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SIGN -STATE OF ULL.it hyo i
<br />`TYPE N -R" 24"X240
<br />_ECTIVE RED BACKGROUND)
<br />TYPE N - R It
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24"X48")
<br />IOD POST I i
<br />N -STATE OF CALIF
<br />f. CODE "TYPE N -Y" i l
<br />X 24 (REFLECTIVE
<br />.LOW BACKGROUND) I I
<br />I I
<br />4'X4' REDWOOD POST
<br />SIGN -STATE OF CAInIF.
<br />HWY. CODE W53 (24 X24")
<br />OR AS REQUIRED BY
<br />PUBLIC WORKS DEPT.
<br />t' REDWOOD
<br />r
<br />TYPICAL SIGN
<br />"TYPE N -Y"
<br />I1ro —3 HOLES
<br />1EQUALLY SPACED
<br />FLAN VIGW
<br />SECTION A -A
<br />BAIT VENT—OPTION
<br />_,} 1
<br />SECTION B -B SECTION C -C
<br />E
<br />ILE
<br />SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS NOTE Frame and Cover aholl be
<br />SHOWN ON PLANS. ANY DEVIATION machined to assure Interchangeability
<br />MUST BE APPROVED BY THE }Ind a close, quiet fIt.
<br />DIRECTOR OF PUBLIC WORKS
<br />TRAFFIC SIGNS
<br />- Top of pavement
<br />grode
<br />- Side wO/.t
<br />with 'Sanitary Sewer'
<br />Precast reinforced concrete
<br />grade adjustment rJot,ono
<br />Cru-e��
<br />2'. 3, 4" 9 6" se
<br />as required
<br />t r—Povement Where not
<br />Precast reinforced
<br />--
<br />concrete cane.All
<br />1' chr/sry
<br />joints moriaed
<br />s
<br />twMed with mortabaja
<br />Uff
<br />H .cover re above
<br />nteriar and usurfaces.
<br />ea/i 4 so, 1 1t / VC.
<br />• �ibow
<br />(sea Noce No. 1)
<br />nofurol ground.
<br />rrro& Lcryer
<br />c
<br />' ' 22 �2�
<br />°
<br />/,
<br />t•Min
<br />Precast reinforced manoe
<br />pipes, ASTM C478, adjust to
<br />i�
<br />!�
<br />o
<br />:'.
<br />paper elevation. (1',2',3',9
<br />•
<br />d
<br />am.
<br />POST
<br />bee
<br />OC7ei/
<br />FRAME 81 COVER
<br />(MANHOLE)
<br />'/t<• x �/f • Geinsr Posr /Jar ,r�/Ttnetan �o� `j" woodbridye Sat�ifary Disliic1 5. S. ManbO%�
<br />i9ond•-of/Goi 0osr5. TGns�cq gp� ®and t•'�I1CsA
<br />Snort/ &C net /4615 /non %/A X -1/4+.9,00ceO . nuc t/ed 7aje �GoNo/rs
<br />Ot /foal Interco%g. menq / Crxv
<br />/o' .lox. (TYp) --
<br />/ / '/f •+ /. O. Tem R4i/ (Tyo.)
<br />fLeViiT87�t'C'.• Afif�=R/_•A� �.y ~i�i�iCJl1!OM-;1CfS
<br />SANITARY SEWER MANHOLE''/:
<br />(
<br />i
<br />3/46 7.-4W60 mod > .gid
<br />� 7 Go. 64/t% 72t7sion tY/ie rniGoaed Broa9 -- - - - --- - - . -
<br />/7yP.) ! C/eon-Out P/aq _
<br />4 It • e
<br />e q• A// tnntsr14/e shall be the 9g417e o5 fha
<br />ces. eX/st/�79- '`erGe %n U�iY
<br />shall ;'/Sit the Site . PY.G Pisan LengtA - -
<br />Min.
<br />_ FENCE DETAIL
<br />.�^; oro scuta
<br />Cost iron From and Cover — refer
<br />i 10 Improvement Slandard No. C-5
<br />5" Min.
<br />a
<br />0
<br />4 sections as required) -., Lawsst 1.
<br />IL
<br />S f
<br />' I—�.,..---�--•tee. I >
<br />C1033"B" Concrete for •r
<br />to
<br />bass. Pro -cost bass
<br />mey be used if approved
<br />/ A D To/
<br />Thru - 0mr
<br />Plain Chem L
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />0
<br />NOTE : A t-6" concrete www may be used it approved by the Enp(neec
<br />,� y/y �Pegi tr<rtio� exoirG5
<br />NO. DATE REVISIONS BY
<br />I V)DESIGN DRAWN BY
<br />SOOMITTED'IY
<br />R-C.E. ��� �' DATE
<br />I
<br />D/o.
<br />Min•
<br />POST
<br />DE AIL
<br />NT$ e
<br />25' (5500' R/w)
<br />t
<br />t
<br />G• Mox. r
<br />t j/O�iob/e
<br />'Pinlrerion No. Q•/o7 Frame and Cover
<br />- Side wO/.t
<br />with 'Sanitary Sewer'
<br />on Corer
<br />&rout in place &rode Rings .os
<br />Cru-e��
<br />so required.
<br />Co//vr •o%
<br />t r—Povement Where not
<br />--
<br />)n travelled way, leave
<br />1' chr/sry
<br />p - 2/� Gorrareta Gia
<br />s
<br />Uff
<br />H .cover re above
<br />• 22 /z'
<br />ea/i 4 so, 1 1t / VC.
<br />• �ibow
<br />(sea Noce No. 1)
<br />nofurol ground.
<br />rrro& Lcryer
<br />c
<br />' ' 22 �2�
<br />°
<br />/,
<br />t•Min
<br />=
<br />i�
<br />o
<br />:'.
<br />PrecoSt Reinforced
<br />•
<br />d
<br />concrete Cone
<br />'
<br />k
<br />%e
<br />e b
<br />N
<br />1�'
<br />0
<br />./
<br />J.
<br />Q
<br />oirll comz /ldtfP.)
<br />.
<br />"dam-)✓e�'o/• a viol
<br />o
<br />•f
<br />?'
<br />.3
<br />L
<br />o
<br />V
<br />V
<br />•le
<br />C
<br />.
<br />,. -
<br />Q' dio Precast
<br />Reinforced Concrete
<br />•'w
<br />u
<br />-
<br />5ecfions and Cones •--
<br />p
<br />o
<br />�
<br />conl(arming to
<br />~
<br />ae
<br />4e'
<br />ASTM C-479
<br />.4,C hn9.��.�. - CQsfr;?
<br />,
<br />to
<br />Hond finish 5/opts
<br />'
<br />n'';.0 •. .�v•'.�'..�
<br />C
<br />Undi5turbcd Earth
<br />Note :
<br />Use Cloys 'B' Concrete for
<br />oll sections.
<br />'/t<• x �/f • Geinsr Posr /Jar ,r�/Ttnetan �o� `j" woodbridye Sat�ifary Disliic1 5. S. ManbO%�
<br />i9ond•-of/Goi 0osr5. TGns�cq gp� ®and t•'�I1CsA
<br />Snort/ &C net /4615 /non %/A X -1/4+.9,00ceO . nuc t/ed 7aje �GoNo/rs
<br />Ot /foal Interco%g. menq / Crxv
<br />/o' .lox. (TYp) --
<br />/ / '/f •+ /. O. Tem R4i/ (Tyo.)
<br />fLeViiT87�t'C'.• Afif�=R/_•A� �.y ~i�i�iCJl1!OM-;1CfS
<br />SANITARY SEWER MANHOLE''/:
<br />(
<br />i
<br />3/46 7.-4W60 mod > .gid
<br />� 7 Go. 64/t% 72t7sion tY/ie rniGoaed Broa9 -- - - - --- - - . -
<br />/7yP.) ! C/eon-Out P/aq _
<br />4 It • e
<br />e q• A// tnntsr14/e shall be the 9g417e o5 fha
<br />ces. eX/st/�79- '`erGe %n U�iY
<br />shall ;'/Sit the Site . PY.G Pisan LengtA - -
<br />Min.
<br />_ FENCE DETAIL
<br />.�^; oro scuta
<br />Cost iron From and Cover — refer
<br />i 10 Improvement Slandard No. C-5
<br />5" Min.
<br />a
<br />0
<br />4 sections as required) -., Lawsst 1.
<br />IL
<br />S f
<br />' I—�.,..---�--•tee. I >
<br />C1033"B" Concrete for •r
<br />to
<br />bass. Pro -cost bass
<br />mey be used if approved
<br />/ A D To/
<br />Thru - 0mr
<br />Plain Chem L
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />0
<br />NOTE : A t-6" concrete www may be used it approved by the Enp(neec
<br />,� y/y �Pegi tr<rtio� exoirG5
<br />NO. DATE REVISIONS BY
<br />I V)DESIGN DRAWN BY
<br />SOOMITTED'IY
<br />R-C.E. ��� �' DATE
<br />I
<br />D/o.
<br />Min•
<br />POST
<br />DE AIL
<br />NT$ e
<br />25' (5500' R/w)
<br />t
<br />t
<br />G• Mox. r
<br />t j/O�iob/e
<br />45' P. [!C. Wye Broach . . ... • - P V G 5onrtory SGwGr
<br />5arv�ca Lotaro/
<br />� (r
<br />PER r Wood6�rs/yc 9onirOry O/9tr7Gr , /irrPv't. 51:2' No. U -d
<br />SERVICE LATERAL CLEAN=OUT
<br />N. r. S.
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/2" elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of way as shown.
<br />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 />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W, ELM 8T. L001, CALIR
<br />96240 PH: 20Y-3GE-681■
<br />0
<br />DETAIL
<br />T /C a/ Loi r
<br />,cit
<br />f,
<br />Soni qr 5ei�'c 1 s ecwoitc
<br />i/✓5tO,eq' left of ,k'ote/- 5erviCts
<br />Z07- in5lo/%d R 9nt
<br />SS B W SCE
<br />ERVIS
<br />STs
<br />TYPICAL LOT —
<br />410 for
<br />�1
<br />M�rer
<br />tr//
<br />Exten5iOrf
<br />100/655--7hOr
<br />ii-avey r/sar 100/655--7
<br />Je¢ C/ep/70ur .9,3¢r
<br />L"tall XA)is zhaR74 -
<br />Street
<br />,C
<br />It
<br />h Te/BpAvna
<br />COD/a T. V
<br />6,70
<br />IVv/Ci 5ez-,wl
<br />k. V E I //Or�7 5/1-eee-
<br />V Nee Oetol% 5.,J1
<br />� Pr,;� So�itor/ Nouc
<br />Oe / L o/C/oJ fio�) C
<br />r
<br />seco�0/y ` srreG
<br />UNDERGROUND UTILITY
<br />LOCATION
<br />Rpm
<br />f'ir /i st ,sy
<br />12"
<br />ro ia. or Sq.
<br />Standard Frame and
<br />6 Cover Assembly
<br />A. C. s
<br />'• P.C.C. a .i '.+ . •.
<br />A. B. e
<br />oo
<br />eecate�anss
<br />urvey Mon mew
<br />Trid"isturb9d
<br />Basement Soil • s 30" Iron Pin With
<br />riieritificalion
<br />Marks
<br />TYPICAL SECTION
<br />A � SUR / 3� A
<br />(� ONUI
<br />is Raised Letters \\�\
<br />i
<br />Cover Frome
<br />Lift
<br />Holes '�0^p �^• Material- Cast Iron
<br />� N
<br />N
<br />4.
<br />6' Diameter4
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />FRAME B. COVER ASSEMBLY
<br />SHEET COUNTRY VIEW SUBDIVISION SHEET OF g
<br />UNIT NO_ 4°B "°
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO. V ' ?
<br />- Side wO/.t
<br />04.
<br />Chri ty
<br />Y-/ Protac>ian Box rY/
<br />1' chr/sry
<br />p - 2/� Gorrareta Gia
<br />s
<br />Uff
<br />• 22 /z'
<br />ea/i 4 so, 1 1t / VC.
<br />• �ibow
<br />(sea Noce No. 1)
<br />LOny PiCG . SOao%
<br />5aa Note No. / J
<br />' ' 22 �2�
<br />GG.'/ � $�/gat P ✓G.
<br />£/6ow
<br />(see No/e No. /J '
<br />i�
<br />45' P. [!C. Wye Broach . . ... • - P V G 5onrtory SGwGr
<br />5arv�ca Lotaro/
<br />� (r
<br />PER r Wood6�rs/yc 9onirOry O/9tr7Gr , /irrPv't. 51:2' No. U -d
<br />SERVICE LATERAL CLEAN=OUT
<br />N. r. S.
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 1/2" elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of way as shown.
<br />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 />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W, ELM 8T. L001, CALIR
<br />96240 PH: 20Y-3GE-681■
<br />0
<br />DETAIL
<br />T /C a/ Loi r
<br />,cit
<br />f,
<br />Soni qr 5ei�'c 1 s ecwoitc
<br />i/✓5tO,eq' left of ,k'ote/- 5erviCts
<br />Z07- in5lo/%d R 9nt
<br />SS B W SCE
<br />ERVIS
<br />STs
<br />TYPICAL LOT —
<br />410 for
<br />�1
<br />M�rer
<br />tr//
<br />Exten5iOrf
<br />100/655--7hOr
<br />ii-avey r/sar 100/655--7
<br />Je¢ C/ep/70ur .9,3¢r
<br />L"tall XA)is zhaR74 -
<br />Street
<br />,C
<br />It
<br />h Te/BpAvna
<br />COD/a T. V
<br />6,70
<br />IVv/Ci 5ez-,wl
<br />k. V E I //Or�7 5/1-eee-
<br />V Nee Oetol% 5.,J1
<br />� Pr,;� So�itor/ Nouc
<br />Oe / L o/C/oJ fio�) C
<br />r
<br />seco�0/y ` srreG
<br />UNDERGROUND UTILITY
<br />LOCATION
<br />Rpm
<br />f'ir /i st ,sy
<br />12"
<br />ro ia. or Sq.
<br />Standard Frame and
<br />6 Cover Assembly
<br />A. C. s
<br />'• P.C.C. a .i '.+ . •.
<br />A. B. e
<br />oo
<br />eecate�anss
<br />urvey Mon mew
<br />Trid"isturb9d
<br />Basement Soil • s 30" Iron Pin With
<br />riieritificalion
<br />Marks
<br />TYPICAL SECTION
<br />A � SUR / 3� A
<br />(� ONUI
<br />is Raised Letters \\�\
<br />i
<br />Cover Frome
<br />Lift
<br />Holes '�0^p �^• Material- Cast Iron
<br />� N
<br />N
<br />4.
<br />6' Diameter4
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />FRAME B. COVER ASSEMBLY
<br />SHEET COUNTRY VIEW SUBDIVISION SHEET OF g
<br />UNIT NO_ 4°B "°
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO. V ' ?
<br />
|