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.3.v'�:wT..sa 1S"M'ifW:'.MY.W�'.+a6tlt4P1Yu.i-:®.•.^w.�.wYv+-awn .wion.+._i..: .:'.w.Wv.�.mu' I....va.nv. vuca :.. m'sawvu.Y9 4v Ni A.w"M..YiWi:MfOMY•IPY2u'Al•{.d0,?e.+naw.'Mary,YWw+.f+Ne.Mw•xM-vay.w.sNivsvu' W:a.Wp�MT,v»SNM!vc+MNSY.oww....-.:iRMivan.i[oe•.auabs�,ia�.'w.w.4/-wvu'+/AW.•i10.1.fP•-wtau":.o,Nrv.say.Eve..:w.ai4NiMilww.a.a,.anuaM.+,M•Jr.':a1,w.RYa'a•-.Mm•w.tor..:.vwx.mu....®!x#Y"-.w.M1N.M1OgkxM•W..m�:A0..M.RT•1ceuvWV>YNOe:NAhS'wWYfpWN,::'.aCwO�tM.w. rio4;its':fePR'<enu,,Esq.wwvveaaeYtuf:a6YYSY®x1.®n..Mw+Rww®'uw�m.Y.'ria'ant-wp'z'✓Y.M.w.Fsvaw.u-....�Wyeefwu v.•srius.-vrawuKW-mss.✓.M4W¢:'WYE"•fuvFuwatts+'aV:wF�,esIIl:..:ia!w Sa.Pr.,wP.+F a.AM.n.rz.•-TM1Y9�"::is •�
<br />' W - Water line ftfA" r OP-Cdkr N lajxeep
<br />71 on, Jul RM • � thf sse Ts - Sanita gals we NRNO ts'xle'
<br />n OMewNe Notal iv ry Sewer line Mabe eiesMw �.••-� -
<br />i se -
<br />.rI
<br />Depressed letter OWN, s in I I , = - 4 -- -
<br />curb to idndfy service laesllau I y �- S :w.
<br />MAIN 100E -t
<br />BaaidM with., aqua ro a
<br />bstro► than lbe arNfing PaventeM
<br />2'-0' �alkralars M �+ 2 �Mw In quality and thickness.
<br />Wrtkal curb at Retain.
<br />,lase+ 124 a -C IL TYPICAL STREET SIGN
<br />ExYlkq Pewnad
<br />vel"R Baan Finish I•,i Label LTM
<br />. i . . I fee' °slot dad°wTW W49VVW1 IRVVV vwvwi
<br />e•xe' drew
<br />" Compact rn /?"mea.
<br />• - ` 'e n wre sires R , rw°rseifed NI. 0 surest sign a required
<br />OTES - min. 8' 8 /uYera 10 cumin. re/etf
<br />-M
<br />C0/770.10/017 011r A#%
<br />R " ; a • ' N '*" s Nemlock er tresteu L (yP) a der pavement end
<br />O .. • . • • . • , . • . , . . ' :. _T !e„ O al each Intersection.glya_
<br />G ; • -�. •e: o l oug/ad Fir Surfece/fie lost shod/dva.� - -
<br />' ' •e • •' r` four stiles. 2 Block urrWas w b M acquired>
<br />from the sere JoslpNrr Candy Depsrl-
<br />• :: '::: •:' :!;: mart et and Bund' - - Compact n 24" layers
<br />Dow15 -a5w} ••papal P�rnYq ng klapeaigrl. -
<br />r Weaned and wrapped 2one side through 6.� tlmum
<br />e' I _ 3 see krproverMlN plans for location � Q - r"ivecompaction a
<br />,wry w4w4i n Joint. T ST of STOP sign,, when required. N tr q• a
<br />Of 65 x.
<br />AIN 4 The Neth of the street sign varies
<br />do ro the kMglh of Ito street
<br />2' Max. sand CueMan N p ; 10 E ci�_ Company in 6• Myers
<br />ANsr Fad Compaction TYPE
<br />b � ''�'� "01A' lo" o. D. o' ro a "'iM""r" ro" o. D. lo"
<br />AIONOUTMIC BEVEL TYPE Relbdve sfAvcw oft E;ND In.. n. ^lo"'" a°"'F°atlon in. in.
<br />CURB 8 GUTTER cod° wi4 �' slgrr-edit Edge of Pavement, 0. 0.+20" Min. of 90%' 0. D.+20 Min.
<br />1 cwdar M earrieeN
<br />1 Hwy Code a Bock at Sidewalk
<br />T-0' Mini._ wSl. a Bock of Curb
<br />Q R/G/D CONDO/7 FLEX/BLE CONDO/T
<br />4'-0' Mlhinum (Sidewatk) 12' 2' -0' Broom Finish _ _ �
<br />' Brown Finish " ferriny Line • At Returns -
<br />1
<br />1par I' I I' Level UM slap- Calif Now w �► 4
<br />• .: • • e -�� Cela Type M2 ►- Street . NOTES:
<br />' o',♦ , .: Ip�"R l
<br />i• _ sign Location
<br />T__ o'•' ♦ e ; ° �' �'► I.'. Relative compaction -'of materials sholl be tested by the State of California,
<br />' • .., . e ,�_ •+, 1 a Dept. 01 Transportation Testing Manual, fest method No. California 216 or 231
<br />16M (2Y J -f_ 1 I 2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />a CENTER REFLECTOR 3. Jetting or po dmg will be permitted within the street Right of Way with 3 yaw bond.
<br />OOwele-e5er X x 24 spoad • 4. s When shown by soil composition and compoctibiiity, ninety percent (90%)
<br />12' o. c., greaesd and wrapped 2' Sand Cushion Max. M x • ;o compaction may be used, when approved by the Director of Public Works. s
<br />through every After Full Compaction FOR TYPE A BARRICADE 2 ID pipe _� a STREET SIGN POST
<br />y « i ftow" will
<br />LOCATION DETAIL
<br />MONOUTHIC BEVEL TYPE
<br />CURB, GUTTER .8i SIDEMMLK !ice
<br />5 Mrtasar w be in eiee as erred R/w. f • - a:
<br />NOTES :ewrbedse to be Oak" whine using 2 .:
<br />1. Construct expansion Joints ® 2 a
<br />0d maximum d of returns, proulight poles, anew d 'ExtA Min w -cubes
<br />hydrants and other fixed objects at sidewalk. E"°"�0"ra °°"00'0 TY TYPICAL STREET SIGN a
<br />INSTALLATION
<br />2. Weakened plain Joints shall be opened 9b /2' m=lmvm of sidewalk.
<br />x -A tf
<br />CURB. GUTTER, A SIDEWALK BARRICADES FORSTANDARD STREET TYPICAL TRENCH BACKFILL
<br />a TERMINATING STREETS SIGN DETAILS
<br />I
<br />i• I' 3' -•}•- - �► ra 3 �i I
<br />Tranutan Roo mp Tron.Aan
<br />1
<br />I
<br />N0TE5
<br />i
<br />i
<br />/. •Denotes Cable and/orCOndaeior.
<br />grade adjustment rings
<br />�oa
<br />ON telephone
<br />2. if Trench lies more t/vn 0"under
<br />�•-ILI 6 bid
<br />LiP�`` 4 Site Now rl
<br />VIEW A -A
<br />Precast reinforced
<br />��R��SeJJcondary
<br />aS per top 3' of Trench Section
<br />.
<br />p� l
<br />with 45
<br />3. WaterService and Sanitary Srrvice
<br />...a::• .,i'
<br />ALTBRNAM SECTION
<br />bevel with >.,:.
<br />3 damfir
<br />� r '.I'•T I
<br />When /rimary and secondary C1406401
<br />have a Jaicral Ckaranee of 8t7 ruin.
<br />VIEW 8-:g I
<br />wires ire not beneath sidewalk orRsadwy
<br />4. Utilities to be placed as per Public
<br />i
<br />ADp� 4' or
<br />Utility Company regu)ations.
<br />l
<br />I Expansion Joint Typical
<br />1r
<br />MIN.
<br />\'..
<br />.�;... V.j, 4' r
<br />I I
<br />line, where po.tsib/e.
<br />4 as
<br />�.
<br />\
<br />4
<br />�\
<br />GROOVING DETAIL
<br />/\\ 0
<br />Grooved in a henirtohm
<br />win 1•
<br />pattern grooves
<br />should
<br />I �" O.C. gbe b I
<br />, grooves
<br />aligned to crosswalk
<br />\
<br />parallel
<br />stripes.
<br />\
<br />1
<br />I
<br />4" Grooves opaos•4'GC.
<br />j\
<br />ep
<br />�\ R/W
<br />\ or
<br />10' \
<br />\J}
<br />Joint Typied
<br />Face of
<br />} �{- Crosswalk
<br />NOTES:
<br />1. 6' Ramp for 41' iflo height and2%sidewalk slope. For 6" curb height either use 8' ramp or transition
<br />curb height to 4 from expansion Ped to beginning of ramp.
<br />12. Catch basins and other obstruction are not to be i"Wed within the wheelchair path area.
<br />3. Ser Standard B-4, B-5, or B-6 for Curb, Gutwr 9 Sidewalk Dsroib; and Stats Standard Pian N8-6 for I
<br />other details... I
<br />12'
<br />ar Standard Front and
<br />e' Cover Assembly
<br />A. c. '. t
<br />.777777
<br />•,
<br />• P.C.C. a •: ••.,; •.•.•'
<br />A. B.
<br />Be . o
<br />• JI•..�.
<br />s a'
<br />.e o• •t•'e .' .� 3 v o e
<br />1pRilAeiilt
<br />bed ySarwy . Maunwd
<br />Ba,antant Sail fill x 3O Wan PM With
<br />Weldifiatlon Marks
<br />TYPICAL SECTION
<br />AA SUR ~'`� A
<br />It! A
<br />11 ON
<br />A Roleed Latter
<br />Uyftt,� y -� From
<br />.laws TT "
<br />F1.J Material, Cad Iron
<br />-T
<br />_T
<br />N
<br />N
<br />N
<br />1"
<br />1=" 6" DlorMlar
<br />SECTION A -A
<br />rdae:1ary Serilice .!a<erea/ robe 1e1.r1ced wi4-h Redwood Gempe s+>Le
<br />a+ i -,me of const^ ccf;o �.,
<br />� r
<br />SEE DE7.4/L ' r
<br />+'
<br />•` I Ion`, Cab/e TV ,
<br />7reneh Line
<br />rVephone
<br />Gas
<br />t I , Secondary i rypica/ Water Service
<br />,/ Prunary
<br />efae NNefe7
<br />Typiv/ Sanitary House Lateral
<br />TYPICAL SECTION
<br />1 , P•operfy line _ _ 6 Gas line location to be determined
<br />r Hydrant
<br />Water Serviee� 0&
<br />Sidewaik
<br />Street Light--•
<br />curb
<br />=�-L Sw---
<br />PLAN
<br />by the Developer and rex.. b E Co .
<br />7 All Services crossing beneath
<br />Primary and Secondary Ekctric
<br />Lines shall have a minimum of
<br />G" clearance. Electric Lines
<br />Shall have a minimum of /2"b6arance
<br />if placed below Service Laterals.
<br />8. In lieu of concrete cap, the
<br />Primary and Secondary Wires
<br />may be laced in rgid A 8 S
<br />Type 27 Plastic condurfe.
<br />HANDICAP RAMP SURVEY MONUMENT UNDERGROUND
<br />FRAME A COVER ASSEMBLY UTILITY LOCATIONS
<br />P7L 4y�l ,♦ ,u
<br />EC.,IN"'31 EE ,4?
<br />( v vex . q., _ �., <` •-, WAY
<br />r Nei.15o3F3 *� 3=-3 ELM 2*i VVFST1Fil VVF
<br />Expires 9 s3
<br />l' ter; /� `�T'OCKTON= A�II uPNi:4
<br />r,' C 1 V 1 6xaires, 9 ao•e! y
<br />.'iFia' _... _/25$8._._ (209) �d6/5__L '.. LP�
<br />Top of pavement
<br />grade
<br />N0TE5
<br />srreetL,rnr ' "
<br />/. •Denotes Cable and/orCOndaeior.
<br />grade adjustment rings
<br />�oa
<br />ON telephone
<br />2. if Trench lies more t/vn 0"under
<br />3"cone. Cep (See Note s)
<br />the sidewalk , it s/vll be backfilled
<br />Precast reinforced
<br />��R��SeJJcondary
<br />aS per top 3' of Trench Section
<br />.
<br />p� l
<br />3. WaterService and Sanitary Srrvice
<br />All Joints mortared and
<br />ALTBRNAM SECTION
<br />if placed in the same trench shall
<br />'`
<br />When /rimary and secondary C1406401
<br />have a Jaicral Ckaranee of 8t7 ruin.
<br />.:!,
<br />wires ire not beneath sidewalk orRsadwy
<br />4. Utilities to be placed as per Public
<br />Utility Company regu)ations.
<br />oro"
<br />" i
<br />Sanitary. House Lakra/ stall Tuve
<br />Property
<br />Dials, ASTM 0478, adjust to
<br />4' minimum of cover at
<br />I I
<br />line, where po.tsib/e.
<br />1 , P•operfy line _ _ 6 Gas line location to be determined
<br />r Hydrant
<br />Water Serviee� 0&
<br />Sidewaik
<br />Street Light--•
<br />curb
<br />=�-L Sw---
<br />PLAN
<br />by the Developer and rex.. b E Co .
<br />7 All Services crossing beneath
<br />Primary and Secondary Ekctric
<br />Lines shall have a minimum of
<br />G" clearance. Electric Lines
<br />Shall have a minimum of /2"b6arance
<br />if placed below Service Laterals.
<br />8. In lieu of concrete cap, the
<br />Primary and Secondary Wires
<br />may be laced in rgid A 8 S
<br />Type 27 Plastic condurfe.
<br />HANDICAP RAMP SURVEY MONUMENT UNDERGROUND
<br />FRAME A COVER ASSEMBLY UTILITY LOCATIONS
<br />P7L 4y�l ,♦ ,u
<br />EC.,IN"'31 EE ,4?
<br />( v vex . q., _ �., <` •-, WAY
<br />r Nei.15o3F3 *� 3=-3 ELM 2*i VVFST1Fil VVF
<br />Expires 9 s3
<br />l' ter; /� `�T'OCKTON= A�II uPNi:4
<br />r,' C 1 V 1 6xaires, 9 ao•e! y
<br />.'iFia' _... _/25$8._._ (209) �d6/5__L '.. LP�
<br />Top of pavement
<br />grade
<br />Precast reinforced concrete
<br />grade adjustment rings
<br />2". 3", 4" 9 6" sections .
<br />as required
<br />Precast reinforced
<br />concrete coin.
<br />All Joints mortared and
<br />.+
<br />banded with mortar on
<br />'`
<br />both interior and exterior
<br />.:!,
<br />surfaces.
<br />Precast reinforced manhole
<br />Dials, ASTM 0478, adjust to
<br />Draper ewation. (1,2',V. d
<br />'
<br />4 as
<br />�.
<br />°°lion required.)
<br />4"
<br />e
<br />3
<br />Cost iron Frame and Cover - refer
<br />/ to Improvement Standard No. C-5
<br />G
<br />i
<br />'
<br />5" Min
<br />0
<br />Lowest
<br />ask IL
<br />a
<br />1 � ,
<br />I a )
<br />�Closs "B" Concrete for
<br />base. Pro- cast base
<br />may . be used if approved
<br />tby the Engineer.
<br />NOTE: A f-6" concrete corn may be used if approved by this Engineer.
<br />i
<br />x �
<br />LOCKEFORD VILLAS
<br />DETAILS
<br />SAN JOAQUIN COUNTY, _CALITFORNIAIf 4
<br />„•
<br />r til =r_(}y 6 Y
<br />DPAWN BY T ,OF 8 SHEET -S
<br />a}(itrl V. Ft. N TRACED BY DIRECTO OF P11 JOBUBLIC WORKS I �� Nu.
<br />E U 2 92 CHECKED BY - - -1 SAN JOAQUIN COUNTY 79 15
<br />G L1o7.6 G-7?
<br />
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