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i
<br />BOckfIII with moW101e e9u01 10 Or
<br />P better then tM existing pavement ,
<br />FO R ADDITIONAL DETAILS 1 SEE SPECIFICATIONS E Sfrom R/W on quality . and thickness Eeietirtg Powrrtsnt
<br />Eml Gre1wA1 Iwrtalist, Fvhrrlulls, Ue #
<br />` r e r
<br />""a of 1lMt h 0 6` 6" Min (Typ.) ■
<br />, -a in Min• Compact in 12 Alex /Aye
<br />• M1t �• • Typ- to 0 flllrtltlllurn
<br />i ITrateAterl -' } �, relative
<br />iat9�l5s 1EcfteP heredar Podf5. W 9a%
<br />■ ('iMtneCtien
<br />a4�si.Ia �fiaa/ds�•�'
<br />' S - Conrpau in ta'Mox-/Arcrs
<br />■ Lop 7 6`------+�-- � � ' � � _ �" � . 36" lletser `wrttl > to 0 � rstOliM Tinimurn
<br />COnlpocli0n
<br />VIEW A- A 4 Sets Note • 1 - z z•• w Cetwlectian
<br />/ with 45. ---- 1 Atlepter 2 hew CORP% 12 apart OO
<br />�+ of 85 %
<br />\_6"a 6" w 14 W 14 warded wire fabric / }e■ r:t, -• -* •••a.. '`�' zo" --CerPaot+ut ~- pe Mtn Cover b.ww botowl o „
<br />12' Minimum �% i" 11 i t- r --- --- _ .__P of Atteh (of en21 GOImpiOLf , n $ byerf
<br />to a mtnirmurm
<br />30 AAaitllr111f11 p
<br />M«min• edta fetoliN COnlpaCtiart
<br />ExNonslon Joint A Expans+ Joint F VIEW ,if.r8 � � - -Y�� trewtp II a larger
<br />in. in.
<br />t)etilite Srrep I 0. D. t 20"'Alin.
<br />1
<br />a
<br />�
<br />I � •
<br />r
<br />�1
<br />i a
<br />Y
<br />j I I • , _ -
<br />I Ap/�t. er _ ----- --- y
<br />• P "1 I .- f _-__- --. r \ - i - - ,a NOTES
<br />1
<br />Worp l wiorp Sidewalk I ExPMew Joint Typical A i A t " - •
<br />1 I Plastic pips up to 141 D Service OWN be intro high moleeuia. weight '( UHMW) RIGID CONDUIT FLEXIBLE CONDUIT
<br />Z , Sr n i 2" • Polyethylene as manufactured by Driscopipe , Orangeburg' or approved equal '
<br />YNI. •.� .:'r ;►. ! =a± + } +r • —i'� with mininwrn
<br />Side+rrolk \ • ' '.. '' ►..: a ►.: ( till. U preseiwe toting Of 160 psi
<br />�� 2 Plastic pipe for 2" I. D. service shall be PS 2110 Polybutylone or approved
<br />fi 2s equal with mintmwn pressure rating of ISO psi
<br />, ,� i tl 3 Corpaotian stop shall have corporation cock threads ��
<br />Curb and
<br />.�.' ( \ Gutter Line �` 4. Angle stop ahotl have swivel nut and lock rings the State of California,
<br />r' \ - 1. ftefatlw compaction of muteriols It I be tested by
<br />\ Groowi in a Mrs - - -- / S Angle stop shall be vertically pluimbed. lest wtalhod No Wif 216 0/- 231.
<br />�- Gullet �� SECT IU fJ A - A Dept of Tronspartation T�sJ`i�y-y14au�+/. ,
<br />\ • w� -� o \ /i •' 6 5ize of service line shall be as required by the County 2 All sxisfing pavomenf shall be "oily art to tine prior to french excavation
<br />ZGutte►Z * 7 Aluelter $ride-tih connection shall conform to ASTM Designation D 2239
<br />f• NOTES: I Irvin type grote may be WATER 3 Jetting or ponding will be petntiltaa within fi,e sSreei Right,of way with 3yeai bond-
<br />A 2'-0 3-0 \ aNrsptre. g usell as o..rrrwte.
<br />. 3'-0" 2' .� � �d �� ~ �~� � 2 Grote shall !ka-fastened to frame SERVICE V CE 4 4 when stwwn by soK oarrpwitbn and coin0-ottibiMfY, ninety percent c t Works
<br />\ - with 16"Ity "at-itaated chain. Variable I+ Col. lion may be vt►ad. vrt+en approved by 1M l) actor
<br />AN ��. ` �` Grooms poorest roA _ PLAN t 3
<br />R,w TYPICAL TRENCH -r' e K FILL
<br />%� • \ l ��
<br />12 `- - -1 ! - It. (j f:ottre- p+oat, mocnlned
<br />�+ is ; Valve Box, Frame and Lid a
<br />ti of wale Curb Line �/� ��� i} Refer to Improvement Standard No. E-2 FOR ALL STREETS eeOtin twrtote
<br />14 , 2" above ground line Break -Off Joint - LOCATIONS
<br />Gutter Line / ERpMUMi Jud T"d a L' u,141
<br />ELEVATION 1117 finished Grade
<br />/ d � w �+•��'' �. 2"Asphalt Concrete � irk
<br />Water Main Concrete Anchor Block 10"�--
<br />"'���/// fxelso of CW6 i 1 �t
<br />• � 1
<br />r
<br />!V4" R Variable S' : 6" 2--0- Creeesrel
<br />a
<br />slope y4- per I • " =1• NOTES:
<br />��
<br />__ I. at Remo for 4i`r'l
<br />Mer�if eM !1L eaMwelY altrpe. !ir SobM*dT Ditto I1et�te M 4tarts e>Ilpe Oi" owl tie icy of raw
<br />2- Ce00 boom OW alter i1flmileits we I* to be Itifilipe/ enlists iM trUaalelr♦ pant erne. -
<br />TI N - A '�' a B-4, B-5, or
<br />B-6 tier CI 1111. ORffr • ld$100 Deft*; ell/ Bftlef #fsld" Pto "S-B tit
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />L
<br />NOTE All radii = 4 r unless W - Water line
<br />T_ S - Sanitary Sewer line
<br />otherwise noted
<br />Depressed lefty "W", I E+10a+eion Joint (Typ !
<br />curb to identify service iocofwns --�-�
<br />- -- - — _ MOTES
<br />r 3'- 0" - -
<br />1'- 0• I) Frewte a Grote shed conform
<br />2 -O' A to Improvement Standard No. C -6
<br />l aoodo 00 ��
<br />Vertical Curb of Returns 1 ! I 23 Two feet ntrrtesutn below finished grade
<br />10 R Broom Finish I_ I I i
<br />!" " in new development In exislong streets.
<br />T l.evai Line Ho a /i may be less 'hare 2' with the
<br />i rR ' ;n fill aaprevat of tM Engi loor
<br />-it■ • -- •7 24' pipe bornl Moll be Class III R C P
<br />° �_ • • ' p T - -,� �� I // or Class 12 A C P
<br />II
<br />DowNs-e'S ar"Dta x 24"spaced 12"o c
<br />greased OW wrapped one side through i e
<br />every expansion joint 6 Frame A Graft
<br />FLAN
<br />MONOLITHIC BEVEL TY -- T
<br />r, CURB 8 GUTTER _
<br />'; . A
<br />7' -0" Min. _ - -
<br />•• • 24 ppe •, c
<br />l• ° 4' -O" Minimum ( Sidewalk) 12" 24" 10 ~ ,
<br />2' -0" Broom Finish
<br />Broom Finish S••rM LM 1
<br />I�■ - At Returns • r
<br />Sra r
<br />' ---�- I Laval Line Mortar n+ Z
<br />a 1 e n i—: �
<br />t s "
<br />-gar 0 1
<br />- r^ 6" 12" u _ ♦ _ ~ , Laura (00 nrni Wri
<br />at
<br />` "
<br />Dowels " .,
<br />9 or � die x 24 ttpocod � .... � , ■ .
<br />w' 12 a c , oreased and wrapped e b �: . •
<br />OM side through every
<br />I.n expansion i
<br />)pnt
<br />_a MONOLITHIC BEVEL TYPE Class 'e" Concrete
<br />;�• • CURB GUTTER A SIDEWALK SECTION A -A SECTION 8- B
<br />1 NOTES •
<br />I. CerW"Wet .
<br />xpansion pinta O 200' nitYiwrwrn artd at 1Mwtte. a WAM light poles,
<br />hydrants a" athar fixed objoete et Illdawisk
<br />2. Traneverse weekend ptorte. joints this Ire a+earreead t1 12' ttaitinttrrt wlervah.
<br />CURB GUTTER Ee SI-DEWALK
<br />' SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE �R REvisrOfu5 BY APPROVED
<br />lr i 1
<br />DESIGN DRAWN 8Y
<br />1 - 1904
<br />{ SUBMITTED BY u� --
<br />_ HENRY M. HIRATA RCE 21258
<br />RCE /c1� ��_ DATE I-Z- SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />Y .
<br />6 d Pipe ..' s" •41
<br />Flanged by Ring -Tits Adaptor
<br />Conc. Thrust Block- (As Required ? Conc. Thrust Block- +
<br />Refer to Improvement 6" Flanged or Flanged by Refer to' Improvement l FOR OFF . STREETS
<br />Standard No. E-3 Ring -Tito Gate Valve. Standard No. E-3. LOCATIONS
<br />Tifco No. II Tee or Equal. Concrete Bose to M
<br />. 24" (raJ I EalanaiOni around 'Value Batt
<br />Concrete Base not
<br />NOTES necessory lather+ Valve
<br />Box is located in back
<br />.SECTION B - B 1. Fire Hydrants shall be placed with *4" outlet facing of sidewalk
<br />A directly towards the street.
<br />�s 2. Fire Hydrants shall be clean and free of concrete.
<br />STANDARD STORM ORALt 11 N ! N LE T M 3. Fire Hydrants to be American Darling Model B-628, Dresser M a H Style 929
<br />"Reliant{", Mueller "Centurion" or °Modern Centurion", or approved equal {2- "
<br />a 1-4 outlets) .
<br />+ Or other size as required by the local Fire District, NOTES
<br />4 All Fl)drants shall be painted OSHA safety Yellow or as
<br />roi uirYd by looal Fire District t• voove boa and f-id WWI be Chitty No G 5, Brooks Nor I R T or 4-TT, or equal
<br />2. All Lids and Graft shotl hoiso mochwied bating burloces
<br />FIRE HYDRANT
<br />—MOM3. E atenswns tndi to as marwtwcow" jar Mte valve Bon supphad or. Pipe of correct
<br />THRUST BLOCK DETAILS size con'be used
<br />-,y
<br />:5• Mas VALVE Box -
<br />i
<br />Extend 4• S S to it 45- i fBwvei ' . .1 • , • m •-�- _ vr- 24'. 30" ar 36"
<br />of 1/4- per foot . • Jr. . •j ��] r
<br />Pope • ■ • , • • • • . • ` `•! ' f . • L
<br />1 • . 1 •• •. � ��Mllf i
<br />.�i �I ST N
<br />.'-� ; J t' M�..� MAIN 100 E
<br />`t r� i' TYPICAL SECTION THRU -�
<br />t C T IRON VN TEE OUTLET DEAD END THRUST BLACK = it (typ.1 •
<br />— tnlm
<br />y TYPICAi _QTQFr1r cirtm
<br />Saylor y Sewer
<br />main
<br />Q�•��pTY�P+I}ICAL+ `YY' J�OTI'N�Ty
<br />1'kLZ i •�rati. Cam"T llQN
<br />AV
<br />IF 'Fro,m 77, 771
<br />•� s
<br />a a
<br />K Cost I Fr d C
<br />THRUST BLACK DIMENSIONS
<br />FITTINGS
<br />I NA7B
<br />FITTINGS
<br />T BAN8
<br />6" LINE end 4'10n
<br />site LINE
<br />10" LINE
<br />22 I ' 3' - 0" 2-0
<br />45 • 4' - 0" 3' - 0"
<br />90' _ _5'
<br />22 Ile
<br />4S •
<br />900
<br />2'-
<br />2 -
<br />3-
<br />-i
<br />_ TEE OUTLET
<br />3'- O
<br />--dF
<br />2'- Ow
<br />TEE OUTLET
<br />4 - 0"
<br />4' - O■
<br />DEAD END
<br />7
<br />Y - on
<br />DEAD END
<br />4' - 0
<br />4'- 0
<br />8 LINE
<br />12 LiNE
<br />22 1/ ' 3'- 0• 3.' 0,
<br />2'- 08
<br />2'- O'
<br />45'
<br />900
<br />3 - 0
<br />2 - 6
<br />454'
<br />4' - 6
<br />'
<br />4-0"
<br />r — ■
<br />4
<br />t —611
<br />•
<br />"
<br />4'
<br />TEE OUTLET
<br />3' - 6
<br />3 -
<br />TEE OUTLET
<br />5 -- 6
<br />.7-
<br />4' Z- O
<br />DEAD END
<br />3 -6
<br />3- Oo
<br />DEAD END
<br />5- b
<br />4- O
<br />ton oma on over ,
<br />� Refer to M+provanlent Standard
<br />.No. D-4
<br />3'_0• 1 !_r NOTES' I Ali tttrust blocks shall be Poured
<br />against undisturbed soil and shall
<br />be Class "8" Concrete
<br />Tk11et �� ' s i 2 Thrust block dimensions were
<br />e colcuioled to allow a salt
<br />Existing PavettWit _ 2'-ON- bea+ng value of i3OUJO pounds
<br />- Or Ground A s 6' Belts I �� per square fod
<br />A.
<br />g�
<br />r s S/ + •
<br />6 or 8' I. D. Pipe
<br />- - - - -- Plea Canasta '6bottomb Rabat C top and bottom
<br />stooks (Goes
<br />-. flow 'B' Cortcrefe I • . ; Dig` +
<br />Batters Of Troneli a
<br />M VATION
<br />TYPICU- LAMPHOLE INSTALLATION P RMANENT BLOW -Off
<br />TYPICAL SANITARY SEWER DETAILS THRUST BLOCK DETAILS
<br />BAUMBACH t & PIAZZA COUNTRY VIEW. SUBDIVISION
<br />CIVIL ENGINEERS. — SURVEYORS UNIT NO.• 3
<br />323 W. ELM ST. , LODI , CALIF. 95240 PH. 209 - 368-6618 SUBDIVISION IMPROVEMENTS
<br />t
<br />NOTES:
<br />I. One street sign is required
<br />at each intersection.
<br />2 Bloch runbers are to be acquired
<br />from the San Joaquin County Depart-
<br />ment of Piorriirrg and Building Inspection.
<br />i
<br />3. See improvement plans for location
<br />St of STOP signs. when required.
<br />MAIN 100 E 4 The WV#h of the street sign varies
<br />due to the length of the street i
<br />name. 1
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />o
<br />i- Street
<br />Sign Location
<br />1
<br />I ,
<br />2` ID pipe
<br />a STREET SIGN POST
<br />LOCATION DETAIL
<br />C
<br />TYPICAL STREET SIGN ,
<br />j_N ALLATION yl
<br />STANDARD STREET SIGN DETAILS
<br />SHEET O OF 7
<br />DETAIL SHEET Joe NO A.O:04f-3
<br />< _ FILE - 76
<br />1
<br />NOTES:
<br />I. One street sign is required
<br />at each intersection.
<br />2 Bloch runbers are to be acquired
<br />from the San Joaquin County Depart-
<br />ment of Piorriirrg and Building Inspection.
<br />i
<br />3. See improvement plans for location
<br />St of STOP signs. when required.
<br />MAIN 100 E 4 The WV#h of the street sign varies
<br />due to the length of the street i
<br />name. 1
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Back of Curb.
<br />o
<br />i- Street
<br />Sign Location
<br />1
<br />I ,
<br />2` ID pipe
<br />a STREET SIGN POST
<br />LOCATION DETAIL
<br />C
<br />TYPICAL STREET SIGN ,
<br />j_N ALLATION yl
<br />STANDARD STREET SIGN DETAILS
<br />SHEET O OF 7
<br />DETAIL SHEET Joe NO A.O:04f-3
<br />< _ FILE - 76
<br />1
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