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HomeMy WebLinkAbout1834-S w Aw r X D D3. D ! Z t i j I ' Ld E _� i l m 1 _ + i > { { I M Q N = _ ! m. � � I I 1 I o _ JADEITE AVENUE , - _ - 7C3 I _ _ — Z TLLJ � � " O D D � � , J 1 � : Lp Q _..... + ih N = D.. 1v ARM 8+60. 318 AHD= _ co o ,, Q, _ o� o + 3 = - - � � { o — A R 2 1 +34. 54 , C BK 3 2i 1 o-° _ I o , o °° o c`a'n �' o cr c" =mm WHITE �i11T D r � i { { 51 +� ' G MARKER �4 .= .. 3 o w ` o � �`' { Ln o 00 _ (33') (33') . 20Ln +62. 735 BC o ,, { { o { { �' - ry w `� o rm ON :CENTER !« R/W / { o { { -� o { { ,�, - " �► i 1 +3 63 I BK= o -+ 0 m-mi�NHI T E 3 51 22 { { � o Io 1, - ` ► 24 +03. 1345 . 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'1500 `` i L n 00 � Q 00 { (5i( ' ) 0. 0 I `vi i 5 (50 ) r I - w 10 . .00 LPJ j- 00 J•0 -- - ' o � 1 4 { { I { ; w `{ x.144 10.973 - -- o1� 050') x- ` t 1 -+ a Io { I { { ; ; Z ( I cn � jT 001) (36') �I J 3 3 RANCHO CUCAMONGA U � � Q a V! O _ o r o x -s • w O N LEGEND o w, 32 51 M z 3_- 9 51 (.001 MN �''� R/W No. DETAIL NUMBER PER CT STD PLANS A20A THRU A24E _ O �I� CHANGE IN PAVEMENT DELINEATION DETAIL _ _ - = - _ -6.096 (20') _ - - - - - N Ln o cr Q 3.353 (II') ARCH I BALD AVENUE ' AR' L INE -moi "' v V BLUE HYDRANT MARKER, PER NOTE 54 LLJ , _ __ 3.048 flO _ o 3.353 (II') — m 6.096 (20') o x W (n Z J R/W 51 9 Q No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA QROFESS/0N CONSTRUCTION NOTES Pio '� HIGHLAND AVENUE STORM DRAIN y M.A. KRAMAIN s= 50 THERMOPLASTIC PAVEMENT MARKING PAVEMENT DELINEATION P m O LAN o Ha 44030 a 6-30-05 51 100mm THERMOPLASTIC TRAFFIC STRIPE ARCHIBALD AVENUE * Exp. * STA 20+95. 8 TO STA 26+32. 0 4 CIVIL ' 52 200mm THERMOPLASTIC TRAFFIC STRIPE Ar CAI`I APPROVED BY 53 300rTm THERMOPLASTIC TRAFFIC STRIPE ARCHIBALD AVENUE CITY ENGINEER DATE5- x R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT SCALE I = 500 DESIGN / PLANS PREPARED BY# RECOMMENDED 54 PAVEMENT MARKER ( RETROREFLECT I VE ) VLK hd MO"ATT & NICHOL Call: TOLL FREE 4 E N G I N E E R S N o DRAWN 415 N. Vineyard Ave, Suite 200 SHEET I V) 1-800 MSN On+ar l o. Call torn t a 91T64 ' - Tel . (909) 937-0125 33 of 40 i` w 422-4133 ALL DIMENSIONS ARE I NCHECKED Fax. (909) 937-0199 DRAWING N0. N DA" METERS UNLESS OTHERWISE SHOWN. cL M nm WWI WOW ym VLK R.C.E. NO. 44031 f $3T – FILE N0. O -' FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I X - w . w x 1 , : 3 ' . y W t t w < 4- is e • � i w , s #a y 14 6 3 I4 o _,. O Q A R co T-7 3 0 POC 1 , ( I 74 1 _ 3 , w 0 - e 9. 497 POT ; _ 1 ; z HI 59+9 - i STOP U : 0 1 r - Y-P oL .J i • ' j i� F i (j t1� f. �T i .. sir/ 11RR j li + i 51 22 Q , L f,- « « J - � AR 2. 8 POC 50 w w 300 mm WH I TE 53 a . .x .« � ;� = � W:'1 W 60+00� Q00 POT �� � r ( « T � Q . , 22 5I a � - SIGNAL � z TYPE I V _ - o 5� r�.. � z, to A . _ .(LT) (TYP ) WE f? - 50 3. 963­ CID tLT O� 38 52 _ a °° R/W ( 13 ' j RfiIIF m to w X 01 i 3f0 3. 048 �' 3. 048 0. 457 6. 706 H i GHL AND AVENUE o M , � 0 ( I 0 ' ) ( I . 5 ' > - 4. 1 15 ( i 3. 5 ' ) o _ 12419? -- 1 ) 3 Z cn m ( 22 ' ) l06 . ( 8 H I W L I SNE- ( I � ) 0 - +} « E« 6. 706 12. I .�-} o - HI LINE J 219 - � \ W 0. 45.7 3. 048 6. 248 1 . - _- - _oM _ _ - (22 �-�-_ = _. 4Q' _� _ _ � -- y � _ _- -=- - _ - - - -_ � -' - - -- 20. 5 ) `-; o _ 1 , 1 _ __ , ----- - X R/W « « © 52 38 1351 R/W IGNAL 38 52 � 1 50 22 51 32 5I 22 51 38 52 + Z « AHEAD* 50 TYPE I V 50 000 ( LT ) 53. 645 24. 384 1 4. 630 14. 02 I `O 27. 342 (90 ' ) 15. 240 39. 14 I ( 1 76 ' ) ( 80 ' ) (48 ' ) ( 46 ' ) 73. 389 (240 ) TAPER REVERSE CURVE ( 50 ' ) ( 128 ' ) « A « + _ « H I W« 59+36. 602 POT= « ARM« I 1 +05. 195 POC= « HIE« 62+05. 2 16 POT " JA « I 0+00. 000 POT « HIE « 62 +04. 635 POT --- _ 15. 240 0 '901 (50 ' ) , ,J- TAPER .. t i i i CIL _....<..... ,. ...,,E _a - �.. � � _ .<. ,/ M _ < r 29 J O t o �/ / v . - _ - K I- { R 4. 5 .2 �:. T ti. . y z , s t . - w m _ 1 . M C' 1 4 w - - i-0 ) > _ H I GHLAI��D AVENUF 6. 706 (221 ) _ c7 ) ori' ( 10 ) _(2_/ ) 0 « HIE« LINE ( 2. 0 ' ) cn F- t3. 048 6 ' + vG 6. 706 ( 22 ' ) 0. 914 4 _J t �� 6. 096 ( 20 ' ) :- ., h , LJ _ _ v >__- O \ ` (n W Z R ; TYPE IV R/W X - J I N50 {LTA 27B 52 J 1 -A z 21 38 52 ti U ( 70' ) I � 4 580 (225 ' ) 114 7 TAPER REVERSE CURVE (50 ' ) TAPER No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA QROFESS/pN �a '< HIGHLAND AVENUE STORM DRAIN LEGEND CONSTRUCTION NOTES PAVEMENT DELINEATION PLAN H M.A. KRAMAN - z cm cc No. 44030 50 THERMOPLASTIC PAVEMENT MARKING * Exp, 6-30-05 � No, DETAIL NUMBER PER CT STD PLANS A20A THRU A24E HIGHLAND AVENUE CIVIL 51 I OOmm THERMOPLASTIC TRAFFIC STRIPE STA 58+ 1 1 . 6 TO STA 66+40. 0 �O1r• C&1F -�4� CHANGE IN PAVEMENT DELINEATION DETAIL APPROVED BY DATE HIGHLAND AVENUE 52 - 200mm THERMOPLASTIC TRAFFIC STRIPE CITY ENGINEER R.C.E. No. 24953 X UNDERGROUND SERVICE ALERT V BLUE HYDRANT MARKER, PER NOTE 54 SCALE 1 : 500 53 300mm THERMOPLASTIC TRAFFIC STRIPE DESIGN PLANS PREPARED BYt RECOMMENDED V L K - bitI MO"ATT & NICHOL N E N G I N E E R S o Call. TOLL FREE 54 PAVEMENT MARKER (RETROREFLECT I VE ) DRAWN 415 N. Vineyard Ave. Suite 200 SHEET o1 , 1-800 MSN Ontario. California 91764 Tel . (909) 937-0125 34 F 4 0 0 w 422-4133 ALL DIMENSIONS ARE IN Fox. (909) 937-0199 METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING NN O. rn TMp ,OMM DAYS SEFOE YW OM V L K R.C.E. NO. 4403 83 FILE N0. ' O FOR REDUCED PLANS 0 20 40 60 80 i ORIGINAL SCALE IN MILLIMETERS 11 I i I 1 I 1 I ( 2 -W- 4 ) CONSTRUCTION NOTES : r, / J FI] ADJUST SIGNAL HEAD TO FIT THE LANE CONFIGURATION OF STAGE I . LFF— } F2] REMOVE AND STORE EXISTING 3 SECTION SIGNAL ARROW HEAD. INSTALL X 4 SECTION HEAD PER DETAIL A. 33 DISCONNECT EXISTING LOOP IN PULL BOX. ' F41 RE-PROGRAM EXISTING NEMA TS- I CONTROLLER AS NECESSARY TO PERFORM GENERAL NOTES: AS REQUIRED BY THE TEMPORARY PHASE DIAGRAM. F51 EXISTING LOOP DETECTOR INPUT FILE CODE NAME ( I - S- 5, I -N- I , ETC ) w I . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS, STD. SPECIFICATION INDICATES TEMPORARY DISCONNECTED AT INPUT FILE RACK INSIDE CONTROLLER CABINET. o Z DATED JULY 1992 AND STD. PLANS DATED JULY 1992 , EXCEPT AS SHOWN IN [6] TEMPORARY COVER EXISTING SIGNAL HEADS. - w THE SPECIAL PROVISIONS. [ 7] CONNECT TEMPORARY LOOP TO PULL BOX. ' a 2. ANY DAMAGE CAUSED BY THE CONTRACTORS ' OPERATIONS, THE CONTRACTOR SHALL , [8] COVER EXISTING 08 AND 02 PEDESTRIAN HEADS. p AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT ` I = Z MANNER. CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER OF ANY DAMAGE TO CITY F9] PROVIDE SUPPORT FOR SIGNAL CONDUIT AND TEMPORARY LOOP WIRES DURING CONSTRUCTION. Q -� OWNED EQUIPMENT CAUSED BY CONTRACTOR. c� 3. VEHICULAR INDICATIONS SHALL BE 300 mm. v _ 4 . ALL EXISTING CONDUCTORS CAN BE USED TO SATISFY THE ASSIGNMENTS OF I � F CONSTRUCTION STAGE 1 . 5. ALL CALLOUTS WITH PARENTHESES ARE EXISTING. X i-i 6. ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. L J i J (10 SC (D t J 1 . O _ I 8 D Sc (08 ) R/W L i � , �c� _ (08 ) � � (08 )I�":� � s. 7. f (06P ) Y (08P SC \ (06P ) L - - - - , — — J _ s TEMP TEMP rn I I -N -6 TEMP 2- S- 5 TEMP R34 - 2 5 7 - 2 -N -6 -, I Aft Adak - 5- 5 I ( 06 ) I I I - I 1 _ _j Adak _ 6 1. " o - I 2 3 r - , -, ( I - N-6 ) 10+ 40 0+4 ARMLINE zIt � R34 3 N X--- V) ( + 80 - - - 5 00 N --1 ARCHIBALD N _ 01 ) AVENUE i 40 i i, r-i ( l 3 3 Jr9 01 + BC o f O L,, i - R/W � 4 �� 6 I L_J E O 8 X ��, 8 00 GO TEMPORARY PHASE DIAGRAM ' ' . R } w w 1 2 3 4 I , / 41 M 3 UNASSIGNED UNASSIGNED UNASSIGNED ALL 300mmCITY GREEN No. DESCRIPTION OF REVISION DATE APPROVED 8 LENSES 5 6 7 ESS / CITY OF RANCHO CUCAMONGA o— —� F ' DETAIL ' A' RONALD R. ��, HIGHLAND AVENUE STORM DRAIN UNASSIGNED UNASSIGNED o FROMKNECHT I O No SCALE SIGNAL AND LIGHTING rnz No. C 45704 ARCHIBALD AVE AND HIGHLAND AVE Exp. 12-31-02 TEMPORARY STAGE 1 s� CIVIL qTF OF ��\P Iblot APPROVED BY CAL IFGCITY ENGINEER DATE d� R.C.E. N0. 24953 X UNDERGROUND SERVICE ALERT L— -,r ARCHIBALD AVENUE DESIGN PLANS PREPARED BY RECOMMENDED LJ ( 2 - E - 8 ) SCALE I a 200 RRF FPL AND A880C/A s, INC N o Call: TOLL FREE DRAWN 10 CORPORATE PARK, SUITE 310 SHEET O 1-800 E V T IRVINE,CA 92606 37 40 ' w' 422-4133 ALL DIMENSIONS ARE IN TeI.(949)252-1688 of o w METERS UNLESS OTHERWISE SHOWN. CHECKED Fax.(949)252-0088 DRAWING N0. I in TVI WOWM DAYS WFOW YOU DIG RRF R.C.E. N0. 44030 1 -� — FILE N0. ! 3 FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I 1 I I I I I ( 2 -W- 4 ) CONSTRUCTION NOTES = r J F—I ] ADJUST SIGNAL HEAD TO FIT THE LANE CONFIGURATION OF STAGE 2. - I F21 REMOVE AND STORE EXISTING 3 SECTION SIGNAL ARROW HEAD. INSTALL 4 SECTION HEAD PER DETAIL A. F X � { F3—] RE -PROGRAM EXISTING NEMA TS- 1 CONTROLLER AS NECESSARY TO PERFORM It AS REQUIRED BY THE TEMPORARY PHASE DIAGRAM. GENERAL NOTES= F4—] REMOVE AND STORE EXISTING SIGN R34 . INSTALL NEW SIGN R34 - 2. I . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS, STD. SPECIFICATION �ODATED JULY 1992 AND STD. PLANS DATED JULY 1992 , EXCEPT AS SHOWN IN [-5] REMOVE AND STORE EXISTING SIGN R34 - 2 . INSTALL NEW SIGN R34. + w 6 CONNECT TEMPORARY LOOP TO PULL BOX. 6' THE SPECIAL PROVISIONS. Z ' w 2. ANY DAMAGE CAUSED BY THE CONTRACTORS ' OPERATIONS, THE CONTRACTOR SHALL , [7] COVER EXISTING 06 AND 08 PEDESTRIAN HEADS. I > AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT TEMPORARY COVER EXISTING SIGNAL HEADS.[8 ] � MANNER . CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER OF ANY DAMAGE TO CITY s 0 OWNED EQUIPMENT CAUSED BY CONTRACTOR. F9] PROVIDE SUPPORT FOR SIGNAL CONDUIT AND TEMPORARY LOOP WIRES DURING CONSTRUCTION. Z t [10] DISCONNECT EXISTING LOOPS FROM PULL BOX. Q 3. VEHICULAR INDICATIONS SHALL BE 300 mm. ?� -- 0 4 . ALL EXISTING CONDUCTORS CAN BE USED TO SATISFY THE ASSIGNMENTS OF NT _ CONSTRUCTION STAGE 2. I I 1 - ,�, 5. ALL CALLOUTS WITH PARENTHESES ARE EXISTING. AB 6. ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. X © r BB7. THE TRAFFIC SIGNAL SHALL BE CONSTRUCTED PER SHEET 39 OF 40 L- 7 FOLLOWING THE COMPLETION OF THIS STAGE. _ 0 A: D _ SCr- 00, 7z7zi - SC -t ------- --Z i AB ARCHIBALD AVENUE _ _ . 1( 06 _J ( I -N-6 ) z ' ARM" o L I NE _ 1 0+40 A c(\jN / 10+60 L_ - ,(0 1 ) 8 1 0 !_! X--- V) 10+ 80 J L -J 4 _ 1 (�b5 )` `� 1 2 6 P I L J L J � TEM �, `;' AB I 2 (Q�2 ) j TEMP 2-N- w U) 6-- 6 TEMP 0;1 6 10 TEMP Aft - S- 2 ' 1 CD 1 - - �o - - I T=EMP 0 - �- ( 02P ) //// L 1. (0 2 ) C:) — f� (04 ) � N (02 �z �/ I R/W I , , ( 8P SC ) E _ � 3 (0,o S C O r r '- X O L J L J G " 7 rF w 00 1 = 1 1 I \ - ' w I..0 TEMPORARY PHASE DIAGRAM , L 2 3 4 o— — —0 UNASSIGNED UNASSIGNED ,\`fir' ALL 300mn GREEN No. DESCRIPTION OF REVISION DATE CITY � LENSES APPROVED CITY OF RANCHO CUCAMONGA 5 6 7 8 N F SS ' DETAIL ' A' e HIGHLAND AVENUE STORM DRAIN o ( , No SCALE RONALD R. SIGNAL AND LIGHTING UNASSIGNED UNASSIGNED UNASSIGNED FROMKNECHT ARCHIBALD AVE AND HIGHLAND AVE z ul No, C 45704 m TEMPORARY STAGE 2 cr- EXp. 12-31-02 APPROVED BY _ r_ S� C I V I L CITY ENGINEER DATE X UNDERGROUND SERVICE ALERT L— I r qTF OF ,6roZ R.C.E. N0. 24953 � ARCHIBALD AVENUE CAL 1 S DESIGN i PLANS PREPA ED sr RECOMMENDED R R F ( 2 - E- 8 ) SCALE 1200 f PL AND ASSOC/A M, /NC Call: TOLL FREE o DRAWN PARK,10 CORPORATE SUITE 310 SHEET p �, 1-800 IRVINE,CA 92606 I 422-4133 ALL DIMENSIONS ARE IN EVT Tel.(949)252-1688 38 OF 40 0 cr TW BIG METERS UNLESS OTHERWISE SHOWN. CHECKEDRRF Fax.(9491252-0088 DRAWING N0. 1 R.C.E. N0. 44030 1 8 3L--5 a FILE N0. � FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I 1 I CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN 0 0 0 Z�\ 0 0 0 A DETECTOR SCHEDULE X CABLE 01 - - - 3 3 3 - - - 2 - - - - 3 3 3 3 3 SENSOR 4 - - - - 3 3 3 3 3 DETECTOR 05 3" 3" 3" 3 N 3 + 3" 3 + 3" 3 3 3 NO. CHANNEL 08 _ 3N 3N 3 3N 3N - - _ I I - N - 2P - - - - 2 2 2 2 2 2 I - S- 5 # 14 04P 6P 2 N 2 N 2" 2 N 2" 2" - - - I I - S - 2 08P - 2" 2" 2 2 + 2" + " 2 2 2 2 2 ( 2 - S- 2 ) 2 PPB - - - - 4 PPB - - - - - - - - - I I - N -6 06 PPB N N N N N _ _ 3 8 PPB I I" I " I N I + IN I + IN I 1 1 2 ( 2 - N- 6 ) PPB COMMON I " IN IN I N I + IN I + IN I I I I ( I - E- 8 ) SPARES 3" 3" 3" 3w 3 + 3" 3 + 3" 3 3 3 4 TOTAL 10 1 6 16" 6 + 1 6 25 + 16" 25 + 16 1 9 19 19 2 ( 2 - E- 8 ) # 12 I I SNS - 2" 2" 2 IN 2 + 2" - 2 2 2 1 ( 3 - E- 8 ) SIGNAL COMMON I " I " I " I N I + I" I + IN I I 1 5 # 10 LUMINAIRES - 2" 2" 2 N 2 + 2" - 2 2 2 1 2 I -W- 4 X TOTAL 1 3" 3" 3 - 2 3 3 3 #6 SERVICE - - - - - 2 - - - I ( 2 -W- 4 ) 6 ,01 DETECTOR 10 1 0 10 1 0 I N 1 0 - - - 2 T 3 -W- 4 2 DETECTOR - I - - - I I + I ® - - - DLC 04 DETECTOR - - 1 + 20 1 + 20 1 + 20 1 + 20 - - - ALL DETECTORS WITH ® PARENTHESES ARE EXISTING. TYPE B 06 DETECTOR 20 20 20 20 2 0 2 0 - - - 8 DETECTOR - - - - 3 3 3 3 - TOTAL 3 ® 30 1 +50 1 +5® 5 + 50 5 + 70 3 3 - EVP CABLE - 1 1 2 4 4 2 1 1 CONDUIT S I ZE (mm) 78C 78C 78C 78C 2- 78C 2 - 78C 78C 78C 53C ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. N = NEW CONDUCTOR ® = NEW DLC X--- POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIG. PPB HPS IISNS NO. Type HEIGHT Sig M. A. Lum M. A. A°m Pole MTG ARROW LUMINAIRE (SEE IIs SIGN DETAIL) 9. 1 m 13 . 7 m 3 . 6 m 2-MAS SV - I -UM SP - I - CS - - 250 H i gh I and 960T26 - 4 - 1290 © I -A 3. 0 m - - - TV- I -UM - 6 E - - © 19- 4 - 129* 9. 1 m* 7. 6 m* 2. 4 m* MAS R SV - I - UMR SP - I -CSR 6 E 250 R Arch i ba l d AVE R 6500 D I -A 3. 0 m - - - TV - I -UM SP - I -CS 8 S - - E 26- 4 - 129 9. 1 m 13. 7 m 3. 6 m 2-MAS SV - I - UM SP - I - CS - - 250 H i gh I and 9700 F PPB POST 1 . 2 m - - - - - Y2 N/E - - G I -A 3. 0 m - - - TV- I - UM SP - I - CS - - - OH 17 - 3- 129 9. 1 m 6. 1 m 2. 4 m MAS SV- I - UM - 2 W 250 Arch i ba I d 6600 X 10 , 1 - A 3. 0 m - - - TV- I -UM SP- I - CS - - - - ALL POLES AND EQUIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. * = NEW R = RELOCATE f Q C) S /0 4 CITY No. DESCRIPTION OF REVISION DATE RONALD R. APPROVED �, FROMKNECHT - CITY OF RANCHO CUCAMONGA z Lu NExp.o. C 45704 M 12-31-02 HIGHLAND AVENUE STORM DRAIN � sq CIVIL A?, SIGNAL AND LIGHTING `P TF ARCHIBALD AVE AND HIGHLAND AVE OF CAL IFO� 516 1Ut LOCATION 2 APPROVED BY X CITY ENGINEER DATE UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPA ED BY RECOMMENDED Call: TOLL FREE RRF FPL IDCORPORATE 80C� KEBUITEN�O N o DRAWN SHEET p V) 1-800 IRVINE,CA 92606 1 422-4133 E V T Tel.(949)252-1688 40 4 0 ALL DIMENSIONS ARE IN OF o W Cr METERS UNLESS OTHERWISE SHOWN. CHECKED Fax.(949)252-0088 DRAWING N0. 1 tn TW WCRKM DAYS �� YM DWRRF R.C.E. N0. 44030 J 8 3 q-S — FILE N0. I FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I l I I 1 I 1 I I