|
See Note 10 ` '
<br />I ! 00
<br />9 -� �""� � NOTES: ' beakBackfill with materials aqual to or
<br />1. N distance From curb to back of I Retaining cure if A or a 2w Typ better than the existing pavement
<br />I sidewalk is too short to necessary at
<br />occomadate romp and 4' 4 edge and base in quality. New Pavement
<br />of sidewalk 1. One street sign is required shot! be 1" thicker than existing
<br />A A pla tform as in Cc" A. g q
<br />.= A the sidewalk mad• be de- I I 1 # _ I 1� I $T at each intersection. pavement, minimum of 0.25 feet.
<br />E� pressed longitudinally ` I see Note 11 I\vl 2. Block numbers are to be acquired Q
<br />an m Case B or C or may V 'g 10
<br />►t - Crosswalk >K o Front Edge q Y Y !» widened as in Case D. NOTE
<br />x { t 1 OC E from the Son Jaa urn Count New base shall be 1 thicker than
<br />12.5X ,r20 of Sidewalk 1111 Gommunit Develo ernent = existing base, minimum of 0.5 feet.
<br />Planting ctox- r_mic 2. IF sidewalk is less than " See Note 10 I Y P 1, ALL STREET LIGHTING AND
<br />Area _ T 5' wide, the full width of w� 8.a3` i L Department. APPURTENANCES SHALL CONFORM
<br />c` Full Curb the sidewalk shall be de- Max. st �'-4• r 1 /2" R (tYP) M o0 .3. See improvement plans for TO P.G.&E. STANDARDS AND
<br />Height Pressed as shown in Case C. tv 12.sx
<br />I `` Max. all I location of traffic control SPECIFICATIONS. Existing Pavement
<br />`a o I A I l 3. As an alternate to Case A. one PIC at n' i deVlCes.
<br />e ram may be laced in the center t I 2. STREET WGH7 LDCATIONs AT
<br />a { Crosswalk ear° °'� TYPICAL STREET SIGN 4. The length of the street sign 6" Min. 6" Ea �+ 6" Min,
<br />f INTERSECTIONS SHALL B£ APPROVED T t 1 (Typ }
<br />of t�ir curb return as in Case E BY S.J.Co. DEF RT1tENT OF PUBLIC
<br />( yP.}
<br />CASE A See Nat. 1 t if located
<br />varies due to the length o wDRI(s. -1i �
<br />Retaining curb if 4••^ ramp is located in center ! _ _ ! C in center of curb return the Street name. "'-� • - • • •'/ ' 1 ' �`��• j/
<br />",r e 9 of curb return, crosswalk con- A �rS 5. See Standard Drawing No. R-23 F- 3. STREET LIGHTS SHALL BE ENERGIZED '�� /` ompact in 12" max.�� PRIOR TO COUNTY ACCEPTANCE OFlayersnecessary at edge rigurotion must be similar tod � #0 a min.
<br />Of sidewalk 4.5' min. for for proposed sidewalk a 3'-0" /✓ 3 -0'
<br />�4, 1 that shown on the plan to CASE C P aP I
<br />^j occomadate whaelchars. 4 1/2" curb. Ca5@ F
<br />' (Sidewalk Ips than 5' wide) sign IOCatlan5. = MENTS SHALLk'3ETMAO�wiTH P.C.&fCeY \' - relative COmpaCtlOR
<br />6.337� 5. If planting area width is equal 6' min, for See Note 6 6. Stop Signs shall be 30" for V TO EITHER INSTALL THE STREET LIGHTS, -- / of 95%• under pavement 4 ---- / r
<br />------_-_- -_ ✓ and shoulders, and - ^�
<br />f to or greater than ramp length, Z OR AGREE TO ACCEPT THEM FOR OPERA- � -- - � r-- _ � Vanoble
<br />Max. ram side sloe "x" distance-3'. 6" cure urban areas and 36" for rural \/ 90% outside shoulders. Y r - -�
<br />c P P � TION AND MAINTENANCE UNDER THEIR �"------"•'-� V v
<br />o See (See Case G) areas. LSS RATE SCHEDULE AFTER INSTALLATION. �/`------_-`\/ ✓
<br />u J E Note 1O ff I O �,� E Variable-_,- Compact in 24 max. v v
<br />,r 1} M 8. For Cases F and G, the I�4 �1 �1 57 M f_ - layers t0 a minimum
<br />a E N Ian itutlmal portion of the I I J Ir
<br />sidewalk may need to be de- r I MAIN 100 E R W ✓ - �� relative compaction D+ 12"
<br />i pressed as shown in Case 6. I ` 111 / ' of 85%.
<br />7 If located on a curve the } Front D.D./2 Compact in 6" layyers
<br />12.5% sides of the ramp need not --� t . Edge Z to o minimum relative \
<br />cMv Max. n x Front Edge of be parallst, butt • minimum = K a II ,t x c o
<br />at 210 Sidewalk width of the ramp shalt be 4'. gr 3 Nl1 N� Su Note 10 Sidewalk
<br />fi (l �( \�`� COmpoctlon of 90%.
<br />Curb S. The bottom of the ramp shall PX 10" Min. O.D. 10" Min. 10" Min, O.D.-10" Min
<br />have a 1 2" lip at 45' See Nate 10
<br />/ P Front Edge of v Edge of pavement
<br />r ,r a See Note i1 d rotated n" X. Sidewalk �_4,� TOP
<br />E �- or back of dike a �.- 1 g 1 �� t0 P U E O.D. I _ O.D.
<br />in center of curb return 9. Sidewalk and ramp thickness, ''+p� at
<br />CASE B -T-, shah be a min. ins curb Plana st + 20" Min.
<br />SSL.
<br />I MIN. �- I+ 20" Min. I I I
<br />10. The ramp shall have a l V wide "x M x
<br />Use grooves on sipping i See note 13 _ 4_' min., border with I/4 grooves ap- �3'�" `'e- r ION Y
<br />portin of ramp when g _ proximately 3/4" o.c. See A _ i
<br />located in center of I Tap of Romp ooving detail, The surface FACE OF p
<br />curb return �! 6.i3X max 12% Mox I $f ramp shall have a transverse l,yr - CURB
<br />I RIGID CONDUIT FLEXIBLE CONDUIT
<br />? broomed surface texture rougher
<br />Lip �` than the surrounding sidewalk CASE D A ar s 6' rural
<br />Rounded -, except "hen located in center 7' urban 1 ,
<br />SECTION A -A Fare of rLL 11
<br />11. When ramp is located in curb Case G
<br />See _ _ 4• center of curb return, it See Note 6
<br />shah be grooved in a herring- cV
<br />note 13 Retaining Curb if bone pattern with 1/4" grooves A See Note 10 \������ _ NOTES.
<br />B 337 I necessary approximately 1 1/2" o c. Seems / \\\ StOD ]red street
<br />Lip grooving detail Grooves should max
<br />Max. 2S �fax.� be ahgned paral*i tc crosswalk .j, �` I sign-ocation
<br />stripes to direct blind pedes- 1. Relctive compaction of materials shall be tested in accordance with
<br />trians into appropriate A 2° I. D. alv. J cv P P 9
<br />s'� L� crosswalk. g j the Stars of California, Dept. of Transportation Testing Manuals, test
<br />Approx. . 1p Z of STOP AND STREET SIGN �, method No. California 216 or 231.
<br />Top of Ramp 12. Ramp rid• slope varies 'n5 See Note 11 '-° approx. 1 1 2" °" PIPe /w
<br />Rounded SECTION 9-8 unirormly Frain a maximum of .• an a sloping portion ac 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />Depress entire sidewalk as required up to 12.5% at curb to can- C �,., � 1/4" of ramp LOCATION DETAIL p� 3. Jetting or ponding will be permitted within the street Right of Way with
<br />Form with longitudinal sidewalk \ `"j 10" flatten `� I a 3 year bond.
<br />slope adjacent to tot of the 4s "i •,•pipe ,o,],c 4. When shown b sail composition and cam octabilit ninetypercent 90%
<br />romp, except in Cases c tx G. •� y P P y' P ( )
<br />Retaining Curb if 12.5% Max. Compaction may be used, when approved by the Director of Public Wori(s.
<br />Lip ry 13. slop sloping sidewalk. alk. Foheight
<br />a gh curb 2Y. at curb ...., 4' ti' _ i g q Y P P
<br />neeesaa TYPICAL STOP AND STREET P
<br />2% Max_ Crosswalk � - ,1/4'.• 5. Special bedding requirements may be shown on the laps or specified in
<br />height use B' romp or case C. [ MIN, I MIN. i SpeCIOI provisions.
<br />C'T SIGN INSTALLATION '-1 6. Shoulders shall be as shown on the plans or specified in the special
<br />a"
<br />Case E LIP DETAIL GROOVING DETAIL � I provisions but in no case shall the shoulder be less than three feet wide as measured
<br />= 3' min. for 4 1/2" curb see Note 8 RURAL. ROADS 9 P
<br />from the edge of pavement.
<br />' '
<br />Sheet 1 of 2 4min for 6curb
<br />SECTION C-C sheet 2 of z
<br />"•. R•wN• e1• ww 1t•,NM " MP 1 M
<br />A... P• � or STANDARD STREET I + " ':a. Revised By � Approved by � R" "
<br />HANDICAP RAMP HANDICAP RAMP SIGN DETAILS ° ° I STREET LIGHTING TYPICAL TRENCH BACKFILL
<br />.rPw" " JLD tom, +~ JLD JLD (WITHOUT SIDEWALK) I STA N C;� R D S I Director of Public works o a by JLD
<br />heck_ by COUNTY OF SAN JOAQUIN D• SEPT. 1991 eiwr.l by COUNTY OF SAN JOAQUIN o•+• SEPT, 1991 c•..k.e w COUNTY OF SAN JOAQUIN SEPT. 1991 I `"°"" by EDIT I �*••�•• a COUNTY OF SAN JOAQUIN �• SEPT. 1991
<br />DCPAR AINT or Pusua WORKS cl,-eked by -AS- COUNTY OF SAr, JOAOUIN Date FEB. 1 994 I ovAenio,r or Pusuc waRxs _
<br />s.•,. NONE orew, q wP. R - 10 0 sw. None arrvinrtrlr air ninic rrRxs I °ra'" 9 "` R 10 b sP.i. NONE on.RnllRr air Pusuc woRxs I o . -"e +. -
<br />R 25 _ Sale NONE I °""^9 "°' R 29
<br />u'e RE.Q'D I FhRT NT OF, .. ia'xpRics
<br />1 18' i
<br />Z. Cast Iron Frame and Cover - refer I
<br />Dia. or Sq. Standard frame and Top of pavement grade- to Standard Drawing No. S-4
<br />r 6" cover assembly TExpansion Joint Typ. Mortar ZONE C
<br />5 X ZONE A 4"
<br />Precast reinforced concrete ! t 1 //2" D- 3 HOLES / 2 No adapter joints in
<br />A.C. 4" 2• Typ, ' j -rings
<br />EQUALLY SPACED PICK HOLE
<br />//P (/- (j yg�ode ad'uatment se s
<br />'e•, `•,•�,P°° :. . ,• •° •.•,.•° .• .•• .°• 1 �'-tI 7', 3". 4 at 6" sections ❑ special pipe
<br />je•;•••;P•0••°°j• �PpO°P •j°••••••••°•••e• I �• 1
<br />Noeo•,o•• •o•,oe 11 ., •oe.••:o°':•••°:•••:•° A �- A as required It A OOOO ❑ Q oO A \ / / / / / / / i LLI t N / / / / / / /
<br />�•°••°pO°i�jee•6^° rt •, jOe•Oi•j°ppOss •i r 1� A. B. :.e:.. tl •;..•:.•° .• ;.••..• 1
<br />�,.o, Po°P C.C-/ tl �6 !..;;.•;::•;e••e°�°°:• I I Precast reinforced Water 4'
<br />i`�oi+via oe�°ioo°ii ��o ~ 3" 11 i��Oa°jai+•ii••Oi••°i•j°••� Concrete cone OD V 0 O i - _ Zfl hlEMf IN
<br />j0 0• o• ,•,•a e,••• so•O iA Q❑ 0 0 Q ❑0 ? �ZQNE 1' MAIN
<br />I ZF
<br />lowline of 2•_0" I 0■ giiB aasE3 3■ 1 B .1 T B I
<br />' n I I utter All joints mortared and / \ / e i p
<br />banded with mortar on Diam. •N i 1
<br />Undisturbed Survey monuments r^:� \ /ZONE 3 No adapter joints ONEspDecial pipe
<br />basement soil 3 4"0 x 30" iron in both interior and
<br />/ p � I I �` ,r exterior surfaces 4 I � � I � 6• 4' � 4' �� 6'
<br />with identification marks _ \ I \\\ \\\\
<br />Lip of Guitar 5" Min- -` :?�' 1"xl 1 4" PICK HOLE \ 10'� 1\\ r99 ZONE 81
<br />Precast reinforced manhole. / �'
<br />PLAN ASTM C478, adjust to
<br />TYPICAL SECTION 4roeectiele atiisn. (1i,2'. • a \ PARALLEL CONSTRUCTION PERPENOICULAR CONSTRUCTION
<br />`o �_A C `e NOTE: Dimensions are from outside of water vain to out
<br />of sewer.
<br />� \ ' a � all crossings shall be at 90' where possible.
<br />Notes: , PLAN VIEW g
<br />2' T 38" Olam.� New sewer-existin water main
<br />rP• � - CASE I: 9
<br />cast iron Hood ToP of Curb 1. Eccentric cones shall be i ' � " ZONE A: Sewer lines will not be permitted in this zone without special
<br />t 8" d to of curb used where specified on
<br />p i 1, iV 00 permission from County Environmental Health.
<br />e- I to now line of prpe the plans. or I Extra strength th vitrified clay i e with cam cession oints-, or
<br />js� l �; ,; ••; ; • 2. Joints may be either keyed FI ZONE B: 9 Y pipe P 1
<br />A �}, exceeds 4' 1 or tongue and groove. j ':'_'{:..:.'„'-:,''{':' - 2T rubber gasketed plastic pipe conforming to ASTM 03034-81 SDR-35
<br />ygs S U RI A iu _ ' • Flawline of 4" •� 25 1 /2•
<br />j 3. Diameter "A' shall be ` Lowest specifications.
<br />Gutter. 48, 60", or 72" as r
<br />j �''r' 3 5 8• R I 3 3'4' Options! Con-� I ,� 2-1/2'0 x 12" Dowels required. / „ ZONE C/D: Where sewer will carry flows from industrial it commercial bituminous
<br />, in each wall at Class "8" concrete for in 1 8 merit class 50 or heavier ductile iron pipe with standard bituminous
<br />L- -- -- i J struction Joint. base. Pre -cast base coating and approved mechanical joints shall be used. Where sewer
<br />-- ----- -- - -- -- Construction Joint 9 PP
<br />' •-•'- '-- See Note 3. - * may be used if approved
<br />� by the Director of Public Works will carry flows from residential developments only ductile iron ploe
<br />+,t� IIII R 36" as above, class 200 PVC (DR14 per AWWA C900) plastic pipe air
<br />M NU l� �� I_1 1/4" rubber gasketed pipe conforming to ASTM 03034-81 SDR-35
<br />class "n P.C.C. ELEVATION I specification may be used. In each case a minimum 18 foot length
<br />I -": N 1 1/4 of pipe with no joints shall be centered at the water morn. No
<br />r_ - ' ' - " Sidewalk 24"
<br />1/16" raised letters N A -A 3e NOTE, A V-6" concrete cane may be used if approved by the Director adaptor joints will be allowed closer than 8 feet to the water line.
<br />SECTION of Public works 31 1/2" I CASE II: New water main -existing sewer
<br />Subgrode } t No water mains shall be constructed without special permission
<br />SECTION Q-A from County Environmental Health Dept.
<br />Frame
<br />Cover Lift I NOTES' I ZONE B: If the sewer does not meet the ZONE B requirements given above
<br />holes 1 Hood shall be Cast Iron and be ;' 8 1/2" j 5td. frame &Cover
<br />the ware main snail be of class 200 pipe or equivalent.
<br />Material: Cast iron equal to "PHOENIX" P-6002. Mortar 1" Clear 1 2 ZONE C: No water mains shall be constructed without special permission
<br />I T r Frame and rate shalt be equal 3/4' / 4" I from the County Environmental health Dept. If permission is granted,
<br />1 " I ,-�',
<br />f 1 f to "PHOENIX' P-6301. Chain rota x c Flot slab shall be used when Steel Bar
<br />g o ._ 1'-6" depth does not permit use of �- 2" " the sewer shall be encased with reinforced concrete as detailed below,
<br />to frame. 1 17/32 1" or reconstructed per case I ZONE C/D requirements.
<br />2. Precast concrete catchbasin ma be used { tapered unit Vent -Optional
<br />y v i� - 25 1/2" Use recast �k-20 load rotes qq P
<br />� subject to written approval of the I �24" p ZONE D: The sewer shall be encased with reinforced concrete as dr>taiied below,
<br />J pP *5--«-, as manufactured by Teichert Precast or reconstructed per case I ZONE C/D requirements.
<br />I N Director of Public Works. _�
<br />I 3. Catchbasin Walls may be poured to ` i _6" Min. or equal, ZONE P: Prohibited construction zone.
<br />an elevation not less than 2' below 12" dia. 1 A _ I Frame shall be secured to riser or 30• 5-1 /2"
<br />to of Curb. It shall be the Min.
<br />I - i flat slab top with cement mortar " NOTE:
<br />responsitsility of the Contractor " SECTION C-C 3 .'f., No. 4 bars (1) Sewer tines law er than 24' diameter,
<br />V 2 1 /2" 1 to frame in and pour the upper 2' 3 3/8 I 1 • house laterals �bove pressure water
<br />t of the Catchbosin monolithically FLAT SLAB TOPL 2 1 /a'
<br />6" 1 /4•• with the Curb and Gutter. Acceptable reinforced mains Ec sewer lines within b re of low
<br />I f .•t•
<br />Diameter 4. All expaced steel shall be dipped w - 6" concrete encasement head water mains, shall be reviewed
<br />SECTION A Q with 2 coats of coal tar pitch heated p D SECTION B-8 NOTE: Frame and Cover shall be r. - 1 detail (class 6 P.C.C.) and approved by the County
<br />to a minimum of 1S0'F or galvanized. SECTION B-o machined to assure interchangeability
<br />and a close, quiet fit. ��_i�1�-#4 bar hoop 24" O.C. Environmental Health Dept.
<br />R~~~ �' "°�°' " I I WATER -SEWER
<br />SURVEY MONUMENT "� R " Iq ~y "
<br />�'° TYPE 2 STANDARD STORM I FRAME & COVER
<br />FRAME & COVER ASSEMBLY CURB INLET CATCHBASIN DRAIN MANHOLE .� V -- I (MANHOLE) I SEPARATION STANDARDS
<br />D•�on- \ J
<br />aW..• JLD COUNTY OF SAN JOAQUIN �• SEPT. 1991 I °r••" JLD rx..x" a JLD COUNTY OF SAN JOAQUIN �• SEPT. 1991 I °"" " JLD o.i. SEPT. 199t °"" by JLD oP,.
<br />NONE I 09P�RruEW a R;euc woRxs w...., ,�, R-28 c"•••=• •r COUNTY OF SAN JOAQUIN SEPT. 1991 I plr•Rn9mr air rusuo wow ., COUP NTIMMOF SAN JOAQUIN I ei,«k.. ►, COUNTY MT SAN JOAQUIN �SEPITN. - 7
<br />sw. NON E 004M► W OF Pusuc wawa I o P." , ".. D - 14 i s.Pw NONE ° ""e "- D - 1 7 s.r. NONE I C WORKS°riw" a "° 5 - 4 sP.. NONE I ovNrrriexT of Paeua wants ri .w, "P.
<br />�--- 6" x 6" W1.4 x W1.4 welded wire fabric
<br />1 2'-6" A
<br />t Grout smooth all edges of pipe openina
<br />- s �•-15' 2'-6" R/W Widening
<br />6" �----2'-0" i�t Depressed letter "Y�' (typical) 6„�
<br />3/4"
<br />P 8„ � 5 Rebars real N � , driveway
<br />(tYP,) R 7
<br />1 1 /2" � or "5' (two inches R/w 20' 40' Max.
<br />Lovel ire high) in curb to
<br />cD � identify service
<br />1" locations 9 Warp 2'
<br />} : , • a � �p Wheelchair Ramp. 1
<br />-�
<br />v I the slope broom finish
<br />theramp.
<br />; (y : E io A I to Warp 1 Lip
<br />.', , :-.•_.: 'e- �' \ ,-_. I o of
<br />111 NOTES:
<br />3' '1 1. Construct 3/8" expansion joints 200' maximum and 1/4" returns, around
<br />3' Expansion Joint
<br />Three 5/8" x 24' long steel W- Water lime light poles, hydrants and oltrer fixed objects at sidewalk.
<br />red _ 2. Transverse weakened plane joints shall be constructed 0 12' maximum Min. 3' opening {See Note No 3)
<br />dowels° greased a S Sanitary sewer line L12" wide border with
<br />wrappedOne side through ry Intervals. A � 2' Gutter aPP ox 3%4" grooves
<br />�ovesA I o�Weakened depkane Joint
<br />g 3. All radii are 3/4' unless otherwise specified. { JI
<br />every expansion joint. PLAN VIEW
<br />" ,i 4, Curb, gutter, and sidewalk should have a broom finish. T
<br />TYPE Q 5. All curb returns shall be type A curb and gutter. 4' Dia Flow Line-3 4 lip
<br />Moog E 6. For subgrade '"R" value less than 50, lace six inches aggregate subbase to
<br />storm groin manhole PLAN
<br />R/w
<br />Prater to Standard Drawing r
<br />CURB & GUTTER under all concrete and compact to 90%. Subgrode material under curb gutter 3' dia No D-17. 4 Dia. r
<br />and sidewalk shall be compocted to 90% relative compaction to a depth of six or Sq.
<br />Grout to Foundation _ Dia of �. NOTES: --2' _ = 3' 4' Ramp - - 2'�
<br />N - - inches. 2 3 : - pipe I. the foundation shall be a minimum of 5' Far 44" O.D pipe and smaller
<br />ti
<br />• 2 For pipe larger than 44" 0.0., the foundation shall extend a minimum 1'-6"
<br />-- '--
<br />Variable 2'- Level line " TYPE " Ai' 3' of 8" beyond each side of the pipe
<br />/ re w« k• I 3 Opening to be 3' lore x I D of pipe) wide, a to 36' W. i e Worp r-Worp
<br />1 2"� �-- CURB, GUTTER, & SIDEWALK �' _ �._L_ _ t 9 9 ( P'P) t
<br />For pipes larger than 36" I.D., opening to be 36" diameter or square.
<br />Broom finish 3/4" R N COMMERCIAL & INDUSTRIAL -
<br />Scored line if (tyP•) ---I, N air ey JLD _ -� 2"] "' SADDLE -TYPE MANHOLE
<br />6 monolithic pour 6w Broom a �_ r"""'"' COUNTY OF SAN JOAQUIN �• SEPT 199t _ - - -- FOR 6"
<br />Slope 1/4" per 1' finish N I ^ �" °FP'""'" °' P"e1fC "0RN' I °r•""' "`' R - 6 I Class "B" Concrete o-...
<br />r 1 NONE I 1 ti JLD PIPE 24" DIA. AND LARGER 3/4" Lip Apron Siope
<br />4 _44 ^ +1 ' � -"}' 8" ;r. �-"8" Cl-,.1 .r COUNTY OF SAN JOAQUIN o- SEPT. 1991 I SECTION A A 2"/• Min
<br />8% Max.
<br />- - - - -
<br />{ ^' • • I I �-" NONE °p1e1MEA °F r "GNpA°s °o"'^+ "^ D 18
<br />NOTE: To be used only with approval from the Director of Public Works
<br />5/8" x 24" long skeet da.re:is - 5' Min' 5' Min
<br />spaced 12" o.c., greased and 12" 12" 1 1/2" & 3 1/2" key
<br />wrapped one side through SECTION A -A SECTION A -A ewe. ~ 1"
<br />every expansion joint. unless poured monolithic PIPES LARGER THAN SPECIAL COMMERCIAL
<br />.r nw, w.r
<br />PIPES 24" TO 36" DIA. I I DRIVEWAY
<br />CURB, GUTTER & SIDEWALK 36 DIA. Imo'- -� JLD
<br />COUNTY OF SAN JOAQUIN SEPT. 1991 I
<br />Is®i. NONE j av+Rri,a+r a Pueuc wows oww.,, "'. R -- 14
<br />00
<br />00
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<br />IV • Yt
<br />ft _--
<br />easo H 0
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<br />:w Cr(V
<br />�If 0 (14
<br />Q Vo
<br /># z to7
<br />es.q 0 t►1
<br />1 , 6of z
<br />b5W
<br />SHEET NO
<br />5
<br />OF 39 SHEETS
<br />JOB NO.
<br />951064
<br />C
<br />
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