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13400 SW 72ND AVENUE GTE -- rOIUDUIT ADDITIOM S. W. 72- nd AVE TI GAR D , OREGON n� x� nl I �ca i x II -T4TH AVE- RAILWAY VS ----- --- -- —.S'W' - - -� OREGON ELECTRic— RAILWAY d Y � _ a r I 4' m / lz S.W UndAve. ------ - - ---- _— _ - - _ -- 1A S.W. 72 W/. AV `— ---- — — - ---- 5 i D / r Op i i FORM 604099 -74 GTCP 900.000.901 NW i-aftem mowwwaw1 99 Tm 1101RMAm"A!. MCKAM" COMM T 1 G ARD WASNINCsToW tlRlR: I f D E O IsQ W fDENING — 9.W. ?2f+ID V— S . OPN . PERMIT NO. 147-82 ' r r _ ORO. NO. CNANOI AND RRASON DAM RA MIO C"110 AMO AMO N � I � .- � ,- ( l ( � I I � ! I ��I� 111111 1l�i�1 111 rlt 111 f11�'�(+!i �t 'illl+tlliltl 111+�+1 ,I+l+�+l+�111��11�111�+Its+11�+11�111�111l11+�+11I+11I+1+I111�111I111�r11I111�111I1tI�111,111�I1I � � � NOTE: IF THIS MICROFILMED - ( 2 3 4 5 6 7 8 9 IIO 11 12 DRAWING IS LESS CLEAR THAN .......... ., THIS NOTIC&v-TT IS DUE TO IHE QUALITY OF THE ORIGINAL DRAWING. .,►: 6c dz 02 cz 9? Sz tiz Ez Zz 18 OZ 61 81 LI 91 91' `I EI 21 11 CJI 6 0 1 9 S b E Z 1goa•°- ��- ,nllunlunlunlu++L+ulunLlulnl�nnllullu�d111Ih++�I�a�I+I,IIuul�Inlu�llnuhluluulnlllnulunlnnllu11111Ilnnlunu�+ 1��Ilm+lln111ulluuinu�ln�nn�lullnu�tulluu�l�ulutlluullullllnl1u11nuhw�l'iu�lutllut�wtlul►111ut1ut�lwlnl� _. _ MARCS 30 1992 241( I - i 11 WAY WITH Alit P1 PE i 36" MIN. LOITER -- Re:O NC R E T E Er1JL R5E/4E/I/T TO G O ' 76" D < D J d WAY WITH Alit PIPE OO OO OO Q -- Z" PVL FDR AIR LIKE I IU 2RJTERMED1A7E SPRCER © (2) 00 O O D <� Z" SEPRRRT/OfU O Q 00 0.1SEROUCT TO PR.OPEETY LIIiIE---7 0 0 40" 7 8 00 0 0 0 (SPLICE PELF) O 0 5 6 /�. T © D <l p 4" PVL-EB 00 00 0 (�+ � DUCTS I-G FROM M ".B7 3 4' / / / 1 ® [� 1 Cj Q 3G"MIN.. LOVEz — D 7 `1 D ---- ---UASE SPMr-ER 3" SEPi9RN7/0?/b —1 .4 IV phi �> Q CONCRETE E/VCASEMEIIT M.F-1 M.N.1tO rJ (o --_ =IUTE-It MX01ATE SPACER 0000 0000 te ' �4 D I z" 5EPf7RNT/0/v 0000 0000 3 4 0000 O0 <1I � 4" PVL- E8 0000 4000 000 O O D4 D4 � - BASE sPRCER - DUCTS 1-2- EXTEND TO SPLICE PED. I I� 3" 5EP, rR7*1401V .Z WAY 1NiTNOUT 1R P%PE 00 • �. I 0 DUL..TS 1-2. FUTURE A P PE 00 ® d�-� - DOLTS 1-(.TO M.N.1Z0 0 — DUCTS 3-5 TO 5AR)DIaURG - 1 G" �►1 00 •w 0 71 - —� 00 00 0 0--w— DUCTS C.-7 TO ttISEZ POLE 4793 00 00 ® DUCTS 8-JI TO NEW C.P. LOCATMIU % 00 00 0 POLE )IGS / \ 34 " MIU.CDVEZ 00 O�� --2" PVL FOR AIR LINE 0 0 00 Z" PVL FOR NIR PIPE j 0 ® 4Jd'. C-OfUCR.ETE EfVC-ASEMEfUT O Q _ I ZQITERA'\ED I A-f E 5PALER 3" LimD D Q Z" SEPARATIZIN 4"PVL - EEL _ I BASE =PAf-E2 D� Da -----� 3" SEPAFtATJOtU 8 WAY WITH MR PIPE O O O O �--14 M.K. 145 i 3 co" M IK.COVEje. Q 0 0 0 O O O O C.Oft1CRETE' F-Me.ASEMENT I DUCTS I-L FRDK M.14.120— © RPM PAS SERIES G5(o0 3.4 ; ,�K.� > <1 __— O 0 \^ ' =tUTEiZM�EO\I►.'�E SVALER. Z." SEPA RAT/O4/ �y���." `�-� (moi � 4 PVL-EH F 1 N. Cr ft AD E �� -z ' i AA, ., �. BASE SPAC_E2 •,-!" SEPARAT\OTU PT. OFDUCTTERMINATION lop DUCT LOUPLING W/PLUG y. { 100 r SANG TSACKFILL f Z" X16" PLANKS 2 4"PVLHEND -VD- ;�i'.'►; 13/l4" LdYllETE E'A/LASE NE.t/T' 3~ •Tf'dSY i�•�'' '".`�e y•�'o���'�/� � I ,. i ;',�� _— " r � `w.,�<•y ��� ST R UL TL/RAL PL AST/L NAND LADLE r4"pV&C49, T Y P!L A L -DL/LT -T-,ERM/NA7-1 DSV 'T YP/L AL L ATEA L TE,PM/,4/AT/DA/ -POLE DQE' -PZ:-Z)E5 T A L d 3 �\'\ ~`-�/ � �� FORM 04095 , 1-'/4 DETAIL "R " �11//`-. Gt[P900.000.903NW DETAI L "B " _ r1r��: /YLY//T AUDfT10N - RDAD WIDENING 5.W. 72"o AVE. DETAIL "G " . CiP PERMIT No. 147-82 If. 25 I W NC. I D 2 Or 5 CIIAN61 ANY RMlON DANT ItA NIS CNKY APP—D] Y N NUMB Z 5 I I-- JL .• xu�. _... 19" 1, 111i11t' I11111 � I1ii"I 111 ,�111t11 "I I1 :�I1I ���. i1I; ( 1111�1f 1 1I111I11111^ 111 ) 1111 I11 ( 11111111II1111� '— . � VIII � IIIIIIl � IIIIIIl � I � + IIII'11 � 1 '� ( � ( ! I � I � I � I ) II � I � I � III � i � I � III � III � ( IIII � I � I � 1 ( lI1 � 11 _ ;♦ i NOTE: IF THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTICE;'1T 15 DUE To 1 Pf QUALITY OF THE ORIGINAL � w DRAWING. OE eZ 9z Lz aZ sz t►z Ez Zi Iz Oz 61 e1 LI 91 5t b1 e1 ZI 11 of s o c 9 s e E z laM•iiw �.%l.f ��IIIImIIlnlunlnn11111111ulnulu11�11111uuI1111�1u11uu1uu�utllt'u��un1a1111;11111nI11ul11nlnnlu�Ilullllu1�u111�'InllluliM�Il'Iltullllnlrnllnuluu>�IUL�uuIInIIInIIIn1�11NI11ll�IlnlunllullllUII111IIIIlIIWu181tU1IU11V1U111llllllllllllllllllllUlllH . 3 ". MARCH o x. 992 1WM .i...._�_�. •iYl'M/ifi/i��YMMW.WOGY' -. - . .YY �" Ya:.i. FILE NO. 77nd AVE. - 13400 STR. OPN. PERMIT �'i -j,E HAAS & ASSOCIATES, E , CONSULTING ENGINEERS&SURVEYORS S1,11 f 445-AGCCENTER WILSONVILLE, OREGON 97070 9450 S.W'. COMMERCE CIRCLE (503) 682-2450 .lune 15, 1982 Mr. John Hagman City of Tigard 12755 S.W. Ash Ave. Tigard, Or. 97223 Dear John: We have completed our review of General Telephone's plan entitled "GTE - Conduit Addition S.W. 72nd Avenue Tigard, Oregon." (S.W. Sandburg Street to S.W. Varnes Street) We have worked out all conflicts between our storn drain facilities and GTE's propc:sed construction. It seems appropriate to now issue a construction permit, as they need to begin construction shortly. Sincerely, GARY MYZAK GM:tlj cc: 80.194. 118 APPLICATION - STREET IMPR- 7MENT/EXCAVATION COPY TO: ❑ IwHITE)-FILE OR DIP".—CE NO. 74-14 ❑ (BLUE! -IN5P, ❑ (YELLOW) -OTHER AGCNCY (INSTRUCTIONS U;,I SEPARATE SHEET) 0 IPINK) - APPLICANT APPROVED APPLICATION NO.: 1" NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: S o4e/A PENDING FEE. PMT. ❑ CI I l' HALL. RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _ _ DATE ____I_-_1_ PENDING AGENCY ''OK" ❑ Application and Progress Record MAINTENANCE BOND M_ PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED_ ANNUAL PENDING VARIANCE Q EXPIRATION DATE: PERMIT NO.: C ' � ._ DATE ISSUED: �—L _ , BY: ,rE'j_ (1) APPLICATION IS HEREBY MADE TO FXCAVATF_ FOR AND INSTALL Under,,-)und Conduit and manholes AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APNLICANT _Seri , I'e lenilvne 1246'1 .� W. �'a�_n `' `�/�-0 30f) NAME ADCIRESS r � CITV--_. ____ _V�-PHONE -_lJ�]_LL1J—--_ CONTRACTOR _ _ NAME ADDRESS ^CITY_ PHONE - PLANS BY ____ Tim Lewis 12460 S . 4. rain St . "_i Rard 620-0373__-__ NAME ADDRESS ��CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLLARS FOR OFFICE USE• i MIN. (2) EXCAVATION DATA: 0.04.X >F STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT M^TERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM h QUANTITY —� 7 2nd OPKtA STREE D INSP ^--� -- _ R TION S . W. Fir. lo p E a • u 7. a u E — - STI A D S ET OPENING DATE:_ �—, / S ESTIMP.TED STREET CLOSING DATE: T �._ E D (3) SECURITY NO. -_ _ SECURITY AMT.: $ — CLOSED ;URETY CO.: ______ FINAL CERTIFIED CHECK G CASH L1 _ BOND CI INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. AS s110Wn in drawiiigs L. 1 I A I I 546-7866282 _ #1-5 _ /1119 �� - - - - - - - - - - - - •� 1♦ Car,im..& YIfaLArii /,f.ill ,0 I 1 1 I 1 I 1 -- I NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION 'S THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREE; TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCT"31`0 SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATUREf ' �iG'i5/l cL — DATE 'j - COFSTRUCTIOt` t'OTES : GENERAL 12. In the came of gravel surfacing they orilin 1 material w y be stockpiled and re-used if suitable ?o� the purpose and approved by the Inspector. 35. Vibrator shell be used on all concrete pours when deemed 1. Any work done by contractor will be held responsible necessary by Telephone Company Inspector . for all damages incurred during his operations . 13. It is the intention of these Specifications that all excavated arose shall be restored to their original condition as nearly 36. All siregm* ats , bends , sweeps and radius sweeps shall be2 . Contractor to provide all material and equipment (except as possible and acceptable to General Telephone Companv of the placed on spacers and concrete encased . frames and covers) to complete this _Job . Northwest: , Inc . , City , County and/or State authorities . 37 . All segments , bends , sweeps and radius sweeps shall have 3. GTE to provide all manhole frames and covers 14. The Cuntractor shall be responsible for the replaced surface inlaide diameter same as duct being placed . and , at his expense , shall repair an damage attributed to this project which may occur within 2 year final accept- :i!! . Concrete shall be 5 1/2 sack pea grave! o�' 2500 P. S . I . in 4. All driveways , street pavement , shoulders , ditches to be p j y Y p 28 days . (Refer to GSP 622 -100-012 . restored to their original condition , ance of this project . If , within 10 days of receiving notice Y of such repairs , the Contractor has not complied with such 5 . Crew responsible for contacting all underground utilities request , the Company shall .have the repairs performed by 39. Laterals to poles to be encased. 24 hrs prior to start of construction to locate their other parties and the Contractor must pay for such repairs . 40 . The Contractor shall prove all ducts pplaced after concrete facilities : o-ar is completed , from start to end by pulling a mandrel 15 . The Contractor shall not perform any excavation , or obstruct p P „ Northwest I''atural. Gas : 220-2415 any street , alley or access way until he has on hand all M least 12 long and 1/2 smaller than Z .Q. of duct . PGE : 643-5454 lumber , conduit , and other material , and all equipment ileo_ Mandrel to be made of wood or metal . Proving must be done 4 Ti and dater Dist : 639-2591 essary for the rapid completion of the work therein , and has in the essence of Telephone Can an Inspector. '�ie�Cont- Tigard tractor shall ear any cost needed to repair or replace Metzger Water Dist : 245-3331 notified the Inspector , City. County and/or State authority , defective duct . Refer to GSP 622-105-207 for additional. Tigard Public Works : 639-3.526 b", ecifying hour of opening and approximate length of time Tualatin Water : 63P-2633 excavation will be open . information. 6 . Crews to obey al.l safety standards of the State of Oregon , 16. Trenching or excavation shall not be lees than 6 itaches 41. shallJcintbe couplings method ducts including recommended cement Washington Count O. S . H.A . and General Telephone Company wider than the conduit formation and shall provide minimum shall be made by method approved by manufacturer of the 8 y , p p „ p type of duct. being used. 4 of the Northwest . cover of 36 measured between the lowest elevation and the upper surface of the concrete cover . 42. All bends in duct run hall be as sweeping as possible and 7 . Crew to adhere to the following regulations : - I 17 . Except with special permission from the Inspector to do so, to the satisfaction of the Telephone Company Inspector. ' A. Working Hours : 7 :00 to 5 :00 not more than 500 ' of trench shall be opened inn advance of � B. Safety Signs : (300 ' to 400 ' Apart) the completed project . 43 . Duct termination inside manholes shall be flush with wall , clear of mortar and edges smooth . 1 . "Roadwork Ahead" 2 . "One-Wav Traffic" 18 . It is anticipated that water will be encountered during a 44. All ducts shall be the responsibility of the Contractor until 3 , "Be Prepared To Stop" portion of the excavation. Adequate pumping facilities 4 . "Flagman Ahead" shall be provided by the Contractor to keep the excavation proved , inspected and accepted by the Telephone Company C . Two (2) Flagman Required When One Lane reasonably dry . All pipe laying shall be done in a reason- inspector. Blocked . abley dry trench . In the event the trench cannot be dried 45 . Grounding: Use #6 bare copper wire , placed in both directions by pump , a minimum of 4" of 1 1/2-0 gravel shall be placed --.--- 8 . GTE to provide permits on total length of project . in the bottom of the trench . adistance of 50 ' from each manhole (placed within concrete ' encasement) . Run wire thru 1" core-drilled hole in manhole 19 . The Contractor shall ascertain to his own satisfaction the wall and attach both ends together to cable rack on field extent to which water may occur , the nature of the material in aide of manhole . Contractor o provide 1" core drill hole . which it will appear, and the extent to which such occurance 46 . A11 ducts to be plugged - mains , laterals and risers . Duct of water shall affect hip bid. All costs to the Contractor plugs contractor to provide. for pumping and dewaterini; the excavation shall be absorbed in the contract sum Yo extra of any nature shall be allowed by reason of water found in the excavation or that may enter 47 . Pull rope to be placed in duct runs . such excavation as run-off from storms , broken water lines a. M.H. 1, to M.H. 120 Duct #1 or any other reason . b . M. H. 1.20 to M. H. 145 Duct #9 c. M.H. 120 to Riser Pole #4793 Duct #6 20 . The Contractor shall furnish , place , and maintain such d. M.H. 120 to Riser to C . P. Ducts #8 - 11 . sheeting and bracing as may be required to support the sides e . M.H. 87 to M.H. 120 - 2" PVC pipe of the excavation and prevent any movement therin which might Pull rope to be provided by contractor. damage or delay the work , cause injury to street surfaces or 48 . Wall to wall measurements to be provided to Tigard Engineering adjacent properties , and as necessary to provide full safety A. S.A. P. ' Measuring tape GTE to provide . for workmen and the public , as required by the governing authorities . CONSTRUCTION NOTES : SPECIFICS 1. Total Trench Feet : 1 , 885 ' 21 . If to the opinion oto the Inspector any timbering is in- 49 . Lateral to come up into splice peds . Splice peds to be adequate , he may orcer additional supports which must be I. S.D-3 GTE to provide '. 2 . Total Duct Feet : 8 ,610 ' furnished and placed by the Contractor; but , compliance with such orders or failure of t1-.ie Inspector to issue such 50 . GTE to provide frames covers jet line (measuring tape) and , splice peds (I . S.D-3) Contractor to provide all other 3. Conduit Totals : order shall not release the Contract��r from his respansi- material and equipment necessary to complete this project . bility in respect to the adequate maintenance of ex- a. 11 way - 20 ' cavations .7 way -- 95 ' 51. 2„ PVC (Air Pipe) use reducers to match 4" duct entrance at b c. 6 way - 95 ' 22 . The Contractor shall excavate to the proper depth , prepare manhole . Reduce 4" to 3" and 3" to 2" d. 5 way - 130' a base slightly larger than the base of the manhole with at e. 4 way - 55 ' least six inches of. level tamped cal..l.rse 3/4"-0 rock . 52 . Rack both side' s of manhole and 2 pulling eye ' s per manhole to be supplied by contractor . f. Airway - 1075 ' g. 1 way - 520 ' 23 . All precast manholes shall have a minimum cover of 30" unless otherwise shown on drawings . 53 . M.H. #87 extend existing 2-3 1/ 2 ducts east on S .W. Varns 4 . Total Manholes Re4uired : by placing adapters to fit 3 1/2" to 4" a . 5106 -TA 1 24. Joints between precast neck risers and manhole fravies and covers shall be set with gasket material as use between vault 54 . Backfill to be of 3/4" - 0" crushed rock fu1 length of 5. All pavements over trenches or manholes to be excavated shall sections . project , be cut in a neat straight line prior to removal . 1.5 . Inside of neck risers shall be sacked finished. 55 . Compaction to be 95% of area in excavation . 6. Pavement shall be cut with a concrete saw and under no cir- tely 1/4" 56 . At Pole #13 , two (2) 4" Riser Pipes are existing. Take cumstances shall a drop hammer be used without first securing 2b . Frames and covers shall be adjusted approxima approval of the proper governmental authorities concerned . higher than existing area to eliminate water entering into duct #5 from M.H. 120 and mate to vacate duct at pole (open encasement from around ducts , re-pour when joined) . manhole . 7 . The Contractor shall protect the pavements adjacent to the 27 . Sizes of neck risers are available for use - 6" and 12" re- work by appropriate mea.-as so that only that necessary to be removed is affected. Any damage to pavements adjacent to quirements are 2-6" , 1-12 11 . the work shall be repaired or replaced , as directed bY the Inspector , at the expense of the Contractor . 28 . Ducts shall enter manholes at bottom outside entrance holes unless otherwise staged on dr,auings . 8 . Pavements or other street surfaces shall be cut only to the minimum width which will permit the proper excavation and 29 . Minimum of five feet straight Juct , vertical and horizontal bracing of the excavation or as required by the governing from manhole entrance holes tc start of splay is required agency . 30 . Splay shall be a minimum of 20 ' . 9 . Sidewalks generally shall be removed to regular lines and regular square , but where practicable , at the discretion of the Ins- 31 . Ducts shall be placed �n an even grade and as straight as pector , removal shall be avoided by tunneling . When sidewalks possible . are necessarily removed , they shall be replaced with a .like material and in a manner acceptable to General Telephone 32 . Plastic_ spacers shall be w4ed with 2" separation unless other- Company of the North.est , Inc . , Citv , County , and/or :tate wise stated on drawings and spaced every 10 ' authorities . 1c 33 , Encasement of conduit walls shall. be no less than 2" and no 0 . Where street surface pavements have been cut , the Cntractor more than 3" on top of ducts unless otherwise stated on shell provide and maintain a temporary surface of grovel , or maintain a plank surface across such cuts at all times until drawings . the pavement is replaced. At no time shall street , aileys , or 34. Pouring of concrete on ducts shall be done in such a manner access ways remain closed because of open excavations . so as not to trove or tlaat. ducts . Method shall be approve FORM 604011 7 1.74 am 11 . All pavements removed shall be replaced in kind, in full con- by Telephone Company Inspcetor. P O O.000•Y03 NW fortuity with the corresponding specifications of the City , County, and/or State . Few material shall be used and the �����~����� epi re air shall be satisfactor to the Inspector . T1GfiRD �wAs��a/tI finish p Y T"M COINQUIT ADDITIDRI- RDRD W ME111INd S.W. 71 NO RYE T. Zr R. 1W "C. I D OPN . PERMIT NO . 147-82 12=01 000. OF CHAMS AND NiAfON DAt1 wN CNNO AFM A/►O ' No, Mons: own +.•Ma. :tuw1NMOW --- �� �`II � f11 11111rf fif � l ) lrr � r � I �j _� I � � � � Iyijl � lll III � IIl � 111 ) 1 � 1 � 111 � 111 � 1 X11 X11 _ - 2 3 4 5 6 7 8 9 IIO 11 12 _NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICi;'IT I5 DUF TO 4PfQUALITY OF TIE ORIGINAL _ DRAWING, O11E 82 62 Lt 92 SZ ►t ET i2 IZ OZ df - /1 LI 91 SI bI EI ZI II 01 6 0 L 9 eN11111111N�111111N111NI11N11111111111111111111{11114111111N111!t11111111itli�ta1111NtIrN11111t�H1d1SN► E Z 1 1111it1111111IIn1111111141111111111Ilk" 11� huuuWluluulufl'Wt'l"H .. MARCH 30 1992 44- A AN tj SCALE 1"=50' 2 Ex s e. c ur,6 A qj W Z'- pvc Ea I 6 4 11 p v c E,a (A l6d —I ppootosr 12/u/ p ha' Dpose- zutb L117e- L41 )"7 O.S.H.D. SLOPE a'AELr, \ I - — —— % --i F 1 .2j .-- 77==--- /so ?-nd Ave 6V .T XIST. PIPE 40' qj w elW 2.-4"PVC —4"PPYC. SCM10% 10* pvc- A"D PT ul i� __ 44 Ds > 1-4"PVC BENDS 90O -34- z < 120, Z q0*36—- > , 0 = 0 4 2-00, OPEN LUT Q0 0 09 cc U.4 0 6 Z ZI OPER! CUT Exist, curb 1-191, B..r.P 1-41, PVC QEWD C100-36" 1- 4 BI P. Go 70 S4 Co- 7424 Cp ZA t 146. 1 r ............ 2-50 woe— ARK OWN 0 2.45 --awl uj 0 z Z40 2-40 Z310 L 3 0 Tr I ------— 1-If 00 1 *06 101+QQ 103+00 10444-00 .,ERMTT NO. 1 PLATE 1,PLAN-PROFILE 4 OF 5 KEUITEL & ESSER CO. ANGLET 4 DFJr 487008 V"de In U.S.A.* row L Jill I 111-11111 1-1-1)l Jill 11111111till V NOTE: IF THIS MICROFILMED 2 4 5 9 io DRAWI"'G IS LESS CLEAR MAN THIS NOTlCli-,-11 IS DUE TO 11-f QUALITY OF THE ORIGINAL 4 DRAWING. Ot 62 9? 1? 9? 92 *2 C? Z 12 07 61 Of LI 91 91 IP I E1 Lp I II Of 6 9 1 9 s III, E 2 fa MARCH 30 19 9 2 'al %w ve,6 p ,C Z --- - -- --- _----- - ---- __ ---------__._ ---- --- _- _ . .. .__-.----- - - ,- 11 PICK-UP A"XISr/A/G 4"PYL 4 ��Igo FU S EG P/PE. �' '--,4,.PVL" 43, SEE DE.TA%L "0" 0O + f r SCE DETA11�- "A"' 1 NI �_ 1--z" PVGE® Nr 7 ?4"P df!< I-- t" PYGE® W � [ 2-1"PVL EB I (i 2 � I I t -4"PVC Ee 2 `o "L O' � ` t 7-01 1-2" PVC L h J /-2"PVG E B V I i I^4„ pv L�� ------------- _ _ __m-4" P V G E'B- ------ S-4"PVL EB '900' -� W I W U 1�0' 3 (4 � 1q' tri Is, 1B' tt FUTURE S'LO/1/L,E'ET� SIDEINALK•� £ o .r - _ 1 ` _ r _ � - PRGPOtC R/w L/ZE'----go _ �_ PROPOSE CL/RQ ' - rN.p6 -. -V « .- -. 7 f'W - - rl .. sw S-s s.r 09Irt♦r�s7.r� -�. i _ �- -- �- -- -- - _. _ ___ _- _ - _ -_ __ _ _ ___ _- , ' ExfST. 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