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28TH ST_ S. E. F EX. W- -EX. W - EK.W-Y' A.-E%-SD-----F• _ _'F%.6 iX. 55-�-7 -=-29TH=ST.=S. E. --� . location map w uj 2 1 A CONSTRUCTION PLANS CEDAR HOLLOW for . MM YOUNG 1917 u vicinity map SHEET INDEX COVER SHEET PAVING, STORM DRAINAGE & SANITARY SEWER STANDARD DETAILS Approved AUBURN CITY ENGINEER DATE SHEET NO. I RS-1 - RS-2 4 7 7 D 7.5'.Z sN - REVISIONS NO.1 DESCRIPTION/DATE BY Z o0 a a z W N a Z > a Z Iui 3 a uj h � � incorporated co Cr o uJ z z Q J 1 Q W W Z (7 z w Z 0 CD z_ 2 U) Q Q �O J cr) J z D O = oO ti F- Q C) 00 U z cr m 0 a J0e NO. 1- 155-001-771 DESIGNED A L H DRAWN J M M COMP. CHECKED R D S DATE J U LY 1977 SHEET NO. 1 OF 4 SHEETS U 1 1 e U W G = I E w Colvc O IVEWAY DCfai/ ¢ UTiE.0 _jti .=/24.a5 ,gyp 'P�.1 e2y See .5h. T-ITC CB ICP.IVLT, 1 / 65.00 RINI E=LEV. _ /24, O eif I lr ..+ •�.;' y, 'Fia`•i•::,1�.: .!. - GurrER eL.-/25.00 ./T \Z \��` GUTTER FL.=124.88 h ? N\ 0 2 N 0003,03" E0.5j:� �Ll 14 \\ F GUTrez _. GLITTER EL.=125.00 .= /25.44 3 f /5, 6o CTR, OAG II , SCALE : I11= 201 H II = F11 V v K STREET S. E. REVISIONS NO.1 DESCRIPTION IDATE BY r\ r C: r �00 d Y (T} `l / Z Q 0- C C ? Lu Q Z H > a Q W W "1 Q H Q VafQ.1 VWf incorporqft-d y m W z z 4 Q J <L y 2 W W z co z LU Z O w J Z LL O CL 05 Z Q J a <�3 w 0 3 Z .� a0z W N F- w� Z Q U <0w LL. w V o 0 � Z_ a Q x 0 d5 Q Q O Z w m Z) Q JOB NO.1-155-001-771 DESIGNED ALH DRAWN J m M COMP. CHECKED RDS DATE JULY 1977 SHEET NO. 1 s tom... OF 4. SHEETS 77 D 7,5-4 5//-a 120 1 115 5AW CUT EX16T. SIDEWALK, TGl / CURE 4 PAVEMENT. /zG.77 (TYP. /A/ \ 25 G� CONSTRUCT WHEEL RETURN � Z R {Q�p` CHA /R RAMP (TYP. ) AREA.) \\� -Sec DcTail.5hf. 4 ��� -' ConC. DR/V�I✓AY \Z .:, c�G� T-ZIG CB l(.,/ 'LT. 14-65,OQ:: See De�oil Sh. 4 oF4 aD4 �1 �L yy L W 1\ L. •Y'�l � YgiL in SCALE: 11= 20 H lu= 51 V GUTTER EL.= /27.42 Iq t _ b(. +&4ro d7a `4-T ;. Lo F VT 6Z.m® GG.O4 /7: mr" �- t,26 98 C R SAG N 17, L STREET S. E. �...�, �i . .i w i M1. i cLC. �.n ✓mac - _. _ .. .L. ,..... .. .........._..._`.. ......... ........ .. ........ }. ........... __.._..... .-.._y..__.......... 77 ... ... .... . ... ... I n CRO5S-P/PE: 32.34 L.F. TAP NEW 8"0 INTO RAID /;8..9 DRAIN J.000� 90 . . EX1.5T. /2 "f� "'' 0 R,E Z C/7Y 5 5 @ a l a //,,EE,. 18 "o "O V--i-(*,17'-RT- . 1.1-G5,Oo,<9¢1 E 122,57, 1(0. /7'LT. 14-G5.00 EXIST. 12 -9f DR-41N 1,E: = 117.4 :t) VERIFY 2 � o � W Z � - N N yl � N c/) 2 OJ N ,EXIST, S8 M14 N TOP - /27. 5Lo ti l,E.= /18.22 N W W � 1 4-00 WI = 35 f55, 4 7, 29 M ST. 5, E-. 1400 e 135 130 l _ 125 RECHANNEL /N EX15T. MN To ACCEPT 120 NEW 1, E. FROM NORTH .. �11� 811J" EX15T. /,E. E 1 1 5 2.22' Lr.. 0.:V4..' NOTE: SAN, TEE LOCATIONS 67'A7'/0NE0 FeOM (9. /Q 5' MIN. (TYP.) 1 \ 52 e;O NEW 8" SAN. SEWE - cc (� YV�`W-T' S6RV/CE r --�-'- -03 03 E /% 215.7/ - p i 3 - LIVE (TYP.) \�14• 57 , 00 19 'RT. T ANEW TW/N NEW FIRE HYo. Y4 ?METER A65'Y. $ TEE ASSEMBLY 1 +20 •rI 13'RT /(o N.EW /2' X 8 TAP)011V(3 TEE / f 57. DO , /3' RT. F, VALVE 8 "X 4" R6DU 4 "GATE VALVE 2+00 5' s SCALE: I' = 201 H /2 111= 5' V N 00 y - 3+45.00 , 5'LT. ol: p*p4 NEW MH 0 L-28 SS DESIGN DISTANCES Fi\ 34-54.7/ 1 13'RT. 2" BLOW -OFF ASS'Y. w \ w /3 , /5 CTR. 5AG EXTEND TAIL PIECE I FT. BACK OF 5/0EWALK (7YP) 3 +00 14 pp� VE0 r.WPT.OF PUBLIC WORKS. CITY OF AUBURN EERING DRTE GI -Q 7!.31 -1 AR ENT SANITARY SEWER & WATER AS lUll' a 4-II-78 GAO _ ........._ W �N Q W_ .... __............ N 1.23 ........ o' v11 FINISH GRADE AT O/Z/:G. GROUND. AT4, Q �X1ST. ST LIGHT c/fLC.� 'EXIST. _G 00 PR TELE. GAGLE j '-EX I5T. 00 -PR : : EX/57" o' 8"D..l. WM 12"WM 2_"...BLDW Of=F ASSY._ cL. 52 (SLOPE: MEW 8? 4" WA'J :AWAY FRoNM..29h ST.) ; `} "--57YR0F0AM CUSHION AT C9055ING 1 19. 90 I EXIST. 12 11 0 D)ZAIN 117,4 t REVISIONS NO.1 DEWRIFfION/GATE JOY n r GtON d h W Z a O !s 4 Z Q � 0 (� N I� .5uj Z in � Q Z a 3 1/I t9 ui Lu J �Q sq Q W Vl J H MMQOI'ppnited a A w Z Z Q -J O O y Ir w w z L7 Z w O U z LJ M �. a cr a_ (15 a � 3 LLI o V Q to ?� J1 z O W Z N W I- W I/.NL M a� o�<oW JLVo Q 0 z a Q d Q O z m Q JOB NO.I-155-001-771 DESIGNED ALH DRAWN J M M COMP. CHECKED RCS DATE JULY 1977 SHEETNO. .RS -Z 3 OF 4 SHEETS IF LESS THAN VARIES /0=p" 36,•TYP EXPJT. IO'SWING RAMP — X- WALK AROUND ENTIRE k�°` A ORNER FROM � _ __ VARIES VARIES �s A TO B. VZ"L/PMAX DIRECT' OF t e` I` �- —� ! ;A: BROOM FINISH I SCORE �. /4"L/PMIN. �_Byo MqX._—A • i.. TO BE HEAVIER I zqe y _ THAN SIDEWALKISH, { GROOM FINI - °n G0A8 3/8"EXPANSION MAT'L WHERE EXRJT R EXPJT. DIRECTED BY ENGINEER. TYP B NOTE, CURB £ GUTTER SHALL s's/w CROSS SECTION UTILITY STRIP ALWAYS BE POURED SEPARATE a FROM RAMP RESIDENTIAL INTERSECTION 50'R/W WHEEL CHAIR RAMP DETAIL NOTE: CONTRACTOR TO DROP CURB FOR FUTURE WHEELCHAIR RAMPS. CHAIN ZOO W CAPACITY SLACK WHEN GATE /5 DOWN. WELD CHAIN TD GB GRAME W ATER •TIGHT GLEAN -OUT GATE WITH MIN. 8 GAUGE SLIDE 8„ RE-571RIC709 PLATE W/TH ORIFICE l I/2" /N 'K ' ST. IS�B" IN 'L' 5T. I ARTERIAL IN FERc E',Tl-,N Za 1'R, W BG„ 36" MIN. 87RA/GHT GRADE ( TrP) 6r, Vz"LIP MAX '/A"LIP MIN. EXP. JT IN CURB EXPit IN CURB DIMENSIONS ALONG CURB FQgA9E' ti GRATE INVERT ELEV. NOTE: ALL METAL PARTS tr SURFACES MUST .BE MADE �f CORRO,SION RE51sTANT MATERIAL OR GALVANIZED. COMPLETE CORROSION 0R07-EGT7ON' MU37- B.B A55URED. FLOW RESTRICTOR CONTROL DEVICE TYPE 16 CATCH BASIN Ll Npnnel• plea a cu,., I OlrinP < P.aa e.r 191n or r f9uall n B .• .. pme c a., on ,n• a r V m• J 1 Y-IP.. -,o. ,b o. ��" w par 1.e elan .l eexA:4 � D e -D" ,. P,•c.II Na n n ele Lct,on 0 1 Ire !•. e3 2 0901 9 s � ^ Jullp ,nIU (. a 0' n t TYPE II CATCHBASIN F`6 STORM DRAIN MANHOLE (Al S70 P,,*1J .c/e. 55� _ 2q" - Z IWrm p'c leaner, e943 or :1 Eaua�l rare Jnu.r n•w• coax oe <ea.r .tm_ oA a real p - �.• —E ...Orr a en• 2Y" ro OB" x ' 6" > -Barrel ,a r [". a, .1 •• Pry rooe Leer •eau naneol•. 1. be I., on b ape• :— Rawer• after x,. Leen•rrue elan I.aen• { - nann.' ,a e. '• ^. an, T,p G, rut 41 cpe 9Be. a•r - lv .1 PIPE DIP I _Q 3/• p.r loot _ _ - -- teepee ue stun .appon ar pip. er man%.I. aad a•ee,n9 9.a,.I a. SANITARY SEWER e,..u.e eY ,a. Ea9,a..r PRECAST CONCRETE -MANHOLE NO S ALE / 4 TYPE I-C CATCH BASIN N< . ALE all I , j{ J -- - ... E5' (eo R/MI L5'<5C'RIVY) ,e ,\ se.r eel lT rpN �w I- Co. cure a Gar,., I, Ip) TYp.A -Z"a yhe,rla <en< - C I . . a z o4 I ! .0. I 2" ASPHALTIC CONC CLASS 'B' 3 / S,epe I• 3'•691ope .�-- 2'I. p9*1 a&o a pro 2 ne •r.• 5/6 mina. .. ru enea Roc. Il PIT RUN GRAVEL xaa, c.n. en NOTE 9an,t arY 9o•r en -� Neap a E.0 Conp.<r.e Bops ae 14 1 9 oorB a a'..I sLeo o, 9, •as• Cleo p 'B' m•Y be r.Ra,•e a,e• e, 9rn.1 5 'f y N,n 3' C. p.noi np 9a.I Cond.11...l -5 i3" 1 worm Dram on +� Nero a Ean %2"IQ s,ee pr S,.., 1"R . 1 ~ R — ✓IrrR NOTE: SIDEWALKS ARE TO BE INSTALLED TYP. STREET SECTION BY BUILDER AT TIME OF HOUSE CONSTRUCTION- ' ."a -'♦' - 1 NO SCALE PER CITY ORDINANCE - NOT A PART OF B' 2J f _ THIS CONTRACT. TYPE 'A' CURB & GUTTER DETAIL N^ 5 A, E E1- =xln 971 Gi A(^ / J= FP GRATE TO BE COMPATIBLE 1 w/ BICYCLE WHEELS OLYMPIC FNDRY. NO. 5435.1 w/DIAGONAL SLANTED GRATE OR APPROXIMATE EQUAL. , J Car'.," en Ca c arch so... 91a 1•0/A.P/PE 1 IT n.o.. �I •• Y • .,�.—.. .-+ - Co,cn 6n, r S j iee t •• PLAN J O , 1 r .o., _ .lop• re e• IN" per _ L. ELEVATION 1 41 E.EVAT Csi SFCT, N r CURB & GUTTER REINFORCING DETAIL COMMON SIDE SEWERS NO SCALE % S,.Ar E P -R-ts D I1EVC ©F PUBLIC WORKS FLT'Y OF t1 I I A N EMINEERING EN 6" OR TO MATCH EXIST 4 3*• EXP JT WHERE DRIVEWAY EXCEEDS I6 FT. IN o• ,a a. WIDTH, A 2- ou)xmY JOINT SHALL ,,�• BE PLACED LONGITUDINALLY ALONG VPRIE5 el 9 e / OR INTERVSYMALLS.RLLY AT l6'MAX. i ' �•� e•. ,�� op cx'e •. ''• t, i, i/ • a �.. 1. or r TYPE 'A" CURB g GUTTER (SEE PLAN NO. / A.P. W.A.) Y / •: peP.e Pa.•m•r •" w°" 3/8"EXP ✓T DIMENSION A' 6"CONC. ARTERIALS MAX. MIN. RESIDENTIAL 30' 15' _—oe: e• s INDUSTRIAL # COMM. 45 29 I e^ : m LOCAL STREETS m•' REJIEENTIAL 21, l- ^�''�;,, In=1u� C2"COMPACTED5/H" INDUSTRIAL y'COMM. 45' MINUS CRUSHED ROCK WHERE G" COMSUITTABLE AS ON PACTED BANK RUN GRAVEL DETERMINED BY SECTION A A THE ENGINEER. CONCRETE CLASS 5 (/- //2) 5 SACKS CEMENT PER CUBIC YARD AND MAXIMUM 4661 SIZE OF 1-I/2" WITH 5%AIR ENTRAINMENT 2. INSPECTION REOUIRED BEFORE PLACING CONCRETE. 3. WHERE DRIVEWAY OPENINii'75 TO BE CONSTRUCTED IN EX/STING CURB, THE ENTIRE EXIST CURB 'e GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EX/STING EXPANSION JOINT ON EACH SIDE OF THE OPENING, AND REPLACED. 4. ANY UNAUTHORIZED DEVIATION FROM THE OETAILrS SHOWN SHALL BE CAU.5E FOR REJECTION OF THE WORK. DRIVEWAY, TYPE °C11 R E V I S I O NS_ _ _ CEDAR HOLLOW roe NO.I-155-001-771 NO. DESCRIrT10N DATE --- DETAIL SHEET oeslcNeD DRAWN for COMP. .. - i D. M. YOUNG CHECKED RDS_ AUBURN WASHINGTON DATE JULY 1977 APPROVFD ® CONSULTING ENGINEERS III PLANNERS NO. PLANNERS 4 SPARKS, NEVADA SEATTLE, WASHINGTON -LAS VEGAS, NEVADA OF 4 SHEETS �nmumu 77 D7Sa S11-5/ 28TH ST S E CEDAR HOLLOW E< w --- --Y WE tx• sS— --t 11catill sap �I�t�Iil/f��:��►ilot it#IofI16`ofleefo4110.4lif1j6111FfafE' _._ -1 ttts••••••.--•".iiiiiiistlltllYtlk�1lfll!ltlW l �k rj riciwity map fltll�l'�IIIIi11111I11!Illtiililililil;ii�,IiIi4�I�lil�lel���l�l�li�� g to ! 1 lap i 1 C a r 3 SHEET INDEX COVER SHEET PAVING, STORM DRAINAGE a SANITARY SEWER STANDARD DETAILS Approved: AUaURN C:Tr ENEER _'TE SHEET NO. RS-I - RS-2 REVISIONS DESCRIPTION; DATE BY Z Q 2 Q Q i W Z � z in Q (7 Z N Q 3 Q N Q N 1•+�'�alfa�i Vf 2 2 d J n_ Q rn W L 1 / W Z O F— Z d 3 V) Q3 .jO a J c� J Z ZO 0 2ro�ti 6i� Q Q z W O V U oe Na 1- 5 5-001-771 DiESIGNU.. - ALH DRAWN �- J M m Ca11P CHECKED R D S DATE JULY 1977 SHEET Na it 4 SMFFTS 5Aw r'UT r,x/iqT 510EWALK;-- Ic•' i��.=r_ irr�i-ur..ci-u�scrsary CUAZO F, PAvEMENT, (TYP IN v { .Z`�- d CONSTR(JCT WNEEL. L /0 I 4B uanr { \ Z ��,` CNA /R RAMP ; Try) A2EA. l� \ �. �� -5ce Detoi/ 5hf 4 af'¢ " `COv� DRrJEr✓Ar' Z �p�( 3I, '1 �G l T-IIG GB /b,/ `LT !fG5 D See Je1ori Q� \O til Q Vic° 9 i RI LEV = I2G.4o — -- -- 5h. 4 �s 4 :- zLlj Cn \ " k� N W Y Ez-.= /Z7./3 '2 77* S' S/OEWAL-K ('7YP.,, M4TCN EX:ST T-IZC GB _ v•/ RT ;r r5.0O 0a• r r clAV'T F-DC6, gr," EL V 2(a.40 35 +SS 4' 0vE LA): T E �4FMpVE EX 15T. WALK e, Ct1ftB - + - - t GUT�E_0 AF _ '2 7 r r N ';E'►V RETLlQN AREA i - _ STQEET +qD JC tGO ntoII I�! i G n J l v r `1 N O N; fi' �1 4. �, '� 131 '` cft/� . GROUND 2 3C �I �, ;IQ �� �j �� F!N/SH GRADE ? �� � Ni N� O ^CROSS -PIPE: 32. 34 _.F. !8 qf LQAIN LJ J. UOCV c Ll (tip ��.'� ✓ TY QCQ S . F 5 m ; 22. 251 /` , J 7_RT. l f G3.00 o�.00 I.E. /e-0( E z � 121.57 /(0. /7 LT, lfG5.0(7 Vc4r,ICY N N Nj 1J /0 W ,NOTE SAN TEE LOCATIONS Z N( 5 TA TIOh'EO FROM j Q� I y 'K —� oI �^ vEW 8" N 56WEAfs SS - - - - H- `35 EK'57 5S MN CJ + '^.P , 27. 56P 35 t 55. 4 7 14C 125 '("� NEW )'" Sf�t� •� � v i L /NE i ryP f m N "O.i IVM NEW4-0 WM w � CL.52 QN / --- — - - - ----- ---------------- ui •�: � \ r � 5' .Ov, l3 "RT � � -'rEw 'w�N J \�� NE'N FrRG )/r0. -:V4"'.METER ;u A6S'*'. 6 TEE ASSEMCLY �� 3 AQT J g nlcw /2"X ! * 57. oo /3' AT 15 ' .AP;O,,A� TEA I 4 "GAT2F VALVE 2+00 3ico xl (n, N � N .. G O� ;."Rou)vD AT FJN/SN GRADE_ AT -, sT.Lv?T + c c 5T.. oGC, �K j 9 E , s T. �, w/zt it I i i 2 ' w'-f _ CL. 5� /SLOPE h/EtiV 8" 4" WM AWAY .4ZEGNANNEL IN E k r 5T- MN TO Ac EPT 1 2 G PJEvd /, E. F)QoAq MOR774 d EX/57- E. E EW=Il9.23J' �r 0'&34.5C NEW /fj "ORAiN 250 L f 8" FROM 29�h ST.} 5AN SEWER �" 0,400%" 04'r 000 e--- y b il7TEi2 EL - ; 2 7, 42 CTQ SAC '3 12 T 3+45 CC s ter_ ^ti EiN V/H OL L-28 it ESIGN DISTANCES l L 0, ovv-oi-F .Ica Y. f l �II11� SCALE • I 20 H III +I 5 ' V i -�ti �E-vD TdIL E E '> 19ACk CF 3; �E'rY.:�•C „' " Z' Br_,o w- OFF A 5 S Y 5 >TROFCAM, C uSNr ON 4T CROSSING NEW �' i. E. 5 = 119P.90 2 " a DLZAIN 5' LT. 3 t 4:5.:70 E = 117 = L STREET S.E. ROADWAY & DRAINAGE SANITARY SEWS R[�If10Mf ma R[f1rTm/em , ow 14 • e C� 1 _Z Q � O V � � 2 iAA W N 3t Z t Vf W W Y � � 4 � W w% h �portAsid N o a a y z Z N_.J LJ 0 H Z J (n a CL x c J tL Cr . LLJ Wa �in C7 � cc Z Fm N W 3 X W IA Q Gi VI N Q < W U. JW 0 �V Q . Z 4 0 m I � Q 3 a I /z�/ Si. 03 Q joe ma I-155-001-771 DES1f O" A L H ORION JmM Cofer. CIIECXED ROS DATE _ JULY 1977 S►* E f FOG RS -2 3 (* 4 SHEETS 7 7 J 7S,2 3oY - .3 IF LESS THAN +j iARIES _ - A0=0• L'T1'p E.xP - r lO'SW/NG RAMP--- X- WALK AROUND ENTIRE • �; CORNER FROM VARIES VARIES N N T ; ', * "L 1 P M/N. �, 6 Q.nx 1 . . " . • , 1 M BE AQi V/ER C " 2 % - ARpM F7Nr5 N lei ����•-7 �I _ . 318"EXPAN5/0NM,4T'L WHERE {L ( DIRECTED BY ENGINEER ` w 4j'E ✓Rpi I a rrER 5ru141L. CROSS SECTION ulx.,'i y 5.*RIP — g -+1 ALw'.tr) sE Po rtF7 SE.H]R47E . - -+14 C ROA1 R.AM06 FESIDEN rrAL 4 INTER5ECT,(`N ti ' 50'R;w WHEEL CHAIR RAMP DETAIL � � ' -a, iM •- q ACE i rLIP MAX Nam: CONTRACTOR TO DROP CURB FOR FUTURE WHEELCHAIR RAMPS. Ci-IA/N 200 d CAPACITY— i SLACK WHEN GATE j 15 DOWN. wEL O -441V 70 l GB FR4ME , I 1 s16.1 'ER •T/QAI T ,ILEAN - OUT GATE 1 W/rH Y1)N. B GAUGE wi OL 10H ---- - t �• `.- RA-a'rR /CTb,R PLATE W i Tr,' ORIFICE �--_ K 5 �• `EXP .;T !N /R8 I EXPJT !N . JR E' MMENSICNS ALC "1r, CURB FRAME 46 GtATS 1 C. 1 .�-2' EV. ^COTE P.=-2TS �t�'AF•- .c Wi_ iT EhE MADE cc 3 ♦ RE3, AN_T C1 e = r 7Ld is =-:0. FLOW RESTRICTOR CONTROL DEVICE TYPE 16 CATCH BASIN msOpiiiiiiiii�i ,.A _ -- Z" A.SPNAL'IC ZNC :__ A55 '8 I lm , "R x • + �� j NOTE : SIDEWALKS ARE TO BE INSTALLED 'Fy �' ST PE E' S E T . tv BY BUILDER AT TIME OF HOUSE CONSTRUCTION- 1 h ,( PER CITY ORDINANCE - NOT A PART OF • THIS CONTRACT. I - - _ L'^IM _?.+N M•+^.N ,-'C. . M'.►+ ~.•� "� _J�g � j!VT1-U `cj�`_ r .ww.a S 'n q a✓ v. 55 • v ~ GRATE TO BE COMPATIBLE w/ BICYCLE WHEELS OLYMPIC FNDRY. NO. 54M. ° w/DIAGONAL SLANTED GRATE OR APPROX MATE EQUAL r-. .+N -mac_= M:.1,►•_��. ''r rr RE ^i�,DIP �� �i='a L COMMON � _= SEy�=O� ' �WNERE ORIrEaM1' EXCEE05 aG Fr ,N • wrOTN• A 1• DUA4Ml.0AV7 SNALl y dE PLACEC _C 46/"Ip/"LLV ALL'N C, L' / 7R SYAVAETMCAI [ Y Xr lf'M�VT / �*rERVALS q � I Ab• EX _ �• 7), IE 'A :,RRB 4 G(_r' ER 15EE PLA% NO , A PW Al Iit FF mow_ vArC H Excir • - 1e 'cX0 AR rE f21 ALS MAA L' A`.MDENnAL 3 //V4%6 Rh4L I UAffil i3 _ • . ' _ y' NA1rfr� _..iMP14, rED s*• � FE_ ,. c%i"r.1.- ' • _ '- -• � ; Y1.,V✓5 LRJSNF� SUBGGDE UN - /�," 5U'rA&L.E AS ,5ANX RLAN ; :a. CEr=RMIN&D 9w SECTION_ A A rx, E EM .i' VEER. �— [ r t( •-. q'w�s Dl1 > ?E'F CLiI;S 5 C liZi 5 a-•.5 'EMfNT PER p,,wC raPJ ANC wAV;v'PM AGOOM5471r"sprE pE A!F Pit n W C?%I IY/TN 5% NR ENT94iiii N C T , , , h _ E .. -, I N REOUIREC ARE .R AON,- •_� ,NCRE"E •ti ESE �RtVEWAY OPENMIFTFS 1b BE .—A"iTRUCrED AV EXISTING CURa, THE ErT. NTIRE 1& r i NC +' - k'B -�L,7TER SECT/ON SNA" BE REMOVER T`U T%rE NEARES' Ea'5TING EXiMK3mw ° ti EACH SIDE OFTiIE QPENrN 6, AND REPLACED. 4 AN Ll,Sr AWTY/OR/ZED OEV/AT%QN CRIDM IFNE P&TAILS SNOWN 311/ILL BE 0:VR RF ' JN OF THE ribRK DRIVEWAY TYPE No "KSCRO" O f D&I'l ± CEDAR HOLLOW>�a "�' 155 rJOI-TT DETAIL SHEET oc5 GhED UQAIRh L 1 I for SLOW r D. . M. YOUNG CkECMEL RCS DATE JULY 1977 CONSULTING ENGINEERS / PLANNERS �~ C�Yk _yG �•. `� 1,- 1 SPARKS NEVAC,, SEA[[tE OVASWNG'ON LAS VEGAS NEVADA `t OF SME[[5 7 7 D 7 Sw SO 11111111! �wll r. 11r� r111111111111j • � 3 ittl11r1tl1itt►tlltlr�ttrltltrr111ririrtrlrtrlltr1r11lrir1rt1j11r1�1r1�. ae as 02 .� !tC0 = 3.3 * 05.50_ . 35 13C 125 . } ! T-.a CB ilo. 7 �T' f Lco5.00� j 1 5 IDEWALK TYP) I 0 1 ` LiJ z li til' Y� _ _ t /V O'03 03" E 2/5.61,0 I ir �� �M T E (ST PAV'T. EDGE, DC NOT CNERLAY Exi5T. WALK e \ CURB ?N NEW -0.5;1 -7ETJRN AREA R/M E�Eti r: P20P06EO� —j� �— ---- - — v v 1 - 1. - �. 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TYP SCALE: 1',1= 201 `H fit 1,11T �r 3}44 5 vE w ti'1H s K- 28 I$ � 2" BLOW -OFF A55Elv!eLY . 3 O "EXTEND TAIL P/EGE Fr. 8AcA< OF SIDEWALK T"P I .3 +oo 0 �rl I, t� It � a 1ELF CAd.'A BY. ?00 -OOw N, I Tcc� C.4C� c x 5 7 +o 40 d` 12"W/v► " `Z" BLOW -OFF ASS r" A5A 21.51 CL-52 - 41Z_ D.1. �42 CovER M/N•� (^5LOP,F wM AWAY FROM 29�NST) R.Fk AVA 21.1 — i 20 E/ JST $" SAnr, ! 2 5 v L.F. 8u ,S;aIJ. �-E�VEk O.-4C0'�o �.• c -- 'j,7w 5 'LT. O + 94.50 115 /2' L)RA/N I. I!- ICI-, tllllil/ltil, I /. E. 5 = / 20. 3 5' c.T. 3 444.50 111�M�itI�11111�1111'Illtll;Iltllll'I,ll�lll�l�l�I•,i.���liii�,i,lt�, f c 'r1 I I Iq K STREET S.E. DATUM PLANE : CITY OF AUBURN BENCH MARK: Mon. at int. 29 th a 'M' Sts. ELEV = 129.10 ROADWAY & DRAINAGE 2 'A_r ,? AL5 ANG W0FZK;NA1v,51-J,'= 3A4ALL C 0AiFCQV �O CF A_j6,iRRV} A ovV.A 1977 �aE SANITARY SEWER a WATER :.._., ... ..._ ._ .- .. GAO ,+ REVISIONS NO. D£SCRIPTIOW DATE BY 1 d ' I 4 Q O o � 2 Q W h � Z Q Z q V1 W W AM VI V1 Lm z Q J d u v W 2 Z .0 1 z O lit J z — I _ ti = O V) cr a- 3 ct Q LL � � 3 W 03 z tnz� z OF-- Q=N Ww 3 Q V YwV0 C7 cr. z O Iz Q 0 CO Q 0 i c z D m 0 a xd NQI-155-001-771 DESIWD AL H DRAM JMM cow CHECM RDS DATE JULY 1977 SMELT W. RS-! 01) or 4 SHEETS 77 o 7.sa 5-V -.2 lip�l/llll(fq��L,/lLLlllllll ll.!,:i:.l t,aa::.. �.0 �.... '. w. . il.'1:II 111{1:-1{lil!".Lll lli 1111111111." I; Ir111111r11nl.In CONSTRUCTION PLANS CEDAR HOLLOW for I. M. YOUNG 18,77 28TH 'ST. S E SHEET INDEX SHEET NO. COVER SHEET I PAVING, STORM'DRAINAGE 8 RS-I.- Rs-2 SANITARY SEWER STANDARD DETAILS 4 location map vicinity map f -- - ` ;1 A 1- 1< i 4 lu 2 _ . 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OF SEER 301r T. 21'-N•, R 5 W„ Wom . � AUBURN T.,� _ . _- WASH I NGTON' - F�6� N��� -t I3 � � , fit .1, 4 1' t + t - — i . _ `� i ' . _ \ -- s _..- __ moo. y - • .. - - �� AS ��M • r k r ' 4, i= , A t • i w so 0 as v Jb Y I y` IF LESS 7WAN VARIES `3. IEY=O` _ 'jyp EXP. ♦1L 10'SW/N6 RAMP ►� , - W AROL*10 ENTIRE _ A N6R FROM 1gR1E5 VARIES OF 1 ' A SL '/A LIPA"K�L- BlRIDOM FiIWSN '/4'LIPMUIL �� /►'AIC_ _-- - BE V/6R I SGO/QE I 2 .�-' t. s •F�I/:I� is `• j. 4' -- - 1 3/8" MAIL WHERE E]tSlt Q I EX77'' e./t DIRECTED er EWGINEER ' 1 ArorE. ears € evrr R SF"" B CROSS SECTION v vTY STRIP e, ALWAYS W PoWRED -SEPARATE FMMRW. '. RESIDENTIAL ARTERIAL ` /MESEMON 3's✓It' INTER, EE!M: 1V TO a le/w WHEEL CHAIR RAMP DETAIL �:?•ie,'w 3v„ _-u MIN 97G�wvE C M-) � !/z "LIP MAJC . PTNOTE: CONTRACTOR TO DROP CURB FOR 1 V AR LIP MU11 FUTURE WHEELCHAIR RAMPS. EXP_ Jr IN CURB EXP_ it IN CURB DIMENSIONS ALONG CURB_ FRAME; i6RA7E CUAI(V 200 - `CAPA07Y ..:•: •: .SL.ACK WHEN GATE %,S: DOWN. ♦ _ _ WELD C.4AIN To CB r-RAME - �r WATER T/GKT CLEAN -'OUT GATE W ITN MIN. 8 `GAUGE 5L IDE — u / 8 /At OUT 8 - IIV VE-Rr ELEV. RE6T2%CTOR PLATE 24„ 140TE : WI T/// ORIFICE /At 'K' ST• J— ? •• ALL METAL t-ARM SURFACES A1U5T I,BE MADE /'�Xa %N `L' ST. OF GORR6516N ; l2ESI3TANT 24f, MATtRIAL 62 GALVANIZED. COM PI_ ETA CORROSION PROTECnON ML/9T' BE- A55LIRED. FLOW RESTRICTOR CONTROL DEVICE ` TYPE 16 CATCH BAS I N. . '441 r91 rw�r'ae.. kmr�d+R"1111�IM�:tt..�:.+:t�c�,�,c;.+6,:-,:�3,W-.�;.:a,;.,.ry,•.::«:: r. .. ,,. ., rsea•1• fil a, 6Geer I QI,m,.0 p•.adrs •,As v ♦ cos• .• •°• ... root •,... _.a .sm-- _-_. i .�• .z .,, •dodo •.�.,. eta. a• •• rA s ,.ms .• r..• •f • .a total m.: ''� _ `. __.___a _ - foe 3ev 6es.w tali, y. 'roe a. p lido P... see NIH •aede•l •• s Asat s•• AV ad •�O D• ---- . p ` •: v P Pitt esr t.euale Soct.f. ', 0 IS,a Sat •3.2 Op.! - - O.rle, dale. '. • 'm aa; »A i ': 1 l TYPE II- CATCHBASIN B STORM DRAIN MANHOLE NO SCALE APWJO STO P& At/ dole. 296 �w► � 24r y Ye..Na a.., 9 to.er all SO.►•e•c re.aAd} 594 3 a cost as Co". _._. • _ - a is floe foeda, P p ' .,,. ,deaf 1/2- tat. a' 'a •-----Ecca.,r,c Gene 24'toatl- d- z �--Harrat .orts of l'•, 2 eta !- s I/2 sA' J.e romorohle, 'b /.crewlots. t . carer cell be P.0 p• pe.lb. 10r eaM . . ma.iile, to po It- I•itallid offer taatt ' D lufaltotl a. Is .ioe Rim•r• •f... iffe9f . • • - d,- a tne elf art lea is done .Choose$ to h• 3/4 hle,ht TtP G•ca, — Slope sho.104if 7-- atPIPE DIA 3/ePer feet . 1 w - _ I i i / .-Mot•: •••m• i C•.a. _1L ;.r •. "' -- j A. A • i_ J -'� TYPE I-C CATCH BASIN NC SCALE . •. i +r • 1- cut Ile % tI- Coe Corse • 4e"410 fluent TTopp•LTIC /iyr•��/� �.� �t�� Q 2"A•A.,•fi• coat - class 'a' w Steps, 2" 311./s Slope 11 3�i sf op • i� t 111404 77 L.-d/ 2- . r r , • �IrQ 1 - -a • i TYPE 'A� CURB a GUTTER DETAIL NO SCALE I � 0.0. , 2' fee Cearas i/• 0.4.11 Crossed aac►� % �• 6' PIT RUN GRAVEL — 5•t 'I A•,•, /.••• •° MOTE Soo -toes U at ea --�(� 1- Y••n D E•af c• �J Mttt•A lo.p.1 / MrrN Sears • east S•.o of Srr•at 3 ---'-- mass CI••••e•.�q.o.agir.A lode of lfra•f �•{• . ' ltNm D•au •• r•rro • Eaef Sld• •t steer NOTE :, SIDEWALKS ARE TO BE INSTALLED TYP. STREET SECTION BY BUILDER AT TIME OF HOUSE CONSTRUCTION - NO SCALE PER CITY. ORDINA9CE - NOT A PART OF THIS CONTRA CT. GRATE TO BE;, COMPATIBLE if I " w/ BICYCLE WHEELS :OLYMPIC FNDRY. NO. 5435.1 i w/DIAGONAL SLANTED "GRATE OR APPROXIMATE EQUAL. 1 ' tq Catch 11masm seat a_\ A - ---- -- - ar —A_'fl i.tfe• lode 4 cord s o..e.._J l - . ... 'S 0 -a Too $••►- -Catch hose . •: •� .� i rr , r EXTEND 5' BACK OIL t, 1.. /— Cat " O/A _ P/PE 1 ►M, PLAN J O d t 1 •.y --- -- - - --a----- I ELEVATION • at • Ir=,tar_ �t .i �11,� I11= Compacted gravel tapper# for pope of wo.hel• o.. ELEVATION SECTION' - - SANITARY SEWER by fee grease as Attracted A, Is• Esgruee PRECAST CONCRETE MANA&E CURB & GUTTER REiUV b d''IWG DETAIL COMMON SIDE S ' EWERS NO SCALE NO SCALE NO SCALE t r, WHERE DRIVEWAY EXCEEDS -1 ro FT, ' IN ti - �•• •• WIDTH, A 2h DU MMr.dOINT SHALL %da` �'• BE PLACEO'Lf�N6jTi1D/NAI_LY ALONG � 5 . Si' 0R SyMMLS. CL.YALAT J% A1AX vPR1E . � � r SA" EXP .IT. • • ° ti • 4,� \ °.•=•.•+°`•y tar+ •d° �, ?. �� \ ,I• , a, 't i• A / A� ._TYPE "A" CURB GUTTER �� ° '"''� •''' r • (SEE PLAN No.1 A:PW.A) .:-., , ' .:.• \ -ter :: r ` MA7DI!/"EXIST._-_ � S Srae.,r. I• .i It' ram• - 3b"FJICP_ jr DIMENSIO_N 'eV • t ARTERIALS MAX. MI11. (0'�CONG RESIDENTIAL 30' 15' •- ..;�' • INDUSTRIAL 0C�oMM 45' 29' .. •tom '• :• . ... ! _• 1 RESIDENTIAL 20 IQ' • • '• L 21'�4/I�PACTED-�,3,�9• ,- INDUSTRIAL COMM 45' 24' '- MINUS CRUSHED •r e, ROCK WHERE__. � 1 a ' 6"' C MPACTED SUITABLE AS. �BAN_K RUN GRAVEL DEMRMINED BY SECTION E EVG/NJ9R. t„ •--die.. le.•�t•--- _ A A TH! R" x-�-� D Nor�s I. CONCRETE CLASS 5 (1- I/2) .5 SACO#—'CffMENT'PER C AIC YARD AND-MA71IMU 48 bP!& dF PURL IC WORKS OF F 1/2 WIM. 5% AIR ENTRAINMENT, 6`s'><1(-OF H- 1 IRN 2. /NSPECT16N REQUIRED I RE ACAdit CONCRET .. �l EN(INTINGs CURB C` 6UrTFl�7 SECT/ON SHALL BE REMOY� Fp_.TbTHE NEAR45T EX/SEXPRrglrlS%b''•'°'*"ie' • 3. WAIERE DRIVEWAY 1tY BE'CONSTRUCTED*IN EXIST/NG�(JRB 7J4E �IVTIRE +� JO//V T OIV _H • :SIDE -_ OF..THE"QP /Nd; 'A�1 /D" -REP. LAGER ' - - • _ , A AN tliVAtITNoRIZEo oEVIAnd11 fiom 7ii►E DETAIL$ -S 0 SHALL BE CAUSE <-�,, p►IMIECnOk OF _THE IMORK. Alk,` "- DRIVEWAY, TYPE "C" REV 1 8 1-0 N 8 108 NO I•I55.O�I�7 I 1 NO. 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