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r IMkuNr elercowernle Mi�y
<br />Coes Type HR Sin b'■ 1e'
<br />belle a washers
<br />I
<br />' RHretor. syse ndrieaay
<br />placed 12's O. -C.
<br />2"e a' select prod.
<br />Douglas Fe "fated
<br />f" aides.
<br />i a'
<br />Reductive Sig.-Cobr. Nary.
<br />Code w31, W Size'
<br />teeter a
<br />4.4
<br />of i,
<br />nd� •L
<br />Ir T
<br />I I ,
<br />11 •
<br />I 1 • � 14
<br />r t
<br />N •
<br />t ,
<br />er i
<br />e". S'derw
<br />structural grade
<br />Redwood. treated L
<br />Hamlock or fronted
<br />Douglas Fir sarfaced 0
<br />far del...
<br />. IL
<br />+=
<br />E."00
<br />D
<br />Sign -Calif
<br />Hwy Cee
<br />W31
<br />TYPE "A"
<br />VIr
<br />N
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />1N
<br />NOTES
<br />1�
<br />L Bsrrrrn,t.e w M M was M wed R/W -
<br />L Barricades to be pleaded wbne uei e 2
<br />ase. of ideiter Aeye Iseew 16-MMO
<br />EnaMr ower a osayotib4 pnr. TYPE
<br />BARRICADES FOR
<br />TERMINATING STREET;•:
<br />Top of pavement
<br />grade
<br />Precal Reinforced
<br />a
<br />Precast reinforced carrete
<br />grade adjustment rings
<br />.e•,
<br />2'. 3". 4" IN 6' sections
<br />-
<br />as required
<br />Precast reinforced
<br />.:'
<br />concrete cone.
<br />•
<br />� '/ • 'o.
<br />Mar>sor o//. Joni •
<br />All joints mortared and
<br />baled with mato on
<br />both interior and exterior'
<br />IL
<br />s
<br />surfaces.
<br />'
<br />.,
<br />f
<br />Precast reinforced manhole
<br />pipes, ASTM C478,ad1ust to
<br />v
<br />•
<br />q
<br />proper sk+wtion. (1',2%V, a
<br />'
<br />Bien • Calif Hey
<br />Cede Type RR
<br />PLAN VIEW
<br />7 ••
<br />SECTION A -A
<br />24'01 6/vfa OfrP1ne ,Ossem6/y
<br />Mortar •�'�•��
<br />Orada Rings
<br />Mortar
<br />I-14' R.C.P. , Cl. M
<br />h M�
<br />C
<br />ill Concrete
<br />(D. 1. C. B.)B.)
<br />24" STORM
<br />DRAIN INLET
<br />SECTION B -B
<br />•Pinlrerion No- A•/o7 Frome and Cover
<br />with •14"Ritoiry 5ewsr0oiyCo✓erl
<br />Groin 'In p/oce Orode Rings .00
<br />required. •
<br />--Povsirlent where not
<br />in trove/led way" /eove
<br />e� 4 N .cover 6'
<br />A4• above
<br />/1 Mir. .. �. G• f a natural grovnd.1
<br />4rouf /oyer. o ,,,
<br />1
<br />•
<br />Precal Reinforced
<br />a
<br />O
<br />.e•,
<br />Concrete Come
<br />•
<br />� '/ • 'o.
<br />Mar>sor o//. Joni •
<br />IL
<br />s
<br />4
<br />.,
<br />v
<br />ve
<br />•,e
<br />`,.
<br />Vii Precast
<br />,! P
<br />SECTION B -B
<br />•Pinlrerion No- A•/o7 Frome and Cover
<br />with •14"Ritoiry 5ewsr0oiyCo✓erl
<br />Groin 'In p/oce Orode Rings .00
<br />required. •
<br />--Povsirlent where not
<br />in trove/led way" /eove
<br />e� 4 N .cover 6'
<br />A4• above
<br />/1 Mir. .. �. G• f a natural grovnd.1
<br />4rouf /oyer. o ,,,
<br />1
<br />•
<br />Precal Reinforced
<br />a
<br />O
<br />.e•,
<br />Concrete Come
<br />•
<br />� '/ • 'o.
<br />Mar>sor o//. Joni •
<br />IL
<br />s
<br />.,
<br />v
<br />ve
<br />•,e
<br />`,.
<br />Vii Precast
<br />,! P
<br />Reinforced Concrete
<br />�+
<br />Sectionn
<br />Sections and Coes
<br />eonl*orming to
<br />of
<br />480.
<br />ASTM C -478
<br />`
<br />�•
<br />VC-Gp/�y. ><�► .-cq fiiJ
<br />4„min.
<br />a
<br />..6rou�` around base (typ.J
<br />Hand finish Slopes
<br />b”
<br />D d
<br />a
<br />of /aryesf oioe size throayh
<br />.o . b� v 3
<br />: o''' ,.
<br />/na1/h, base.
<br />_Undisturbed Earth
<br />Note: Quse C/ass 'B' Concrefe for
<br />o// sections.
<br />2) iyPE Il MANi-191-F 7110 have
<br />ecce��`iic cones:
<br />TYPE r
<br />SANITARY SEWER
<br />MANHOLE
<br />M, rGv'
<br />G• Mix. 1
<br />T/I,e10ore4 ...........33"
<br />LOCKEtFORD CaIAMMT11 C/poo-Oaf P/a� ' •-5idaivs/,C
<br />�i
<br />SERVICE US locia r.':. ' • '
<br />SPECIAL WATER SERVICE DETAIL
<br />� n • • chlisry Y-/ P�otsction .Bax /r/
<br />_..,..... �a G. Ri30a,, ,Giny1A - ....... • •• , • • : • ......... - 22 % • Oa// 4 5Pi9o1 P. V. c.
<br />ORDINANCE 79-1 Section 5. WA7ER SMICii' REGULATIONS Paragraph do and t. Req Eibow r gee /Yale No. !)
<br />de All construction work shall be inspected by an inspector acting for
<br />the District to insure compliance with all requirements of the District. • ' ' 2' La/� P✓.c . 9 aro
<br />Cost iron Frame and Cower - refer, No work shall be covered at any point until it has been inspected and passed
<br />/ to Improvement Standard No. C -S for acceptance. No work shall be connected to the District's facilities until )
<br />the work covered by the permit has been completed, inspected$ and approved
<br />by the inspector. If the test proves satisfactory, the Manager shall issue a 22 %t' Dad
<br />certificate of satisfactory completion. >{ S /9�1 P ✓•c.
<br />75em fo It oball be thetkiuty of the person doing the work authorized by permit to 45. pyC• Wyenotify the Manager that said work is ready for inspection. It shall be theduty of the person doing the work to ensure that the work will pass the teats.410110,0/
<br />required by the District before giving the above notification.
<br />::
<br />4 section as requradl .. Lowest y.
<br />IL
<br />S; f
<br />> 1 I
<br />:...:
<br />4.4 Close "B" Concrete f
<br />base. Pre- cost ba
<br />may be used if
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />•NOTE: A e-6" concrete taw may be used if approved by Rw
<br />SU
<br />N0. DATE REVISIONS
<br />Ia 6 /9-97 Fina/ Check 6y Coun
<br />BY DESIGN T4, SEA. DRAWN BY PL5., EB5'• APPROVED
<br />z�s
<br />SUBM TED BY
<br />R.C.E. DATE'/u-b7 SAN JOAOUIN,C
<br />SERVICE LATERAL CLEAN-OUT
<br />N. T•S.
<br />1. 1"xi galve nipple NOTES:
<br />2. Brass Gate Valve 1. Contractor may substitute long -radius P.V.C. bend, if
<br />3. Customer Line available, for the two 22 1/210 elbows and 2' spool.
<br />4. Shut off valve 2. Cleanouts shall be installed on all sewer service laterals
<br />5. Christy Box B-12 W/Conde Lid Isi at the edge of the right of way as shown.
<br />6. Support with Brick 3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.V.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber
<br />rings meeting the requirements of ASTM D - 3212.
<br />4. Cleanout riser and fittings shall be of the same diameter pipe
<br />as the service lateral.
<br />19
<br />DIRECTOR OF PUBLIC WORKS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />3723 W ELM BIT. LOCI, CALIF.
<br />38340 PH: 208-386-8610
<br />0
<br />NOTE: (Typ. All Lots)
<br />1. Unless otherwise noted, services to be
<br />at center of lots.
<br />2. Services minimum of 3 feet apart on main
<br />line & minimum of 3 feet from valves.
<br />46 3. All water services shall be upstream of
<br />FH valve in cul-de-sac.
<br />i
<br />wJon417/-y 5er�.iltJ./
<br />igsrp /C Lsfs ,/ /� k'Orer 6e,riies
<br />o Zoe
<br />SS PAW SERVICES rill
<br />TYPICAL LOT
<br />st.�at
<br />t :'
<br />41 `jpX BocK of WO/K
<br />I ..
<br />/(�O/Cr `` 4 e! Ta/aphona
<br />• !CC r01C��irsil h COO/a T.Y. _
<br />boa '
<br />�:etpiysioiy o e,,s I lvOrCi 5triu
<br />// y
<br />lAa,sy riadr by 4f/re,35/,eet-
<br />i Nee vel 3.11.
<br />- O Piiirspiyy 5ople //OuiC
<br />..`GcondO� `S1iC1
<br />Se¢ Cdeo17oat li
<br />Delo// Y/iia ai,at02 -
<br />UNDERGROUND UTILITY
<br />LCAION
<br />_t are h dir..y
<br />_ I2"
<br />We. or Sq.
<br />Standard Frans and
<br />6 Cover Assembly
<br />A. C. I s
<br />a' -.-.• m...-•..
<br />C.
<br />A. 13. ,''. • ' -.I •..
<br />-. . • . .
<br />to e e •, 3 II 6 •.• 'd�' • e
<br />Manment
<br />(Undisturbed s�•y
<br />Basement Soil T • ■ 30" Won Pin with
<br />Identification Maks
<br />TYPICAL SECTION
<br />iirl
<br />//' eriiv
<br />e.
<br />A �i SUR 'P A
<br />3eR-
<br />DETAIL SHEET
<br />J- Raised Letters
<br />I
<br />Cover Lift • Frome
<br />Hobs -Crop 1 ) M0t4rksI1 Cost Iron
<br />1-7 1 1
<br />N
<br />4.
<br />—_L
<br />I •-{�-•-- 6' Olotneter �I e
<br />II
<br />- • SECTION A -A
<br />ILL
<br />SURVEY MONUMENT
<br />„FRAME B. COVER ASSEMBLY
<br />BEAR CREEK TERRACE SHEET OOF /2
<br />UNIT NO. 3 6 4 JOB NO. BS79
<br />SUBDIVISIONIMPROVEMENTS NO
<br />G - 7B0
<br />
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