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<br /> W Backfill with materials equal to or
<br /> W better than the existing pavement
<br /> Q 0 N Q and,base in quality. New Pavement
<br /> N shall be 1" thicker than existing
<br /> Q Q O pavement, minimum of 0.25 feet.
<br /> O v Q W New base shall be 1' thicker than
<br /> _ Q ; 0 W existing base, minimum of 0.5 feet.
<br /> W
<br /> V O o Q
<br /> Z W q Q O Existing Pavement
<br /> W 6" Min. I g^ 6„� I 6„ Min.
<br /> �<y U� V Q OQ �{ C� N %I's ~ O (TYP•) fr' (Ty
<br /> LL :.:.:.:.:.:.:.:.:.:.,-
<br /> W 11 q N °Yion
<br /> ' v app U� 1 q , \ om act in 12” max. /
<br /> J v Q LOT / v of W N Q �� �j Q h W yQ1 PLACE EDGE L/NE 3'-0" \ layers to a min. \ P� D 0"
<br /> //yy p h h WPE!{ CALTeANS STLzofl 957+ative cuderctpovement \J V V v h O --------- and shoulders, andLOGKEFORD RANCH SUBD W q `y PLANS AZOr3 DETAL \ __-__-_--_ / \ _ ________- ble
<br /> V W ---------- / 907 outside shoulders. \W /G F. //o W Y Y O Z7 BVariable+ > W W U Vi _ DyerComs atot anmnmumax.h 1 CQ lV j O O ofl 857• compaction O' 2"
<br /> cn Y + �, v Q N O.D./2 t Compact in 6" to ers
<br /> & 5W — J— —� ,Q � v C Q to o minimum relative
<br /> �\ \ compaction of 907.
<br /> � � � N N � 10" Min. 0.D.. 10" Min. 10" Min. 0.D. 10" Min.
<br /> .J \ \
<br /> 0.0. 0.D.
<br /> �\ F
<br /> __0 I I I I I I I I r EX/ST /Z" GUL VERT + 20" Min. + 20" Min.
<br /> RIGID CONDUIT FLEXIBLE CONDUIT
<br /> SdW 811V
<br /> O EX/5T B" WATE/Z L/NE — — — — — — — — —
<br /> � 5AW cur EXIST PAVEME/V7_ —`' — NOTES:
<br /> ti
<br /> EX/57 /Z" STD/4M DRA/N `v C /�EPGAGE WN/TE EDGE 67911cE l rZ' DANE
<br /> _ _ { _ W/TAI LANE L/NE PER CALTRANG 1— PAl/EMENT TAPER 1. Relative compaction is materials shall or tested in accordance with
<br /> the State of California, Dept. of Transportation Testing Manuals, test
<br /> 2G 27 57-0. PL AN6 28 DETA/L 9 /Z 29 30+00 method No. California 216 or 231 .
<br /> PLACE BLUE �EFLEGTOR 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br /> 3. Jetting or ponding will be permitted within the street Right of Way with
<br /> a 3 year bond.
<br /> Bos/5 of 5f or//n n/pi7y TONE ROAD 4• When shown by soil composition and vedcompactability,Di ninety p repent (90%)
<br /> ✓ack Torre Rood /s e� /m rovemero/ JACK � compaction may q used, when approved by the Director of Public Works.
<br /> 5. Special bedding requirements may be shown on the plans or s ecified in
<br /> P/�rn5 for "LOCKEFORD RANCH 5UB0. special provisions.
<br /> 6. Shoulders shall be as shown on the plans or specified in this special
<br /> provisions but in no case shall the shoulder be less than three feet wide as measured
<br /> W from the edge of pavement.
<br /> 43" EX/ST POWER PDLE To REMAiv /N-PLACE
<br /> TYPICAL TRENCH BACKFILL
<br /> GUTTER & srOEWWZk
<br /> SECTION A -A V
<br /> 2
<br /> 3
<br /> 26 27 28 29 ( 30
<br /> Ede of
<br /> Curb, gutter, and 9
<br /> sidewalk pavement
<br /> i " AC
<br /> b
<br /> t
<br /> I Ih-d � W pavement
<br /> I I I w
<br /> i 4 j I I T
<br /> I
<br /> W �` , i r�- - - i h-�
<br /> a.
<br /> m
<br /> I I 18" I I
<br /> vr, rib
<br /> d W Ja9CKT4N46 RD. EX/5� G/�Al7E
<br /> A
<br /> _ .__ � _ __ _ � _ _ � _ _: , __ I Reflective Pavement Marker
<br /> 71/X/ � _ � _ t,,, , 4, ._ Blue
<br /> I � ` EX15T• f'AV(EMENT RADE R/w
<br /> N pROPOSIEGI 6,YT rS'A FLO L/N A;' CIfT Z IlVoE I PLAN VIEW
<br /> i d1 f Variable j 1 '
<br /> 11 a - - - y - ' Break-off
<br /> E /5'. tOP OF G 8 cD J — _ __ T — - __ �_ — — - — — - •lo j c valve or
<br /> T I l - -- - - - � — -_ r h
<br /> heck
<br /> , Valve box, frame and lid joint as req'd.
<br /> refer to Standard Drawing by director Q
<br /> No. W-4. )ir
<br /> — T - 2 above ground line
<br /> , ,
<br /> ,
<br /> I ,�EMDVE' E /5,T.
<br /> {
<br /> � x _��_ r} j . . Flanged by ring-tite adaptor �
<br /> �XxSr IJTrR
<br /> t _I - +r -- I- (as required) i
<br /> I � f ! — — — — -1
<br /> f7— :
<br /> ' �_ Water main I
<br /> .Sf
<br /> I IEXr�r orrery I 1 I , _
<br /> I 2' x 4' concrete
<br /> I II
<br /> anchor block
<br /> Y-.— —, - -Y— — — �'OA✓!1/efL'T E.f/ T. /L"'" — — - ------------ — — — --
<br /> /REMQV$ EX/ T. ' D L, I RCP TO. Dl
<br /> _ Conc. thrust block
<br /> p ', a •,a '�. e
<br /> II ° refer to Standard
<br /> ©. 8/� Drawing No. W-5 1
<br /> M 3. Cone. thrust
<br /> G/
<br /> M. 4D
<br /> x 2Q /QCP block refer to 6" flanged or flanged by
<br /> r
<br /> CE / i Standard Drawingrin -tite ate valve
<br /> : j ,� � -�- „_,_•; �. -+- �-- Pd $ ORM I31eA/Al I i No. w-5. 9 9
<br /> I _ l Tifco No. 11 tee or equal
<br /> NOTES:
<br /> 1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br /> the street.
<br /> . i
<br /> 1COMN4CT XO .0/5T i/ 2. Fire hydrants shall be clean and free of concrete.
<br /> � -:X-Y!
<br /> _ �__�_ ��__ 3. Fire hydrants to be American Darlingmodel B-628, Lon Beach model 615,
<br /> /{� T`iH,Ei�/ T J�TO�+��j, w/ NON`i1Q T� James Jones J-4060, Dresser M & H style 929 "reliant", Mueller Centurion"
<br /> 4 .Pir Y
<br /> EXfJT /ZCP or "Modern Centurion' ora roved equal with 2 2 1 2" & 1 4" outlets.
<br /> I C�GGAIK I $E ,SETA/ PP q ( ) / „ ( ) ,
<br /> r . • Dr barrel m the Stockton area, (2)2 1/2 & (1)4 1/2 wet barrel In other
<br /> areas as approved b the fire chief.
<br /> lNeLACE 4. All hydrants shall be pointed OSHA safety yellow or as approved b the
<br /> , , , Y P Y Y pP Y
<br /> i i { , , , } + fire district.
<br /> t ; ,, I �, ( i , t
<br /> I v ExrT 12 5 /2 s o
<br /> 5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br /> ? i approved equal
<br /> , 11
<br /> ;
<br /> V.
<br /> i FIRE HYDRANT
<br /> N
<br /> �' Ci4 TE: COLLIA� I
<br /> I
<br /> APPROVED 19 REVISIONS DAVID DOWDY — CIVIL ENGINEER BENCH MARK: ELEV.: 9�. 7/ DATE C SHEET
<br /> NO. DESCRIPTION DATE BY }
<br /> I,
<br /> n _
<br /> T ROAD
<br /> /2- 31.94 �� GALT, CALIF. DATUM:
<br /> SCALE HORIZ.
<br /> JACK ONE
<br /> /�/ Z
<br /> DATE' DESCRIPTION: Bro55CoP SCALE VERT. STREET IMPROVEMENTS OF
<br /> ' 2
<br /> RCE N0. 4h643 DRAWN storrioed MN-/0.3 of fhe 2
<br /> EXP DATE: 12 31 9 J`'.E Ile ✓4G�f0/le /Pd & HWj/ DESIGN MS- 92 - 223 Parcel B . P. M . 5 - 36 FILE
<br /> DESIGN ENGIN 88 /n cork. curb. CHECK
<br /> STfl(',KTOONtOUEPRINT 134767
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