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TED4001896(4)
PRO-i Na list eta Improvements Burnett N to park N-Su:rvey,Notes, I+ 5 ' F. t15 tl 1 1 6 O B + 90 . 16 + 93 . 69 + 94 864 9 6 6 2 + 104 1 3 + 3 C 1 4 7 + 89 . 26 + 8354 + 6155 + 6169 + Bi50 + 6 4 6 8 + 7 6 7 6 + 6 9 9 6 + 143 . 59 + 88 . 50 + 102 . 56 + 98 . 13 + 95 . 19 + 9 3 7 3 + 9 4 0 i + 6958 + 8 8 2 7 + 95 . 60 + 6488 + 6 7 3 6 + 57 . 89 + 72 . 64 + 9 0 1 9 + 2910 . 29Y r it t� .Y 1 ,_ • A :�� „t ,w as a .. *.en .� x��/ c� . 1 l i e S1veM ^t.if, kyJ m^ ifi? .a '4 ¢Y I p�� •A°+-' .#ykaY+r •q�'Y".x ;+.;FSt 6,+- t r ., ,"�n� it f 4 ) {: y gJ^ Na✓. /907 Al / 5T T - 577. 5 to 4, t 4 L x G is>NvcE - s a- G✓.v o. 0 + 50 44 35 S/.OL 57 90./6 t / teo 5l,0� so•17 so 43.69 / sso So,17 Sz•zs so 9s•8L � ztoo sz.za £4.L3 50 9a.62 Z�So 5 4.L3 Se.s3 Elm 3l00 5e.z3 So.30 /�i0 'O/. 47 4450 50•30 4L.ro Se 89.0 5 fm 4b.i0 ¢4./Z 50 835¢ d t5a ma• /L ¢3.9s So :c fco ¢�i.95 ¢a•zd So B/•vY 6fso �4•za ,. � ¢5.90 So g3.SO 7,400 4-5-9a ¢S.SS SO a4 . 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RIVFR ROAD Clean- HILLSBORJ, OREGON 97123 Efficient- Phone (503) 640-4212 INSERTA TF'. Patent 4365e29 II .W ar L, INSERT-A-TEE SPECWICATIWf All rubber sleeve-Meets or exceeds ASTM C-443 PVC hub adapter-D-3034(SDR")) Clamp -302 stainless steel " r INSERT-A-TEE CONNECTION FOR: 4e*: ' •PVC •Permaloc •Spirolite •Slip liner •Ductile iron •(Thin wall main lines) 1.Rubber sleeve Va 2.PVC hub adapter 3. Stainless steel clamp i INSTALLATION INSTRUCTIONS: 1.Hole cored with a hole saw 2.Rubber sleeve is installed :'u::the PVC hub adapter into the rubber sleeve with the insertion tool.Tighten stainless steel band. ,t YM-AU W. INSERT-A-TEE CONNECTION FOR: •Concrete mainlines •Clay main lines is All thick walled main lines w + 1.Rubber sleeve r�. s 2.PVC hub adapter 3. Stainless steel band 1 1 ry i INSTALLAIION STEPS: 1 (thick wall pipe) 1.Core the hole with a diamond core bit. - 2.Install the rubber sleeve. 3.Install the PVC hub adapter tighten the stainless steel band. INSERT-A TEE A quick, leak proof sewer connection INSERT-A-TEE: A quick,!eak proof sewer co.mection,here are some reasons why. 1. The insert-a-toe is an infiltration free,yet flexible.fitting that is easily installed. i2. The insert-a-tee can be used to make connections into virtualiv every type of pipe manufactured. t 3. The insert-a-tec consists of 3 parts'. { •Rubber sleeve E •PVC.hub adapter •Stainless steel band C The rubber sleeve and pvc hub adapter are contoured to match the inside pipe curvature. 5. The sleeve is compressed by the pvc hub adapter against the wall of the cored hole to create a leak proof seal. 6. The insert a-tee does not require glees or epoxies,or bands placed around the pipe. The insert-a-tee fittings rang.,in sizes from e'x'to 127a'. 8a For installation into a concrete or clay main line(thick wall)the rubber sleeve is manufactured with just one rib. fib For installation into.we or thin walled main lines the rubber sleeve is manufactured with 2 fibs,(The"ribs donut effect the seal of the insert-a-tee.l The wall of the thin wall pipe is sandwiched between the 2 ribs on the rubber sleeve. i t } 7 s WIdyFF ' •k' IIr r . tow INSTALLATION INSTRUCTIONS r.V.c. ' _ � 5 Tro1�NnfIM+IN\11FN�wM0r1 r1abI NMIN �,M'P��qumgr!+ Nb WON xxonlux +� seta dl Me mvw Erb w eul lxee11xp1b Unxaew AfJI1.me Ilan NKM b 1neF uM�; O l t+ OxxF^^Vxx.rxeW n xW.atl xeellxM,w M OxN ea pe o;A a nw 1.1N4 ro deed 4W.6W.ii 1W-.*2W %,'► P.V.C. t.xbb eEllalO.N".fiN'.ei',tOM',qq"Mbeew P V C. •`% \ r rl 2.AImFI NNM M fy1x11.0 wMr xw wMl.vMx'J�liry ILCn�g IM.W a Pao.lWrkaN beexaxr nmob Wa eM xv anPae Mx PVC MAIMtM.arx M .o.�b. rNeNVxw^ dMwasMq pp _ b lPlllld uv'q. 6 NexB BUIB McItM mf.rN lbuNd]p gppFrlY P.V.C. 2 On M tM ww,q 1M,Nave' w"Wm tf FPN N b . .--_ Ytl Vlw'an EM MFn wMq• fpbM01 oIMGndrn M.xgba •' ,:. •v ,. .. xM dlxxe llaE YrGOM FrrxC nFEM IW P.V.C. Abr xN" NM NP Mv. nrp4tgp M iMWuabrn] F.wyr 6 INSERTA TEE n WICN.MMtft p SEM CI,vN,,,,, 1 Quick- AaMxlferAemeN.wwonMPPcxoxwxrronx Clean- MAKEATEE lNM10YreI WAaOW roan Arnie dread,. Efficient- Patent IN: KMP"Inl ka pvc hub adapter -PVCPipe- �- Mal exN mwnm sdr iglNn ma,craw i atx 35-?c34 Concnft- _ „ i 1 � I � � 'Ir 4 enepuMlMxxN vpwU`aM .0aItate Clay Pipe- t �,.� wgrq ms Aans,u•ranNrw mmx ruxeb S.9 #304 band -Ductile Pipe- + 1 at W"S -Slip Lim Pipe- - acme huirdrl4er-5 rubber sleeve -Pa^^+lok Pipe- -' Nc-443 hub adapter plate i A KeepnpNLnwnb Na i.xM+eFe'.k PVC wen EW up on to ftwawi PVCIwo_w w bMMMr1WM. 52 31M PVC Mb.IO NOeb MFeN.RNDMO PVC nW atrbpN n nepr MMw �..�i 91. awl! � �� Ny pt MnuwOdiu.w•r�ao.�n ow«M�i Au,a ra0 inlo IM PCv nW Ae.png Oaxx ouu.a up Inm px'na1 inP'].a PCx PNca luE d�vb uwr Amn•op xna lum ANp1-11Ee PM@y FMoM Sown robp a nue xpyAb FOWLER TVm INOtlmvr Eown unm due nonEmui rrm Pvc rbwn wpm M.IPp a rvopsr wwN NANUFACTUReq COYPANV NRI.aeORU,OPEOtAe e212] PIbIN Ifie]I fix0J2t> ii ' ro 7, T- PITTSBURGH TESTING LABORATORY [ .U]N) ,,... .,, B .. C )1 !11 S [ N404, w 17214 l %C tOPTL IND ORFFl GO p]1. v�[�I�sO CML'S ro.ru ORDER No. PO-8539 °"••.ro...n........ ....r......."......... "a" „LABONAYORY No. ruewrs No. Vertal/Mr. Fowler May 20, 1981 rIL[ No. REPORT (" Report pl + Fowler Manufacturing Company .{ li 402 S. W. Walnut street Hillsboro. Oregon 97123 Attn: Dwight Fowler Re: Air Pressure Tests on Fittings at Portland Concrete Pipe Co. , Tualatin, Oregon. Gentlemen: A representative of this laboratory was present on May 20, 1981 at the above location to witness air pressure tests on tour "T & L" sewer "T"s. The "T"s are made of PVC type, white plastic and are designed to form an airtight seal by means of a rubber friction gasket between the "T" and the hole in the concrete into which they are pressed. This connecting seal , or "boot", was the part being observed for the purpose of this report. Two 4 inch "T & L" sewer "T"s were installed in the usual manner into a rtandard 8 inch concrete 3h' length of pipe. Air pressure was maintained at the following levels and times. Pressure Time Results 1 5 psi 30 sec. No observable leak 1 osl 30 sec. No observable leak 10 psi 30 sec. No observable leak 14 psi 30 sec. No observable leak At 15 psi one of the end plugs blew out of a fit' , be reinstalled airtight. The testing was nd could not termin- It should be noted that no part of the "T & L" sewer "T" faile. the "boots" being tested held pressure without failure up to the observed pressure. INSPECTOR: H. westlun.:. Respectfully submitted, PITTSBURGH TESTING LABORATORY dam' �) 44—. DRS:vs Do,lald R. Scott, Manager Pcitland District i k Jic r� TIC AT II.A.l. State of Gregor. PLUMBING ADVISOR! BOARD PRODUCT FACT SHEET For Meeting of February 19, 19K _ Agenda Item No. II.A.1. Product Submitted by Fowler Manufacturing Cotk./-S03 - —4OZST7.JTn.UC'5L7 Hillsboro, Or 97'71 ttt MATERIALS- i Sewer Line Boots PRINCIPLE OF OPIIRATION (if applicable) : j T 6 L Sewer Boot gets its seal in the corea hole, 1y the pvc nipple being j pulled into the tx-�t, causing an air tight seal around the in=ide wall of the a,red hole. SANITATION: i SAFETY: ENERGY USE: CROSS-CONNECTION POTENTIAL: APPLICABLE STANDARDS: ASTM C-443 STAFF RECOMb1ENDi.TION: Approval ,yJ 6 Prepar.d by ✓' _._ Date: r. 4-4, rQ!f¢U4 , .NORTHW34AT TESTING LAa' ORATORILES • Al 13 N. MISSISSIPPI AVENUE <exmucnex n.o•c.Rw P.O. B O X 1 7 1 2 0 •�xwwo�ex P O R T L A N D. O R E G O N 0 7 2 1 7 �nom unn canoe <mw�c�•xn.w •mnwa +.arc••mn„x •a..,w• October 23, 1981 T 6 L Sewer Boots Fowler Mfg. 2865 S.F. River Road, SP-11 Hillsb ro, Oregon 97123 Attention: Mr. Dewight Fowler ,. Gentlemen: Subject: Hydrostatic tests performed on two (2) sewer boots submitted on October 20, 1981. l R�rt: Item: Sewer Line Boots Test: Hydrostatic Pressure Method: ASTM C-443 Results_: PVC Pipe Concrete Pipe Hydrostatic Pressure, psi. . .. 13 13 Duration, minutes. . . . . . . .. . . . 10 10 Disposition. . . . . . . . . . . . . . . . .. Passed* Passed* *No leakage, failure or loss of guage pressure. Respectfully, NORTHWEST TESTING LABORATORIES, INC. Paul Irish, Portlan Manager Report Number: 242605 a. d .i �' kA& a a .r ► " !���': Ili �Bell _ 1 �...... ------ ED � Irm Big { • ' 111 ji 4 i R r a r 1 1 ' P �1 •� ft ! t �S r T' if 1 O � Y i• 1 4f rr s u • fi r �• 5 F e *ti f� y J E B'Lfi "• �-L'l4 -toot E+oo,. 6S 8e •r� E9D0 • (�7-U"962) 4 1011E s /'7 -ri00! 6•b'PF'.. j,.� __��tA•OI 76 r 10 c+a h"'+l Wo4r70/ ipmt4'7-7�) MEMORANDUM _ N DATE: June 25, 1987 TO: Bob Bergstror .. FROM: Gary Norris SUBJECT: North 1st Street Pr0ect The proposed sidewalk relocation to back of curb on the above references project will necessitate the relocation Gf the street light foundations so as not to be in the middle of the sidewalk. The relocation of the street light foundations and poles must be given special c^nsideration due to potential reduction in overhead clearance between the street light pole and overhead power distribution conductors. There are several options to be considered for the street light foundations as located from center line. On existing plans they are located 22 feet from center line. I The following is a list of options for locations of the street light foundation from center line and the resu'ting impact. Option I. Street Light Foundation Relocated 24 Feet From Center Line 1 The present 30 feet mounting height of the street light pole will i not have enough vertical clearance from the power company's overhead electrical distribution system. Solution M1. - Redesign the lighting system to a 25 foot mounting i height. Cost to City: a. Fr7ineering Cost @ S25/hr for -, hours (design 6 drafting) $ 600.00 b. Ond additional street light pole 1,300.00 T,�6b Contingencies 190.0C TOTAL T2,1Srq—fff Solution N2. - Have Puget Sound Power 8 Light Company raise ' ,eir overhead electrical conductor distribution system. - They would request the City to pick up the cost of redesign. 0 6 1. d 1- + t, y l V I • North 1st St ,et Project Page Two , option 11. Street Light Foundation Relocated 23 Ft.t From Center Line Enough vertical clearance could be uaintained at this position from the power line and no redesign would be necessary on the part of the City or Puget Sound Power 6 Light Compnay! The problem would be that the light pole would be mounted in the back part or the sidewalk instead of behind the sidewalk, which has been our standard policy. See attached sk^_tch. T Option 111. The third option is to leave the light standards at 22 feet frnm center line as now shown and jogg the sidewalk around the pole and foundation. We have done this on other projects. No change in mounting height or, redesign of the overhead electrical distribution would be necessary with this option. Please le' us know your dispostion of this question. CEN:djg f 5' I ya 1 1 r PRO-, N. ist 't. Improvements Burnett N to Park N--Survey,Notes, 2+ .. "'.. '.��.: '�,,. '�'., '^�^""" "*f!�'�'.... �-•.�s..- ...^*ter*..". .."�'+�+""` ;__...._ `__._.. • � I 1 i 1 Slums It S1iiN5 w 00l t CI me f S1iiM5 05 111- C r ....�..:'n r?R'sf'r:• ,� .. i. r ,� r. - q . i , �.. .M1 .. � d� A f .. � 4 :K �4+: _. . ,. n �ti. • , • � ,I .� s a ak �' • •' i • �':. �y i 1 .: ', ' , .}'�14((� y �t q i � J..' .. � � - .. M a` u f L i b i . - � ' . a, �'' ,,j m ,� �. ��- �p :.� ...: ... �.�xw s..� ., .. I I Y !`fI EI.Er and,sy 149 q. sf 33.17- 0 11T'r., at,92 3L.7Q. /BqT_ IJT y +6 r a e i s7 a• . 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So 3t/,B8 y0445.d9 - 8496•/Q 44L25 9+d9 . /5 - /v +62 le7Z. 65 /,0-6b- 95 _. Currc Ge-�e/ihs 47. , f : zit<' r #0,1-4 r /A8?',,. zs.4-0 — ,. 154 /et 4 1 L ^3. Y _ s� Ms Phi Y� 2 T/Qr71.�a� )/p UipC S:Sa�1 —i ZOSAAS 5�c414 v/o'er /6/8• /2 3094. 'l /7rr✓cGvd�_ �i^i��ds y as '+. !/ri✓t ceps c/z 2' i 9 9 I I -Jn:Vk• i � • f 1 , /°� TY�'� CJ�i✓�=v✓O t/S /✓fir-y�Lj :. .rc�� —� .b/ SY.. :.. 3¢7 :)r 'A T�'�7n•r•�O'►7 7'v CX�,t r I Cmrsc /,,.�ri�.0 u/ays 9 7ofo/ Urivtwoy 7ea SY. Tofu / 47.00 GG 55 .Ur/(/C.rY(tL�S 402.os Lgoi, Z- S4y ZB02 �F i i 5/aYs., i � ♦ � a �"91 � h4 a. k � _ r { ey J L �. A �f♦ P 1l � (f � , x i' �I :a ff /, Aft }Y: — - r or r ^k � 170. 0 1«. 1 ;t 5 (05 3o3, 7G X0•/7 X /50 a Sg3. 7Z ToNs } Z000 ,q M :�an7c as �bovG 8 ¢3.7Z f{Td �`z1 8So TntiZ$ ^ro5, 303. 76 A 0. 39 x /Q/ = /5/Y.z9 To Ns z000 '7 m y113C- Trtr.�s�io.i ABac•� ,�� 4//�t1 I r.as i-�es fo /:�gdeo� .Q//Gyr /p xi2 X x 0./7 x /SL 6 •Lo Tom ] i z•oce /O x iz x x 0. 33 /4'/ //./6 TMJ i Z moe I I I T I• A I I y 3" Q rs rill �~ GLe x b o TB /Sd /6s AFC _ruSLiaC/ yOG•� Gorn c o c lea" I v or /-.�z - !bf5o /632. 3s LF 34 x /6 32. 3� - 55, Sao. 92 SF. 5S Sob.72� '1A.mvs 14Ve e/ /6s2.Z3 N Z- /9o4.ao i�u/mac/ "'Ove ,-� �Ur•�Gf� .gYf ram/ /700 .i 8/�c69 2L Sc s,a".2e 1 9 i 7o,4./ 41reA o{ Y Vn t 303. 76 x 0.25 X /52 s /240. 77 Tows ,4Td 3 � GLB �a� /25oTo�..JS nee as .:?Goon - 1240, 77 C�usfico/ .hoc /� 14Tdi vm.� /z50 To 4v � _ 05, 303. 7G A 0. /4/ - 230/ 1?6, 7oAv5 G'' �.cC uc.c'y.12�J0 %exa 6 .zo Tons Zoca7 e7, 33 X /4/ //,/(e T.dS 2 moe I L_ _l Y A ,r I ' � 2 A J � II. , r u J� 1 ice• N a i t r • t' R i a K 1 +-1�1 �`^,A, ibpsy +.,nP"'xt,�,..i�?♦.a Ear ,it.0 «3^-� 4",I' '*Y1'�+1�..13'-r�• sh�A 4?�h+ �� � e+.'..,�.,v, '�` ilV.a.e�r�d4kl.4f�aK3Miaw6�5's.vtwa r dSRfS.es..G.ua�;cwka v�ei e;e ✓rd3d3 &hi;,.l �u„x�M.: :n Y i` v� �bi�e 4 •b' - �� 1. Y r t Q Y � 1 K. Z . 1 rvj tAd d h hL ^ 1 i r 7 IT Y t ITT l ♦. ^'� IL 4 �rK fit: ../ar�w�c Sod -�� MP Torte oi / 5.s K i x o. ae o.vc�zrd�Fr 8/ TNs mod 5.5 x 2 �bn --► /S Z90 'S P 11/00 fbf/�i�J«i of T.e..�h I r S x 5 k 704 i. T X ¢ K —S 38 ) ? _y 4$4..�J/ ions Z/ -4veroya ve�t�i .3 � �.67 x 3 e 7,2 9 2 7 s3. 3z- t .9�i'�ee+ fi�rJur�d TY.c'E .T1 G B C�"Dio. ; Qv . µ x 4•h2,3+�- 4/ 97 A4a FT \ Z7 - X4 47. LA Tam: Z7 � i gay / Soo To vs 2/ x i�So �dsO 5•y. ' 9 j j F-, �1 �7. R t Geer N. i r #� `✓u/ Ae. r�, i r I I i i U� 36. -1d I I I M v 1O_ rj f` J � 1 1 I 5 35 t( 3 C58L i o• s9e3 D.91 d3 t 1 . f� i iYy, i yA iD �w Goy. N /Sj +f ® ej = 4 � D3 • � L � b q.5 �S d� Cos-4 i / I 4 �in� Ujr Zz.So 3 - 0. 70(�7� o. 7075 0,70 7S' �. L0. /7 • Zu. y ;,tie, r ,.�.� „� �; .�, ��;� »; �.. � •. - i /P G L T qT s.as' ,ss d$ sa'l /44, 771 ie•r i i z J s s' F 1 1 5 N _ S . Drp�pbs e(dr god ewM rh6 teI}vei a vNd 1hr poq.'i�iramd L —,_ Portion of Government L.L^ 2, Section 17, Township 3 North, Range 5 East W M., in King county, Washington, described as follows: Beginning at a point on the Southwesterly marginal line of First Avenue North (formerly River Avenue) 261 feet s Northwesteriy from the point of intersection of the North- n., we line of ec Lot 7, Block 1, Renton Farm Plat, according we plat thereof rorded in Yolume 10 of Plats, page 47, records of said county, vith the Southwesterly mrginal _ line of First. Avenue North (formerly River Avenuea) as i shown on said plat; thence Southwesterly on a line parallel to and 261 feet -, Northwesterly from the Northwesterly line of Lot 7, Block 1 80 feet• f -! t{�once SOuih 44*48' East parallel to and 80 feet Southvesterly of said avenue 2S.S feet; thence South 45*12' West 79.36 feet., more or less to the f intersection with the Northerly line of Commercial Waterway District No. 2; thence North S0613' West along the -North line of said Commercial Waterway District No. 2 37.67 feet; thence North 45*12' East 162.41 feet, more or less, to the i South line of First Avenue North; thence South 44.48' East along said avenue, 8 feet to point of beginning. Situate in' the City of Renton, County of King, State of A f Washington. k `ik yl Nw- M ) i vw"V, } r '"� QA✓/D BU� Pl�OP��2TY ' �•12 pl e 4\O ` 3 0 tit a v q' C: 44- 48 E qAb lg•�O N v h h P: 9 4�' 10 _,__. 37.67 �1 �i �Y n 1 � I - L_ � 4-0 N N 0 q 7 d .4•Z9 � a �J m y P h 37•s PO ' u A/n U�tiv Aaoh.v�. „V 00 t ' �.n .� wig »�.., ,r.}; �.: A• m �kp F.�, *- l� 1 I Nt�W�l1G2�T' W FYJLt GG7r�p T/ON i 1 7 Z3� Sl%GGE'STEC7 LG1..RT/dN OF STRFj�T G/GHT W�s}p� NT g ARM. I S,Bp I GLiAR L 1 GG�T' {w WEFc' ---.-- LC7��4T/ON I I GESTE,O LCK]/f T/dN `>Ti2EET L/GHT W/SOS 8 1.4RM. i SFc r/OAc! .5 T, �9 7' t , T VAR/E5 �CCYX.RIVEMEAl UA/DEQ AC. aV/A/G �' APPki�iC. DfPTIJ Co" Ex15511y6 C,e055- 6ECTiUN ao, , 2' 9/L�W.dL.K i Q50' ow, 3A7'B 3'ATB TYPE A -- CUA73 ¢GUITEQ —2w ~d• G"CRUS</ED Z-rre /V4 "M/AlU5 f'/ZUPUSE'D CQO55-SECT/UN r '*'!" .%:'l +r •.. a3 w't»'rX�Y�wi'w §vxr +t '${ L r k GvaerN &De) U.4Q/ES r. Ff FAT A C FI�V I C£MO✓E EVST. CU&786 DER AC. /A/G GU ,7525 -9 SiDMACAO '507'k / 5/!)- L I �tiG c,�nss- SECT/ON G' 2' /WW4LLL' I - LAAID5C- PE AREA Q �4"TN/CK TOP 6C^�L ':OD TYPE A CURB ¢CWTE2 D AACt Pr�JPUSED CQO55-SECT/UN • N ^� TA_ 64Ev. -/.4d 727P 4E Gu1,Ei OP NiJrJ /f�E G�PADF �fss /5 cT 30. /d �"29 /9J0 GT 3/.62 �110-so/L6a c_T 3:77 t/S.SD B CT 32,70 3/, Z Z I S595o /C ct 36.26 52. 78 35./O 3t.7< /B.So GT 37,(4/ " 35 9j . -... . i i r Y YWIW ..e+ur........ w�rt+.4+���w��..u.e+.Y.na w.wW.w... �w�.«—.ww�rw��alNlN�WMiwXWPY••xY�IMIMMBYI ! e i 1 ' 57776ET L/GMT/N6 8o 0.50 S/LIEN' i i .2/DE Y10/4- IL W. W. . Al. /sT. srREEr PROPOSED CROSS SECT/ON - ...................... l l C)rcleod h > _ Blue /frc 5or� c % p.:. cc ;: rrJ /-Ted Aye F77 ,J OF are L_ M M +i i ,4of/s DN/ Mc1ro y ' pe,bl✓C L18ERTY� QK ' Jff ;, c DAR RIVER j PARK Ilk CITY HE f �.. - �t.' u HALL f r • x a. �F y, / 7 Alp _ Z //GY fl " u //p ug rr0/ a Clip Ow / fl " O � _ � � ♦�G z' Nfl b � �ND 2Yf3 u •+d� � _l!� «uunlm nauylnul •4..Hann u1 uuellnuu y I tnuuuulauyuunlut q r� � tltltltltltltlPtlt+Ia11�• �� L 2 �+ •IIIIOOOntl'tltlpel B�aaetltlpll� ��. -- — 1� '_1 �, r it G \ � 84 lea : 29A P,, ez � - /; Cw.SIC» i» a¥ c Al &¥c c ecc z � 0*f ;7c ��eaiaw m_a��_ � � { . ; P619 Ave. N. Fa► � r 8-6-6 F x 2 R3 Eh,36e ar e 13K Cnc WmK, a 5d } 2 = CW Jn� New ieoZPh! /v & � - � Eae: 3& 6 & k& Ry r65G » . 3* 6z v £d yia� as ze0 +»7 �7ok� e35; well» A,e _ a . . . . . . . . . . . . �\ OSC GS D TU". ' USG":GS DhTG:•. TILV. 27.89 ZL--V. 2943 Ec:ISZ D 3`•. 3P. r...T. CCR. :IILLId3 110. €W5th '0a. CR�Z+;�.:L.D 3%. 8�-. z%z. o✓E sT CC.'.. Y • t 8tr FB /55 USC&GS DAru3, SA7 E/e✓= 27 SAJ P2 "/7 8.6-6S ZIZV. 28.81 c, • CF.ISL:- :;K. MT. C ..- ::..I. C:R. _ - Ch.S/e d Se Bm. C w 2 N of- 2 'Ca,vc C.w. sue.-ae. ieod,Ng ivro Nousc 33Y .6alAlCrr Fi7,q //22.83 4 f �1^ 4T. Prrny�l}�vc Nn /IIa.G�J` Sr £' Pc//Y Arc. Na, Set FB 258 Pr FS 9 4/,S 0 I-'Z-7L BM Fle = 2729 �'G3 M2-7Z BM F/ev.- 26 /l pp (� /1 C•hi sd led J•y'sar2 We. c..d Q..s ?"mp Island oh,se/e4 eaare, on t7ocrk e W / No Ct Lu.C.Cvlb A cc St -v CE C on Nc. Sde L)r,vr Nay oT .�xar+mCnf'S �fe'it Side. Pell Ave �/c, c IGc' S.- oP flu. /vf� nr Nc 4t" ST i (3:.rne* Ave. No, pp,` Fier. /Z�61g4- f a- c� /Z�Z6�8'I' D•G• Sr e Park Ave. N�- /Yo. 6t—` ST E Wells Ave No. _ .$ell Fa zs-8 sit F.a zse E/ev - ZS.9 'Y. L-iz-za B.M. E/ev,= 27.53 .9, 5 • L7ir,3�/e../ ware L�+c� W iNost S`,.Yher/y c/•re wa/r Ch,Se:/ed 5'�uare back �.' 1'�. /CGS $o' . ct' Nc.G'N h7 F A+e No. East S'de o,P We/IS Ave 14- wand C+�- , Ket 0V•nCC No. eF h./cusc �SYG We/% A.e.No. $i Ed'e drive Na amp.-c,c. ico• �. a-PNo.G- S77 / ,�Trayi �z�z6/BY• /�• �s, FN�r /L�z��B� o. G. - s. .tom.. 1 Sfarm Drtt� 0° cPc2Z.t1Z r 9yl.Ory + 43.85 rZar 12 t12�21 t1Z+ ZR l t I2 + 22 + 12 + 2s = 2-1S.41 Say 2 79 1,.P I ( I 1'2" � � �4.�'L + IG0t219. 1-7 + 286. 03+ y7.o�+ 143•t� + 17St• IGZ 1230. 31 Say 2 c{O L•F- I Goners+e Snlei- T01n1 Coon+ = 1r. [r.e.3e plan) !j rm Manhole Gotch Basin TOt01 Coun+ 8 ( see plan) AMk f• -77,M7 t 211.S5 + 203.Os + I ET . 5c) t t G.cXj I �xan,{Tjry � -v+Gr Mtanhole, To+o I dun+ = 4 L plan) I. I ,„wry r dP r� ^ Roadway 2 x 4-0 2.7 i<i-walks _I X - ??:5 G. Y. 27 5G2'Z �rre�r�.t C-3orro.... $RGr3�wray = I x An x IC�C;n E 27 S'dewalk = 0/t2 x co K!65oxz _ 483 .x 27 TOlnI v n+ T©nnace i Ate.Qrn I4Zrc �� x ! ray K .2 aJ 33 ,jam. _ f..J' �i23 I00g ! `a t �i"c� P+pe = I� r 2e3a• �3 t- 77. 5T t 211. 3".. _ 1 nlc, f2un G3rtavel �r T?Brxh t3=i_I�fill wi�fh o{ Trsnc•h pion. r I r=T AA--,age Ckplh TcnnaQe - (2.GT - 0 K 95Il I.9 —r = I4Bo rol s 2-1 Arno Arcurnd T S c.9. Manvlole c4ell, u a.) ,f AY�-o = 3_14 C - a—c�`7 : 41.91 eQ.1=r. 4 .reT 2 Y. 2T ,u,,,,,:., c _ �" ¢ Pipe _ AverO2e IOpthh 8, re, Se rann� =j2 • 5 8 x Z.94) 1 _ = 4 l 4 Tong 01-^erw�S�7 la{iS rCon rol r�tal '1'onr,� = 1939 �n9 ' V e ha A' iy u. ,.� r• � .i m y ,y ry 1 P x M cy •i N: r �4 r t .a Y p r y .i r 1� r,. �e .CRRF•A I r%,._,a an,..� . �. fi �e An ". i..tx.A k t 7.ai' t��� '::x `. m Jbet��i0�b'I IS�fr.f s Jt ui' net 1 yl f � so Poo 17 .. � , .' i t • . tl y �� � Y14•j a ��l 4 yMr} 3` W` U/GG I Io c7U h 9: /-oa:ur of �Cu� d• Zo i 4 1 i 1 v ' 2! a -FY. .r +• ,+� ...s;5+�`3�a r �. t , r, x ��, "..H� e��y', t rl�il' <..�� yx t W.0 r �e4.OIIM\.._uru............ � ... ,.... .-.. ....-....ws,�l.He 'hVYU•y�M�Mv�IMtnIMLMte,Ny111ti1F'M`F 3-BO ROADS - DESIGN OF RIGID PAVEMENTS DE F SLAB THICKNE33 BY SHEETS EMPIRICAL FORMULA (. nV'JtrttJe5 and thxkne55 of plain Or reinforced concrete and Cefnent boo d macodom OJe - Corner) br'of i ijo-Aebers tree �� Protected by Qdequ"te /odd transfer at Pc3r:•�..,-_.; �. joints and crock) Jvch as ahooyy.."�+ on page !•e/ for — unreinfdrted slob) and Fbye!•OZkr rrint�rm7 Jabs• [tie• ��C •br� Thlckress. t Formulas: J • V s / tt+O.B3d I to /.Sti 4•04 / to= tP75d, d far P=6'edg"slope 0.•L4!t:/for!=0'edge J/ope 4-L!!N Whit -.10•nrkers scan C s -Comers unprotertedno adequate/OQd tspntferat 't/erOet l _ djoin J and CraCkJ.spOne contrOCti0A Ord warping joint; /S2S'CMhrt and OXpQnJ%On ja/htJ Qt 90'tD/ZO'[en terL .Slab M%CdnesJ at fYee transverse joints to be to and I 7h,ckened Fdge,. E, J/oped band S'to /0'for Micdened edge dedign S. APPLICABLE 0E310N3 FOFRiu/OS: dt= t ti•ae5d, ; tr dr-0.474 (ASE Z O.SJ by root trtr forma/,: 4• •t,= L w: • /A•tilbrm 7hirknest. j Where t IV+Mov/nq wheel load in pounOls.Factors L 9T and 21 - ;' it Clude allowance for impact factor of L20; for Other Dnpact fOCtarJ multiply l92 or 2.4x c • CsefJicient of subgr"de support,see Table D' TARAened Edges •S, Mad./us ofru tare or t7er /Strcn th•oJconcrete APPLICABLE DES10NS "c or a y. CASE U .7ecommended value of S'• i Modulus ofrupt,usuo//y varies in hi hwa rar t;ce f am JOO to l75 Foundsper Ja.rn.FI(LA-DESIGN SECTIONS. A AL d XV s[4 u1I H ro /lyh lP�11 N 1 e 9 /0 fl UB N Strtrtrr a ter"✓trope cMrKM ud r��//,}� rsuret. W5 Rhlre wt•o o$3 Nhee/Loudto tlo jsrdJ ofppy�d�/•7tafj, bed glut h any ri"hocl)ap,G/ied at slob/hterb,Le.,1h!Art rm,Ong edge.The edge and corner stresses "W aAy r ,moty Me/nhritr in JkabswiM ga - edge37e M;'Ckened from/JJ to /.i of tl and sloped 21to!1,and with jams) and reinforcing designed as shoa/n a,, ruse)J.e/;02. A-ModulW of sub grade react/on h ib Per s9./^fG seHke t ofoneIr hboJeO on al'or aOs',TttNement ofla dial riq1dcircu/arbmrrbq - p/ah.A"sAould preferably be determined by ache/lets wdh sub• - - -,. -- gnzr:h weadened condit•bn,/.",saturated or t7'Ost corning ow Ay FIQB-STRE55E3 IN SLABS OF 5;6,7'eE8' THICKNE35 (BY WESTERawaDJANALrsis). TABLE C•RECOMMENOEDTHICKE DRE TI 1 SV E µT 7--4.717-• 1'5/oN. C/o #Si Tote hAbs_lic /o/bprr __100 _ 1.000 _ _ 3 to /0 8 . 7/=S-71'. 2'Slope-- �. /bir Nerd 20/bprr t00 0900 !0 to 1S a'-a,-a",_2.Shp". L_ Hord !0/6pr - l00 R04P 20 to!S-- 9=i•-9', P'3kIPe. Or"re% Very hlard Ip y pry_ _ 400 afoo 33 Jb SO /0'-GY/0', P'3/goe_ ooddOro+EJ. frtrrme SO/bper S00 0770 SC to eO /0--r l0' 2'•e'Slo ni trer+' rak e•iaprr .>xancMrukrpb4J01biG;fo.cnv ' xNk•,xnl1fa/' 9psr Caxrth Raaa'Anipn by Frets 7Shrefx R./: . ivrtura/Cls/pnnJ(wtrlr Ponmrnh bt Tr/krO 3rMrr/and ReinrbcedcDnrrrh Portments by C�Nrodb✓n/;Strerttf h[a+errte Rwwnyr ry nM n•,rrr9aard• L� 0 - SIGN OF PA V E ME N 15 I base Goune:O,i/rjbu/�+wAed/eade�w-s+ohr .L✓Mt//eodexerfed aeon rurlece. area ofrud•6ou rrJubyede /nru/eter/va),edr /^ SWA ce or Po��ttnwrf Stop lose sgeinr/ " Ai.,,Marl p.rofrofron;rate's)wArt//oodrf ewer; ArnoFia/ian Nrarlxe wo,E,•rrris/irrreG fippsrer..rn/lrw+r wkwe ch r,nfanr/»n odrer,on, rMsr',arorider doe/iai;fisvel b/eFfeadae olrudyodr;prnmalr orp/de ni tv{yad+Edwrgredvrcrlrorfi✓r rair/rn�x. sub-bese rapuired*rep p s e";. .°. °': • .qu b•bo • ' //wid.rdrginegt{ fhe grained fill,C/ey b ref/lh fiorf Aeove; rer/s" or p/er/:'c soils (.I-I h.4 7) Jhr Lye endswelfing of oppd for areas Jrdjaf�ffo JUlyede •su{gee de'bc eaia�shwfurn/mp�er/.• //eSf deoW only ereftriVa me/rfure. Supped. oirfndrAas.t,eo,'prtvenb in/i//rehan or pumping of subgro de. FIG. A- FUNCTIONS OF PAVEMENT, BASE AND 5UB-BASE. FACT OR5- 5ELECTION OF RIGID OR FLEXIBLE TYPE. RIGID (CONCRETE) FLEXIBLE ( BITUMINOUS) Low• meinfenem C+srf-long/i>re•htyh Adepfob/e /n doge Cff'S-aef/o t-/oweerf fo/vo gr ✓o/uo es bed*{ Fir Iuff/rt rt- 1 oA meg bo "vf MrM loco/%bar, Jur facing -high visibr/ify endnf/eelion reaolerios ertd eqa/pmenl-eeri/q epenrd of night-sprceds /cod a✓er{✓/ob oree- end pefchod-/a injlro/ Golf (eJeepf may be p/aced&'/re cfly an weak ormady, hqh fypor)-frorf heove and Sell/erwenf So, 0 odes- rerlJfs furniny =fresxe✓- ee=i/y reooriad-rfJ%1fr•forrttofion of an emoyod by oil ar yes drip-law/roc/,4 %ce'v j.r -grr o f vori oily of fyper A{•if reJis/once-eon be deriyned ondda//i o wvde range of eondifAw her ne JernlJ•, e/ose /e foleranees. nos rerihonf ridrn uoli ft et• A467Y0:bila -Jur foto rnoy drp/aced en ryidbave. lonerdt maybe d rboned b/fun-r. rney he lighlened %r. S,fygriq, ,wraq=:Use iobk A,Pg.!'72/e ss/ecf fhe lypr of brhr..r%rout pertnrent consider o�focfar✓ lisfeo' er fMv Prr/ain fo fhe aropes°d rood. 6EA /NB yA1 OP aA1f 4 buQdAC& Jove Pg.3b�0for CAR orrd/ead bearing ye ire rn R7, , �r Voriall ro,/r onddasax. Arre see Ia%/ Mechan;cr Serf/Cn• DES/G,V METHDD9. ! AL:Requjror jdenf,ficef/en elSoilr in/e PRA group ey gvAva wnee,hxhre A- •josV. ase NgAwoyy Rose arch Goevrrab/e A-Pg.3 W. e4rbrrvW% r %)/Anew of Z W pavernonf; dose and sab-base needed ova,eocA saiffgpe. CwAamory r�o"ient ice • - la J veriout C/aJses of Roods bored on eonsfrucf/on pracf to oreg,shown amA!gwr3Jt,N, 7hore secfiens are odepua/e tvlfh rub-dose added whore necersary ' U1 CAL/PORN/A(C'5A):Requires laberoforq Feels or osrunrpllon of C04 ✓arise ofrvlgrede W — only ova a best ono tad-dose mofe.io/s. C^c the rr/att ecarq /cal comAinotjar wv soils of lower CAR in Mf/nrn/oyerJ. CAR cvrpej Jhow direcf/y f.Se bArlfhickavxx W needed over any sub9roo9 sell• The evrvea do not rAuw Me /hicknrss xertrory Aar _j fresl heovepre,+rnlion. As cur vas are betadors 60P.J.i.fn%e prersure, fSieknrrr rhea 1- he increased LOX for frerraraa of CO- 90P s 1. Z AAPRA(T /hsT/TUTC:Raquiro load besri„y/er"or afaumrd base:�g w/ue sf sudgsd� F W aaa. Curve) chew Jha :cane!!ofM/gA T7yype Rjhm.pew,..enl needsd ever ba.,t o,Jx{gmd Make ecenerwie afudy ofpovernenf firlekners ba/'nr.d age7nJl eesl of base or rrisinq subyrode bror•i,y W/ere. W GRAY-4 PORAf A,:Requires betring rake efr+/bgrode by /ead ter/e-orau,»plion. (ralTare giror the be✓e orrd,ar'arnenl nxebd arse JyeparF. alh ci kA�a== 'abed na.rub"woe"ArprSer//arernrnt/A crn s f�a.•.r 'he ttto/•eery 5t/6•CTS & wlS TLRG AA RG: RIqwirer food bearing es er errunted beer/rt ,r.Le of Subgredr ae Aose. JheefJ fermis/ar give fhe pavemanl M;clnerr. Tole l/,a Qmores)inch or Set inch S thee. Sr sfKJraJ by !S/etferyoord eurVe=. (Cheat on cornerr by eanf,lever- farr. a te`V2F•) The cusforno.-y Swa"one far var.oas C/orses of^oedr derae'av, CanrAuef on µroefice are rhown on Ay. 3 Je. When lood Ms#are i preer4erb/✓ or sub9rode con ar,"ror,J Ore un Aerie;' ":Sere sea'iery ere re ce nmen Weer/.'A+a awr B rrofAa as Qe ferenws 'orAjOrwd Cernanl Arsac.i A+pheN /vfi}uHJ Eny. Ary a./ Ce'. of ehjgb"ar✓. Ilrl i•lea3 J 3.70 + ROADS - DE51GN OF PAVEMENTS - I -rAB : A-WHEEL LOADS FOR PAVEMENT DESIGN.- TYPE OF HIGHWAY, STREET OR ROAD. WHEEL LOAD (STATIC) Heavy duly urban routas,dewnlewn burinesl slreels. 12,000 Lb. aMh ond C /irsrs through c/firs Furbon-40~ (B5 to too /6,/.r4./%f.) _ C/osa AA; A-ond b roads w//h'T Waffle obnwme//y high. Heavily}rova/ad rune/rouNs.prinelee/ c//y r}raef+, to, 000 Lb.. .s}o}e end .eb a y trunk line rood* in rural Jones- (dO/o 90/b.lsIr./n.). C/oss ;IA,A'end 29 roadr with P'or "Al tra"ic. Roedl ends/reds carrying en/y eeeoriaral '600a/h• 7 00016. wheel/eaoL (A.A.SA!O• d^P•R A.marimum ond/IgOI/m/i` (70/0 AJ i it mas 'V /a/Srr) wits mederale vol.. ne eF.n}nd/raffle. l - t C/ass C'end i9-rood+ wilh P`or'W- bw/fAr. Roeds ond s}reelr errry'hp a I, A,- vo/u,�•rr e/par+enger 4, 000 (b• vrhiele /raft/e wi/h ooror/ono/IrA/3l ebmm"ela/vehia/ar• (Go to 76 /bjJy..%n.). C/oss C•a: f�ooers wifh'pnr'M lrrF�c,priwiSr mad,a drives. . Whrr//a ad Ja/ecled.fh su/d be dosed en /e co//e wr ondrsga/alions, one// pass ib/r on fro ffic slu di es of/eed rn/r Welly ond !rquen cy Pore men}drrign /i based en},ie wheel%od a, •'not en the gross weigh}nl✓rhiC%• Rigidpewmrnts err designrd wi},y eseta/y la.}o- /urus!/y 2)o//ow/ng Prsd/ce//y un/imihd afrrss rap//Alone c+vused by the der/gn eod. Thus on oeent,ene/aw/= / /oed up to as h,9h as iwiee /Ae design 'eed will not be daslruclive• flax/b/a Powmrnh, wh//e not' adapted la Buell exoal one/yr/i, will also carry oceor/ona/ o var.'eeds Jf Censer votively designed. D✓elwhee/s ore considered or one Arhre/ 'oo l undone cbnloel area it'l/reJ ore rvilhln 3'Cen/e". 7ABLEB- IMPACT FACTORS STATIC DUAL DUAL �eD b'Se WHEEL LOAD H1'PRESSURE SALLOOP. J� 3Oo �-- !D V •' 4,000Lb4. 2.os 1.70 la: 250 ae " <� •• 5,000 • 1.80 1.54 = 200 j1 ^ ea i z fMo 130 IH./ P igW " 6,000 • 1.67 1.43 OD ioo o 1, ° „ Ga o a p i• ✓ H '• 7,00c • 1.56 1.37 mJI s0 LAD CC •• 8,000 • 1.48 1.31 F 0 0 2 t 6 D 10 12 14 IS 18 20 a U if •• 9,000 • I.At 1,27 STATIC WHEEL LOAD'S TNOUDAND LAD• Uni"pret+ure inpai a Where//Dods In/bs• •'10,000 1.56 1.24 Cameral ergo in Ino/rj. 2.goo 1.3! t.22 FIG.C-TIRE CONTACT ARI "AS 6 RADII. For usr in pc✓ement deiign Abrmu/er d 6 eed JO m.,Y.4.,pOrMwn},eeseneb/y snrw}h. se4efins J/ a of brerin /ohs/e^IR/d lsadArb, sAeferrnee: Tha OrsJgn of Jhye} Po✓emrn}s, R-/�, serf/enJ aemenFAmee.,CM�'ye,./.. b Rri�fw•cad[bn orate IL vsmrnh, RO.Jredb✓y, Nire Aein F. /nrlifule,wi+h,ii+hn,D.0 a eAdepted from American Higiiwey Prrr}irr by [./. Hawes, ✓e/lr. J 3-Bp __— ROADS - DESIGN OF RIGID PAVEMENTS DE IGN OF 5LAB THICKNESS BY ShiEETS EMPIRICAL FORMULA for Jtri sses and thickness Of oia+n Or reinforCed CO.n Crete and�Ct ent hour-Jd Macadam ac sdaam ose - Corners protected by adequate load tra•+sfer of - jorntJ and cracks such os Jbo on Page J'dr for o1u— unrxinfora4d slabs and Rage J'dz+6r rrin torero slabs. 'Ir✓ TIu'ckneaa• •,brJOI a�w,fi I formuldJ: dr . 1=9� : t/•O.BSd+ I t.= ESL ,� - x , s� k •2134 1 e,= I2IJd, for T'-6'edge J/ope to. LIJ t:t for J'O'edge J/ope tr-G33t: +brreti=ah f+Ssa'r/rarr so'r.� c_QSeII-Corners unprOttCttd,na ode watt load h-nnsf:rot p—/nos end cracks.Space controct%o and warping joints a aNf 1S[enters and expansion jorhts at 90'to r70'centers. '•6 thickness at fret transverse joints tc be to and 7hrckened Edges. ed back S'to/0' for tfriekened edge des%gns. APPLICAOLE 095IGNS ASE I formulas : d,= z—� ,&•CiBSd ; tr•0 5 Nere:/LNen sub o roodde suCprrfis urMr •rbd m�_m�yybt chmAro, - nrlbrm 7hickr,sas. by cant//ever lbrmu/o: te• s•f,•✓as•�'ts Mhere+ M•Nov/ng wneti load in pounds.factors 1.91 and 21 0 /nckrde a/10alance fbr impact factor of L'0; for ror DitNr/mpoct factors mu/Nply k92 or 24x "0 c• coefficient of subgrode Juwrorl,Jee lab/eb' 7hidened edges S. Modu/us of rupture or f/txurn/Jfrc ti of concrete APPLICABLE DESIGNS ac CASE U { Recommended value of•s••{Modulus ofrupture.usually rIG.A"DE51GN SL&,TIONS. I ror/e1:h hi h rarfice from 300 fa J75 pounds r in• k k k k � v a d _ pwC 9 /0 if 12 )1 / e 9 /0 /I n1l N l 7 e 9 a u 11 u N .. , Jfrerses eri�br ere•-or- ,Movs/t 5 of Mrmat tiM Prh"1100J. Ms Mherc Ms•dross MMe/Lood/n fhouaonds of pounds/Sfotir wheN load p2r any/)7 oct)applied at slab interrorr,/.e.,tMJ feet fhvn any edge.The edge and corner stresses will approximate the+hieria'rn skrbsluit/r edges ti thickened from/fs to /6 of 7i•and s/owad..,r, to J',and with joints and reinforcing designed os shown on Rd9eJ J dkd2. A=Modulus of dubgrade reaction an/b.per Jg./n.forsedkmmf of one inch hosed on 0.1'ar a 05'seffle~n 0 of30d/o.riyidCirxu/or beW*g f pole.'R'Jhould preferably be determ/ncd by Octua/rost wrth sub- ire. grade in weakened condition,r.e.,saturattd or froJt Corning out Mr fIQD STRESSES IN SLA53 OF 5;6:7'Et6' THICKNE55 (5YWtSTERzmKD)ANALYSiS;. TAKt C-RECOMMENDED D- TI It wE,rJi !S IT " Y-A - ', 1'J/op�. ssC�a/nanylsi 90tYQP/ tilt 10/b drr+g: 10e 1 1.000 .5 tP_io i 711 2'J/ope - ebb era Pbir Nord 20/hper _ 100 _0900 l0 l0 2S 9dry _ e'- '-e'. 2'9bpe _ �•oy,.dsp .paid.—.—_- JO/bper- 300 QeI2 2010 JS 9- , 2'Uwe. Gravel. Yery Hord 40/6.pars 400 Moo JS b SO 2'Skpe. _ Oaod(xtrta/. Extreme Jo/hper S00 g770 SOMAO l0'-7' /0' 2'-6'5/o e. --r-ddanri esker•le.ansq.w,.anorcukx-obkJ0loJCcfe.aae .XNMan'ddRl. COncretr.QLMrOr!%Qn oy frank 7Jhreta •••F Jlrvctura/Orv'gn ntfanrrrlr/BKmenh by Teller 43Q#u er/end. ...r n.�.-.+. a.i mr.h n•. O.n...lrp•Q�yru:Jtreffe•a+Ca•rrr,h n=u�,royr dy I'xxer/rr9oord IL . e= • 1i .i. H+a., .9t AM>e nyd✓y-srypra :,H ,a'�. ?6�'t ♦.,,.a i1:r 7+�.� �@a �+°a+ ,.,7a . �A ...-i,. typ,- t+�Ag „A".. e �r � r YN'A . z 4 i �e m�� yec�iofi L Os �r C/2i.r 7G01 W`j��i r• C�c nc✓a/a� 34A 33 K i 5 2. TONS 2 mGo X 14 L c 0. 79G /i Tot-" f35�'r O. es7z - 30 , ov lZ'�K -ID1'29d G 9 56 � �39. Sro eb CoN�- Pavemer, �f f GosL �esec� on Bore -.129J Raw e e 4 ROAD - DESIGN OF FLEXIBLE PAVEMENTS } 0 0 5O/i or' illo 9eor'll qQO. C.E.R.7 _ ifgg_ JARAJAFA AW _ _ Ne.2 __ -! wo - 4 Qi N — -- — Oiv g the la/ se nd p rme It lA chrI err hple ple Ore onX subg r•sub orr o 1 hn U Co/i rnio rani R do(C A .R)•T It C R.of v o otvio isih bra ny ve/ a ex ss Id as •C — op rcento a of t crush d s e /60 V. i L .0. w byo% Pi qW 60 S.Z. R ea thr tail pee qe rOZIP ate - list w en oc a/ doivlo hs arro r _ C. onge ab R A. Y&I pe A-7 A I A-/ A 5 --A-Z c n p $Cr a K ow tic/ u 'r - 'fey used on - M/a red N : : rare w: oy Good draw/ s very value os foundation. Jerro( fair/ c/eon. _ poor -�•,_ fin Good __ice//en 1. FIQA-DESIGN OF PAVEMENT&BA3ETHICKNESS DYCALIFO NIAIIETHOD. NOTE UJinp bole material W.th O Ai h GO.R.IBr/peer/oyrrr ih place of material m/th obvuerC&R. doer not drereore Me Mlo/bare Miotnrrs•wSicA it oorerned by the C.6.R of th a rubgmde. /n any code Me combined Micxnesr ofparement arynor5-gnat xr�on base mohria,5 uch os`Kan sa)d crgraerl should be ftm 4,00 full depth of frost penetrystion,The minimum CB R.aflh` base nwterio/forodcpin ofS"toe lvineoth Meepowmenl shouFdbe,90far/g0 ?I11md/Sa[.D' u�heslloads and 40 M 6S for e000 and 000 wheel loads. n lea o , 5qh.b"sr Matel�oi OMrir�.,pat�o /s TilicRners rrq(rn�y rf each motrriP/. To r rrry lit Po0edt 9 Bre ng 'o io ob~vvch/ever RMrn COR ad=,-A ArorY daty sub grade unlA o feC.Rl.a orafX I,Ahroigih/owb� Titraffic cwr!M upfo tro,/rZubO-bb ohsarhrer loads apbsfic C/o y R.of/S.Avoi/06/e base moterio/with or.0 R.of ed. •. ThicAnrss of subdore,bore and poremenl. So/ulionr-Step It from lne/2 Oooecurve thff CI total 156ic.4ness of base andpoI obore lie subgroaE(CC R of;,prr•cent) is 20 Inches.Step Z;the m n%mum depth of nor slob/e molrrio//nigher CO-R.)oboes toe sub"bose(CC.R ofl5 percent)from the?,000furrr is 9`very.neorlu.Step 3)7AIr ygywred A-ikhnes3 of,oc�rement over the bose(C'BRofeo. percent)is s",3Ayy 2'ofdJ.nsncrtle binder anal of b% -roncrete uxorinqq course. Rrfo.rn er.r r A orogrands, QJ.Ab Yr,fny.Manuoi of us fny Oet tall 1./'rIr eIIII Mrwa Recwd•.An.Ze M),I } kUk\UJ ULJIUIN Ur r LLAIDLL N/HV LMLIN I J-L� O!i ornio Beor/n� 03 S .5 cp7 9 JO 1 20 , Y !0 40 0 0 70 - Jt J h4./ No.2 Q _ — IZk s Q /o N thles eiv ng the ta/ oae nd p eme ! th ok rss ore any aubg rJub- ase kn V P Colo ornio for, 9 R ho(C. .R•). C. R. f t a oter/o /J it bra r Yo/ a ex ss I c op rcanto ref t o ciao Of J a /00 . :1 •�JS cb/•orn/ Ni ivo DeroA Jai I ROM ea Jai/ pes ap I"V ate /y j use o�/v ui en ac a/ boivto tes uY of C. onge for RRT A. Y0# A-7 A 4 A A S A-2 c i hAyh y p rc and J - Mir arcs and- IO .MIx urea 1 �c C/ Low- IicJ / r I s�, rave u., oy 000d Orowi 1 V u Yery yolue CJ� Poundal/on. Sono( To%r/ c/eon. [ti„sirnt ea.• .re, Po Poor _ fair f // nt fIQA-DE51GN OF ?AVEMENT&WETIIICKNE55 BY CALWORNIA METHOD. NOTb Usingq bone moteria/with o nlVVh c..b.R.for/doer .:yrrs%n place Of moJrriO/u:/1h o•bu.rr CbA. abaci not decreorr the toto/baae thichF sa•"Airh isporernedbi, +4r C.A.R.ofthe subgrode. /n on case Mw combined#,ckrXas ofpav ~nt andxv5-float acr,on base mahr%oJ such of kart Jevid y7rnve/should be.Sam A to full depth of frost penetrntion.The Mmum CB RAr Y�a� base moter/o/rFY a depth ofStod beneath #[-movement should Da 00for/Q00 m /Sucv^ �1h l/oadJ and 40 to 6S for 4.000 dnd 7000 urhes/load$. Qt / 39 R�r�•Alnz T/uckness rvV wvd ��ti JVb DeJI able( • pea ,�Rat:o /S •` ot'earhrroterieL ; . Il\Te a n�ss rekrww potted Sa grate Beorny.. a/o .i::. ece.e each/aver r,cOR j Oiyrn.••Aneors/Duty Coss i0'nign aboyy,TYrOffic mien um to/�00o-u her,roods,opksatic C/aayy sub grade urrtA a CAR. of t Aro//ab)e sandy bcv raw Obr Jub-bose� 1*M 0 CB.R.af/S.Avm able 1 bore material m ifh a C Q R.of 60. • Th/chneaJ of aub•base,base and pavement. 7 Solut/on,-Step/;from the/1 000-curve the rrguiied to th/cline_s of base andpovement above the JubgrvafriCbR affpercent) is 20 Inches.step 2;the minimum deprh at mow- i Stable material/nigher C&R.1 dbovr Me Sub-bose(CL1.R of/S Percent)from the/P,000 curvy { /J X very nrcr/f/.Step 3;7herep w/-*d/hrckness ofp vemenf aver the bare(CBRofeO. percent$ra 3 ,seyyy Z'of bt roncrlte binder and/^of bi -co/�ncrete ureor/nyy courre. u Refrreneef r A.Cosogronde, QJ Porte,fno Ran l of uJ fng AWA/!Il tv/9-0 Lla,.Neva Recs,d,^(ur.IZ� m I • � . i del' W>. d �t yc J - Ut')1UN Vr rLr-AIDLL PHVC_MLIVTb a r s i Beorinp atiO. C.d.,q 03 a S /0 /Y 20 25 !b 40 0 0 70- 1C1� Step a -- I-JAQ A1 - ----- 0iv 9 the ta/ at 2nd A79 yomelt V)'C*A era ore any sub a 4 rtub oseo 1 kne wn U Van O Co/i ornmA tar! Re fia(C 4 .R 1.T w C. R.4 f ki OU a te,-Iol r}it bra hq Yo/ r CZA MIS, a rCenta a of t 4 OrcruShd ito 10 /00 X. -�I5 cb/ ornr Hi wo Oeto t. /Or w, 46 .m[. i 4 Ra es soi/ pe ire aP ro�i ere Use Wittenm o, bom/o r Mftalare oI av0 b/e. _-20 A T C. A onge RR.A. di/ pe A / A S A-2 s Hen y p sic _m 7 - e ores and- /o Miw user C/ Low Iic/ / r / V Jmoycks rave wr lb clay COad Oravrl 25 Popr41r.s .far Yrry Yo/ue at foundation. .sane( foir/ cled Lrj: ^O sow Poor f ir. O // nR _ FIQA DESIGN OF PAVEMENT&WE THICKNESS BY ri JFORNIA METHOD. NOT[,Uarnq bore mohrio.'uith a nigqh C.a.R.for/curer/aytrl in p/ocr of mohri0/w/tA a borer C.Aa. Wes not decrease the toM/base Wr*nrs;aJwch/•s governed by the C.d.R•of the rubgrvde. /n any core hSe combrhed Michxu ofporement oryrwn-fiost ocrion bust materio/such oS Awnlpnd crgrore/ahou/d be rFvm 44 to fu//depth of {rustpenrtra ion.Theminimum CBR-of{th♦yoper base nrottrio/tbr•o depth afSto4 b�eneoth the Dqo eni sAoukd bedO for/4OOz.,td/ ff* ahrr//oads and 40 M 6S far 4,000 and 000 whrr/loads. xom�/l P. �p1 S- 1Epi :� o, !; - 10N ( decr n Roha o o - b st MlotKrO/. eayri 1TM'ckxss Tquired /S I arrochmoNrio% Ta ckt�t.f ti ctrd Su 9^'� deerrng o ro• adaw roch/oyrrefk�ew�Caa. hive^•••Ahrovy duty Class w*hi9=0oV�T.froff/c a,th up to/2.OMeaherr ioods,op/ostic C/ay Sub grade avth o CAR. of4-AvOr7ob/e sandy borrow for Su6-b0seuri1h0 CdR.of/S.Avoi/odlet base moterio/witAa C.0 R of 60. BOIL •- Thichnrss of sub•bose,bose and pavement. So/ubanr-Step/; from the.'7,000*'carve thtrequirpd Iota/thiChne:s of base alwpavenvnt abase the subyroaE(Cea of.aer•etntJ is zp inchessrp 2;tht minimum depth ofmor slab/e mcterra/(nigher CAR.,01',vO the Sub•bast(C B.R of/S percent)from the/2.Av wrre /s 9'very near/t/. Step 3,The re quired 60 rA-Mess of pgqrement over Me bole(Cd Rofao, percent,)rs3;sly2'07h/t.canoe to binder and/•ofbrt•cOncreto weariny course. ReFertn eu i A.Casogrands. Q J forte,Enp.Monuoi of Us tny.0mar/x/Is MIs d[t,,Rasa Mford.J:n 2a I9a! A n _ ii � • :gym x ;vr.' I : V/AUJ UL31UIN Vf F LLAIDLL V-/AV LMLIV 1 ,D-G Cali ornia Beorinp olio. C B R) y OJ 0 5 6 7 8 9 /0 /Y 20 25 ..'0 40 0 60 70 E J No./ _Ap.?_ _. _. J � N -- d Oiv g the to/ N nd P eme l th ck era OYf ony Jub rJub- otf o km Cob ornia earl q R lip(C. .R 1.T C. R. f VOv; a oterio a il! beoryry�n� q Yo/ a er JJ .0 ap resnlo s of 1 alrcrut d t • /W l5 Cya orrn A'i we Dept: /or BO •S.L. R f! Jai/ pfJ op Pali eh Use VZVW en x o/ berob hr are of __ C. onge fo PRr A. oil !t. A•7 A e !x A-1 u --A-5--, A-2 c .pand o J - caret and- /a Mix ore! V Ji J rQ✓f rui ay Good Orove/ IJ Jw Yfry Vo/ue os foundation. Sono( fair/ c/eon. Cf..fnl ea.• Poor FIG. -DESIGN-Of PAVEMENTEiBASETHICKNESS BYCALIFORNIAMETNCID. NOTG UJirp bO1e material with a high C.O.R.Rr/puler/overt in yxe ol•maler%a/ur/M o b:aerC AR. does nol OefreoJf the lalol base MirfneJs,uJich/s parerned 6y Fhe e. ,of the ru_as da. a- on COJe hSrcombined MickxJJ of porement and mrT-fiott or.•i0n base muhr:o/JuS/� os /eon Jaid yiove/Jhou/d be from to full depth of frost penetrolion.The minimum CB RIhe yOper bate moterio/for o depth oe to B LiCneoth Me vrment should be BO for/QOO on / INpo Qu.hff/�/aodi and d0l065 for 4,000 and 7000 wheel loads. 3fiPI ShP�.S�.l :� I\ w � � .: rNat �-.�R,�fhf•Co •�y IThirknen ixd :,Jyb GO �: .. rkJ.�ie !t � \ dtofhnwtfrio% To •cRn'ftt rr poc !0• a0aw wvfh/ayere kiww+CQR _ % n: Ahforrf duly C/OJJ:7'nnrr r'T'1' c uiYh up to/Z,OA7yl✓her,/odds,ap/asl![Cloy sub grade oath o CA R. 0f4,41T/ob�e JJnuy berru✓thr sub-bosemilha C6 R of IS.AP0i/ob/e r base material milk o C.B A of B0. Reouirtd.• Thicknrts of sub-base b✓se and pa.ement: So/cation,-Step/;from the/2 OOO"curve therequvre>halo/thicAne_s of Dose and rrmonl above the subgroob(CBR of percent)is 20/aches.Step 2;the m nimam depth of'M ow_ JtcO/e matfrio//nigher CB.R.)above the sub-base(C B.R of/Spercent)fromthe/2,000 rune /s9`very near/u.Step 3;Tne rfvuired M/chnest ofp�vement aver lne Gale/CBRafeO, percent)is J 5 4yv 2'of bit.roncrtle binder ono'/'of bi •cancreto u eoriny course. RehrfneN r A.Cosogronoe.AJ A rtr,Fne.Moouoi of lJJ Fny.Atilt/.N/tt/SJs Lfnf.AkwJ Rece:d.J. 2e MJ L y 3 1 ""t'I - ULJIhIV Vf I' LLXIDLL P/-\V LMLIV I J-L� 0j a 5 6 7 g i)OG Dearing Y40. 258 l� Io 0 0 70 — � .T s IV Q /0 the tn/ oJe nd P eme t th ck eaa ore anY sub club e!e kn b o Co/i II R). a C. R. f { t a ottrio is if bea 'nq yo a e+ as 3 OR nanlo a of t crvJ d J a /AO C/S G'o/ orni A'i w Otto% Pr 60 J.f• vt+ 4o r'o+i ate N Use aW ui en of Y aw b e. C. onge fo P.R.A. Gi/ Pe A 5 A-2 on - M/x rea c Lod 'Ad ! O C! r ry ve w' a y Oood Orovr/ v L5 value as foundation. Sono; fairly c/ea/x Roy. Poor.. f it FICLA-DESIGN OF PAVEMENT&WETHICKNESS BY CALIFORNIA METHOD. NOTG Uvng base materio/a.ith o higqh Cb R.16r!over layers in plod of materm/with 011 C a.a. does not de crease Me total base MiiRnrs;ahich i} governed by the C.b.R ofthe s bgrode. /n any case Mt cambmed Miexness of pavement and rwn-fiost action bore material such as^Man se')d or grove/thou/d be fmm Ato /0//depe6t��h of frostpenetrotion.The mhwir nCd R.y�the per. QQba5//ootds oni6dra deI to ofhr to6 !,p ncat OOot wohee/e%tshould be do for III Oe m ! OGtT D e M0 Roe o ThicRnru nyvrcd 1 IbtK,al ', Crori /'I�ti 3Vb D?JI r7q.!8tt�o /S •\ gtpxh motrrie/. \�7oAI n�ssnRney an gted Sv 9nade arih9 ofo ,i:. avow wxh/oyere n tbR 0/ver, -Ahravfl duty Coss A' Ibay;T'froffic`uiM up to/$OObaye w,./hods,R. !fstic clay subgrode(u.th hCER. of�Aroi/able sandy barrow.for Ju6�6ose witno cB-R.af/S.Aroi/ob/e base Material 'oh a C.0 R of do. Q.••Thickness of ruh-bose,base and pavement. px JOlut/II Jeep/L Aram Me/2 000ecwve the required taYa/thichnea of base andwcement adore the subgroab(Cb.R otfper•cenfl is 20inches.3teo 2;theminimum depth of morF Stab/e mhterioghigher C&R.)01 the sub-bose(CB.R oflS per C&I from the/2,ObORurvr iJS"very,near/ •.Jtep J)Thereq aired to&ones ofp. cement over thebose(CBRafeo, percen�tJ is J ,soSu 2'of bi Concrete finder and/'of b'� Cancre to uiearinq course. References s A.fosayronde.QJ Portrr,Fnq.Monevi of OJ fnq ATp /Tit h/Oq L e,.News Recent..4n.N, J lllM ,M/M'`+�Y4WAMIY�DYr<w-.My..•• wl�w ,. plMf loam Nwieft 1 41J. 0O 0 0 •no .e c C� /3, -Lou • ry /%e,'Il. Joy 6oO 100 *8 6,000. ou y7 / 5 Do . 06 My doom, 00 /l /o0e,00 / /Z oo, cu �29 S3� lmo, ov I �5 GQ9,av i Town/ B 61/ •o s i r i �P ha/�G Ssz/ �sb.St- i 00 p N /p-44 r r� Z , i O o. �p • ,�,/ � ._�_ / v J� v p7-sue- V . _ �i� 40•IG. P1�E I � C.sY Swe/'s Ot.e�TQY E EK. :L-"T 1 .1�1� Sr. L'ra ors_ � OFFrcES M ' n 1 e. J y� i jo 1 AVE.W li • � t7 nJ � o° ok s' e!!a ou,f JAm Noes Y•D f•♦—� o.ea�y M i pvl9 JS •!1 1y-yy �—�_ Nq//t.1 IVA{W i gyp. Z(o-f� ST i tw i�Qe i..eye. Y V. �\vyo ` frec) ne 6A• .. •tors /f�^I J f f fA. W 14 &OL Le ,mm" ME�W I k r l.' Y \\ 1 - 4.1��. ■/ ■ A FYI I. • •♦ IN utOEM i r•��� �iQi e� i �� Y� •ill l/ na r b/f> R1E\ WE �r� �■ _ 40 a - � I/M L/�1N:./"/ll!•P/✓rt//.li'/'� 19.�I 1. f+t./.I�Ii:al/!(sJI Jsl lq_I�•+i/t���� _��a �alns .�iw�r •_ ryi.�as� or AVE IV Ii. ME m 0 Om W ML mm Ilr► ��� w� r� Sim �I/1 �33...TTT ml EA pmmwmm�WA �®a•• a�MN����Mom �i.��r�� Lm � Y4 J • h'+ 4> Al j. 1 a � im OEM o � rpm* ,. c x' t A 4 e 7 c ro r� ,z �krT�. w( t� ��4sw,#� �E v b..�s"�ei d ,°,...;r d ti. «rr v:•.4 .w `i .a% � r,v:',�,., 4 �£: '* M ". v+s nyr .� "..,.�hr¢p+�,�.d .n., ,.=� .», py .�,:, �>X t„j;.y is J'K :.. /.3,�f1 .t a { 2'(A-L I yy4 , `� 14.C?q cu.H t ; r' i y''1 F loll r..rrrrlYr 3/9 97 i ,lS,f�J 3711 ,C,/Y /YW Go. Jir� I C;172 , � 7 360_ a S/4 1-e,14Ave N. Ot70 I -179 I36.5/ rn,.4sPlio// iutle, Af Cw4hose i ce,.c. 'f`/� 3 6.86 rp �x c�.� t. o/�JA 017.1 Jr Z a 36,06 F4 a je J'�k. 0f7l! t� y�w 3(�3 Tp Er Goan Guar R/o�L I/a. o/-7 — `�y2 I oa.Oa I I ! { I s . P Y. ♦ �-ii--�i-�i• i�-�ii - -- HEM —. Ol OEM : womme r S�q • laZFq' e'C L 'e l • � w`v .z- 16AOS s � /3f03. 23 PG. 92 Fes. 3v .64 L • '. A / �. ��. . . -_/8+-05 7 rYP6 /Gd H b 1 % I ._ ,4� - (��.D•;�x 94) 4-(/O y+('5£2 s4j- Zits,z,& _ CURB R:-771,4N Darn ¢L - OF 208.93 �i t { .t' eF. .43ev.ore• zA9.O s ' � " 04 u - ..�.. 6 �-Vr 8f98 66 - 91diDi b _ { i it ,< Y ` / / a'o 5L a!• w ��. T� t \ "..`,•mod _ zs' G�0�'_S' 27• a \ - - ' pses3 ` 3103/.63 ac - _ Tc, TbA 43.3 3#by fa es CiVt . IIgcQT b. _ aa. �aAr � �• _ 4fna. - A �� _ . e... '•' 12146.77"iPT. �� 1451z r 9.c '�T (Q/. •J4)1(�O ) y 41 1 z t � xsa• •i7i/ ..rl !� a 44 Z49,¢( 43 1 '43 Z34S• 39 SF. is54.L3 �� 33 0 i ,a w ,_ Z o-i7.62 'Ar * 3u. 50 Tom• roe L- r � e e2=/77.2 PT . a i �Tov �z.98 tV//V✓ /�" .d�35 SlY/NY• /8" /'88 NEbVK 6" 06B3 i 0 a �I } a f • GTntr .2.,,iwes00r4 SCHEDULE OF PRICES I (N01'E: Unit prices for allitems,all eutentlons and total amount of bid must be shown. Show unit prices in both wads and figures and w:iere i conflict"cum the written or typed words shall prevail.) ITF_M APPROX. ITEM MITM UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written In Words) DOLLARS CTS. �, 5�0�72 �Y��9lJI✓yy C-r C9YAT/O.V 5�' 2'-1 G.PA✓EG EOh�.YONr' _��•, r J 7 •o' TON /Tol.) - 33eo .QGMYy�'r �.rrTA✓6 Gcnvj� -- - G F_ ' �y 3Y cA 6A Eq• �A lU 90.wsr or —7G VirC lb' I J o0 J 79F, - �U/ciST it->ANOG6 6A n ,4 � � t PRO-1- N. 1st S- . Improvements Burnett N to Park N-Survey,Notes, 3 Y +IX�•YiT JA..L �` r ' M ry ,1 ..Yl � .I I� x Q � t SCHEDULE OF PRICES (NOTE: Unit prices for allltems,all estentions and total amount of Aid 1 roust be shown. Show unit prices In both words Gnd figures and where I ' conflict occurs the written or typed words shall prevali.) l 4 APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT QUANTITY (Unit PH-es to be Written In Words) DOLLAR TS. DOLLAR DOLLAR5 QT5, �Eh7i1Vt5 ANU /c EG/-YJI TE �A GATe N BAs/e✓ L 3rJ�'�A I r410-' /` 4 GO.vNEZ.T Tb GX/ST/�t1(r - ---- y e7 CATcN e, I✓/.4/ TY�� lZgp� IFA IOtoG4°= EA TYoi I AA 5r� o0 �� ���~U/t h ✓ter � 1 � :i Gt {/ Z7 P C' .�27�r c'M 70 F 5,4-54-- Oo ISG."h Fo/P TA-aK&,Y o4etcm-e, Y� i,7Oo^-t GEAIi1✓T Gont tt TQ- ---p ---------' Gurr6 4AIU GiurTi.P 4_�LF V- .............. i SCHEDULE OF PRICES (NOTE: Unit prices for allltems,ail extentions and total amount of bid - must be shown. Stow mit prices in both words and figures and where M conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written In Words) DOLLARS CIS. UOLLARS CIS. Z Vj G ENlEN T r y U v�✓�k v y rn" 14 /�Y 10,26.7tr I {N 4aeL C/Mi a ,e4A4 P as I cc 9 'ck I ASFWACT T,l�hTTb7 BASE try 85o L�Kt.al�rovG .u.¢v�,t/G ,�1,-L- z,S�S50� ToN IT011 .rll'GGt ti ra.' a //i�Fi': •i'�jRY/. /�rl / `1"/`(''l,•— ToN - A9/SGf4'7NGYX/—S�i -NO O•Q --- 1� G�E'ivtGjr/•sy Ass�+I+AG T �J" e-I-N 66 /87 140 7 649-0 T/PigF'F%L CO�/Ti1:'OL x " � � f .� � rl,�axg �1P• , P p t u y 4. ol \ tYLI..."• s _ .li �Vi:HrN whir Merl .' �" ��•+ ,� i:+��` `;4. / V1 57A I I1 f99.09 Jr yam• f .% al.70 C4F tMr) 29 " CUAln, Cap f Sbek V` N i , �, i / e'Vorer Line f STA.12;IbI C ;ton State CITY OF RENTON tent of Transportation WELLS AVE. BRIDGE REPLACEMENT 13 Q ENGINH3ra� INC. DRAINAGE PLAN AND WATERLINE 3'05 Ev.7IM.WA i M K A ` l . . � � _.ILI limmu No is ■.. _ _ �i■�i■■■■..How am _. �■■. Ion Ion ME V ■■ :ON ■. MEMN .. .. .. NINo NE so ON Nunn w �� i h ♦ i i I m _ +h 9 3 4 ' fi . 1 1 l 0. \r iX 1 t P x ✓51��I' F� A r•� CTPY ENGINEER'S OPMCE REN7'0N,WASHINGTON AREA _ 2 r W.r way r � � • WtUM j fr OUAUH•NT p5 SANITARY SEWERS- WORK SHEET STREET N. Irfgr (k oLJ, w.s UTILITY ENGINEE RING us.ca c s MANHOLE 140. TO 140. CLEANED T.V. INSPECTION REPAIRED _ SAND DATER REMARKS L DISAO OUAZDR3N q Yi No Foorac,EE REMARK LEADER " REMARKS 5 G TE L a4' go =io ' C is 7 A _ x r o' Si c72 I� ' �' X v t [o Po+ G _ E L q �z t L x C f3, „ PIPE CONDITION Fa;Q _ �sns �ronm� r as �nrP rDusip�egnNK�ov> MANHOLE CONDITION GRADE Fora • -oms Loo SWrS REMARKS DIRECTION OF NEAEUREMEN .*--,(,— FROM CENTER OF MAN NOLE PIPE SIZE ti'SY r MANHOLE MANHOLE G TYPE OF PIPE ���y N !%�A✓E H /%A�6• _ N°• 000, TYPE OF JOINT SECTION LENGTH y. 3 a� ©v CREW LEADER LEAK READING oWADRANT W� CLEANED T.V. INSPECTION REPAIRED W LEADER DISTANCE REMA AND DATE RKS AND DATE REMA KS =-� TX7� ` �� Y