1rS. (Div. I) ECCENTRIC CONE INDUSTRY DRIVE SW Vertical - 1" = 2' 96+00 97+00 98+00 99+00 100+00 _ Contour Interval — 1ki ' h o c fn 70 0 0 41 V 0 m 10 O \ W ID T 0 � � r 2 ° W a 90 90 foo' V.C. _ so' VC. - z z N 2' h Ld K h M r. m a 88 13 0 n� Y APPRDX. EX/9T. 4RADE �' { W Be MOB m CL W 01 it N = • _ V ' � tl S />y 86 x Be ROPOSED GRADE 9 DE5/4N GRADE AT 0- O 84 FOR >5fh Sr5W OA14Y 84 • ~ V) 82_... o OR16/NA4_6RDUND LINE - - - - - -- - - - - - - - - -- - - 1/ i i 82 I1 • Ld - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / j1 V W z 80 A _ - - � I tl 80 Cf) q 320 LF, 15" 96 0/, Cl. 52 W47---,P M41N 11 185 1 .F., /6 "0 D./., CL. 52, W.M. MAINTAIN L" I I jj CMARANCE I�_I un v � I 78 12" 0 F✓C 50. 0545E SHL /9) - 1445MZ4 W472Fe M41N ON FC47- l,,C40E _. ,7 __. I I 78 F,enM STA. 94+C17 To /sue sr. S.W. it 6G LF,72 O I.L1,SOAP v L �--- z B"d 5.5. (See Sht. /9) 0 I I S.D. MR*ff Z) 76 _ sze SHEET 9 76 7 . Q I Sj im Ra I-W7-003-SH S.S. M11, f6 u, DESIDNED RDG �E.= 7633G,B"SW S.D. Cz0-47 3� DRAWN JHD/JB 74 _. _. RIM•8t.47 ae3 _. 74 COMP. '. . /.E--7760, M-4, WyN. oh CHECKED J11s/ s S.D. MH+' 2 t 15i y DATE FEBRUARY 1983 RlM=84.78 5-4L.F, L E.t 78.83, 125W, B,5. - 1P lPYC SP., - 72 72 S.D. C.B. 4`38 ow ® RIA4r BP.48 0 M - 1.E.-77.8z,.1P".E., W. - 3 44 a wra Y 95 �rR. 901 -- t- ZO <w 4(o REVISION$ • M0. 01$61ITONIDAT[ JOY 40' - _- CURVE DATA TABLE 1 CURVE N0. DELTA RADIUS LENGTH - - 31, CURVE C-21-2 C-21- 1 89. 54'5L.1 35' 44.93' k m�° TOP OF CURB ELEVATIONS / C-21 -2 90.05'039 .95 55,05' I V i tWi P.C. 7G.6f A14 76.39 d L'C 1' 2yV1 w 2d/4 75. 90 R o,go ., n F�ci� . c� �d VIZ V _ �zGj-� ��`?�� NVIV � 34/4 " 75,50 413 P. T. • 75.39 Op I INSTALL DEBR15 AC /ER ON I ._ P/PE/NLETHANpPLACEOR/PRAP I LOT 6 LOT 13 1 E I I AROUNO PIPE INLET(f0'RAD/ALLY). STA. !I v59.5, 16.IQ, GL (Div. a) ••(Div. IL) Y E 1 Di 9 PROV/DE POSITIVE ORA/NAGE C B.4 TYPE SE, 48' ++ r'W IT • o' R/M• 7 .B 9, /8.09 'LL ....�--•,,,s � a 1 1 TO PIPE ALONG ROADWAV LE. 7, .6 , /B" N ! • P toM tr�b r I * v I P cyy I EMBANKMENTS. / Pe.•ro 7i LE • I?q79, 12; E, W 7' PROV/DE POSIT/ E DRA/NAG£ M1/ Cl V ( :p,ad I' ' UNl PRECAST COVER / : •" to U I " j 1' 1 TO S.Q PIPE/NLE TO SOUTN i i s 3'`^' �' i t) I _ t STA. 112461, 22' LT STA. 115+51, 22' LT O °r p'°-• 9 Lsd : /NSTALL WATER MAIN ON FLAT WRADE f2'x 12' x 6" T2E. '_ p,I \. , _ I! r I2' x C' TEE r b '••.••• gyp' ii - 75 12"B. V. TO SOO TN. FROM BOUNDARY BLVD. TD fOfh AYE.SO. 12"B.V TOSOUT14. •eeti0b � TY• .� Q I - 8" G. V. TO WEST _+� ...- _ . . . _0 4— -.. . .. — _ B" G.V TO WEST ..._�. •...... : I I IL , N - w „ L 1 U♦ .00 MILWFOx EE ME. >C{ ` c ,. > Aps : , e , . !• .l ,80UNDARYaWD. .N.00 ...... .:,.,. e . ...... P L.x,._ _..: ,. .. �E s e.. r; , r t Q • W m a d n z 4i I40 , v yIq u. STA. 11&51, 24.75'RT I y 7 W o 0 0 ' S"x 6" TEE F N.STA. 112+56, 24:75'RT STA. 115+51. 24.75'RT 20 �y3 8" PLU4 TO WEST j B"x eal TEE PLUG TO WEBT t+ I�ir I° O s i I xL o o p QIZ �Cy Sa S A. 110+59.5, 1734'RT STO. G' EH. ASSEMBLY Q W$ +9=p �@ C B. f40 TYPES a IN �• "py AT/M• 74.69, 7B 09'R : x a FN.STA. 115+5G, 24.75'RT H I---/— --� v� �I¢ ,o J .c-o.J /.'E:.� G>'.e9, /2"E, W w ON/T•P'PRECASTCOVER I z S0 mi b � :h CURVE C 21 I �h TOP OF CURB ELEVATIONS Z It— �W y a/4' = 76;02 LOT 1 LOT 2 LOT 3 2a/4 75.70 (Div. II) (Div. M (Div. 31) pT 3d/4 75.45 NOTE: All atom grain stubs from N to P. T. 75. 39 '+ ^" Catch Basins or Ston Drain 3 ` 40' Manholes to lots behind sidewalk shall be a mi-u s lmu of MtLWAUKEE AVENUE 25 linear feet of 12- diameter SCALE: Horizontal - I" = 20' PVC pipe at a minimum slope of Vertical - I" = 2 20%. - 1 110+00 111+00 112+00 113E00 114+00 0. 115+00 Contour Interval to A 0, n N L mm I• � t�. � n n n n r• � � I. t. f, 82 _ 82 Q ' W $ o ° ZNjw 50' V.C. 0 O K ' APPROX. EX/5T GRADE f Ba r v O -__ 80 BO � > It.1 n `^ i0 CID O Z 1lV —oh M -- -- - - -- -- - - - - 10 ca w a (j 13 j s f s C) fm � . 78 o m a s 2 PRaPoSED GRAcr AT f 78 Z W od O i LL_ ve 0 O J= tiny 7f II I ° 76 Q D - - - OR/W/NAL GROUNO LINE ai L = � �► In Lf _ - - - - - - - - - - - - - - - - - - - - ,° 74 IV— bW � 71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JW LU I I I 2B2 L. F., 12"-A. D.l, CL. 52, WM 300L.F. , /2"q16, DL, CL,52, WM J 72 N � i I - 04/N7A/N 6" MIN. CLEARANCE + 7O_. 90—If, 18O, RCP, it �_ I 076 CL. Ir S.D.• t Ie, 0.3 o/. 1I - o 68 Q II � � I- 7.OD3°811 DESIGNED ORMAL�6 I`1L 66 _ car. I JHD/JB I CIIEON®J� 11] C. E 39 DATE FfBRUAR,f ,983 TI RM • 74:B9 C B. •e27 E. 69./. > 32, IB'; N. (5ee Sht /T) AE.= 6 9,79, X E, W _. _64 64 (5ee Shot 17) 12f PW S.D. saR�zPD az C.B. If 40 21 RIM - 74.89 E E. =69.B9, 12-W, E, OF 44 slum w x 85 5TR- 301 ;W—F 21 30 3 s3 as REVISIONS mmj DEscurnomiGATE eT 115+60 M TC LINE (See S ee 21) x CURVE DATA TABLE INSTALL WATER MAIN ON FLAT 4RADE CURVE N0. DELTA RADIUS LENGTH BETWEEN BOUNDARY BLVD, ( 10lh AVE N. \\` C - It-i 90.00'00" is.00- S4.9B' 1 ' „ \) C- 22-2 I 90. 00. OD" J5.00' 1 54.98' 5 5 3 LOT 13 LOT 14 y INSTALL DEBR15 BARRIER OAf PIPE (Div. 31) (Div. X) M INLET. HANDPLACED R/PRAP AROU 0 r LOT 4 >v PIPE 1NLET(!O' RADIALLY). PROV/0 v 'V (Div. I<1 P051rlVE DRA/NA4E TO P/PE ALOA1 ROADWAY EN/BANKMEN75. o CURVE C-22-1 CURVEC-22.2 0 � STA. 1Z3+10, 5.5'RT " TOP OF CURB ELEVATIONS TOP OF CURB ELEVATIONS \ I sTA. f16+48.O,1P' Lr. SS MH 020, 48" =OW Pc. le.oo 1l'x It" x /P" TEE R/M• 77.60 P. C. - 7e..89 PC. 76. 39 ,1 f rc.- s. .t /tA. f 6 N, S., f E. LE.= 69.49 8" E, W 4 4 76.60 414 - 76. 14 I ' 10 . P 2d 4 75 9i8 2A14 - 75.8 s • na ECCENTRIC CONE ; +( ., ' 3 4 - 75.51__ Jd 4 75.63 `• fTA. 1t0+i6.00, 16.J9 LT \ SjA. 1P2+50, 22 [T : p � 3 7� , • 't $ P. T. 7?.40 P. L 75.40 CE 042 , TYPED, 46" !P"xlt'xe" TEE 1 0 REMOVE EXIST/N4 \ - e p 24A7CMPS.O. f \ ♦ R/M• 74.82, 18 'LT 12" B. VTOEAST 4f5� /.£ + 71.91, 1t" N, 5 . eeb t DEBRIS BARRIER $0. DRIT 'P.PRECAST COVER \ 8'4Y 7050UTH /.E.•G .39 ee�Dy• T� _ ✓ —776 — — was. i 6. INTx. 116 . ..3-2E Q0.00 ILWAUKEE E.M 4t N 120.00.00,IOth AVE.N V § n 50R c 325 L.F, re ry RGP C74',CL ,.--z, S D., �W m w L f 9�, WHEEL CRAIR RAMP 0 I � b (TYPICAL) a L y c� L .•L 7.8E 'S LE•G9. (See Sheet 26) a• BCE,p g '! cop =,!. °i� STA. 120+89, 5.5'Rr STA. 122+50,5,5'RT •�awP•►olad_ _ _ o JTA /20d5le•, 16.39TT 8"x 6" TEE, SSS O x C.8. 043 TYPESL, 48' 1Z. 6" TEE, SSS h �• r '.„ LE. 'LZ 50 6" S a �'r.4P� R/M•74.82, /B'RT. /.E.•69.09 6"S + C Z �UW1 -6988, 18, E. �� STA. PL+40.lTRl N z t3LF.,d}, PVc,SOR35,S5,PO4, a ,y° '*�, s� /.E. •G9.LS, 21" W. 8"e "TEE, SSS - g uT.26.as +`- ° , T .c. Ul,resc �• / E.• 70.35. 12"5, N /.E.= .94 6"N. d .c.1 - .c.• xs.es cJo UN/j P"PR£CAST COVER �I y /3 L.F, N'w AYQCX,CL.SS.D.,P0.3 ! �'� '� ✓, "„ e w LOT 5 S . fPl+JO, t4.75' RT STD 6" FN A ENIBLY i (Div. II) �� ! a e, x 6" TEE FN. STA. 122+3 24,75'RT 'f STA. 120a50, 55'RT 8" LUG TO SOUTH 1T W 5"x 6" TEE, 555 1� STA. 117+ 16.11, 1C.J4'RT .STA. 1/74 06.11, 55 RT /.E.=67.23 6"N. - 3 EA. - TYPE 7/T BARR/CA DE5, C.B. 041 , TYPE IL, 54' J.5. MH a fB, 40" 611.01vG, SUPPORTED BY 2 Eq.- R/NI.7B91, Is, RT R/M• 7483 8" x 8" CRE050TED WOOD POSTS. I.E. •69. f5, 24" W /.E.- 66.47, B" NE. 5TA, IZOv45, 50,mr STRIPES TO RUN DIAGONALLY I. E.-69.39, Zf" NEfS /. E• Lf.BJ, B" S. 5.S. MH4f9, 48" LOT 26 LOT 25 H DOWNWARD FROM R16HT TO LEFT. UNIT 'P'PRECA5TCOVER /. E. •61: 71, B" W R/M' 7536 (Div. IN (Div. IL) DROP/E.-61.81, a'HE I.E. '6710, 8" F. ECCENTRIC COME AE = 6700, B"SW. NOTE: All storm drain stubs from ECCENTRIC CONE Catch Basins or Stott Drain Manholes to lots behind 3 sidewalk shall be a ninivoe of ' MILWAUKEE AVENUE 10th AVENUE N. 25 linear teat at 12" slope SCALE: Vertical Horizontal- PVC pipe at a minima• elope of Vertical - 1" = 2' 20%. • 116+00 117+00 120+00 121+00 _. _ 122+00 0. 123+00 Contour Interval - 1'. Z w m w o o h t v a n o v N v e 0 0 APPROY. EX/5T/NG GRADE _ _ _ Z Z 80 ____ _- - - - - - eo ' W W eo vc. Lo VC. APPROX. &X157-)NG GRADE DO — 0_�o__ g— ——— ` -- — — — Z N 7- Q O yn ♦ 0 - vo Q 0CDO am 78 78 S' PROPOSED 4RADE ATE .�, � ., e � 0^ - W� LL O Ss. MHa 1 \ y U ° - 'PROPOSED 4RADE ATE i76 _ • 76 Q } rl W III I V _ I I OR/G/NAL GROUND LINE O J Z 74 a II _ - - - - - - - - - 74 W ORIGINAL GROUND L1NE I I I I - - - - - - - - - - - - - - • • - - ` _ Q a _ _ _ _ _ _ _ _ - - - - � - - - WATER WAIN TO BE PLACED. . 2061.FIP"0 .O. /. CL. � WATER MA1N !-1 v • m ' CAP f OVER 5.D. (6" 1:1in, C/eorgnc 1 { •� W 72 n 97 L.F., 12"0CL52 WATER MAIN 82L'F, /2" , V..I,CL.52, WM + etOc I I n 72 W W _z 3Z.5 L.F, fB" 4 RCP' C7b, CL. 3Y WATER MAIN TV BE PLACED v OVER21'5.D., ( C7G Ci.8 " MIN CLEARANCE) I I I I I J 70 "iIFL"P50,PQ3X _ I II I I 11 70 cn 3 d 0 o I I I 13L.P 24't a" PVC. SOR35 5.S., T0.9 '/. 68 I I _L I^llI J PE C 76.CLff 5 LE.•66.47 0 265 L F, + 68 0.3 96 PCS3B550-9 O lEa R/M= 7760 JU 66 .. I C.B. IP 41 C,.8--04f S.S.MHO/9 C.B. 043 _. - _. 66. MIAP 75..91 R/M=75.91 RIM - 7521lo R/M• 74.62 /. E.= .45,ml, W I.E =69f5, 24% W ZE.•67J0,8;E. / E. =69B8, 1B;' E. JOB Ma 1.357.003.811 LE.= 939, 2f"SINE LE =69.39, zf'SME 21, W. DESIGNED RDG SSMH�le w 92 L.F, f2"b /.E-7035, 12'S, N DRAWN JHD/J8 6411. 'a I I _. R/A1.= 76.33 u 'a PVC., S.D.,SDLR.JS 64._. _ COMP. wz I I 3 /E•66.47 /N, E. iw 8 3.0 % C. B. 042 CHECKED 4/W a `o / E.=6f.8 f IN,5. < R/M• 74•B2. . DATE FEBRlh4RY 9&S 3r I . . PLUG IC.•61.71 OUT, W. a3 LE. - 713f, If*N.(S. 22 23.L.F18'tPVC. a - - F SDR 35 5.5., e 0.4 `e OF 44• SHEETS Y B5 ST1C , SOi T. 22- REVISIONS '' f FROG LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 (Div. 31) (Div. IL) (Div. II) At (Div. 11 At (Di . Mt., 1 ea ��/ fNGINEFi�'� C�''✓S U L 7 ANjS I � 1 STA. M3+90.00, 16.39'LT 1 C.B �G+'r9YPEa,00, �46T = s L.B. 44C TYPESC, 4B" + R/M = 7799, to LT- R/M-B004, Id' LT !Pe`�.w b,/,-•• L E. - 72.73, 1Z- N, S. \ t E-74.75, ft'NW,NE, S � \ JTA. f2d+50, 22" LT Q. ;2�<0" ''. y%•• !E. - 72.83, fe- NW UNIT 'P'PRECAST COVER \ 12"x t2"x B' TEE • U r„, UNIT P'PRECAST COVER \ \ • i ° i (ryP) 12'B.V. TO EAST J7nRM DRAIN STUB /.E.•71.33 �, 1E.• 7L3 STA. 1P5+B0, 2P" LT. 8'G. 11 TO SOUTH . O (See Note ibis Sheet) 5 M" x 1Z'x 8' TEE \ /.E- 7P.74 I.E.- 72.7 _ 12' B. V TO EAST �� 'Eby '•• 'pd`;' d" G. V. TO SOUTH .s�f/...... .£ "46 a ILI 9 777 N . . . ... ..... .. . .. . . . .. .. ... ._ .. ... .. . .. .... .. ... ... NU mn m L `" iE Imo: b` a' £ '°. Vl , € N jA1L:K, +1Y�f r "4B'L �Nbrdt A ^,....- 41 sNtl( `dab$ N_g r A F. -O JffF ig. Ott �. w . ... 04. Z o - _m Z m o *+� Cet 0 m m a ....... .. v... ...\ < 4. . STA.W5+28.5, 5.5'RT LE•71.6b`+ •+ WETL -B.5, 55'RT STD. 6" EH. ASSEMBLYB"x 6" TEE, SSS STA. lI6+A0 !!'RT E, 535LE. ° 70.BB, 6' N. STD 6'EH. ASSEMBLY B"x CTEE, S55 FH.5TA. 128+40, 2475'RTO FH 5TA. >25+70, 24.75'RT / E•7f.31 4'3 , 6'N.N+ STA. 125+31.5, 55' RT STA. 128+50, P4.75' RT teaZ M 8"x 6" TEE, 555 STA. 125+80, 24.75'RT E',5, 55'RTN £, Sd5 �/.E.• 70.90, 6• N 8'x 6" TEE d"PLUGETO SOUT/I NB" PLUC, TO SOUTH 0, 6"N. - C3 k JTA. 11J+90.00, 16.39"RT \ STA. 116+7100,14.39' RT STA. 1Pd+76, 55•RT at C.B. *45, TYPEZ,,M- , S.S.MHf 22, 'M. RIM •779l, 1B•RT. \ RIM• 80. 4,T r /a 'RT " RIM-8f 70 z L E. - 72.le., IS- E, W I I.E.- 74. 1S, /B"" E. W u 1 I.E.-7Z.39, I.E. - 7P.63, fP" S, N /.E• 74.65, le- S, N ECCENTRIC CONE W UNIT P'PRECAST COVER \ OMIT P' PRECAST COVER STA . 126+30, 5.5'RT c Z S.S. MN a"21 4B" RIM-CO./Z 1E. - 71.41, S' E, W NOTE: All storm drain stubs fzos U 9 LOT 25 ECCENTRIC CONE Z LOT 24 Catch essint or Storm Drain Manholes to lots behind (Div. 3I) (Div' 11) sidewalk shall be a minimum of 3 At 25 linear feet of 12" diameter PVC pipe at a minimum slope of 10 t h AVENUE N. 0.20z. SCALE : Horizontal - I" = 20 Vertical - 1" = 2' 124+00 125+00 126+00 127+00 128+00 Contour Interval - 1' n n n N n 1 n o n o n w V7 m N h n t� n n OQD 84 I f— — -- _— 0 84 _ ' W APPROX. EXIST GRADE N NW N o - - p OD o 82 — � a. .ems , - 82 X2Z CD— _ _ aW Q— '—'—� PROPOSED GRADE AT E O Z 80 4 80_ Z F- W i 0 7 •/ � 78 ' `w _ - - N 78 O Q = 0 - - - - - N EX/5T/N4 GRADE f :¢,• Q.1, CL. 52, WIVE ,t„ • • _ _ _ 76 N 270 L. � � - - - - - - - - - - - - - - - - n 76 w _ - - - - - - - 42' Min Cover) C76. CL. IQ 5 D, E 0,6q y. I 1 • W z — — — — — — — WATER MAIN f90 L. F., 18"� RCP, i Wit - - - - CL52, 1 w u N 74 Z89 L.F, /8� C 76' D. GL 8 S. , G+ O. 7 9. 74__ o OID 0 N + 72 245 L.F 8 ?VC• f'DR35 S.S., E0.4 N 72 B"� PVC. 4 0 SDR 35 S.S., e 0.6 �' O 320 L.F, . Z SS. MH If 22 --0 70 __ __ RIM-BL78 70 C,9,047 /.E• 7Z-",8"E.,W S.S. MII 42f RIM=CO.04 in Na 1.357-003-011 . . . . .RIM,80. 12 1:E.=.74.18, fB"E,. W DESIGNED RDG C. B. 049 /.Ex7141,.8'E., W. /.E:= 74.6-4, 12"6, N DRAWN JHD/JB 68 RINI= 77-99 3ZL.F. _ 68 COMP. /.E.-72.16, f8" E, w 12146PVC 5.D., CHECKED dd L E.=72.G3, f2" S, N - .SDR-35,F1L31. DATE FEBRUAR'Y 1983 f2';PVC 5.D. - IWE..8 .75, .Y2' NW, .NE,_@_. 66 66 3DA 35,�0.31% C.B. sr 44 _ _... _ _. .. w R/M = 77 99 L _ : i I.E. '. 72,83, 12" NW OF 44 SHEETS Y 8 s rSZ. Sot sMT• 23 op 4 fo REVISIONS N0.1 DESCRWnONIOATX BY CURVE DATA TABLE NO� DELTA RADIUS LENGTH C-24-1 65- 43' 47.5 182.0 208.79' [C-24-2 39- 04 42.9" 218.0' 148.69' C-24-3 45P 51' 27.5" 35.0' 28.01' E CURVE DATA C_2 .7.. C-24-4 45- 51' 27.5' 35.0' 28.01 C C 2 -24-5 02- 27' 59.7" 218.0, 9.3e C el STA. IZ9446.85, 21.ZWZq ft' - eIE-W SEND ....... . 1114- \"j ip 7 4.F, f---0, D.I, Cl..5Z, Whf LOT 18 LOT 12 FSTA IZ9054 23. Z2,E5-4r] (Div. I[) (Div. -1I) tz-x ff-x 12- TEE I ff- B. V TO S., E. e W W. 37A. IZ9*C4.98 19.71 Mr S TA. 150 f-P, 'q.5'LT. NOTE: All storm drain stubs from S.D. MN 22, 4,9 9 a" x 6" TEE, SSS Catch Basins or Store Drain .... .. -df.80' I.E. • 79.04. 6"54F Manholes to lots behind 76.04, 18-NE, W. 4 SE. sidewalk shall be a minimum of ECCENTRIC CONE It .1 '-3 25 linear feet of 12" diameter C) PC .08, PVC pipe at a minimum slope of Ply 0 Af 3.9 'LT 0.20%. A 130,450 ST a JTA, f3f�47, ff.63'jTT 0-5.4`48 TYPAL, 48 S.S. WH*Z3 49 RIM-'9t.26, 1,9' LT Rhff-.53./3 80 N 0 ' 4' NW, SE/..E.z 7&87, /Z A E. - 7.5.48,LOT /� T 24 &NIr 'ORECOISF COVER D I V. II) p4c/4' ! BLOB STA. f3SAOS, 16-39'Rr S.D. A414 It Z4, 481, U' PL RIA4 a 83-45 13Z.118�s& RCP, 1176 , CL. �N- S.0, eO.3% IE., 77ff. f8'.5W I.E.77758, fZ E. STA. f #05.04, �F.O'Rr. Sr'A. 15f+Z: I s, 18.77'LT so ECCENTRIC CONE S.S. Atli 0122 IN fr" - ZZ V91 SEND 57A. f3l*58, f6-59'RT. AYM-OZ.33 1.4 L S.D. M14,pzq, 'MI, 0 I.E- 7-0.04, 8"W. e NE. M RIM- 82.8 7 STA. f33+40, 92' 4T. 11� I. E.- 72.94, A" 5. IZ'x fZ"x 8" 7EE A E. - 76.", fir5W,NE AIR VACUUM/RELIEF + ECCENTRIC CONE f-, e-O&PI/c,sv*. �J5 5.5, a,,6-14. TO SE VALVE ASSEMJBILY. 3DI /.E.- 77/3 fZ' E 5 ECCENTRIC CONE' VENT TO EMBANKMENT dD0.4 7' -4 4 EA - TYPE 3r BARRICADES. EACHro VVESr. &'LONG, SUPPOR r9D BY 9 EA - PVC,SDR 35 6 LIREOSO?'ED WOOD POS7-5. DIAGONALLY 3LWL. 16 q I F.5'0. W", I Z i SrR1,0E5 7-0 RUN DIAr 45417 640 DOWNWARD FROM LEFT TO RZ • ee Jilt. 77 gc-- C3 STA. 130#45.00, C.B. 049 TYPEZ. 14. VC, 5_7R 35, 5 5, 0 0,6 HIM-82.26, w Rr / E.- 76.77, JP"NW -j I.E.- 76.30, 16- 5WNE UNIT 'P 9.N 0 PRECAST COVER LOT 23 Z (Div. ]I) SM 131436.43, ?i,.OS'Rr U) 6"Xa"rEE, all, 5M. 1J1#8O, jf.5'R- E.-;W1P# rA.. + 0,0. 'Rr LOT 21 3r 18-AEVO TO SOUr9CA 4 r ri LOT 22 8"KC11 811.611TEE, SSS SSS I.E.- 7.974, 611SE"i (Div. ]I) I.-r.-7449,' 61 ,5'E (Div. 110 SCALE : Horizontal - 1" 20' 10th AVENUE N. A55E116BLY INDUSTfij` DRIVE I., = 1 4-ii rH. SrA. 13f�ff&, 24.75')rr. Vertical 2 129+00 130+00 131+00 132+00 133t00 134+00 Contourinterval - I' W Q*% � > 1 4 4 N Oki 0i 4) ki el t16 T; Cf) oil go I— (r WMZO 88 W Z ckj wx APPROX. EXIST GRADE rs > 0*a (00 ri Cf) 86 86 (D CL ti k PAIO,-05 ED ORAOE AT It C; Z 84 84 Z LL 0 _j 82 -------------- 82 Z ORZ41AIAL CFROUND LINE d3 W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 W Z 80 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Ld LLB LU 12".0, D.I. CL.62, WA4 ("' M"7' Z > AIR VAC!/UM/RELIEF VALVE F- 78 fg'*, 0-1-, CL,52. WAI vENr To WEST 78 Igo 1.F, Ag-,4 Rep 074, CL ff, 030 0,3 0 0 O /22 L.F, 18"0 IMP, C 76, CL 2r, 4P 0.3% 00 18,,+*Rcp + 47j,, CL jr, aJ Y, + CD 87Z.T 76 76 Z 0 74 74 6046 5.0A1 35, & 0-4 joe Na1-357-003-811 fe L.F q q6 YC., -5 DR-35, e 10:4:K9- DESIGNED RDG .5.D. MI-1024 DRAWN JHD .5,10� M P -0 -P a 83.,0 72 COMP. 72 I. E.- 77fl, 10"SW RIM, B2.e 7 CHECKED jd k/ S.n Afy*22 S.S.MR00 22 C.8. 049 E., 76.64 WSW, NE DATE FEBRUARY 1983 RIAI-BW R`1*1x6l2.33 E. - 77 fg , /2' E,5 ZE.- 76.04, 18"NE, W 4 SE 1,6.w W.04, 9"W.fNE -= 70.94,8"S. I.E. - 76-77, 12 NW E 70 1,f,2 76.30, f8- 5W, IYE SS. 'W14 0 23 70 T3 R144-as,0 T2'0 P M S-D., 24 C. El *4,9 E-= 7-*.4e, 8"NE, SW I.E. - 7/6.87, M" SE OFNW OF 44 sMEm 2!,!5 5-rK. 30l r--4 CXF 440 REVISIONS Ni NO.1 MCRWnONIDATE JOY CURVE DATA TABLE CURVE C-25-1 CURVE C-25-2 NO. DELTA RADIUS LENGTH TOP OF CURB ELEVATIONS TOP OF CURB ELEVATIONS ?` C-25-1 83° 24 45.4' 35.0' 50.95' PC, - .92. 31 PC. Bf. 46 a/4 Be. 12 a/4 = ef. 35 EXISTING /2' BV C-252 83° 24'45.4" 35.0 50.95' Zp/¢ B 1.57 2d/4 B I. GG / - I TO BE SALVAGED - c-zs-3 as° 30' 377" 182.0' 154.09 3d 4 81. 35 3d/4 = B2.3 Soo AA t. 19 REMOVE EXIST JP"4 CMP S.D. _ -- BZ. 77 (JSee IM1eet 19 ) \ See ShBR� BARRIER C-25-4 48° 30' 37.7" 218.0' 184.57' I STA. 04v58, r2.5' 47 It,x It, r 6" rEE C, ^ It, &V. ro SW all G.V. TO JE L CURVE DATA p 3TA. G"!!4*e5TEE, 3.3SSS'RT T = 90.115 I O '\ L 0 B"r , P �• - �f Y" { .E.• 75.f6, 6.3E O I 1 N' H0050 iC, STA. 137+Id.ff. K!!'LT. I •( 0"\ D. 00 LOT 12 c.e.,r5o, TYPEII, 4s' _ " 4 WM + \aoostoPa+e •;�d `. ` �• = (D i V. M R/M•8O.94, IS'LT. r I GL y h P I.E.• 7QIO, It"SM,NE 1 r �' " hj a \ 90• LOT 17 y. OMIT P'PRECASr COVER .I 1E 'A \ tX. 90'� ti (Div. I) I/ N STA. 135+8 - 2 ; Q G.9G, /7.55 LT. STA. 137+07, Z2� LT iw � gg Q =Zt!'k'BEND It' r 1P x I• TEE 8"Cr.V. 7O E. STA. LT lP� fP - ZI YR• bEMO =- a: 5• L iN. s 75 ZW M. V v" L /• o- � `�. 6 = •':•• ��' $ � ^ RAMP(TYP) rll p :S" � � .� � BLS �, € � i � •�.. _ 2 J l JTA. 1344M. 24.75' RT a '"' ' - ° Lf f' ORle 8'x f" TEE s a= v 133,• l �� N�� w 6"PL114 rO BO0THEA 4. ` �< 7.E.•7l.t5 f w STA./37+08.03, T \ _ 8" x 6" TEE ` w STA. Jl4,75,4 4 5. -R7 - STORM DRAIN STUB T ) S.S. - - B" PLUG T EAST \ MN 42B" (VP \ (See No>e this Sheet) � ITB. f' PN. , f/LY EA/Sr 12 BV R/M - 62.88 AW 37A 137+00 ,Z4.25'RT TO BE E. • 75. 13, 8" SW see 5ht f9 (See Sheet e e f 19) ECCENTRIC CONE \ STA. 127+24, 5.5 RT ' y LOT 20 STA. JS5.99, 1G3f'RT 8'xir. E A'� I LOT 19 STA. 51, rr,61, AG.3T Z STD. 6" FI/. ASSEMBLY (DIN. 10 S.O. MH4LS, 4B'• �� I.E. -7t. f' NE C a.t4-80. T, 149' )d" Z FN. STA. 134+48,24.75'RT R/M'81.77 so (Div. I) R/M•8O.94, /B' Rr NOTE; All storm drain stubs from STA. 137+10 5.5O'RT. INSTALL STQ DEBRIS BARRIER ON °' /.E"75,00, 12;NE,SW E. = 75. 71, W" N J.S. MR 4 O, o, PIPE INLET ANINDRACED RIPRAP Catch Basins or Storm Drain rn 12-SE LOT 19 I /E•74,53, IB"NW, 5 Manholes to lots[ , behind a RIM• &1.35 RROONO PIP[INLET(!O'RAO/ALLY). ,L ON/r P'PRECAST COVER 3' ECCNTRIC CONE sidewalk shell be a minimum of E /.E. • 7P.BT, d" NW (DIN. a) PAOV/DE PoS/TINE DRAINAGE TO N D U S T R Y DRIVE N. ECCENTRIC CONE PIPE ALONG ROADWAY EMBANKMENT• 25 linear feet of 12" diameterHorizontal - 1" = 2 PVC pipe at a minimum sloe of ' 135+00 136+00 137+00 0.20X. Contour vertical = 2' our Interval - I' N � PPROX, EXIST/A/fa GRADE 86 86 ' W a V - - - - - - Z13 NWZ T O 0 84 * M ^, 84 W z a ^ I f^ o J IY PROPoSEO GRADE ATE ] 3 ) W Q Q O Q 82 It I I I 82 Z �_ LL ORICINAL GROUND LINE O I I H - - - - a _ - - - - - - - - - - - - - _ - - - 11 I I 80 E 80 - -- - - - - Da - Q > ^ Z- - - - - 1 i- - 1 - - - 354LX, 12" I D. L CL. 52 WATER MAIN 0 i �- )� 78 V • W 78 - - �- --, J w W I Cr z I ( I I F- J 76 RCP I I j j 76 2 �CL. IPSD., RO.B7 % I I II 93L.F„ 1B"f, RCP, C76, I I I n l + 1 1 I 1 74 M 74 I L 1 cc L-r wryc�SS o g y 3 I I' I a S.S. M/I 424 O Z RIM=E2.BB 72 LE. = 75 f9, B" SW _5.0. MN A'25 9.5. NH 4Z3 _._ _ u ( LJ.. 72 -j _.. _.. RIM- BL 77 R/A1•:Cf.55. C. a.Af 51 a J..... C. B. 0 ,54 Q AE.- 75. 71I, 15'. N, . /,E.-7Z.87,B"NW R/M.60.94 . o See Sht. 19 /De No.1357-003-811 I-E.° 76-0, - .12"SE /.E.=7000, ME SW, NE. � ' DESIGNED RDG L E. 74.53, 18" NW a S. d S.S. MH 014 DRAWN J H D 70 _ 5241F WO, 3 See Sht. 19 70 COMP. PYC.,C76,S.D.R.35 my CHECKED J l W m S.O., f OZ% C.B. t' 50 t 4 DATE FEBRUARY 80 z 68 /. E, = 75.10, /2" SW. NE _ N Cr68 _ ... _.. rid 25 ©e mp Y i OF 44 SHEETS Y g �r 3O1 sH't. 2r5 of 4(0 ttYl tlONt ° Na snannroNloat tY LOT 3 T - (Div. II) 1 r I i P`L. 7J.0 \� � ,I 0Q of M MwC W L I u rrtN t Pf - (see snl it a .a D. 3 s I . - •i7.W. O.J 7L J 3I �a�''nN 13 LWE RESM�PfO � 1P I N � (D�T�) e a '- - R/PRAn /M AC[D MOR STORM DRAIN OUTFALL _ ....... - LOT 4 I (Div. II) I I I j x srA. f/G.7s, sr Rr. e ,r b TEE, 5ss /.E. "61.59, G"S. 67'RT - �— 1 STA. 117♦06.11, 453' RT S.S. MH • 17, 4e' - - L E.•iL55 i"N. I I X R/M• 7S.09.90, 10tb AVE. N. /.E. =5v.9o, e"N. /. E. •60.00,e' E. i �q ECCENTRIC CONE EE Shl. 22) L/M T.ITS OF CLEAR/N4 AND EASEMENT: ; I I F/YDROSEED EASEMENT AREA . S5 z I ll.b' / LE. •61.65 ��/ I 4 ®/ N ppw. O d 427 L.F, a"♦RY.0 SOR35 SS 10.4% S S .tM�� 01 �/ 5 J90 L.F P4"♦ RCP C7,6 CL 5.Q I0.J '. I I I w o LOT 5 20L.E, a ♦ sss, 0+ to% 4 II 9 I.20' I b1/N. 24"¢' S. D. OUTFALL fP.5^' I. £.•H.79 IIIIII"'''' I /. E.- 6798 / LOT 26 Z (5ce Detail Thls Sht. (Div. II) y 10th AVENUE N. (EXTENDED) SCALE: Horizontal — I" = 22 Vertical 1 = 2' Contour Interval— 2 P)FOP05ED GRADE 76 76 l � ^ f fl W 1 I II Cf) O 1 II MN . ZZ 74 74 1 I II W w H 1 i LI _ _ _ If- - - - - - - - x EXISTING6RADE - - - - - - - - - - - - - i -1 II J s ; W _ - - - - - - - - 1 II O 72 -/ - - - - - - i i tf 72 Z a Z 1 II I I- It-- - - -- - - 7- W \I '1 1jI� II O • } Z 70 I l ,l 11 1 I 70 Q H W 990 L. F, 24 fCPC76, CLB, S-D., a0.37' IVL_44 - - - - - - - - II I _ 68 1 I I I 68 Q 4 L.� I I -- - - -- — � .- 24" t s.D. OU FALL I r - I.E. 67.98 - 66 S.o. cs.rse 66_ _ II 64 64 II II 62 tJ� 62 _ 0 I a %127 L F, 8" P. ✓.C , 50O'P 35 S.S.. 0 4 q Jeo Nn 1357-003 811 Dill RDG DOW JHD 60 60 COW. Willjla/ ow FEBRUARY 1W S.S. MH+ fB See Sht P2 58 S.5 WPW 17 58 �� RIM= 73.00 / E. - 89.90, 8"N of 44 *wm 85 S?R. 340i 'SHT. 24. of Ole REVISIONS NO.1 DEWRIPTIONiDATE BY fOG LI (See SIM LOT 2 LOT 3 LOT 4 LOT 5 �' (Div. II) (Div. ]I) (Div. $) I I (DIV. II) :•PP 'nJ' •.� � , V6� 1 R/►iiz.043nN�) I 4 Y, r� E.•58.55 t6" E. bl KI Q,�b''• ;s. + 4�y�, n o , O' CHICAGO AVE. RIW (NOT OPEN) t •.I >,e Qp�... eµ0 � � h 15'* I I Iz' call. link I.... p DE5/4N WS ,rounE lift �+ x + 2 Ella 1. S N l6 czs of Wall) p Z Z RIMM. 65 MN \ �f� N q'n '� .. 9�•iic eat x ' \ STA. 33'SOUTH OF METIPO MH I I I (�' W Z c�? z¢ �_ / EX/ST/HG GRADE *.an.mu,.,9.an ® '\ B'x 6" TEE, E. I I I $ Q yti44' � E. • 59.Ot. G"E. I 11 I „c M �. 7.5' 1 DITCH SLOPE- 0. f 1 % EX{ST J4" A.C. FM -j + ---- - ~ DITCH LOCATION WITH RESPECT TO A VARIES. , I ° O + _ + . - Enl.naa ea...e w�..f.na. y Q E. �, A DITCH RESHAPING DETAIL (A-A) __ _- - 69 - I •LT.5 _ y i N1COr _ e Y - ♦ _ .._ ._• N.00° 31438 " W. Y ni.,mDitch 2 2 IC . 679 V _. ._T° J in Z .l.,l., all 33, M w can...+. cm,,,,. METRO W 5.5. INTERCEPTOR 275 L.F. 8"t PVC. SOR 5 S.S. 4 % 1 S.S. MHO /7 CLEAN AND RESNAPE DITCH CHICAGO AVE. R/W (Not Open) I Ta' _ — _ — see shr. 26) FROM 17/h STREET SW, — — SOUTH 1t85L.F. S•0. 1f Y. A See Detail This Shsef /0' Z Z CON STR VCT PERMANENT 5/L7-AT loN 0 o METROS.S. MH 54'" 8ARRIER AT UPSTREAM END OF Z hl RIM- 72.00 ± CLEANED DITCH Z I.E.•5746, t4"NFE /.E.•-57.47 24" W 3 Q W CHICAGO AVE. ( Not Open) SCALE: rticatalal - I" =Vertic 2 Ve - 7�� = 2' Contour Interval - 2' II 72 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - il - - - - - - - - - 72 ' - - - - - - - - - - - - - - - - - - 1F - - - - - - lil Z N H II 700 coZ 7o Li w II WW > i � o O 68 I i I i 68 11 O LL I I 0 Q _66 II I 66 } V J U 64 _ I i I i 64 U • _ .. 62 ) I _ 62 60 60 P75L.F., B"� P. V.C., SOR35S.. .• ..4f. 2404' METRO INTERCEPTOR I I Q Z 0 58 See Metro Drowings 59(SChedVIC E) I I a L � me Na 1-357-003-811 . L i S.S. hfH At /7 DESIMWM RDG (See Shf..26) down JHD 56 METRO 55.MH 56 tom. R/M= 72.00± CHECKED JWW I.E. f 57.47, l4"W, E. DATE FEBRUARY 1983 I.E.•S7.4G,24"N. _54 54 21 oF 44 SNEETS X 85 STR. 501 SK-r- :Cr K 440 - ) BErntelre iBa tJneet►rRRRMIan er III II II I I/ � \ � � 1 ` I / / ' / / / \ / —_ ` i L A✓Iuew. pA/-/l ROb 1 II IF I / / / N Scale: 1' = 100� _—i �_ ` —�+ `- - - - - - - - - - -L - - - - -� -- - - 15th STREET _ LEGEND - - Interceptor Ditch Drainage Pattern i Uj ". r �•�tigl (\ Exist Water Main eb'1% — II� Exist. SS Main ``• :... Exist. Power Pole Exist. Telephone \ / e Exist. Gas Main z—x x—z Sediment Ranier Exlst. 6 Embankments T� Top of Embankment Toe of Embankment I / id ICt 1K � I ac " WAFER T REMAIN I SERVICE. U I? SEDIMENT BARRIER - IINET 8E VALVED F FRO�fh 5T m \ OUR/ EMaA M GONSrA T/OM d ! T a/1 m S ee Detail)1� �P� \ , qN0 V ✓EO ON LTER ONNE[T/ � C 6 L/M/T OF • \ TD NF A - W ON,,&0V Y ![Y0, 0 ";.:::. :.::: EOhs'Tl�eTioN � g �"' ��" ! � � 1 — Remove and salvage prior to construction of roadway. i x ; II/�y E E ER 5 TION ''?l3s !?'>;i'! s .:,:. O w EX/5S WAT R N T f \ / A / BOUNDARY bLVD. ' s e xet-16. _.--'`` .,� ^`,�."� ;'✓ ✓`� — Remove and dispose of prior to construction of roadway. T A minimills Er T — _— --� ......<.. t ••.e,.. + —. fir.-=- Rmr'i _ — y. EX/ST/N S.5 FM M TO SEA N , — EXIST B W I Nv 1 EX/5T 8"W. _ P EA9 FOUNOAT N OF EMB KMENT � ~- I O 3 ABANDONED 8" W. ` ) �RRR E1f75T R . STAT/ON. TO ee SALVAGED J L/MIT 0 B RE Y/Ny EX/5 4 ASPNAL AT O BE R CATED f / / '^ I EXIST ZB F . F,M?AUK T A O 4.v SOFT SO/[ q5 S/,LtC/ /EO / / / v 0 \ d.Kf See Sh of lB/ TO BE ABANO NEO E � W /M SED ENT a C • J II o o �y Q +II O :4 II I uQ 1 p a J _ 27' 7' c~ o Q y \; / \ 74.0 !.0 74 74.9 750 S A..45 75 7G.8 7Z8 79. 0 (E £ ELEV.1 \ $i �� \ 76.51 —� 7.3Z TD'JL .OL 7S 3P 79•'� .32 lO.l1 `.' / Bier / L EMBANKMENiT £ ELEV.) -�' `-` O 2 BCloes A. I o • / e m eJ' zi ` 0:3 _ i mama aF / __v Son Solis — V' M __arAn • Ems- xlsfing Asphalt Matt l•� t g/Iet. S.S. F.M.—+O O�Exiet.Water Mal • / +{ ITa M son ITo be abandonad� — —1— + SECTION A A J OU CO fifth AVE. BOUNDARY BOULEVARD ` ✓� \ / J // t' (BETWEEN MILWAUKEE AVE. 8 INDUSTRY DR.) �- 1 Z J / Z W m r ,1 � M X \ \ I / NOTES V. Mr, :� 1 �1 1. Construction of the embankment shall conform to Section 13-3.10E, • C used ie compaction ecpurposes. • •. Load haulingshall be pet @haall not b 2 f EARTH EMBANKMENT CONSTRUCTION Cam ac[Son (yp �� [ eh 11 o be Q o W O specified in Section 13-3 10E2 �I •2. All debris and vegetation cleared from the constriction site shell notLL \ be deposited on the Owner's land surrounding the site. No debris of O I III Y any kind shall be deposited in any stream or body of water, or in any •\ 1 Y a, street or alley or any other private property except by written consent • of the owner of that property. MNIAFI 14pMN erual. in Z / - salvanued MNpI 3. Material to be used for embankment construction shall be approved by � p ' - Poet as required the 10th AVE N. 1. \ / \ shall nfurnish pEngineer iwi hnan independent csoils analysis ofn the c'ource �' Q } ChidkM Wlre II S, of the gravel to be used. Embankment material shall be Bank Run Gravel Z Class_A. / 1 •• �,;::', �r 4. All slopes of embankment shall be hydroseeded u specified in the m as I + • Special provisions. Q 5. Existing 8' Ductile Iron water pipe &hall be salvaged and reused for JOB "M 1-357-003-811 construction of 8' water extensions in this project if deemedlm reusable ogsw RDG I i4 I i•d// i I by City of Auburn. Existing 12- Butterfly Valves on PVC force main or JHD " shall be salvaged and returned to the Owner as specified in the Special provisions. Cam' CHECKED J d W 2 Min. 6. CNP storm drain pipe shall be removed and salvaged prior to road Washed Rock built up both aides, I construction. Salvage shall be considered incidental to all storm SDATE FEBRlJt4RY 1983 "fabric to hold In place. drainage work. 7 SEDIMENT BARRIER 28 E ap 4 4 ettEEn 8 85 ST7- 0\ SNT 28 of Q(O ■EnueMa NO. NBBBIPrWin TE I BY 1-80�9a SCALE: I° = 60' 63 I 64 65 Notes •• ° 1. Provide and maintain temporary sedimentation collection facilities to insure sediment laden water � �•••• 1MIR I" I does not enter the natural drainage system. The siltation control systems shall meet minimum city ` SEE PLAN/PROF/LE SHEETS FOR requirements. As construction ro iesses and expected s ' DETAIL ON PIPING AND GRADING P g p (seasonal) conditions dictate, more siltation 1 - z'(TypJ TOP OF ERM E/Bv. • TP O - ALpAG ISM 9T S.W, control facilities may be required to insure complete siltation control. Therefore, during the P course of construction, it shall be the obligation and responsibility I R 3 g ponelbility of the contractor to address .• P Q SHAPE D/TCHALONG ` I '� I I any new conditions that may be created by his activities and to provide adds tionai Facilities, over @` TOE OF EMBANKMENT + 1 and above minimum requirements, as may be needed to protect adjacent properties. TO REL/EYE POND/NG 3 BEHIND BERM 1 _�_...�_..- _-. -_.-- -- ...1 __ .--- I I 2 . Where possible, maintain natural vegetation to minimize erosion. moo..-,.. _ - HANDPLACED 3. Temporary erosion/sedimentation control facilities shall be constructed prior to any grading or R/PRAP 20' extensive land clearing. These facilities must be satisfactorily maintained until construction and 62 PIPEALLYFROM �+ II I' I I hydroseeding is completed and the potential for on-site erosion has passed. I I I ' -- 4 . Return siltation control areas to original ground conditions.9 - 1 j • I Ennr. lE" C PLO BE ALOONED)' 5. Once work has stopped in any area stripped of vegetation for a period not to exceed 30 days, it moat �, "y ^ • I I E. a1. b C.B be stabilized with grass. Seeding can be used only between the months of April and October. . fi le.e� 6. Contractor shall grade the modified floodways in the dry to the greatest extent possible 6y main j . rr °. taming a natural temporary berm between the excavation area and the existing drainage ditch. At the Q ( 1 j on orr C.W1 time the removal of the temporary berm remains to be completed, extreme care shall be taken to mini- •s� �I 11 It nmu. c°nr.°I P Y p c Fnl.r. P.. R sin I 2 maze the amount of siltation deposited 1n the drainage ditch due to the contractors work. The per- ( manent berm shall be hydroseeded or riprapped as directed by the City of Auburn and vegetation estab- lished prior to removal of the temporary berm. i I I I I 7. Floodways shall be graded to the contours shown on the plan. h e Q F. r .nl of n ra N..G C 1.CO- • TRACT A 1 z I c = PRO DE STRAWBALES m FOR PoRARY ERGS/ /SED/MENTAT/ON CONTROL. f Ik •r - CONTRA TOR TO 015P05E OF ALL I I I - O s ` I ACCUMUL TED 5/LT OUR/N4 CONSTiP(/CT/ON SEE PLAN/PROFILE 5NEETS PROVID/ STRAW BALES FAR TEMPORARY FOR DETAIL ON PIPING. ER0510N SEDIMENTATION CONTROL. \ ON A CON NUOUS MAINTENANCE PROGRAM. I . CONTRACTOR TO DISPOSE OF ALL ACCUMULATED ilP r C] 5/LT DURING CONSTRUCTION ON A I 1 CD _ J.1t CONTINUOL)5 MA/NTEIVANCE PAbGRAM. mw EXTE D B"CMPPO 1.F., TO TOE OFSLOPE . 'I ° cwr a"cYPHANDPLACEDQ ,SHAPE DITCH ALONG TOE OFEMBANKMENT/,E.• ro .40 _ __ TO RELIEVE POND/NG BEH/ND BERM. O , Z CLEAN AND RESHAPE EXIST/N4 HAND ACED R/PRAP RIPRAP RIM c" °" O (S(JIEDOL5 A I"�r=e9.00DRAINAGE DITCH UPON COMPLE N 20'MAD, LLY FROM _�� ._._.� �-.-+ --.-. ---•. —+ ---• -^-+ —� - - ^+ --� ' Q OFFLOODWAY EXCAVATION ANO PIPE OU L£T I E•13.v1 \� m Ev6f B"CMP Z HYDR05EED/Mlr. TOP OF BERM ELEV. = 72.0 ¢•(7yP-) RELOCATE EX/STING ENCE TO I __ Z N LOCATION AS OADWN. ENCE 5NALL - -- V M/ E T N C Ll E,I r C.e. CD _- _� `\ ?' 6• '\.. - TI To EX15j/NG B BED WIRE -- - stlxl vs°.'ia rZlitE ABOVE HEAD,, LL. E.ul e c P •� TURNS CK LINE HANDPLACED RIPRAP I LE. ero 1 —1 I 20' RADIALLY FROM � yll Q EXTEND 1P" CMP Ipr.11 pp66�'' r N PIPE OUTLET, HANDPLACED RIPRAP E.In ]'Aa n.0 sla..m. B L.F, TO TOE OF SLO Li.�fh`Yi"9E c bul°'N. 20' RADIALLY FROM Q \ / E.• 65.4D E•CYP Fvlaf C. HANDPLACED R/PRA PROVIDE 5TRAWBALE5 ACROSS INLET PIPE OUTLET I z \. \ e'cYR cur x.I TO DOX CULVERT FOR TEMPORARY DOOBLE i'x !b, / \ 20' RADIALLY FRO EROSION/SEDIMENTATION .E.•ea CONC. VAULT. /-/ / �\ \� - _ - PIPE OUTLfj. - �- - 1' 'j CONTROL. CONTRACTORT TO E-1 1°_C -- l� O LL DlSPo5E OFALL ACCUMULATED BILE Z X� DURING CONSTRUCTION - • O _ ON A CONTINUOUS I A LE.• 46.3 0 \� - - •"�—.,- v _ I s'YI�IrI� ed f i MAINTENANCE PROGRAM• TRACT B \ E.I�,cMP r F� RELOCATE EX/5T FENCE I tl _ i ABOVE AND TO THE 5/DE RIM= es Ea O ` 'A, _ A IE=BT.Be s'n m ro.c.an vane / ,. ° _ .—.�, R THE G'x /D' BOX CULVERT II ;-opp el N.na"ml se.e ♦i HEADWALL. IFato.r A r°•3,Y - - EnI r AaO°a1191tlawvlF • ° I U bLvll h0//i[ lalena E.bl c e ��-•� - �� RIY+ LE. Be.01 O - I II �• `� RELOCATE EXIST FENCE TO CLEAN OUT EXIST/ BOX � ' ' MATCH TURNBACK LINE FOR �- ; e°if.so cup CULVERT (/Poet COM LE /ON TATE DEPT• OF TRANS. l. .5 el's°r"\ CONTRACTOR SHALL COORDINATE OF FLOODWAY EXCA AT/ON ` \ Enl°1 Nvloalw a//b. . } WITH STATE FOR STAK/Ny AND Z = � AND HYDR05EED/N E.I.f oc°.a Rml IT .I • CON$ RUC /ON /� I - I ul.w •f 9fwwa Q --- -.-- - \ \ T T RE4U/REMENTS °s y\ 2 S 73 •\ 73 .. E+In/ RI 9r Of•v Iuc• O I •1�. \ ° * HYDROSEED BERM \ �!� • ( J Set Stoat 42) 1 . DIREC71 OR TED BAP Y ENGINEER \\ HANDPLACED RIPRAP EL 70 �\ - - • 20' RADIALLY FROM g Z �....�� PIPE OUTLET 7 \ \ \\ y��* \ CLEAN AND RESHAPE EXIST/N4 - U - E: • ea.a0 �� — — - _ \ \ ,\ .1�\ DRAINAGE DITCH A5 PART OF _ n as• CY P O 6s � _ _ fis '� �� FI-OODWAV EXCAVATION AND ~ i,E. • eF,°I • `HYOROSEEDI e 68 Nfa. I 67 •�- * emmmoo - 3:1 SLOPE - Z 66 66 M 07 HYDROSEED EMBANKMENT AND � 1 I PLANT FLOODWAY FOR SOIL Q 65 I STABILIZATION, (See Sheet 42) \ 1OR RIPRAP AS DIRECTED BY/ �* �. LOB NQ 1-357-003.811 ENGINEER. DESIGNED RDG DRAWN JHD/JB COMP. 63 1 _ _ 63 \ \, �� CHECKED✓.(µ/ I 3:1 SLOPE MAX. O' DATE FEBRUARY 98 62 1 I �3:1 SLOPE 62 ti \ \ 1' DEEP DEFINED CHANNEL BOTTOM •m 6 �ECT ON A — A (Type) 6 \ �� \ _ � \! 60 _ _ _ . - . _ - 60 OF 44 9HEET9 s5 SZ 301 bAr, 29 of 440 REVISION$ NOTES: IK 8" MirrlaN/afi! a 1. Center of Luminaire Pole shall be located per detail from back of m °""I" curb at designate stations. F/X T. r2 FIXT 04 FIXT '►G FIXT•B = FIXT 0 fO F/XT 0 12 FIXT • 14 _ ZI STA. 9"00 STA. 10.90 c STA. f&60 STA. 14s70 STA. f6470 STA. 18480 2, Existing Light Standards between stations 1+00 and 6+00 shall remain in service. e TO UTILITY t 3. Existing Traffic Signal at intersection of 15th St. SW and '0 St. , shall remain in service. 4. Use AWG No 2 THW Type stranded copper from XFMR to service panel or approved equal. I Wc. - Zx•6, ZKB { fsBG a 5. Use AWG No. 30 TW stranded pole and bracket cable in street light with L PVC insulation and polyethylene belt. I rh"C - PKG� If foe � o6. Use AWG No. 6 THW Type stranded coDPer wire for mainfeeder T2,3 lines to street light or approved equal. CKT•2, 3 -� 3 —CKT6,7# _ zo �- 240 V SERV/CE PANEL 7. Junction box shall be located in bock of curb perpendicular to street light. m (LOCPOINATION OF ION COORcrioN DINATED # - - (LOCAT/ON COORDINATED WITH 8. Use 1 'A" PVC Schedule 40 under sidewalk. - • I � BOB SNYDER OF PUGEj POWER) 9. Use IY," hot dipped steel galvanized conduit for street crossings. 15th Street SW _ _ ,- - -- -� - - RELOCATE J-SOK UNDER POLE AS PER NEW AUBURN STANDARD -- - - - , (TYP FOR ALL) 10. Ground feeder shall be AWG Ne. 8 as shown in uniform Luminaire wiring detail. 11. All conduits from service panel shall be hot dipped galvanized # steel. 12. See sheet 34 for locations of conduit for future signalization o -- o on 15M St. S.W. at ��0 St. old Industry Drive S.W.. —CKT 1,4 ly}•C. - 2• / 1�B4. m I g 0 - Z Z N (D Q w - Z Z � F/XT. �'1 FIXT 0J FIXT r5 F/rT s'7 - - F/XTw9 FIXT f' 11 F/XT f' 13 F/XT'r15 Q W W STA. 6f0 S7A.6405 STA-9495 STA. ff#85 W W W STA. 144P0 S7A. 15165 STA. 17+7b STA. 19490 Q Z ? N SCALE : 1a = 100' Z 0 ,�1 �+ W N jWJ c F/XT *16 F/XT. 'm >8 F/XT 'r 20 FIX 'm 22 F/XT 24 F/XT ' PG F/XT +p 2B FIXT 090 J W W < STA. Z005 STA.M,,35 STA. P5f65 STA. Z7495 STA. 30445 STA. 33415 STA. 35465 STA. 3541 Z m C N ¢ w W Q a m -0 C. - GAG { IoB 1%"C.- 4�6 { 1 yBG. � at m W y CKT. `,7 cKr to, ff CKT JO, 1l - N r O r - _. Z r. - - - W - -- F P'C.- 2 06 / I NOG - - - - - -- CKT. 9. 1-0 3 CKT 518 CKT. 9, 1P O i F/XT. 1"29 QD Pf'6 5T4. 36490 ♦r1 Pow o P« h V o UriET ell TRANa,FORMER 4 PLLAL CIRGLIIT eRtAlceR. POLES MI.X.I • ,I A' 29 FIXT W 25 F/XT°•P7 o VAULT O 12 -� C• 2' ci F/XT '0' 17 F/XT +X 19 F/XT P> F/Xr > G' FOR 5'SIDEWALK Q STA. 224ZO STA. 24450 STA. 26#50 STA. 29i10 STA. 11re0 STA. 39r90 -- - — _ 6.5'FOR 7.5'S/OEWALK ti U. 41/2 rO.D. 2r N•R S. `tNC SLIPFITrER uNICORhI(U-CAN-Hl� 12�i I AMPS MA'R,FRONT PLU6.lN Q TYrE'P, UNMETeIiI I = " CAbLE SERVICE 4 h O. ALUM TueE .i B6ZZ LOCI WALL. ALL LOY 4063-T6, N - 6/ITIN (,tROLIND FINISH Z CA6INET OR APPROVI*A � Q z E4uAL 3 O W $- "Ill it C, d • — O j Cu116 �.rUTTE s } •(4°X24v%G �CONCRETE �. N 0 JU1y6TION SOY SIW.L GALV.STEEL CONDLLIT PAD(FLUSF4 WITH Q r T Au I RIGID HOT DIPPED NI ti ' �2-IBNG STAINLESS STEEL �EOLT AT 90' m v ONE REMOVABLE 51DCWALK PANEL WITH AJII •)/,LyL OF CURE SIDEWALK U • Z EXPANSION JOINTS ON BOTH ENDS TO BE W �- CON5TRUCTED AT EVERY SjREEFL14Nr LOI IOW, INSTALL AND W FLUSH JOINT BOTH PROPOSED AND FUTURE. iWu1 JUNCTION BOX, J-110, CO111•IELT To TAPERED ALUMU.IUM TU6E .29" WALL ALLOY F'ROPERT�' i 6' FOR 5'S/DEWALK Y TYPE 2, ALTERNATE B, GROUND ROD PRIG A?ef F-V LUIIN GrROUND FINISH PINE 17"K22" FOGTITENO ,T// W611 491 J - I '.5' FOR 75' 5/OEWALK Q. OR APPROVED EQUAL. _ ' L, �� W J NOTES; �-- -- ? Fz R161D-HOT iTP�D Z 1) PoLE Ae,--v IES VSS4 NED To SUPPORT MAX, LUMINAIRE JuNGTION DOX SHALL /i 5 O,¢ 7.5' j ¢� GALV. STEEL CONDUIT N SIZE OF I.S .FT. E.PA. AND (n0 L-iI IN A too MPH ADUT RACK OF CLLRp --� SIDEWALK - li ISO TAGH / l30 MPH GUST VELOCITY WIND. - 5EE PLANS GTRECT LIGHT MK11,AW6 b - TO PoWER VAU LT, To Be W 2) 4043 PALER WIRE LLSE47 FOR WEl.-ViV . 5C?TCHCAST A M 3)ONLY THi� CASE FLAt•IGE WELDS ARE NEATTCEATED : OR SIGNAL PoLE �_� EPDXY "MPS CONHEGTEI7 BY oTHf7R5 M W ' KIT oRAPPROVED THW -AWG"t!o MIN. W EquAL To NEXT 1"ZUI4"VM. cr HAND HOLE(1'.�AGK SIDE) STRiI LINT D F- n • T. CIRL i APP{ZOVED CoPPEK CLAD CLAMP SERVICE Q O CURE !, QuTri (f- T SEG MODEL Ilq 1-siF - i t „ JUNCTION BOX, J-110 , FUSE -FNM-S GROUND LUG D CABINET Z L- 4 4 4 TYPE =,xALTERNATE l3 DR APPROVED EquAL III2"cCIA.47?v::�EY INSULATED iizoN DETAILLL :N 1.1 K 2E FOGTITE n - Ne. JII oR APPROVED (2 I I� - A - - _ 7 COMCOU IT ND 13USHi11GE, \I (4) 1 -bNC STEEL ANGHoR $OLT6 ASTM SOLDERLESS LuG.s AND Nrs 0 T' t:l2U AL. /1574,,ALSZ GRADE IO21-104-&, SO,OCO PSIa, ?� Aw,� 10 rnN rr,•E �� ,� FROM HEARE6T 6`cREET SET SCREW • ^T MIN• YIELD, II VIA.OF ROD STOCK LIGHT ®SELL END DAVIT PV.DUIT In STRANDED COP~ W111I Q o.9OlI ",OUT COP ROUND TOLERANLti: — - N ±0.012s, ROLLED or,CUT THREADS PEK ASO7, CLASS 2A,TOP tO'GALV. PER AST" _ \q COPPER CLAD OA GEDNEY INSULATED IRON - _ _ _. - SFL. )`IODEL METALLIC GROUND GRLMOL 6U5HINGS WITH ' • A IS3 COMPLETE WITH (A.) I°4ALV. STL. LOCK - '�'. ROD 5le -O" SOLDERLE65 LUG.4+ AND wAaNaRs (4�l"GIALv. sTL.FLATwAaNERs. •� 179 -DP of- seT scaew PANEL SCHEDULE - Z 2,X2'SQ. Of,2'DIA. APPROVED A E uAL •t+iP-� NO. LOCATION. AS SHOWN Z40 VOLTS / PHASE 3 WIRE U • CONC. 6A,SE 4 (p © SELL END VAVIT PV. II SERVING. STREET LIGHTS /Go AMP with MAIN LUGS ONLY 03 µAt4 D"OLE(4sX!.'NOMINAL) 11,GALY. 5A.CONDu IT lI/2"RIGID NOT - CKT TRIP TRIP CKT Q N0t,1-1'{US�F TKPE, COMPLETE DIPPED GALV. y,/IfLE Cot_OR CODC NO LOAD DESCRIPTION KVA AMPS AMPS KVA LOAD DESCRIPTION NO. x W IT" REINFORCING FRAME 6ARE AWG' STEEL_ CONPLIT IOM NG 1"357-003•811 s O.D ALLOY 354,T&, COVER. AND • 1 5T- LT F/XM- Jr,3,5. 7, 9 2.3 20 -� 20 2.3 ST. LT. FIATS. Z, 4, 6, B, f0 2 S.6. HEX. Hp. SGR0W5 - K'c No. LOAD DESCRIPTtoN WIRE CoI-oft 3 ZP - - 2P 4 M#WM RDG LT, FIkT'�. I,3,S, RED g „ n ,� 11, 19, 15, /7, 19 2.3 20 20 - 2.3 " " " /Z, 14, IG, 18, 20 6 ONRNN JHD 7,of 7 2P 2P 8 , y2^I3NG 2. IT.LT. FIATS. 2,4, lo, SLACK g n n n 21,Z9,ZS 27,29 2.3 20 - 20 2.3 " " " ZP. 14,P6,28,30 12 CNSCNSD JJ In/ TAPPED 11/211SCKA.0PVC 8,to 11 t 2P - 2P 11�4°SQ. yRO11t191Nb4{OUF CONAvu IT 5 ST. LT. FIKTS. II,i"S,IS, DLUE 13 ^- 14 DARE 1983 FROM NEAREST STREET To NEXT n,lq 15 ^ ^- -_ -__ - 16 1 -- LIGHT STREET E- C (e Sr. LT. FITS. M,14,1 G, 'BLUE 40 GECTM?N THIC11 NAsiONOLE 19, zo - Q ST. LT. FIAT'S. 21,23, 110 11 r 42 31 LUMINAIRE POLE UNIFORM LUMINAIRE WIRING DETAIL 25- 21, 2q REMARKS PROVIDE OROUAfO BUS { CONNECTED LOAD >3.8 KVA coo AMPS N75 A!rs to .LT. FIKr'S. 22, 2A-, BL.AGK �` 2B ao RAINPROOF CABINET DEMAND LOAD- KVA AMPS„cc,n auras mue.,. w.m O`om.+ua .ea 01 44 WWII 255 sTf- got -5YZ • s50 0111 AK. SCALE: In = 100' Nao•mtlrna•lo•n OV STREET LIGHTING DESIGN BASIS PANEL SCHEDULE N0. LOCATION: �J-.S __ - � -� VO LTS PHASE WIRE ROAD LAMP LAMP MTG. OVER DISTR. FOOT UWI SERVING: TBfi13T Y7GIlTY - _ :: - AMP .Hh MAIN _ STREET WIDTH WA HE HANG SWING TYPE RATIO CKT TRIP TRIP CKT. NO LOAD DESCRIPTION KVA AMPS AMPS KVA LOAD DESCRIPTION NO 15th Street 100- 61' 400 34675 35 4 95 - 115 M-C III 1.5 3 To I 3 - = a 1♦7 .. _-- '�` 0" Street 44 250 19071 35 4 175 .8 7 - - - �`_ "- - - 8 g ^ 10 _ _ __ 12 Milwaukee Ave. 36 250 19071 35 4 175 13 14 15 _ - - - - - 76 17 IOth Ave. N. 36' 250 19071 35 4 175 19 - ^ ^_- - --- - - 20 21 _ _� _ _ _ 22 23 - -. - _. _ _ _ - _ 24. Industry Dr.SW 54' 250 19071 35 4 160 25 _ _ _ -- - 26 31 _ - - - - 34 III 28 ^ 28 15fh 57R ° 21 --- --_ 32 :oe g EET SW Boundary Blvd. S� 250 19071 35 4 160 _-_ 'A• ss - _ - --- - -+ - 35 - 36 It Industry Dr. N. 36' 250 19071 35 4 175 37 -- _ 38 3g - - _ 4p 41 _ - - - .. _- 42 REMARKS: _ _ _ CONNECTED LOAD: --ASS KVA �AMPS - - - - - DEMAND LOAD ---x KVA - -TX;--Ifi--AMPS w`(LE COLOR- Cook. LOT 22 LOT 4 , FixT < / � Z ss CKT. Np. LOAD oESCR1PT1o11 WIRE coLo[z L07 23 , STA. 41,88 1 Sr-LT. FW'S. 1,2,3,4•, Mel W V Q •I W 2 ST.LT. FIKT9, 8 9,10, BLVS FIXT ♦ /4 Z 0: 41 W LOT 28 � 11,1;L,13,14 STA. 97475 O W I' 6 T.LT. FIICrs , intro, BLUE 5 W W y O� 6 T. LT. FIxTS. ,24,25, BLACK \ OP`�/ \ Z Z ' 2a, 2-1. 28,29.30 , 0 et ST.LT. FncCS. 11,16,19, RI-M0 1� '� LOT 21 c ZW Q LOT 5 . i F/XT ,0 2 :L0,21,,22,13 J5 1 ' `3 W x STA. 43vG3 LOT 18 `?O STAFlxT 944 5 J W W DIVISION I \ ~ gym H W ' W Q W z LOT 20 V i LOT 6 FIXT /2 N W FixT 3 ?rA. 94,,,60 STA. 45.3E L07 17 Z PO/NT OF CONNECT/ON - (I OCAT/ON COORDINATED Jh"C. -2<G ! 1<8 (Z 'WITAI BOB SNYOER LOT 9 LOT 10 LOT 11 OF PUGETPOWER) LOT 14 LOT 15 LOT 16 Q ' _ LOT 12 LOT 13 FIXT 0 I/ a L07 8 F/XT 4 f/xT ' G XT < 1G F/xT x 7 TRANJ. F/XT. /7 F/xT A B F/XTA /B F/xT1 9 F/XT d /9 ;b 5TA. 99+05 � 3 STA. 47+JS 5TA. 7BsG 5TA. BOt25 5TA. Bl«BG STA. 82,'X 5TA. BB+IB 5TA. B5«/O 5TA. BG,GS 5TA- BB«25 STA. B9«77 LOT 19 M ✓B04A ✓B 011A LEGEND VN • , 5TA. 47+/3 _ _ STA. 95405 all " <G // " <G ! Ilea t°e BOUNDARY BLVD. 10 - s '3 / !xr a' /O Auburn _City_ Limits in t�histconitrract. fix tuxes lobe installed - I \ 5TA. 91�45 9"C.-6 <6 f/w'BG Algona City Limits Z 11 Indicates lighting fixtures to be installed LOT 6 in future by individual lot owners adjacent to fixtures. (Conduit Cable 9 Junction + FixT / 33 /h"C-4<G i Ilea IY2'C -2•G! 1�B6 FIXT 0 20 boxes to be installed in this contract. • , 1 ---]STA. 1 JOvB5 STA. 137420 � Q Z F/XT a' S F/XT • 15 ✓B < 93A i LOT 19 5TA. 75«43 5TA. 77+03 5TA. >la+B5 LOT 7 LOT 8 LOT 9 LOT 10 LOT It LOT 12 LOT I 1 1%2"C.-206 ! Ilea O - F/XFee sllllllllllll�0 T t 21 • STA. 135«50 --\ � C JB � 2fA + F/XT. 'r 32 -- - ` STA. 112,60 STA. 135+50 I � / L07 20 LOT 2 W Z J - -- - - - -- - DIVISION a W J�� t STA. I'13+75 W F/xT .t 311 LOT 21 �. O LOT 3 LOT 18 e L SEE DETAILS SHEET • (1)Q O. LOT 13 LOT 14 LOT 15 L07 16 LOT 17 `g0 ' � Fixr. v 23 IahEs 57A. f32«00 !" LOT 22 1. Center of luminaire pole shall be located 7 foot back from face of O curb at designated stations. + tL LOT 4 1%t"C. - 2<6 ! flea 2. Ezisting light standards between stations 1 + 00 and 6 + 00 shall Q Z + , remain in service. O IOth AVE N.t - _- 3. Existing traffic signal at intersection of 15th St. SW and '0' St. • Q shall remain in service. � �LOT 23 4. Use AWG 62 THW type stranded copper from power xfmr to serviceLOT 5 LOT 25 LOT 24 \ panel or approved equal. CD F/XT X 29 F/XT. 'r' 26 FIX < 27 F/XT <' 26 F/XL r P5 F/XT r 24 5, Use AWG #10 TW stranded pole and bracket cable in street light with PVC a STA. 127,50 STA. 123,25 STA. 125+00 STA. 726r70 STA. 72B,?G 5TA. 130«20 insulation and polyethylene belt. JO! Ma (-357-003-811 5TA. 121,50 6. Use AWG R6 type THW stranded copper wire for minfeeder lines to Dablem I street light or approved equal. DR" JHD COMP. - 7. Junction box shall be located in back of curb perpendicular to street CHEMttO JJN light. OAR FEBRUARY1983 8. Use 1-1/2" PVC schedule 40 under sidewalk. f. Use 1-1/2" hot dipped steel `alvanized conduit for street crossings, except where noted. 14. Ground feeder shall be AWG A8 as shown in uniform luminaire wiring 31 1 detail. d. All conduits from service panel shall be hot dipped galvanized steel. 0/ 44 "f1 1b.5 s-cK. '501 EaN'C- 31 CIIa 44o REneIeNE N0. edeBlr►feMfBATt BI }Y. KNOVI( 1-M•M SIGNINGINDEX � AA-801 ,7 37N ,v+ay y ans ,v+By 4-TYPE 11I BARRICADES SIGN CODE POST R 7-1 STATION 6 MESSAGE MATERIAL � 2-TYPE II[ BARRICADES R2-1 40 N � , \\ \_ © PH I 5+58, 57' RT ® - AUBURN 400 Wood - 4 x 4's �) _ ` R7-1- 151h St. SW 15th ST. S.W. — — _ is+5+.io = +o+oo.00 • 6+15, 56.5' RT Q - Portal sign New Light Standard o — -- a to + is xo - 25 ___ _ _- --_ i_ 5+i6Y+9' goo+oe.le R2-1, 40 MPH - Speed Limit 8 55 ^ T 8+05, 56.5' RT New Light Standard - / 1 R2-7 Right L L /j L Q Q R3-S, Righf W10-1 10+90, 56.5' LT R7-1 - No Parking New Light Standard 2 1 R2-1, wa"2 STA. 99+00 R7-1 40 MPH RYB01MN W4-3 40 MPH INSTALL Fl3-17 W11-1 R1-1 11+22, 60' IT ® AUBURN 400 Wood - 4 x 4's R3-7, Right © W4-3 WOOD POST R7-1 R2-1, STA. 4•+78 30 MPH INSTALL W9-2 e WI-3 R7 1 13+89, 72' RT - 15th Street S.W. New Signal Light 5TA . 44+r,0 - 0 Street S.W. Support Pole 3o"Y30" STA. AG*00 PP R3-BOSM INSTALL R3-17 x4"730" STA.48.91 WOOD POST INSTALL R3-$OI M 3' 15+65, 56.5' RT Wv-3 New 'Light Standard STA. 57+ 2E 30".30" 30 MPH WOOD POST 0' INSTALL R3- L - N Arkinz L INSTAL W4-2 � ee R 7-1 N STA. 8 S+10 �� "5 AE i' 1KE Lµ µD TYRCAI_ 16+70, 45.5 IT ®- METRO Bus New Light Standard 301' v30.' INSTALL R3-17 24"130" STA. 9o.25 oe l WOOD Pos WOOD PosT STA.75+4'5 WOOD POST INSTALL R3'17 24".301 tee/ 17+75, 56.5' RT R2-1, 40 MPH - Speed Limit New Light Standard INSTALL R3-lb ,WOOD PoST y STA. 95+ NY- WI-6 ;�jM -SL R1-1 —R7-1 2 e INSTAL R3-17 24"v30` -f "BIKG LANE ENDS" STA. 77+TS30+45, 34.5' LT R7-1 - No Parking New Light Standard ® erWOOD ST PN � INSTALL R3-17 24�Y30" "31+80, 45.5' RT Wll-1 i ®e WOOD PoST R 7-1 / R7-1 - No Parking New Light Standard i Po,ttaovAlgn a ". o" STA. 91+4C .... 33+15, 34.5' IT R2-1, 40 MPH - Speed Limit AUBURN CITY LIMITS _ _ _ BOUNDARY BOULEVAR /� INSTALL R3-1T `.3o" ®- Trailblazer New Light Standard ALGONA CITY LIMITS 65 �o -7TM+t0.n= 47+e5.e'r _ —7e+50.67 iln+oo.00. 'an \ _Rl-1 WOOD POST x I T`T REMOVE EXIST. 2- 1 { R3-96 35+90, 34.5' LT 10- Interurban New Light Standard F 30PH t: 304H FROM PoLC 1 ELOCATC oN N36+90, 45.5' RT _ W30-1 New Light Standard M1-1 R2-1, WI-7 R3-9b Ri-1 R7-1 WI-1R R3-9b J Q WOOD PeST sTA. 30 MPH WI3-1, 9 38+40, 34.5' 41' Q - Interurban Wood - 4 x 4 F11L W 13-I {15 MPH W ® 5TA 80+25 25 MPH (57A. S S9 RS-17 24 Y3�". 18"*IB" aN EwST. wl-1R 41+88, 28.5' LT R3-801M Wood - 4 x 4 INSTALL RS-1T 24"x3o" W000 PAST �.v R7-1 43+63, 28.5' RT R2-1, 30 MPH - Seed Limit K E Y ON 6XIST. POST WI-1R f�y P STA.TS+SO w R13-1, R7-1 - No Parking Wood - 4 x 4 INSTALL, R3-I4 24'130" R7-3 STA. SG+GS 20 MPH tiQ RO _, 45+38, 28.5' IT R7-1 - No Parking Wood - 4 x 4 svEEo Lixir "BIKE I A"E,AHEAD" - 3 REMOVE W 1-I Li, R7 I Jq R7 I J O / SCALE: "=200' W000 PoST INSTALL WI-2L 2 O 47+37, 27.76' RT RI-1 - Stop 2 S r-® R7-1 0 Street S.W. OMLEaa rosrro �/ Q -R7-1 I '" _ - Boundary Boulevard Wood - 4 x 4 orxs,nuE - IOIh Ave. N. j i 61+09, 27' RT R1-1 - Stop Wood - 4 x 4 Q—� --(PORTAL SIGN) - _. . _ e '4 �.120+00. +70. Ix5 9 W Wl-6 63+63, 28.5' LT Good - 4 x 4 STA. IS*25 LAUBURN INSTALL R3-17 24".30„ / II WOOD POST L/ 4- TYPE ]Q BARRICADES 2 O 64+13, 28.5' LT W1-1L Q R7-1 WS 1L R7-1 r w13-1, 15 MPH '� Wi3-1. ....C7. �- Interurban Wood - 4 x 4 WILY —3-TYPE $ BARRICADES 20 MPH , Z 64+90, 27.76' RT R2-1, 30 MPH - Speed Limit Wood - 4 x 4 STA. 1*42 5TA. 13o+20 d 7 INSTALL R3-46 24.5G" _ INSTALL RI- I 30`K3O" ON LUMINAtkii O ; 68+11, 51' RT R/7l\ 1 STA. 77+So •�+ INSTALL Ws-17 24"vS0` REMOVE EX15T. F-1-1I R3-96 FROM PoLE STA,. 128+ 56 d� Galvanized Iron Pipe OD AUBURN WOOD PosT S RELOCATE ON WOOD Pos- INSTALL R3-96 24"*94" 74+41, 33.5' RT W1-7 Wood - 4 x 4's e STA. II2+29 ON EXIST, POST J • 400 A O O STA. 120+h9 Q ' 80+25, 33.5' R7 R7-1 - No Parking Wood - 4 x 4 86+65, 33.5' RT WI-1R 2 - INSTALL Rl-I "SCfr 30" Q—( (AUBURN 400)W13-1, 25 MPH Wood - 4 x 4 CORPORATE � - - STATION ExtST. PosToN orFseT _ - 88+25, 33.5' LT R7-1 - No Parking Wood - 4 x 4 O 97+75, 33.5' LT R2-1, 30 MPH - Speed Limit PARK R7-1 - No Parking Wood - 4 x 4 Q 1 99+43, 33.5' RT - Stop SIGN r _ l 15tb Street S.W. dlaaa�* z - Industry Drive S.W. Wood - 4 x 4 110+53, 24.5' LT -1 - Stop • i TO - Boundary Boulevard ' SIGN FABRICATION SCHEDULE J UX Y- Milwaukee Avenue Wood.. - 4 x 4 110+85, 24.5' RT R2-1, 30 MPH - Speed Limit WOOD POST i SIGN SIGN NAME SIZE QNTY 167 a' . a" NUMBER R3-9b New Light Standard —\ (TRAILBLAZER) W9-7 LANE ENDS MERGE LEFT 30" X30" I EA. Pose W of W4-2 PAVEMENT WIDTH TRANSITION 30"X30" I EA. Z W 112+60, 24.5' IT R7-1 - No Parking Wood - 4 x 4 b } WI3-1 ADVISORY SPEED PLAQUE 15 MPH 18"XIB" 1 EA. [� 116+70, 24.5' RT w1-6 wood - 4 : 4 �•` WI-2L CURVE WARNING SIGN 30"X30" I EA. �- m, n R3-801M LANE USE CONTROL 30"X30" IEA. U) 120+00, 51' RT W1-6 Wood - 4 x a d: R3-9b TWO-WAY LEFT TURN 24"X36" 2 EA. m 120+43, 24.5' IT Milwaukee Avenue O a RI-I STOP 30"X 30" 2 EA. • - loch Avenue North Wood - 4 x 4 '3 R3-16 RESTRICTED-BIKE LANE AHEAD 24"X30" 1 EA. O 121+50, 24.5' RT R7-1 - No Parking wood - 4 x 4 v_ v �. Z R3-17 RESTRICTED-RIGHT LANE-BIKE ONLY 24"X30" II EA. Q 126+70, 24.5' IT R7-1 - No Parkin Q urExugeAx (INTERURBAN) R3-16 RESTRICTED-BIKE LANE ENDS 24" 8 wood - 4 x 4 X30' 2 EA. 4Z TOP OF CURB SIDEWALK WIDTH H � " I I n 127+29, 24.5' RT WI-1L TOP OF ROAD LLP WI3-1, 20 MPH Wood - 4 x 4 128+56, 24.5' RT R7-1 - No Parking Wood - 4 x 4 TEMPORARY - �) P� Q 130+03.5, 44' RT Industry Drive North 3" MIN. ALL AROUND \ IOth Avenue North Wood - 4 x 4 Q in 132+00, 24.5' RT R7-1 - No Parking Wood - 4 x 4 Q gg� •— — SELECT BACKFtLIA MATERIAL 6 0 ST. &W � • 133+75,-24.5' IT Wl-lR WI3-1, 20 MPH Wood - 4 x 4 Q aouxoAler ewo. 135+50, 24.5' RT R7-1 - No Parking Wood - 4 x 4 SINGLE POST SIGN c Ixous7nY IxL ar 1oB N0. I'337.003-811 137+24, 24.5' IT, R2-1, 30 MPH - Speed Limit 8 DESIGNED R DG New Light Standard Q � AW �3-.96 9 ixousrsr on. x. 137+42, 23.76' RT -1 - stop T NOTES: LEGEND Boundary Boulevard ® I. Conform to requirements of the latest edition of the MANUAL on BMBD UNIFORM TRAFFIC CONTROL CNB xILWAU}EE AYE. DEVICES as revised by the City of Auburn. - - Industry Drive S.W. — New Light Standard. DATE Feb. i - Industry Drive North Wood - 4 x 4 — 2. Street name signs shall conform to City of Auburn standards and be paced on the some post — as STOP signs, with cast aluminum, 2-way bracket with set screws. i Sign supported b 4"x 4" Wood Post.lore AYE. n. g pP r 3. Use City of Auburn approved brackets and straps for signs that are attached to street light 9+95, 56.5' RT R3- Ri ht New Light Standard © atondards. 32 114+33, 24.5' RT R7-1 - No Parking Wood - 4 x 4 oeLenr AYE. 4. All uisting signs not noted above, and those that are not to be relocated, shall be salvaged and re-turned to the City of Auburn. S4.6 Rr Ra-eol H Wood - 4 �` H - /f /I g I (METRO) S. for aerie ON MA references and standard sign layout details, ass -1 A�XINOTON STATE SIGN eF 4 4 almn g 12+ 5�.5• RT R0-601 % U✓osd - 4 ^ `� FABRICATION MANUAL. ' z S5 ST{Z. 301 SMCT- 3-4 CF 4(0 ww ^ �. STA. G4•G] I °k ST.a.. r.&.28 BEGIN 2-WAY LEFT TURN LANE It2Y1010112 - 4 12' 12' 5' R0. w00RIR110Nl"N In - + -- - - --+ 6. STA. G7+2B 20, So .,n. ..,Y - — Q n rowso, rq. INSTALL W4-2 50.30 In .r-z r 13+54.10 ISih ST SW r' OI ~ onoa�n.o 4054.10o, "o" BT Ik' INSTALL SSW EDGE LINE W� BUTTONS REFLECTo0.5 STA GT+oo To sTA.74+14• �. I— INSTALL SSW LANE LINE 9 DSY TYPEZT !lt N REFLECTORS FOR WESTBOUND ONLY 50' F Ill JW W +e, 'It�/ 15th STREET S.W. z U W 4" FAINTED QY YELLOW STRIPES F D 50 Q - � � � INSTALL RI-I �P�W �dj a+t t� • 50UMOARY BLVD, J SOV30 " ' a -o INSTALL 24" STOP LINE 00 Si'- - 1"�^� 50. n REMOVE EXIST, INSTALL SSW EDGELINE r+ a CROSSWALK W/BUTTON5 { REFLECTo KS To MATCH STOP LINE tXIST. EDGELINE 14, wl-aso a o ONLY T. - — _LJ } 120.00, IOth Ave. N.Irk O C REMOVE EXIST. SBY i. INSTALL J 22' S ❑ ; 20� PSY DUTT.�R.EFL, 150` IN = DSY TYPES •• }+ °° m ADVANCE of P.C. To Y o . REFLECTORS •. o < rn o �� • rn STA. T4+14.87 � STA. G3.B0 TO STA.TA+Iq.a, - 10th AVE. N. zo' rt P.T. INSTALL SBW LANE LINE COWLY W FOR. EASTBOUND ONLY W Typical Marking continuous for full length of street. ss' n' If II' II' ss' Sta121+78% to Sto. t75.4o t �, >ztvo.A�r10 BOUNDARY BLVD. WI-6 J ° STA. GB•78 cc _O INSTALL W4-2. 5ox30 �• O ig LANE ENDS MERGE LFFT _ 0 S • H 3ea.-Type X Barricades to + W 92 - r = < 0 W �1N0 Al 0 F Vt O W oLo. Z STOP LINE 1 «s « e Z 1 s o CROSSWALK 0 95 F N _? ED4ELWE N 50 O Q 3 STA. „+15 EXIST. EDGELINE BOUNDARY BOULEVARD N 4 J Sidewalk AN O ENP PLANTED BIKE n w Z 40' LANE LINE T _ 25' IT 1 ❑ 0 0 LL a o a 0 0 0 0 0 0 0 a 0 0 0 0 D o 0 0 0 00 0 0 0 0 00 o o o 0 00 o o o 0 00 o 0 0 o o ❑ O 78.5087, Boundary Blvd. lo' lo' to' T I10.00, Mllwaukee Ave. --_ • • • • • • • e • ■• • • • •_•_• • ■ • e • • • • • • ■e • • • e • • • • • • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • Q Z • ■ '�'i • • • — • • • • s • • • • • • • • • • • • • • • • • • • • �• • • • • • • • • • • • • • • • • • • • • • • • I� • • • • • • • ■ • • • • • • • • • • • • • • • O 74+40.87,, Boundary Blvd a ❑ 0 0 0 0 0 0 0 ❑ 00 e o ❑ o 0 0 o a ❑ o 0 0 0 o O o 0 0 0 0 0 - "❑ o 0 0 < o ❑ o 0 0 0 0 ❑ o o c o • - — N ul _ - V J in F N i _ Oo W a me Sidewalk S id ewa Z T TA. I Si A5 STA. 7�.00 \_W1_7 - - STA.79+30 INSTALL Rr3-l!e 24"x30" 50 of Wool) POSTof Z Q CROSSWALK 15 TN ST. 5. W. 11;�D,w MM� o Y ou� —CROSSWALK W W loo' 30 - STOP LINE _ c asr YTYPICAL INTCR.SIRCTION CRANNELIZATION U) I ON Y ONLY FOR INTERSECTION @. BOUWDAIP-Y BLVD. : INDUSTRY DfL Q INCLUDING BIKE MAR-K%til 20 NOTES GD 33_ PAVEMENT MARKING LEGEND 0 • r,a�I r 1. Crosswalk Line shall be li-el thermoplastic strip. L ■ Double Yellow RefbUor, Type No. 2d ONLY 2. stop Lines shall N 24' wide thermoplastic strips. 20. ❑ Single Wnge Reflector, Type rya. 2e • ONLY So' 5.5 1i 12' ss 3: Both face and top of curb shall As marked yellow • Yellow Button, Type No. l A A e _ in the tailoring situe liens le rNtrict — e parking. DSY TYPES I l o White Button, Type No. V • A. From each curb PCR to 20' ►eyoM cafe PCR. REFLECTORS Fr N I I PLANAN (Refer to Washington Stole Transportation Dept Standards Below) all - PL - -_1_ B. 15' each aide of fire hydrants. STANDARD PLAN H- 3 Q doe 11G 1-357-003-Stl .. n..u. ST . 48.91 4. Construction shall eonbtm to fb latest sdl lion GS, I 0[010Nm RDG END 4" PAINTED of the Manual on Unl form Traffic Con/r01 Devices.o. S kKE LINE- T 5. See sheet 32 for street signing. DRANK JHD/ECM 0 0 feO10N a-s 6. Bicycle Path shall be designated with a continuous 4" wide I COW' of- TYPE 2 pis white line. "BIKE ONLY" designation .Shall be - CN[CRFD sfnlorv'A'A S" t.u. painted onto pavement. DATE FEBRUARY 1983 TYPE 1 PRISMATIC REFLECTIVE FIACE COLORS / T • ze .RE .nd red T. BIKE LANE PAVEMENT MARKING LOeAT10NS AD.IACENT IItsI ., • I".. ...r.11o. STA. 48+25 TO StKE LANE SIGNS Al SFIOWN ON SIC,NINb PLAN 65 e .uo..... . ."I INSTALL PAVEMENT 1 - ARROWS { ONLY 8 AD STRY DR N SKA L BE AT I2TO• FOOT INTER AI.Al N / 33 LAW Qa, 1 OF 44 ua" 8'S 5-m. -501 SkT• 35 of 44, n I ■� NM NWRIMMIDATE 9f 3 171- I4o LOT 36 = 4 - TYPE 71Z BARRICADES LOT 37 I A3 ' A6.ANl• <MY,d SINGLE BROKEN WHITE LINE \ CROSSWALK SINGLE SOLID WHITE LINE SINGLE BROKEN WHITE LINE STA. f4+98 TO STA. 34+ fB 7STA. 35+N TO STA.35+95 STA 35+f4 TOSTA.30+47 I 3 r 6 7%' SIDEWALK ' 'n 0 0 0 0 00 0 0 0 00 0 0 0 0 00 o o 0 o 0 0 o 0 o 0 o ❑ 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 00 0 0 o o o ❑ 0 0 0 o o ❑ 0 0 0 0 0 1 7 "I �—x 2� 7' I 34.62.49 16IN 9T. 9W ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Z00 0 0 I (vim 34 100.06At� ..USTIIT OX.9W 35 e5 J 36 3T !6 /51hST. SW — 0 2050' LANDSCAPED MED/AN� �LANOSCAPED MEDIAN 3 1 /5' 25' 000000 000 000 0 oo 00 0 0 o O o 0 0 0 0 ❑ 0 0 0 0 0 — ❑ oI 0 0 0 0 ❑ o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 o O c o 0 0 0 to, to, I1 I 7Ys' SIDEWALK f / o / SINGLE BROKEN WHITE LINE 6 3 6 SINGLE BROKEN WHITE LINE ' 5TA. 17f 72 TO STA. 34409 I ❑ —h STA.35+07 TO STA.3®+40 o IW1 SEE SHEET 30 FOR 1� e 0. 0 STREET LIGHTING CONDUIT �PU4ET POWER R/W y F. 0 • 0 STOP BAR W 0 •• 0 N �i 0 LOT 22 L E6END : y LOT 23 •1• I —Instoll 3" Electrical Conduit for future street signafization. p = 2 —Install 2" Electrical Conduit for proposed street signafization. g 3 —Instal/ 2" Electrical Conduit for future Street signalization. 4 —Install . f" Electrical Conduit for Loop Leads w/2 ea. twisted pair wire. C3 A _ —Install 1" Electrical Conduit for Loop Lead-ins wl3ea. Cond. Shield Wire. W 4 W RW G — Install Concrete Junction Box, Design "A", 17" x 02" per W.5.D4T J-11. _ • 7 —Instal/ Concrete Junction Box, Design "C, 30" x 42" per W.5.04T. J- f t z /INDUCTION ADRoov` B — Install G'x 50' Loops w/2 - 4-2 number of turns. W �I 9 —Install 6' x 6' Loop w12- 4 - 2 number of turns. f — Ins tail new Signal Heads to match existing. For signclzation to North. 1 — Install 1" Electrical Conduit for Push Buttons. Z NEW SUPPORT POLE 11' !Y 11' f1' 1 O WITH POLE MOUNTED — Install 3" Electrical Conduit for Loop Lead-ins and Push Buttons. z CONTROLLER 2 - TYPE' 31l BARRICADES y 2 - SINGLE BROKEN WHITE LINES 3 STA. 3+00 TO SrA. f3+05 6 91 A .A "6 7 CROSSWALK (ryp.) LOT 31 Z 5 PEDES rRIA/y PUSHBUTTON 2-5INGLE BROKEN WHITE LINES SrA. f4 +03 TO STA. f4+98 TYPICAL LOOPOESIGN FOR EASTBOUND f STOP BAR (Typ.) APPAOACN USING ♦'4' QUADA4POLE INDUCTION 7 SINGLE SOLID WHITE LINE LOOPS c 4 SrA. f4+03 TO STA. 14+84 N - - -- SINGLE BROKEN WH/rE LINE 71/9 SIDEWALK s' SIDEWALK 4 G 4 STA. f4+98 r0 STA. 34+1B Q _ 6 4 6 zN � 00 O 7 % ' SIDEWALK '^ 0 0 0 0 00 o 0 0 0 0 o 0 0 0 0 00 to, f0' 5' 0 0 0 �0 45' 0 0 0 0 0 O o 0 0 0 ❑ N to 9 too 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ - ❑ O O o 0 0 ❑ 0 0 0 00 ❑ 0 0 0 0 0 ❑0 0 0 0 0 0 0 0 0 0 0 0 ❑ o 0 0 0 ❑ o 0 0 0 0 0 0 � Z.. • Q o• 4s G4' Q Q t f o 0 0 0 0 k�4s�j 0 0 0 0 0 0 0 0 0 0 ❑ Z J n� _� 20 LL LANDSCAPED MED/AN ia.l4.io I56619i 6W � =10.00.00, 9T.9W 13 15/h ST. SW m� _ 2 (d 50 _ - �? _ 151h $T$ _ LANDSCAPED MEDIAN iy O 2050, 1 LANDSCAPED MEDIAN N STREET LlGNr1AI6 CONDUIT • (SEE SHEET 30) -' W ❑ 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 PT 5 i 3 h-P /5' ) 25' r .) • Z --Fj a ❑ o 0 0 0 0 ❑ 0 0 0 0 0 ❑ o 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 O 0 0 0 0 0 0 0 ❑ o 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 TT ❑ 0 0 0 0 0 ❑ o 0 0 0 0 ❑ 0 0 0 0 o U • i (ryo) V 0 o 0 0 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ 0 0 0 0 0 ❑ o 0 0 0 0 0 0 0 F— BO"O. C. w Bo' _ 5 @ BO' D.C. Y ' / EWAL O 7%s' SIDEWALK 7Ve' S/DEWALK PT- 18+06 •�• PROPOSED STREET LIGHT - PC- 1B+00 SINGLE SOLID WHITE LINE f 1 (SEE SHEET SO) STA, 12+24 TO STA. 13+05 R/AN • 0 2 - S/NGLE BROKEN WHITE LINES SINGLE BROKEN WHITE LINE RELOCATED PEWS0 5 NEW SUPPORT POLE FOR STA. 13+97 TO STA. 17+72 STA. 17+72 TO STA. 34+09 PU5H BUrrON r0 BACK 0 •• 0 OF SIDEWALK 0 •• o G TRAFFIC 514NALS AND m o •• 0 PEDESTRIAN PUSH BUTTON. SEE LOOPDOSIGN ON r • O ^,1 Q WEST APPAOACW. '� _� •• ❑VI\`� 3 - 4-6 QUADRAPOLS INDUCTION JOB me 1-357-003-811 LOT 4 ` •• n LOOPS !PACED ON /o0'CENrEAS LOT 28 DQI•Illm RDG Hw OIIJNYN A W ST,k. 10.4t5 To SrA, 13*04 "' • SEE APPENDIX OF SPECIFICATIONS COW. 1 0 • I FOR LAN OF EXl5TING FACILITIES {NSTgI..L SSW FOR RIG NT TV R.1.1 LghlE I 0 • 4 1 CN[CI� / 0 • 0 - DATE FEBRUARY 1983 0 • O 0 : 0 NOTES :/. See Notes on Sheet 33 2. All Condwts shall be r191d hot-dipped 34 3 galvanized Steel. R/W R/W C .5' 11' ,5' Of 44 M1[[Tf 56 -vm sot -AKT. 1" or 4fo 111211,111119118 110. BpOBN1aNImm By ILO, IIIN IVE. N. (11.I IIIN AVCM, 110,=AVE,A. 11BO„nl r �Mo•w•II / ! '•' 1rr1 Ir11.Ir 1011r AVE.N. 6 • tl.Or w,e Aye M. jKMWINUG —F NKEN <fViY/orvl /Y< ufV Jr, f E•ttiOr IOTA IV[. N. La.•{ --T, 11.0. tier IVE. N. L14Ar 11n AVE N. 1P.0,4e AVE.N, MET Grr M I. 1 E. (SEE TABLE) 1fl LEIlfE TMLE)CHrAGJAVE woof., zitcaxc !-D.r AT71. b_ - � a"CRUSHED NOOK lUIfACE , . '/ .. - _ . . tl E I _ _ _ _ _ _ _ _ _ _yY_ _ , ;P3N Ct Q/r S —f.4• n{T2. ' '. . . _ . r . t:h - . 'i IY rI IAIO• Izre.M- CNsxto stoet c34^C[Y[NT COXCNETE3.PrIli.AVE.N. CLA1! ! (11/P)4.IIIn AVE.X. ED.•((Tl2 I01n AVE.N.Lpre AVIIL 123.91.ME.N. ''.. L :';1 1, VA 1•r ., p • � : rya aM r.-,.n L "� [ SHIN .,Nar- �v MriM r,rv} wa,s ;O,'•y Jy e : ry r INVENT ELEVATOR TNIL '•tANKNUNrar T MATCH Metal INDAD �• S [ ( I •t ti LncATXN1 IrcsTrtAN oowxatKAN I �� ' :s ""' Y. . t 111N AR.N. t1.6a ann P % /' L , r s..r,,. R�I I I • r ........ . Ave x, v.o v.tA e e a.... Fill. n " OaAla Ir 1 N H n IS' " / CHAIN LINK FENCE TYPE A !} •A0623, 41 Io' /11h AVE. N, - ALGONA NOTE: _ Tnlu.•IM1.reA...a .AIL (101h B 91h AVE. N, 9111"erll]M blywa W or / END,CORNER N V0.L MT RRACE LINE MIS Similar) o ROLL FORMED SECTIONS 0 NDTES HAMMERHEAD CUL—DE—SAC m LIKE A'r � / w.rr NAIL s Tar RRL uxE a eRAtt rosr Erq LAlR•w PMr GATE Msr ` � I[aeran ,."r...er r roow, [w.,c.a'm..••.• e.••rr., _ O[x[Nrtl NOTFf: ' V. n-cuuw PULL rOR,IEO ROIRu H-COLIrI NDu FaIwCD Npw Nall FaINND Rd[q M,wN Y r wa ar Io r�v..n.•w.a,wn• -,Na— e.[nra I. C...1. Nu •IwM•bM MNR.'.wl.wars. E, '4 Me 10 AIR, 10 I. wr Fa Jul rD. Fa 2. Cm[r•M e.N M.0 MI M M1rw.B. ,p. Iy'°r"m, Sr,. �mI Sr,, M1 fY r.,w. �a. Sw. ��°,I 3•[, ti N. �,. ,w M ' IY fu. n,,. 1`!a[, iq v brbn 4�mr..� +MI r pa,ae ..�•� err I.nn N nn r.,r 1. CIIr Will farMAN•rAM•pla,wrAA[ fral N aNNaa. wa.r M1r- ti- .u— PNnw narw Ir.r w. tia, In[rr ti,M, kr, Prr .nr„ INr,w „K,,, I—w WI wen " 1.fN r•A•r1YM9 M•)ACIy IM"S' PpM., OFNH.'. wry differ I SNI N L]5 I Vx 23 114 E3 I".I 72 !N E ltl ]I/L Vx SM ]Vx M iT INV. b�ub ,Isw rn,m furl NP to w+NJ n +pq w bf NAw,N•I a. R By ..1N1. Afa.Nrd•YR. AVVvN r, -1 .rrerrw sat pnrnrly rn r r- IK a. Tn•N M1EIba,YRWIN .q MIFUAE wawwM,• .Ra .0 Par.wM,ro.M wu ]� b ,M tunMcllr sf,M wAMwM1. TC� MONUMENTATION DETAIL CHAINLINK FENCE RELOCATION DETAILwarba- y �E a .ONCReTE WALK 10 fSE WHERE pRIVE.WAY EXCE`-vs " O w )LvKt=QED TO MATCH i(p' IN Wlo'IVI A.5/8Y EXP- �,LO'PF_ OF DRIVEWAY JOINT SHALL 5E PLACED I - L014t,1TUDINAILY ALONCI -1 ,,` T ?S. c OR SYMMETRICALLY I)CO►IC-CLASS 5[11%) 5 SACKS JWHERE 71/2 UTILITY STRIP E)CISTS, 6i� T lL T. MAX.INTERVALs CEMENT PER CII.YD. AND MAX. DRIVEWAY AND 51V1=WALK SHALL P E W F FULL DEPCII) AC-.C,REGATr_ SIZE I'Az" WITR PLA(fEv Ave P`C TFIE _ s°Ip AIR ENTRAINMENT_— =ED 2)INSPEGTION REQUIRED S6Foll ui 'q PLACI NCa COACfCETV - 3),N"ERE DRIVEWAY OPENING, IS TO Ig"_ i DE GoNSTRUGTED IN EXI`-tTIN� WNe[tE SueLRME uN6ulTAaLE CUR61 THE ENTIRE CUKe As DETERMINED 6Y EN61NF ER 3a"EXP JT. . , GUTTER SECTION SHALL 6E ' PULL OEPTIK) ' REMOvpU To THE NEAREST Q A X/ EXI9TIN1G, E%PANSION JOINT Z / ON Ep.c.µ SIDE of THE Z OPEN INC, Al1P KC—PLAG<=T7• / / .¢)ANY UNALITHORIZEC� DEVIATION O CD 3 Ehleo' FROM THfrs maTAILS GVAOWN O sl-IALL e4 CAUSE FOR �..� KEJE_-TtON OF T14e WORK . v O qH q WR a IB" 5)ALL OK SHALL COMPLY J WITH APwA STANDARDS . STANDARD Ill /BA ExQJT• Q Z Try (FULL DEPTH &Nx&� oyoow l W.G• 8"CONCRETE 2�LR. I/ [MINA K_ Il XIGN 2tLc_+IRE DUMMY JOINT 1/141". 11/2' r Io' G OR MATCH EXl6T.All A .. _..... • Jl— • DIMENSION LAF # CUT P IN OFfTX ° - CRUSHED ROCK'AE (11_ Iq = rll— [KMx[IgIJ01NT MAX. MIN. . INnUSTRIAL AND 3 1 , VI SLOPE 005},/ft I R r. a/1' a 1' .� —� —r G GOM PPGTED 6ANK RUN ar, ARTERIALS 45 29L COMMERCIAL DRIVEWAYI �6 x 1 /2 DUMMY JOINT to o.c. • J LOCALC-, 46 29 SECTION TYP.E 'C ' Q L 1 V • I'— a , [ 1 . �C'.l' 60.G Ir If. D._F TH � W n. n 1'- ' lo' - p' O7LP14t•IiION JOINT 3, ... rll r 1 s IF LP36 THAN 101 N NOTE: Tap of curb at driveway. �y - [X4eEXP;.\SlG`1 E%PANSION i I ItAMP AROLINC cuNt NITIMN� FACE DF CUM TYPE W Cult A BUTTE N JOINT \ 1 N 1 "TWO COKII R '_ `�_ W STD. CURB BI GUTTER APWA TYPE tA' SIDEWALK TAPER ouM�MY e M /1 K I— -{ R! r - (� DUMMY S'WANONr. a, ,, R7MMY L)CL1R6 f, GUTTCR TV *!Poulta0 atRRAT1t � O f*Ro1.1 /[AMP Q 1 %PMJfrION \ 4ItAM'Pl WARM aN►NLL HAV►VAMOW IF LATE AO- .."81 FULL EXP.'.F:S ION /•, Z JOINT __�+ __ RN1bH UcINEN 'N% 1 f►NTT621'1 WITNq.tf FRANC, {3 Jo'rNT 6AGK o,-CUR? •)MtR, e' RAMP a DAGK OF 61vcWALK ' 1 . 4)WARNINri aTRIP* TO 15G IN6 G TALLD tell Z U. REBAR B=O"LONG J.A . r p�_�/•.� pOTM OIRlGTION! FRGM INTER/Fr-CT10N O GUTTER LINE--,, CENTERED ON O.B. LOCAL-IN l EK5e I ION � BEM � 7�6 'w 1=0 • CATCH BASK Ntl{ I 6' �.._ VlARICi CL.1 R CURER SLOPt= �d PER Fool SLOPE VA0.1AtLF i I/ I A _ ___ __. a.�n lit MAII G" 1J 106 A �-- _ '�'' IARTERIAL. INTEKSE l /4' MtN. LtP �r =lu • sr CURBR GUTTER - I 1 /i=. 3�< +--� �' ''A � 5.L].St- A6 DETERMINED Z ----------- CATCH BASIN �� . . . A ., .r. - 4t THICKENED EWEAs 18a 6Y ENGINHC.R U • /.� /_ REQUIRE 5Y APWA P VNT I I _ - H ---yD t%r!►.NSfOE•1 MATBR1p� WHCRG - m -- -_ ; ® i �' I DlR6CTED 6Y E�1!1N6.61CL►IlII Oe►TN) 'k O S S1=GTION I I TYPICAL RAMP CROSS SECTION 11 _ NOTES: iDB Na 1357-003-811 I j �>fi !� wy`l 4!(.N 1 .�.`NI I� FLACE CEMENT CONCRETE ON COMPACTED SUITABLE EASEI DpNN(p RDG j I N AS PER SEC. 1S OF APWA AND A6 APPROVED EY THE INSPECTOR• 1 I J' V H ` 2) CONCRETE SHALL 6E 6 SA Iy, WITH Oh" MAX. AC,C�REbATE JHD WITH 5', AIR ENTTL AIN MEND B1/2" SLUMP. DON• �= S) INSPMGTION REQUIRED BEFORE FDURINCs ,FOR FARM AND pip jH/ I2N MAX TO FBMIN. LIP SuEGRADE APPROVAL. 4XPPNSION '1.•X(MIGION N DA/l Ix 4)SIDE WALK SHALL 6E Co THICK THRLL DRIVEWAYS AND CONFORM SECTIONJolt, DIMENSION AT CURD JoINT Tp CITY OF ALJ6uRN 6TANDARD � —'I�— --{ DRIVEWAY DcTAIL. FOR 15th STREET MEDIAN ''� �� ' Rvvry aSf�tTu11E 1� � h � � 15 _ � rcrr/Cp ATau n�tt��AuvFrrizieE �E� L�l�S7�N7 APWA TYPE 'E - l' CURB CURB & GUTTER REINFORCING DETAIL WHEELCHAIR RAMP COMMERCIAL SIDEWALK DETAIL NOT TO SCALE "° [`ALE Q44 .lam 2 85 ST'tc. 301 sMY. �'4Ga PROPROSED EXIST PROPOSED - Nt11t IONt R/W RW £ R/W R/W R/W- f 50 R/W w' so' _ so -_ _ ID'.__ )o _ N0. gtONM►NIIIIMtt tY %HST. PROP y�I IT 22'. II_. r. II _22' It' )3'-_ _ ♦Y.S 22' 22 ` 22.5' IfRai4'aunl �lP-/3 A44 t VARIABLE LIMO B ADE PREPARATION LIMIT OF 9UBORA iF PREMIIATION LIMIT OF SUBGPADE PRE flpTION VARIABLE I-NYS R.Y. FINISHED GRADE _EXISTING GNAI - DESIGN GRADE AT EXISTING GRADES FINISHED GRADE \ �� 2% -EXIST,-EXIST, GRADE IN-S 1111 I � HYI_n 2% VARIES -_ 2 II cllJW.-I _ _ -• _ _ _ _ __ _ il'A .I�111A11 dA N P _ EXISTING GRADE PHI SLOPE FILL FOR =1IIh1 POSITIVE DRAINAGE / ✓LLL. -- -�� \\ \ TO $.D. INLETS / (E%) Y" CL.! ASPHALT CONCRETE (NEW) --- L -- EB.O / 4"THICK CONGiETE SIDEWALK \ / I 2" LL. B ASPXALT CONCRETE (E%) (E%) 2" CL. A ASPHALT CONCRETE (STq.8.O0 TO STA. 15.89 ON NORTH SIDE \ �// / ff - IS STA.3150 TO A.15F89 ON SOUTH SIDE) 9 EX) 2" TOP COURSE CRUSHED SURFACING - - ♦" TXILK LMLRfTE SIOEWq LN BOTX SIOfs. - '� o TYPE X M CUM B GUTTER \ { V (EX) 4"BASE COURSE CRUSHED 9111MACPNI NOTES: \ COMPACTED SMUM,BANKRUN GRAVEL CL.p 1. STREET STREET SECTION TRANSITIONS BETWEEN STA. 15.03 AND 15489 3/ (EX) BANK RUN GRAVEL SEE PLANS FOR MEET CONFIGURATION 4"ASg1ALTTREATEOBASE (NEW) 2. NO SIDEWALKS TO BE CONSTRUCTED BETWEEN STA.4.COANOSaOO ON NORTH SUE. FILL TO EL. 60.0 8 BANK RUN GRAVEL CL, A (NEW)) ]. LANDSCAPED MEDIAN BARRIER MAY OCCUR IN LIEU PAVED CENTER SECTION SEE PLANS FOR LANDSCAPED MEDIAN BARRIER. r 4 4, RRLLCVEL AS NECESSARY TO ACHIEVE 3% SLOPE FOR i1XAL 0V ERLAY. 15th STREET SW STA. 4+00 TO STA. 15+03 0 STREET ,SA � Fa su o EXIST. EXIST PROPOSED R/W 60' SO' R 0' 1 R/IS R/W 50, A. S0 R/W 1 2' ).3 6.6' 16.5, I] I) IB' 1) 1,3' P' 6' 11, IZS' S' 22 _ _ _ Q2' I,I, Go. Vq RIABLE ILIWTOF 9MO11AM PREPARAMON LIMIT OF BLOCKADE PREPARATION MRIABL[ � FINISHED GRADE SELECT ONSITE MATERIALS FROM TRACTS AGING _UCEXISTING GRADE AS DIRECTED MY THE ENGINEER (LANDSCAPED MEDIAN) FINISHED GRADEEXISTING GRADE DESIGN GRADE AT I EXISTING GRADE FINISHED GRADE -� 2% ----VANES �_ VARIES VARIES_ S 2� �_ __ _r\ E%IST.GRADE _ - -\ - - -- / /- - -- EXIST. MEDIAN TO BE REMOVED / J es.� Zs�_i� - \� 2 Iv . .. __ - -- - - II 1`_-,: _III: ARm A - / / V ..� �X 3% 9 -2 \ /yam P r / 7EX) 2"CL.B ASPHALT CONCRETE / TT�\\"TT�\\'" TYPE 'E-I' STD. CURB � _ \ dli. I \ { \ � / 1 / 4" THICK CONCRETE SIDEWALK(NORTH SIDE ONLY) L B AS. P AT CONCRLETE (NEW) ORIGIf4L GRADE IFH \ "_ORIGINAL GRADE -(EX) 2" C E% 2') 2'CL. A ASPHALT CONCRETE L \ - � IE%1 TOP COURSE CRUSHED SURFACING SAWCUT M REMOVE E%11T. _jrPAVEMENT ITYP BOTH SIDES) COMPACTED SUBBASE BANK MIN OR4[L 0..• - ZWSBy�E�__q��J IE%) 4" BASE COURSE CRUSHED SURFACING x0TE5: 4" THICK COXCIIET! SIDEWALK y I. STREET SECTION TRANSITIONS BETWEEN STA. 10.00 AND IBH BANK RUN GRAVEL 6. - TYPE 'A' SIT. CURB R GUTTER W SEE PLAN FOR STREET CONFIGURATION. 4"ASPHALT TREATED BASE (,NEW) 2. Pfl ELEVEL AS NECESSARY TO ACHIEVE 3% SLOPE /OR - - BANK RUN GRAVEL CL. A (NEW) FINAL OVERLAY. S 15th STREET SW STA. 15+89 TO STA. 18+00 BOUNDARY BOULEVARD (WEST OF 0 STREET) a • 'CALFI - HORIA I v RT W. R/W 'u4E AIR P/W f R/W 50, so _ - _ - _ 40' _ _- - - _ _ 40 -_ _ S' W ,9 2)' S' 2' 5.5, 1 2 ).3 6' IB' IY IT' 10� 8' ).3' 2 I �-S.S 1.2' 5 _ - _ - _ Y1 VARIABLE t 1 11 VARIABLE VARIABLE L LIMIT OF IUBGRADE PREPARATION SETWEEX O" STREET AND MILWAUKEE AVE. VARIAB OMIT OF SIIBfiR FRfRARATION LIMIT OF SUB MPREMNATION i S' 22' _ _ _ _ 22' S' DESIGN GRADE AT f BRAE LAZE AS BIKE LANE DESIGN GRADE ATf Z SELECT OX31Tf MgTEMAL3 FROM TRACTS A OR B - �- EXISTING BRADS BETWEEN O p8 DIRECTED BY THE ENGINEER _PINTINED GRADE BETWEEN /- - - - -� -- "B"STREET AND MILWAUKEE AVE. II- FINISHED GRADE /E%ISTING GRADE (LANDSCAPED MEDIAN) - - TYPE 'E-Y STD. CURB EXISTING GRADE /FINISHED GRADE 0"STREET AND MILWAUKEE AVE. Ur ci_/- X �° - _ 1 uDL113 c 31 1 _ _ _ ll- ° T ' M'SM_ ORIGINAL GRADE 2010 .11 IIIIa IYI I11f YIS1111 PIRA OD >�'/u 's 111 \ 1111 ES 1 i. tilA /2 - 7(EX) 2 CL. B ASPHALT CONCRETE (NEW) L CID / SAWCUT E%. PAVEMENT \\h� D / v (E%) 2"CL.p ASPHALT CONCRETE • REMOVE ITYP. BOTX \\ \al_II FI NISXED GRADE EAST OI MILWAUKEE AVE. ` EXIST ql SHOT MYENENT ��'ORIGIXAI GRADE 310[81 1 _ EXIST.MAR �E%UTIMB MADE EAST OF MILWAUKEE AVE. O (EX) 2" TOP COURSE CRUSHED SURFACING \ `=yl 4" THICK CONCRETE SIDEWALK- -3 ASPHALT CONCRETE SURFACE C%RSF (2 LIFTS) TYPE'L STO CURB BE GUTTER MMMi (E%) 4" BASE COURSE CRUSHED SURFACING TYPE'A STD CURB 6 GUTTER A `/ ASPHALT TREATED BASE ' COMPACTED SUBBASE, BANKRUN GRAVEL CL.A Z (E%) BANK RUN GRAVEL 4" THICK CONCRETE SIDEWALK ORIOIXIL GRADE� - 4"ASPHALT TREATED SAY (NEW) COMPACTED SUMAY, BANK RUN GRAVEL, CL. A UNDISTURBED, PRELOAOED SUNIMAOE BANK RUN GRAVEL CL. A (NEW) I 1 NOTE 1. STREET YCTWN TRANSITIONS BETWEEN STA. 28-7.AND STA U 29.62, U. SEE PLAN!TOR STREET CONFIGURATION, 2. PRELEVEL AS NECESSARY TO ACHIEVE 3% SLOPE FOR FINAL OVERLAY. BOUNDARY BOULEVARD (EAST OF 0 STREET) 15th STREET SW STAR 18 + 86 TO STA. 28 +76 IALC 0 LLE: - 1 4.111S.. - 10 xovlZ., 5 vERi. Sc I" 0' 5'Y[KT, V, R/W f 5_2 _ _. 1 50' _ iI '1IR/lj w R/w _ _ , "rIII R/w O 2Y 2T 90 2 -2 ).9 VARIABLE __ __ 5' LIMIT OF SUBGR PREPARATION RACE PREFANITIM IZrL VARIABLE LIMIT OF SUSGRARI PREPARATION VARIABLE / - �OESIGN GRADE ATf -� \ '^ DESIGN GRADE ATf EXISTING MADE FINISHED GRADE EXISTING GRADE U) 2% E �% 33%.� / -fir / \ -- -_-_ _ - - -- - - _ -1PI 11U 2% 3My� `Zed FINHIICO MAR _ �L%U T. GRADE _mnM_yN=PIN. .M' ,p_ "A m3/yl_wNallX?il/I SmILY __ -- _ y1 / E _pHl lEXIST GRAM 'I � % - - W �- -1- - - N ... - f%19TIN0 GR1OE (NEW) 2"CL.B ASPHALT CONCRETE (EX) -" `ORIGINAL GRADE M r SAWCUT E%.PAVEMENT 2"CL.A ASPHALT CMLIMTE (EX)- / ORIGINAL MADE D 6 REMOVE _1 COMPACTED SUBBASE, BANKRUN GRAVEL CL.♦ Al"THICK CONCRETE SIDEWALK - 3"ASPHALT CONCRETE SURFACE COURSE (2 LIFTS) - 2"TOP COURSE CRUSHED SUNN SURFACING (E%I 4" ASPHALT TREATED BASE TYPE 'A' STD. CURB B GUTTER M NOTES: 4"O49E COURSE CPUSXED WRFIICIXO IEXI 4" THICK CONCRETE SIDEWALK ilr/ I. STREET SECTION TRANSITIONS BETWEEN STA. 38b3 AND STA, 37.69. ,NEW) ASPHALT COMPACTED SUBBASE, BANKRUN GRAVEL CL,A E SEE PLANS FOR STREET CONFIGURATION. BANK LT GRAVEL H TREATED BA (4") 'A' 8 OE. O TYPE ' STD. CURB GUTTER -UHDI9TUPBEB, PRELOAOED SUBGRg f. LANDSCAPED MEDIAN MAY PEDOCCURMIX LIEU C PAVED CENTER SECTION. SEE PLANS FOR LANDSCAPED MEDIAN LOCATIONS. - (NEW) 8" BANK RUN GRAVEL CL p 3, PRELEVEL AS NECESSARY TO pCW[VS S%BIgP[ FOR FINAL OVERLAY. 15th STREET SW STA. 29+62 TO STA. 36 +83 INDUSTRY DRIVE SW LL ,L.E 1- . IA xORI. . I . , SEER, O R/W f R/W R/W xoR¢fl s v R/W Q 30, _ z2_ VARIABLE 4,5 2 5' � IQ LIMIT OF SU8O ADE PREPARATION 30 I I 3 15 9 3 22 ]5' 2- S' S' TI LIMIT OF SUBGIAM PREPARATION t - - --- - VARIABLE t� DESIGN GRADE AT f /- - - - - - - - - Z SCLfCT ONSITE MATERIAL FRM TRACTS A OR B AS DIRECTED BY THE ENGINEER TYPE 'E-I' STD. CURB / EXISTING GRADE DESIGN GRADE ATf V E 2% (LANDSCAPED MEDIAN) A 2 _ m ZI w Y 3% / ]% �E%IST GRADE W N �✓ aµ/a _ Y I /NEXIST GflADE - a5% c P%MIN. IIHII I xY� ✓Y O NN -. I / 3 -+ al ll ElN3/ 3lx//i/2 2 Q 31-357-003-811 4I ASPHALT TREATED BASE (MEW) 70MEACTSO RDG 3A' 6" BANK RUN GRAVEL (NEW) ORIGINAL MADE C JHD (E%) 2" CL. a ASPHALT CONCRETE (NEW) SUBBASE, BANK RUN GRAVEL, CL.A I 3"ASPHALT CONCRETE SURFACE COURSE (2 LIFTS) SAWCUT E%IST PAVEMENT 4' THICK CONCRETE SIDEWALK / 4"ABMALT TREATED BASE TYPE 'F STD. CUM B GUTTER C B REMOVE IEXI 2" CL. A ASPHALT CONCRETE SAWCUT EXISTING PAVEMENT AND COMPACTED SUBBASE, BANKRUN GRAVEL, CL. A C � (EX) 2" TOP COURSE CRUSHED SURFACING REMOVE AS 4"THICK CONCRETE SIDEWALK NOTES: IEXI 4" SAM COURSE CRUSHED SURFACING REDUIRED UNDISTURBED, Pfl ELOADED 9UBBRgOE MttFEBRUARY1983 1. SEE STREET SECTION DETAIL BETWEEN STA. 29462 AND 36d3 (EX) BANK FUN GRAVEL CL. A TYPE'p' STD.CURB B GUTTER FOR SECTION DETAIL OF PAVED CENTER SECTION TO BE CONSTRUCTED FROM STA. 38.31 TO STA.38488. 2. PRELEVEL AS NECESSARY TO ACHIEVE 3% !LOPE FOR FINAL OVERLAY. 38 15th STREET SW STA. 37+69 TO STA. 38+ 25 INDUSTRY DR. N., MILWAUKEE AVE., a 10th AVENUE N. SCALE 1 10 Ho31 , 1 . 5 VERT a 44 smm S5 sTF. 30( SHT. 3(0 0v, 1.(e RErnloNt MANHOLE IMNO IS COVEII UNIT"P GRATE _ ; €GRATE •• ' SE B B ATE seats•o. al.zos`i.e z'"ea Fla.. sMu•005 Sp...eilwMly 'p• oM.unP E•p ne[eiNnpo If/ff INORCIND0_79 mo DETAIL q. i CAST IRON INLET xon-Ce..°•.• z / \\ FRAME B GRATE I I' 8" ( son. . Noll Per APWA Sid. 'I \ :.. . .. S Y as. _i Plan ♦9 r 'I V FIe. * - 0.7e' for 4e',; did, C.B. __— — - :c lvra ,n. i,03' for 54 die. C.B. 1 �1V 2 RIME 81-COVER L ATIO FRAME a GRATE LOCATION f RAME 8s GRATE L4CAQQ NOTE All steel parr• 1 b be galvanized and aspnalf coated. e \ / ur WMCRW Medical t er D.n.r) allele, IN STD. CURB 5 GUTTER \� �� pLT TYPICAL DEBRIS BARRIER so Pow-• o; 4 STD MH W/OFFSET TOP TYPE II CATCH BASIN : P :•;o„ •.., iy:ea, ELANwe 1 - e y ,pW. •I OFFSET FRAME A GRATE OR COVER. i t; % INSTALL LADDER DIRECTLY aN0[R. TYPE]E e.s. • "O 'FT O Plaster Inside Facing �EapMMpp��TEE Tlpic.IDNri. Earlier M e1ol From, HCover— with Grout I/2•• Tn,u CAST IRON INLET FRAME O GRATE UNIT°Po PRECAST COVERIM• 4Ta ♦.z su du.0 m • •near. eo 6, 5 `, •, per APWA Sid Pion 42 Per APWA Sid.Pion 49 Ides, Sld. Plan 56 y .• ; Mn • bppr •0 _ Pin UNIT "S"E%TENSION -O - APWA Sid. Plan 56 - v 1 r ,, •,i. 3/4"0 Safety Steps a Min.,20" Ma. 6-1 or 12" as re4ulnd "�m - t• RTn MIR.r s • � •+, N I do- ECcol Cone .I:.: 24" Cown, I ' Eyrt�T '• 1pILR se" 54" or 72° } PE[ ' PIPE a" it°' Precost McMcle ----- _-- (as indicated) E, w y Q W Sec twos f51e Sec. .--2 -6- •• •' RUBBER GASKET Cost lronlnlet 63-2.07 2 i Frame a Grate Per APVN 51d.PIan49 Rubber Gosket >� PRECAST MANHOLE JOINTS (TYP.) 1 I i Joint (Ty4 SECTION 'oi Tap UNIT _ _ •a ( STD. SEC. 63- OUTLET PIPE - o T 2"Min. • 2.07) MAXIMUM PIPE SIZE _ lukrt s h-10" - ounEi • INLET 2 MAY BE LIMITED BY - y mob.. I s ? r T wo N �.! PIPE CONFIGURATION -{}— - 1^•.: S :. � :':' ..:. . . t. r ::`s, ::•-i`r• I I \`GROUT (TYP,) I ELEVATION s SECTION PRECAST MANHOLE E °J N I E 1 A pI M el"' E. M I .f%R % I p.net pip• F�.t Recast Manhole O TleO a a �I E. Me. I TI Te et" 2T• pA! et It !!e' IZ BASE SECTION a- QIeA![Base Sephen -N (STD SEC 8! - YM Ro. t et i.Te • !• .e a ____ _uxn(Sid S ection2.074) -m w ♦ t e• IY ae �ulO s e 2.O7A) 'i0 'o m NOTES: L All •1YI DMM Mrp Y •I W NNMI tNIN (Trashiness' or better) It . - E. C.S. ill I N.e YN AN Add tn.•.N r.0 me WnM. Ne . from. --a cover III a� $ = 46 ,54 ,or 72 as 4 4 N MII., NN of MNI., a•IMI Mar WII N d Mo.IW W1 Mate M,wlcn I R ii I � I.Iry e`Min. \ Indicated On plans. bP of .ask ll 1.' y L so MIN No.to .Mll NN from. old cove a,MO Inlet•me al •Mu 0 Mile, Y u Y E W STORM DRAIN MANHOLE CATCH BASIN TYPE II CATCH BASIN TYPE I OIL POLLUTION CONTROL DEVICE SECONDARY DEBRIS BARRIER o eta. NO SCALE NO SCALE Q N S W W NOTE: All storm drain stubs from Catch Basins or Storm Drain Manholes z to lots behind sidewalk shall be a minimum of 5 linear feet of z 12" diameter pill pipe at a minimum slope of 0.20 %. z Q ' ~ 0 zHE N z oQ c� J • O Q U) L J LL 51 Fz o Q r W I r ' I Erg 4,BIInd Flange as Dam - �• C I P 'ee Cl 20 L R Z 4 One !Froth of Cssi Iron -r e N Pipe(Class 2C) to solid II. bear,ng when soon LL Q Union s more n 4' ' ', - ia. r•°.n.d °I ell .i.• to (0 I ,.gr.. .nnanan. I L Col. °I°• - a r M l5 Monn.l. Pin. a Co.. s o . S et IAPwA Sm. Pion 4e1 L a. V' C L!f••note Lod-bock Trench L • /�yy Fie.'He Jost _ m r o/ P ee one l _ O LL Sidefill ) '�V i6�' Notes- - Z 0 : r '¢ E C,IP— I Material n 1 ir, ) Y v Bookflll with) C120 PLAN ISo.Note)' , : k+. 1. Provide uniform wpport under Darrel. LL PMa., mad. Pwin, compacted material ` I I• ' -__• - -I- 2. Hand tamp under haunches. grnn c.N, Vz' in.v as directed by S 2"p 4" P.....r. I...Me ae• — Bedding k �� • )rr I 3. Compact bedding material to 95% mac. Engineer '• O Material,Type 1. r ) � '' s. , C density except directly over pipe, hand O �y°• Etsa,.r,o Co.. z•" o loin 6-Min—I III Eepo.ed portion •y E.. shall be I z Ri9id. + r +y tamp only. • Ey ° • of Painted T..fnc ran°. o•p,n .f • , ,/ 4, Make surface of bedding level,or slope Q Q •No!ding Spool See �i aid• .••a °hall b• p.lnt•d clot. \ w Octal A for Pre-assembl _ as . ra°. of poll rail,,the •1..er _ �:•Rs,F �- up away from pipe. Z Rubber coach 1. 1 IT,gl y - - II ' I It-- - 1 +,\+ �"•- �.• v`� B 5. Se• Sec. 61- 3.01 of the sidcificationsfor \ \ W I i / } e" L O s Guae• ,alr. . s + \'.\� tnnah width'W'and trenching elpione. \ `• 'lam Alternate laid-back trench Q J io be proved, • Falb unn .i , z',o. !' Da nor an°eh 1a pea 1• Foundation ` \ + \ The plpe zone will be the actual trench Q /x". 4 om. R..a.- mar.wN1. z - f 1 \\ \.� `+`. `\ `+ \\ \ width. Bedding 6° Nof¢5' \Concrete ClC15(1/ )Block / Leveler + able Plywood corer - Me. - Mate pal Type2 \ .� Poured rn Place if Mark Top Of Curb Win 4•Leper S --- - I. Provide uniform support antler Darrel. Z Sell a• P.e.�ded - 6. See Sec. 61-2 of the specifications for f!e.ible pipe.See Far Loco Manl,al• to : 3/4 Safety Step. kroresam MAU Sa*tdy S,da - • g g 2.03 \ 2. Work bedding under haunches. U• ' batltlin gradation. Sec.61- • ' e• Melville au, Cl P90`Bend� - Sewer Loeaffi•N Teals a I..mum!an C1 20 - J '"'w" LT° ' Z Sidefill material shall conform to Sea for qr etlotiono. 3. See Sec. 61- 3.01 for trench widthW' m I. o.m. R.•a.. YPluel Manlak Fouroatlwl Construction ^ s" -- Dimension Class B 61-6, Backflll, except that racks or and trenching options. hM. w,..r e o o cona.uar.n ,. oa,• 4a" - � lumps larger than I'per foot N pipe O.D.� D manna per Arms Rm.l pull pip• nh,nri slop• • io% A 4'min.27."ondsr diameter shall not be used. Q '� 'dech Joint Gosket� --- As _. Tire. 6..w sine s.NMw beaIdo C...nt Collar and { +,, - - 6min,over27°I-D. Foundation Dom[ IONYIaEo-357-RDG BH s)4' par Pam Rubber clever {',J sn°tn .Ira m z • r y� , jr ] Pipe- _ f�5nc rip I^ed �r seemed .�a , e pl B V2 O.D. la p g �o •..lo° DRAWN JHD 1 M«coned Mech Joint e I (,` I/20.D. \ A COMP. �011Ower ELEVATION CHECKED r(dW ca,npaud Gross I s.,p rl L At ipcOf .r. . .m. .>s r can ads be metaled a... ,r on DATE Fe . I 983 11' min.) fly, pip. er M.nn.le Cetal A 91erN Orin a1 a t% •lop. Anhui leftist by grill, I.e. lean A and 1aeamne G.awl ae •'-L^-h Joint .r S� p-or Jmnt C P may be used A ci.vane. I.toN pl.... ...v..... .bell In..N i.pte .` otr.rr.a s1 m• E.gma, assem Wed �n the trench .l wle. 1% •lap i• .r.M a" I....nt. .... .Iii e.el. .,• nrn ndom.r 1 t% is SANITARY SEWER CAST IRON COMMON SIDE SEWER BEDDING FOR RIGID PIPE IN TRENCHES TYPE 'F' BEDDING FOR FLEXIBLE PIPE IN TRENCHES 37 PRECAST CONCRETE MANHOLE DROP CONNECTION WITH MARKER . POST x0 SCALE 8 ol 4 ENcm 85 sTF . aol SHT. 3-7 of: ¢` _ REVISION/ Na wECNImoN(oAtt BY AREA � vv�s.w: .ex a• .q. OOD � 5�4 M.V� 0. NYDKANT nll�-\tt"= hln,° ,_ �lllllc 1\l ll =l\\ � t \I IU � lllt- \\\1= i t. n l-e! O n G•ONGRETE }1..00•IC A .. ' will O a CONSTRUCT Cn"CONCRETE SLAE5,LIF TO 2 A 4 +:k, coSle: t"-70 EACH WAY FROM HYDRANT, lFt FIYDRP.NT Is - SET 6EHIND 610EWALK OR ELSEWHERE FINISH PAVEMENT + UUU e\ N (AWWA "G• GOO 77) CURB 4 Gu7tE12 _ OF PIPE LIaED Face of curb _ Ill I s '- <• _ ._, - - TWCt15TTO -rERMPNE SIZE o IIST ESLacK E1 G.2S' '' IIl1L_•__J CAST IRAN VALVE BOX =1st = \_'I =(-� s -- ---- - __- -_ Edge of Existing Pavement- - I111> I b _ m �10 MlL PLASTIC SHEETING. Co" GATE VALVE NOTES M �'.rr' OVER GRAVEL I.E'LG'GK HCIGHT'SHALL 6G EQI�AL OR 2.6tG1.=K GILG 1 '•6EP ON 226 ll _ Go P.L. I CAST IKON TEE• LWl THAN On1E-HAl-F Or-Ill 7ptPTH Te6T pILE66URIC . W � Q PAID VNDest SEPARATE i ��p 8' Flex Coupling d'; - -11 PAY 'rill FROM GPAIND 6aIRPKL TO 6lDCK' e�r0e.• As Required 5= I'll '�'o o� •• •�' ( l \ Ftm l ESEA.RINb AREA OF 6LOCaC 1% GQJAR6 FEET s " * ~ SIZE TEES �. 10e 46' 22 2e 11 4w ,r°r 'b••"4y e �-#• , (INCHE67 f1fE ENDS eEHD 6ENG 6GND 6EN0 Remove existing pipe as required. e e fs� •° - Install Flex Coupling and 8" MJ 12 B.V "." MEGH•JT FLANGE JOINT SHACKLE ERODS 10100 Pi 60K". pEA}CING 6TICENCiTH Tee with temporary Blocking and °'bf•• ° " GONG. $LOC}�� IZ'x 12".4„ _ permanent Thrust Block. Shackle __ Edge of Existing Pavement MECHANICAL JOINT s I •G 2• 1 •g •O .O Crum rrtmtmgc- 4.0 Z.Z I• 1.0 �sEssiv -le. '/A e PAYMENT LIMIT 4 2.8 - P• WA6HED GRAVEL. STD. G'• F H. A55Y. C. 6..4 4.0 Z. `•� i•2 New 12" B W M. ••gypp GG 8 .8 .O .7 -5 2.3 Ste 26.67 NOI I J • O17.7 76.0 16.6 6•41 '--12' x12". B" Tee(MJxMJx FL), 8'GV(FLx MJ) 44• 12 25.43Sf .00 .eS 10.0 O 8" 90° Bend (MJ.MJ) INSID GIT`C IT'- \T AREA WHIN FIREDISTRICT No, Shackle between valve and E fitting. HYDRANTS To Tk NAVE 2-21/2" N.6.T• HOSE PORT fr 1 -41/2"N.S.T 14 6.4•.Ice +E 'W.O• 26.5* 1 7.O L�f 15tn Street Bw PLIMPEFZ PORT. (NATIONAL STANDARD THREAD 16 45.1Z* Goa• * - 17.7 6.9 pSF SOIL RIMG STRENGTH existing new main under Z500 5 ; 11 M. V. O. FIRE HYDRANT ASSEMBLY s l c 0 11 .0 1.0 eaiating 8" B W.M. N 1.6 1.0 I.o 1.0 N 2°9eEHIVE- STRAINER CURb _` ROAo 8 2.5 4 3 5 1 :8 .0 811 WET CONNECTION DETAIL - 15th STREET SW y5 2"OPEN MTeKN,RETUKN BEND 1 7. 1 10.0 S.A. ` {{yy n 12- I . l 7.5 AI .O J VS u IT I 14 (5.8 19.re Bill 5.4 Ygto►'Or'M�d cry2 `ALV.IROH PIPL` FIELD LOCATE �" I IG, IB. ( 26k6 IB.8 -7. l 3•G x VAu,_T-' t o C u .{ tU'MAnIM4M $EARINGI AREA 5,ILLOWED V& �1 19 W/ V-I{ 14OLF- IN O wALV. 3 No ¢� 25 SO. FT. BEARING+ AREA MAY gE H W/ t:, E Ni IN ON E(ORILL£D� be required Coupling Contractorexisilgsnail writ r to t 4LD6E NIPPLE 6EfWN. 27.5'ON 44'GTY RDAD REDUCED BY L1 PI_ TIE KODra I it ST- O os requiretl m of existing facilities ides prior to � i2AlNEl7 JOINT PIPE OR CONDUCTING ISca le:Remove a construction of connection. lu 2290N 34'GITY ROAD} 1, ul` 5'i w SOILS TESTS TO CONFIRM HIIsNER IIIJII Remove existing pips as required = MOTE: FOR UXATIONG IN THE COUNTY, SOIL 6EATRING 6TKE5Ij H. Install Flax Coupling and 8"MJ 21X(11 REDUCER 90° Begd with Permanent 1fi• B.V. AIR vAC.To 6C PLACED oN PR Pvi GIVE w Thrust Block, Or DITCH. IrI10RO9M16Ava1LA8LE, WATER MAIN BLOCKING ShackleDetweonbonds. Back of Sidewalk 16ALV. IRoN PIPE N&i CULVERT IN DITCH\ WITH Ali ' n VAC-. IN FILL OVER CULVERT. +I I "N1ON L.OGATION PLAN NTs. z N 1 CIO"EL50W HA11P VALVE- 60)1 / � - Back of Cure � � 0 ' New 16"0 WM c Face of Curb Z eta. 16.ao _ 18 x 6 x B Tee (MJx MJx FL) /w Thrust Block bacnfill w/Class A x ) Q s o c - °°p° W, S bank run gravel 8 90°Bend (MJx MJ) w/Thrust Block O M 3 oe •o „ (b Coo o F" -- Shackle between valve and fittings. w o a. 2". 4•x -0" Cedar Post. F 0 1 A Point with while nllarior /A ° y I"BRONZE GATE VALV E,SCR�WED, IZBT/qVv rl,TE - T Cut and Plug B" 0 WM to Soil �`// g VALVE CCII Fi&,Z80 OK r�UAI- E SERVICE to " WATER BOUNDARY BLVD. WM to South to De abandoned. R SERVICE er WATER MAIN" 1 �JP,• 1"TYPE "K"SOFT /!"IKON PIPETNREAD =o on plans, in 1"whom igh Hack u J • GOPPER TUll , GORR SToPw'/90' R letters. 8 WET CONNECTION DETAIL - BOUNDARY BOULEVARD 0 w • BEND rcfc cOP°.R. -w+, V 1 3 Bar Faint. E I•y�" N FORD TY?E boo 'N,f `o'aaPd o - L12-54 Pi FJVO OR.' LL obP¢ oBo.0doapo COUPLIN(>,COPPER EQUAL. i 1xAtRjl� VACUUM TO MALE_ IRON pIPE NOTE: Meter Box to be Fog Tile Extend to property line and connect to property O VALV l GCKE-VI FORD C28-441' OR No, I-D or approved equal service with compression to iron pipe thread Al NO. I"C EQUAL OK eQ UAI_ _ coupling,e to toner H-154 .!i n g approved equal • GALV. IRON PIPE t� ,, (If unable toconnad, plug with gto I"CLOSE Nirl Corp. Stop MuellerNo. H-15025 or equal� =I I I I 4,J 1 • Q C�M l 50"WiIy6v1571 M0,1140i TYPICAL AIR AND VACUUM }'T Ya� f' \\ ///// J U w PLATE COVER, FOG-TITS METED SEAL RELIEF VALVE DETAIL CO. NO.2 METER BOX OK EQUAL. t� 7)l W/ WASkIED GRAVEL, PASC--lI IN rr- 3}• PLAN ° a` I I/2" ANv RETAINED oN %4"0ill • VALVE MARKER L -1 Z LLJ Exist 24' RCP under SR 167, A ..cs. CQ Pipe to be cleaned, inspected and repaired prior to lacking - _ - - -" �, ---\ j From back of c rb to meter for 5 slaewalk. 2 30" L '- operation. 6 Min. -- +) 5 8 F - c - - ew - I' S Ili" From back ofcurb tometerfor75 sidewalk. 90° Recess pipebandsa to prevent scoring Curb (Meter place in sidewalk) casing Pipe and breakage during 3„+ lacking operation. - =7 Wood skids n1 9' 0' spacing on centers. J • Harness to 14' 0 pipe with steel straps. i Skids shall be rounded at edges to prevent - ":. Angve binding during jacking operation. Skids - - - _ _- - _ _ - - - - -- -- -- - - -- f Forl¢No, HA3 Check 4-d 323 and inner surface of 24 RCP to be O lubricated using flax soap or equal. or approvetl equal / Petroleum products shall not be used. 9'(7" Meter) Skids shall seed required 12"(I" Meter) ILL to prevent pipe resting from resting on '� neye, Net.e Cenlrcct New 14" B D. I, water pipe, CL 52. casing. Dimensions given for height and width of skids are O only approximate. Contractor Angle Valve , As 24n / shall verify required size. Q Bell 0. D, of 14" 0 pipe (21.63") Corp. Stop Mueller oQ Z No. H-15025 or equal Install Type'KCopper horizontally, Type'K Copper Pipe 0 without joints between Corp Stop CO 3'Y and Angle Valve using compressior. • J tb 0 joints only. Q + - O E"Min.Depth below fin i sh grade. . _ _ L-1LJ IIIJ ■ • _ - Steel bands shall be of such size, quantity and strength to prevent ELEVATION DO skids from slipping along embraced Meter Space's = / pipe during lacking operations. A minimum of two bands shall be ter Sze Length Pipe O.D. � Na 1-357-003$a used per skid assembly.�.,, : •f \ \ u / f" x T 7 " I' DEEIONED RDG \ / - DRAWNJHD 3/4„ 81 ill WATER METER ANDL. 0.5" Min, clearance between bell and casing. SERVICE LINE INSTALLATION cNEalEo JdW DATE Feb. JACKED flit WATER MAIN - BOUNDARY BLVD. SKID DETAIL FOR JACKED 14" WATER MAIN 31 ar . " Ta DF44 Small u gtj 57T'R • 30l SHT. 2A Of 41O tttllltMt AL tQttIRNM/ttR tT I I I 4P"0/PE CAST TOS/DROTON SOINORL 7N. I BACK EDGE OF BACK EDGE OF SIDEWALK SIDEWALK P"I DRAINPIPE TO DITCH. -i RELOCATE EXI5TLNG B"O PR✓ eror SECURELY ourLW/T SCREEN. FROM MH ATSTAT/ON _ EXISTING B'4A.C.WATER jI 4 ........ P/"SPOOL, B"�O/PiPf(FL,P REMOVE EXISTING NE FT I NST-LT H"�G.'L (MJ.M✓). , •POW 2'-G" I REINSTALL B^AC LINE AFTER 2'-G" G OF VALE TO SOUTH. N /ice 4"FL • FL G.V. EXISTING 4"/ METERIASSiMBLY I 4"FL. "FL.G.V N / `\ AND ✓ACNE BOX IL` FROM METER VAULT AT 9TA`/ON BTals I AND VALVEBOX 4 ��BEXO B P D/ PIPE ° I'° - 'MIN' LOCATE UNDER SIDEWALK. 4^x 19 5O'/NCREA5/NG / G G i 3'M/N. rL {/ F� BEND, FL xM✓ \ °� 1 e �) Q /_ \ ❑ I CHECK VMYE I \I l METER "'HINE, p 0 IA --� i-. -, 1 _..�.._. N , / /i 5" EXl5TIN4 B'0A.C. WATER " L ' t'I __. J \\ _ I ��/ II-IJ 9 IN (� B'PCAST IRON /r FLEX coUPL ING ) _--. Y-114" p ` _ _' Di O .}POL I ' ---� (PEx PEJ . REMOVE EX I5TING B"y DO- BEND. 4" REPLACE W/ B"TEE (M✓,M✓.MJ) - ! THRUST BLOCK /L" 4 D.I. WATERLINE CL S2 . T•-p^ _ RO JOINTS SMALL BE LOCATED W/TN/N THE ✓AULT. NOTE: CONTRACTOR SHALL VERIFY 38"O ROUNo CAST FR.4M6 ANO CONNECTION F/TO EX1 FOR 6 CONNECT/ON TO EXIST/NG ,Zsiy /I✓x/ 4"�7E , CO✓ER OES/!/NEO '-ow- Hs0 Ga40/� OFSEX/5T/Ny FA CITIES. L- - - - - - - - - - -- -- - -- - - -- — � MATCH TOP OFVAUL7W/AC ROADWAY 98, _I ` —"UTILITY VAULT CO. NO. 575-LA VAULT h EQUAL COVER. OV OP QUA OFVAUL7 W157T SHALL BE WATERPROOF COATED PRIOR TO /NSTALLAT/ON. J BACK OF CURB 25" 2 F W L w N t0 Z L1 B•' TEE (M✓x M✓,M✓) FACE OF CURB J F co - W 4 P"6 DRAIN PIPE TO DITCH t BOUNDARY BLVO. S-0.O f MASTER WATER METER INSTALLATION - PLAN N CRUSHEQ ROCK REDOING ? z x Sm 0 PRV INSTALLATION 3 " . , TYPE JD-9, 4'-0"x 6'-O, DOUBLE 3'0" II LEAF, CHANNEL FRAME, STEEL, I I I Z paw BILCO ACCE53"R, OR EQUAL. 7'0 I _ ''3 Va" 4'B' C4 MATCH TOP OF VAULT 5 2 OY_ �I ELEV=7230(r) W/5/OEWAL K. CURB f GUTTER d5 R V/� � S/OFWKK � • � r I 7 WJ 4" FL.x AL. G.V. � k Z AND VALVE BOX. INSTALL EE/5T/NG 4 0 METER V ASSEAIBL✓FRM METER VAULT 4"FL_ I FL G.Y. 4"ACASTIRDY AND VALVE BOX- j AT 5TATION B7.95 2 FLEX COUP[/NG � - � cj) . L' 6" `l 4"I P, aPE. SPOOL 4"AFL.x PE. 5AWL 2 /'/Y2" /'// ' Q 4"x B" - 90• BEND, MJ -_ice-� k"/s) Z FL. —� b FLN�FG.O•BENO p 4"METER ASSEMBLY O O • Li p = iQ, CHECK VALVE {^•4'TEE METER S1A4/MER' ____ \ L _ -__-III �___ .� __i __JL_ ___ _{— O O I/ ) �. . LI_I III --_' II _l 1_ _ PCLErARAM•E — • 4"FG X FL SPOOL N - l'MIN- /' 4 PIPE STANCH/ON 4" V ' /G'D./. WATER LANE C.L.52 I NO JOINTS SHALL BE LOCATED W/TN/N THE E 3"MIN. CLEARAACE MJ.+MJ.r FL. - IC"D.I.WATER LINE III _I111=1111_III rl/I/I 6,6 e MIN. 4" _ c m ZURN Z6-551, 9'IORAIN 7 a W/4'I'FEMALE TNREADEO DUILEF _ UTILITY VAULT CO MO. 576 -LA xe In UTILITY VAULT CO. NO. 577-LA DRA/N/BACKWATER7�OQ3�I�tl I EL.GG-471 I VAULT OR EQUAL W/9/5ER AS ✓AULT OR EQUAL. 6 VALV CAST_ CONNECT 70ST STORM DRAIN pp RDG REgU'REO. OUTSIDE 01 VAULT TO NORTH _ 9NALL BE WATERPROOF COATED 4" ttl� ECM A y, - PR/OR TO /N5TALLAMON. - - - - ZURN Z-1099,4'4 BACKWATER - CHECKED J f ? CRUSHED ROCK BEDDING VALVE / PIPING TO SD. PIPE. //ql _ CRUSPED S•O.O! ill ROCK MiN. _ DAn Fm& /565 tiff= - 4-; LONG 'P' TRAP I - JIII- - - _ �fff=ll If—ill l_ BEQDINC' - CAST IRON SOIL PIPE -1TII NI'=1111_ _ !l/1�1111� llll=ll/!=///!mil//f�/Ill=////--/F7/ - - - - 31 - TMI_ - r MASTER WATER METER INSTALLATION - ELEVATION MASTER WATER METER INSTALLATION - SIDE a44 tuts,+ $ �'T C '\ SMT. BIT (� i • -WWI WON- aim mliWAIMM s =�- Y - �vvAa .�i-.l�.Y i• t::: sepal ae ys •e. Oc Val �� wT�V�r� ` �.• , � . 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III-.•ig.• - • s.. •/ vv - • r " j �SI i1•,'. .eli �. WVV •�.V YiV\I•I/' ar' - -a'faYa 1��• _. �� ...�• C4 3d6►—ems A' r .1� • •• w ♦ _ P OF .:ii. -_��_ �p�� • �.�t r •,i ftis� _ t■ ' _-rl , •�I�v`� 77• N'+ e•.'1,J%t 4s �I'\I'� : ,• •:,iij'Ii ,v -i • .. �r. ; ;i'•riP•�Vi..� N �Y�rVa�•V aP • .'�+I/�lil =� _ . �r�� ` _ IG_. u • rid I �� Il ..i_ \\ ` 1 �.. � eft l� \\ _ %11L. \��I _ II _ - ��ri .yJ - - - •i • 1 +aJ•3, ya^ Ow �L-�.•- IMAM" , a i tl' `_w. AAVA1�-.�y .- '1 V•'�•"V� ^•� •�sww1 / r• .: . �� r ♦ ' y^•- •-��'w �'. ".'_V ' �1. _..- r----- �� v�Lva ` wvvv Yy��rsa s//�� • �vvvvv •N•Y•iw i V VYv•/ Wip A4v YV•iw I111111111 11111� I T - - LOT 1 + LOT 2 �+ LOT 3 REruIOINE •" Ra oEEDRNmeR n to� or - - -- ;;:; (DIV. IL) (DIV. ]D F—*-• �+ (DIV. II) ..._ o i:;;; L 6 C. D. 35- P. N. 1 � y .. .. -- ST ��j _ _ _ _ _ ________ _ _ _ _ _ _ __ _ _ ___ _ —alMll Or I - - -- �1 - - - - - - - - - -- - - - - -- - - - - -- - - 11th AVE. - LOT 4 I I LOT 5 (DIV. IL) I I 4- S. B. ! I I 4 - SB. (DIV. IC) 1 sS. B. I Li P. N L l5-P. N. I. / - P.N. /. ` 2 \ + W x c ti x x x lI x %- % % X� x Y F - �- -n • ram..: .- .�—...�_...�--_..�--...�— ----.1�_... ---.-... - •...r. ... --_..._--.—._. ---_-..��...�—.-f-�...1 f ..�-.. - MIEOrIxM01 I o I 2 N Z W 10th AVE. N. z 5-SB. /2- P. N. I ! a 3 I / x z x % z % x x—% z X—x—X—x—z—%—z—X-z—x—x---'�� —/ —x—x—x—x—x xfx—x—x—X—x—x—%—X—x—x �C—z—x—x—x—x—z—x—F 70— .�T — 70 WOOD 70 ---n 'c�_ — n - — �Errto'LonvSznpirq MN Z W O 8th AVE. Z d Q O > Z 9th AVE. N. Q NOTES: L Contractor Sba/l Preserw Nat/ve Vegetation Where N. 0 Possible. Wromed Disturbed Arens w/ Perennial CD LL < V Ry6gross &D 5/bs//CC0 Sq. Ft N O U Z 2. See Sheet 40 for Plant Materials List. SCALE : 1 = 20 � pvJ _J a z 0 J Q joo Ro. 1-357-003-811 DESIGNED RDG DRAWN J H D COW. CHECKED Jd Hl DAn Feb /-Q83 41 8 y OF44 man S"T. 4.1 of Ace rrnno•r NO. P9S NWn0N/DAtt Ivy / = Hydroseed W/SsQd Mix Na/ (Erasion Mix) 601 - Hydiaseed (17aadway)W/Seed Mix No. 3 Hydrosc d(S/ooal Areas)W/Smd Mix No. 2 Sim _ PLANT -MATE IALS . L CDMMQN N SIZE . . - M- 220 -SfvAPw0Aera -- -- _ haze/nem DagwraoidA EM34 VC T aus _ Hanyhock__ _ _ 3-SD. . : . : `• Ari-CC _lam Mbcrop�y�h�n -- - Bigleaf AfnpA• - -- — 22 rricanarao Block ANta/erand - - - 6 �• . • - -- et/ern Red Coebr iT •j ofer . 'IYNpi•}p- -- Q //=SD S �H - \ 45 Hydtuser5d W/Seed M/x NO. /(Erasiw Mixl o �\ ) c /6-VC 2-SB"-. )Aron grsirn�t': / > . Hydroseed(S/ d Areas) W/Sc dMix /lb. 2 a \ " Hydrosegd(Fkizlwy) W/SecdMi)rAb. 3 c� 241C . /DSA - --- i'. is • r ' i - 3 � •-T;� �/S-C J - =1 Q- - / -sv 5-PT --- 4,SLT' -- ; r • r 1.4 vIG... 3 t Hydroseed-S60d Mixtures: 1�. V • x Seed Mix No. / /O% Co/on/0/ Bentgross X�*� ... •' . : '+•�,` ' /3-CC' " . 40% Red Fescrie �' 9-50 2� VC• 40% Asrennio/ Ryegross ,,+' /0% White Dutch Clover(Pre-/nocu/oted) /JVC Seeding Rote: /80/bs/AC. '� . . ��' .• Seed M/x No. 2 VC 2-AM Q Consists Of Seed Mix At./ With The Folbrrng Mix(by wt)A�(d ' � j'• : - 40% Rash auAtono -W//d Rose /6-C.S 2-TP 4D% Vaccinium Porvifd/um-Red Huck/edvry Seeding Raft- /5/bs/.�. PAs MixAb./ .�''� `=' _ .' . . ::::,r[ ?, _: .,. j-•. O At /BO/bs/Ac. Cr -. f;--` `':r.;E..;: ..'---.t;-• i': .', .. Avhibderrl. 6 P8 Co.Lb /x. .. /44 „.... '. . .•.• .• :• • Castro Vo/%y, Co/if. zg454e5 y?`'' ... F:.. (415) 581-34467 /3-SD Z Seed Mix No. 3 \+ , ::.,,M _ - : t ,•• � :.::' ' BO% Meadow Fescue (Festuco E/otior) �' ��w ;.,_ - ( • 10% Colonial Bentgrass �J l0% Smortweed(Po/ygonum Hydmpiperoides/ i µ' 23-SA Q k.... Ssedino Rate: /et7/bs/Ac. -''.x: . - 10• N0.L'JCSf<Ciid// /3-SA— \ Oumm D.A.RarEB /3-SD + ! oiuwN D.A.R \r COW. ' ClRpttpD.A.R. DM 1,Q85 . .N . 2/-CS *\- i 42 a44 OWU • gg s R. 30� swr- 42 ar 4[o REVISIONS t NO.1 DEWRWION/OATF JOY I � °n I STA. f40+88, 32.5' LT I I C. B +F' 52. TYPE S' + LE • 7L6 6"NE W e .• Q,O�` . U .� I NIT 'S' EX TENS � /ON x � � � "• ,�. t �� y�. a ��3 EX/sr C.0. Exlsr C.H. R/M- 73.47 x_x_x R=]0 R/M= 73.48 a REMOVE EXl5r/N4 FENCE TO '1F�a��.r I� PERMIT ROADWAY CONSTRUCTION. W- ,� ~� **�' • j o I o 0 METRO MN �'RB3-/3 I CI a PROVIDE A05ITIVE ORglNAGE �� - x TO C.B. •52 +�•u 0 2----?q--55— 04--q5--_ —W--- — ;— _ - EXTENOQ1U5r/NG B�PV,G,S.O., qg j,DR. 35 O W y FOR 30.C. F., Q 1.6 Na Q /0, /S fA SL SW 40.00, BT (floufA) =f40.00, ^p' 5T (Nerfh) c "°" 5T � I Of o ff, l o INSTALL HANZ�PLACEO R/PRAP IA 0 ATBA5E OF,—MBANKMENT, a PROVIDE POSITIVE DRAINAGE TONORTH. I -- _ INS }'TALL 7G.F. � / 50 MH + d'W P'V. S.D,., f . 55 4 w 1.50 % Z e � LOT 31 z rill, I ,�_ PRIVATE DRIVEWAY Q 3 140+00 141+00 142+00 Z ^I `n /00, I.C. _J 76 O - 76 � r 3 Z N m r '^h D74 �� a MZ 4 I \ \ R R \j f 0.6 y_` 74 - P y 72 „ram Q m P' ASPHALT CONCRETE FAvEMENT • CLASS A' BANKRUN GRAVEL O `� 72 \ \ _ — \ // �6X/5TGRAOEATOR/VEWAYC� 72 \ \ � r HANDPLACED R/, LL TO LINE DRAINAGE DITCH O 7o I I 70 30 G.F., BYPuc.� 35 ,eL6 68 Q W o II \ O * I \ 6e I I o l\ se 1\ 66 (� • W I 66 I I \ — _-- - - - - - - -Lr-EXl5T69ADEAT R.O.W. f 66 1\ 64 a - - - - - - - - - SECTION a a 64 i m I 64 � I i m ' I � I z I z 62 I� I 62 m o I ,oR Na 1-357-003-811 I I DESIGNED RDG 60 _... . .. I I 60 DRAWN JHD CDMP. CHECKED ,f.(W I DATE FEBRUARY 1983 58 I I 58 I— _ _ _ _ _ _CROWN OF METRO 24"¢ 5.5. 43 ©e 56 I 96 OF 44 SHEUS Y SS STR. -60I sf1T , qS K. REVISIONS 1 NO.1 DESCRIPTION/DATE 10T e,:'j 181 NOTES., I1J Contractor shall clean and excavate ditch fl'om Sta. 0+00 to 16+00 to the depths shown in the profile designated "PROPOSED DITCH PROF/LE". Width of 167 excavation shall be to existing top of banks with 2 Horizontal to f Vertical side slopes . t 99 2, Contractor shall employ temporary erosion/sedimentation can. methods acceptable to City of Auburn, W.S. Department of Tronspartafion, and W.S. Department of Fisheries and consistanf with good construction practice. 4 1-5 kya euecey Croy Approval of temporary erosion/sedimentation methods shall be obtained M 'ry CREEK yrV J by the contractor prior to start of this work. Such controls may include but are not limited to riprap of embankments, construction of eee� 18 siltation ponds, etc.. {Q� > ( IIAI ...{44�.. .v V % O o S J Sti i 1.25 d t i.e. try: ` Z. NpliS 161 N Vq��ey PEASLEY CANYON CREEK� � � L -I I. \j c h VICINITY MAP \ �� 9 STA /7*OO 69'LT�. . , GOEDECKE PROPERTY /�//C� 3'x8' BOX CULVERT 4i LE.=i5.or �I � H STA. /7*30 Q W �.. y ./ h �D/SP05AL SITE OF ADJACENT DITCH EXCAVATION / B' f 58.8 V ( /.E. =SB.8 V. 4 o W / Z _ O rn SCALE -' IN = 100' Z STA. _ y �� LOCATION • SE 14 - 21 - 4 w 4 x S' BOX CULVERT Q I Z o Z u S. R 16� 3 O 0 + 00 2+00 4+00 6+00 8+00 10 +00 12 + 00 14+ 00 16+00 "t � N 66 LIM! OF OITCH EXCAVATION SCHEDULE D 66 (01 LL O Q � Z o \ \ 65 co\\ • Q 65 WATER SURFACE (/2-zo-Bz) \� `WATER 5URFVE (12-20-82) .. . .. . . . . . . . _ . . . . . . . . . . . . . . . Q STA./7+00 69'LT.\\ � 3'x8'BOX CULVERT\\ 3 cu[vERr 64 LE.. = (5.G5.0 1 \\ \ \ _ EXISTING CREEK PROF/LE 64 • Z LEVEL OFGRAVEL DEPCS/TS(/2-20- \ \ U. 63 EXISTING DITCH PROF/LE I \ \ \ ` 63 _ \ q \ \ W `\� I \� LOWEFLTOW OPERATING \\o-o\\ \\ O O RANGE FOR WATER ORIGINAL DESIGN PROFILE \as \ ILL - ` ACCEPTABLE OPERATING 1 SURFACE. PER DDTDRIW/NGS \t�`Q \ m \ -RANGE FOR WINTER O 62 LOW FLOWS. 62 5 / \\ / \ I \ / \emu• \ ~ 61 \ / \\ / \��o `\------ 61 Q W f NG 60 — / ACCEPTABLE POSITS. 60 Z STA. 0-00 — — — — _PROPO SEO DITCH PROF/L E _ ' RANGE FOR DEPOSITS. 60 6 x S' B ULVERT — ---- --- ---- , \ i . OR/G/N i LE.=L0.2 AL DES/ -� - - _____ �__�� GN D/TCN PROF/[E' S= 0.09093 'e �— ACCEPTABLE GO GOOPERATING RANGE 59 59 FOR DEPOSITS. a JOB NO. 1 -357-003-811 STA. /7*30 DESIGNED R.D.G B' CM.P STA. /7*30 DRAWN E.C.M. LE = So.8 B' f C.M.R CULVERT 58 58 COMP cE.= sB.s CHECKED •If DRAINAGE DITCH PROFILE A - A PEASLEY CANYON PROFILE 8— 8 (nor wcoNrAAcT) DATE FEB. 1983 I" = 100' Horizontal I" = 10 Horizontal 57 . 57 1 = 1' Vertical I"= 1' Vertical 44 0, 56 56 or SHEETS Y 593 STR. 50( tN'f. 4-4 of 4& m„fyR, CITY OFAUBLRN AUBURN CORPORATE �89 1 AWOPARK a `s PRELOAD aQd SINCE e 1955 0 N � FEDERAL CIT)_ _OF ALGONA a WAY M 113 i 181 167 99 -5 I LID .NO 82 = 1 v LID NO . 327 ,a Ep3L Y p H - 18 o 164 MAYOR : Bob Roegner a 3. 42B 8 1 MAYOR : William F. Larson EXIT A CITY COUNCIL : 142A CITY COUNCIL : Gene Colburn 61 _ Garland Brown Ronald Craig A9 Q L.1 Paul Mallary Lewis HitchcockHardin Railey J Don Kurle 1CITYOFPA IFI Charlene Whetham Clarence ' Bud ' Larson VICINITY MAP Glenn Wilson John Lea Linda Wisner Approved by : Approved by : Prepared by : 0 o SPARKS, NEVADA William F. Larson � � �A2� ,�v �♦ VI�—A I-j n LAS VEGAS, NEVADA Mayor Pat Nevins, P. E. ENGINEERS&PLANNERS o SEATTLE, WASHINGTON Director of Public Works Job No. 1 -357-003-811 Keith Zettel City Engineer Director of Public Works ' ), Marvin Seabrands, P. E. Margaret F. Grass Assistant City Engineer City Clerk a sZR. �oI tbKt• ;IFS Or 4�