|
may.
<br />-- Standard Frame and
<br />Cover Assembly
<br />A. C. 'v
<br />P.G.C.
<br />A. B. a• _I I 61-'..a'a
<br />o e •• �s` .'l 3 e� � o
<br />`Undistwbed —�" Ivey Marmont
<br />Basement Soil To x 301 Iron Pin With
<br />Identification Marks
<br />TYPICAL SECTION
<br />1s� Raised Lette
<br />SEC. ION A -A_
<br />51Jt'(VtT MUNUMtN 1
<br />FRAME 8l COVER ASSEMBLY
<br />Cost Iron
<br />LAGUE
<br />PROPERTY
<br />R.W. SIEGFRIED &
<br />STOCKTON, CALI F
<br />n
<br />ASSOCIATES
<br />ORNIA
<br />I Broom Finish l•
<br />Broom Finish fX/Sf A.C.
<br />R< •• — 7Levsl Lim N
<br />to
<br />• , .
<br />",•. • ;;.: Line Cul`
<br />� • _Il—.1j
<br />3« Dowels w5 or —SYaDia.•X 24,
<br />spaced 12'e.c. greased and
<br />wrapped one side through
<br />every expansion joint.
<br />CURB 8i GUTTER
<br />InrTea:
<br />L Construct es/Ne" joints A 200' maximum and at returns, around light poles,
<br />hydrants and. other fixed objects of sidewalk.
<br />2. Transverse weakened pions jolots Niall be constructed 12' maximum Intervals.
<br />" curb aOd �ulfer (fyoJ\
<br />1 I\
<br />Z'
<br />777V57�g
<br />c /e0adeid Or; fl�i/7
<br />T.
<br />50// 5feli/alrfbei�iyeer/
<br />STREWT 4rV055 SECT/Or(/
<br />.UO7' 70 6C14GE
<br />- 3. le.=c" darie �Q
<br />o Q / (Ave, slope rg le)
<br />5/ooe /i/7e @ Curb Cul (typ-)
<br />ICI N I TY MAP
<br />NO SCALE
<br />Ieimn7l ✓/ecfian
<br />(Tyne LJ @ each
<br />er/d c
<br />a
<br />#4soace
<br />CO/J,�rOCf%O/J ,/Oiill� �
<br />1,1Wi1ial Fi/f
<br />LJ
<br />Coria/rocfiorr
<br />✓orn!
<br />CIVIL ENGINEERS
<br />DECEMBER 1981
<br />Q--�
<br />/e" /e" /e -
<br />e. ,
<br />Face of.Curb
<br />•'-e' � '"• .;�• e` :. •. a .° i
<br />rr '
<br />r ; , . E; ' z £• •• 'Wide • d./7' Thick 4. C.
<br />/°ailed o1-aina9e .4,oron
<br />PIAN- CURB CUT Top of Curb
<br />�d/07e F/ew/ine of existingN. rS, a'
<br />readsid1 ditch may be widened h+Zx. slope) o••
<br />(�vC.B/oot� _
<br />t'd p-rmree emban.Fmenf M backl /. p.0 �— I I
<br />ofCarb v
<br />fvrpded ,n.,X.s/ope does /%�� B 7` I
<br />rat rxrse r: /• 0. r7'q. c! POved�Orain�e ,,,I,-�' l •:
<br />SECT/dN A
<br />Class
<br />Conal
<br />241 301 a 3eST
<br />,,�
<br />MAIN. 100 " T
<br />_ JJ • — t
<br />�3a,**
<br />TYPICAL STREET SIGN
<br />TYPICAL STREET_SIGN
<br />INSTALLATION
<br />Street Sign_
<br />Location
<br />NOTE:
<br />L One street sign is required
<br />at each intersection.
<br />2 Dimensions for block numbers
<br />are for location of numbers
<br />only.
<br />nt
<br />BEING A PORTION OF
<br />THE
<br />N. W
<br />1/4 OF
<br />SECTION 36, T. IS., R.6E., M.D.B.&M.
<br />COUNTY
<br />+i
<br />OF
<br />,
<br />SAN
<br />JOAQUIN,
<br />CALIFORNIA
<br />R.W. SIEGFRIED &
<br />STOCKTON, CALI F
<br />n
<br />ASSOCIATES
<br />ORNIA
<br />I Broom Finish l•
<br />Broom Finish fX/Sf A.C.
<br />R< •• — 7Levsl Lim N
<br />to
<br />• , .
<br />",•. • ;;.: Line Cul`
<br />� • _Il—.1j
<br />3« Dowels w5 or —SYaDia.•X 24,
<br />spaced 12'e.c. greased and
<br />wrapped one side through
<br />every expansion joint.
<br />CURB 8i GUTTER
<br />InrTea:
<br />L Construct es/Ne" joints A 200' maximum and at returns, around light poles,
<br />hydrants and. other fixed objects of sidewalk.
<br />2. Transverse weakened pions jolots Niall be constructed 12' maximum Intervals.
<br />" curb aOd �ulfer (fyoJ\
<br />1 I\
<br />Z'
<br />777V57�g
<br />c /e0adeid Or; fl�i/7
<br />T.
<br />50// 5feli/alrfbei�iyeer/
<br />STREWT 4rV055 SECT/Or(/
<br />.UO7' 70 6C14GE
<br />- 3. le.=c" darie �Q
<br />o Q / (Ave, slope rg le)
<br />5/ooe /i/7e @ Curb Cul (typ-)
<br />ICI N I TY MAP
<br />NO SCALE
<br />Ieimn7l ✓/ecfian
<br />(Tyne LJ @ each
<br />er/d c
<br />a
<br />#4soace
<br />CO/J,�rOCf%O/J ,/Oiill� �
<br />1,1Wi1ial Fi/f
<br />LJ
<br />Coria/rocfiorr
<br />✓orn!
<br />CIVIL ENGINEERS
<br />DECEMBER 1981
<br />Q--�
<br />/e" /e" /e -
<br />e. ,
<br />Face of.Curb
<br />•'-e' � '"• .;�• e` :. •. a .° i
<br />rr '
<br />r ; , . E; ' z £• •• 'Wide • d./7' Thick 4. C.
<br />/°ailed o1-aina9e .4,oron
<br />PIAN- CURB CUT Top of Curb
<br />�d/07e F/ew/ine of existingN. rS, a'
<br />readsid1 ditch may be widened h+Zx. slope) o••
<br />(�vC.B/oot� _
<br />t'd p-rmree emban.Fmenf M backl /. p.0 �— I I
<br />ofCarb v
<br />fvrpded ,n.,X.s/ope does /%�� B 7` I
<br />rat rxrse r: /• 0. r7'q. c! POved�Orain�e ,,,I,-�' l •:
<br />SECT/dN A
<br />Class
<br />Conal
<br />241 301 a 3eST
<br />,,�
<br />MAIN. 100 " T
<br />_ JJ • — t
<br />�3a,**
<br />TYPICAL STREET SIGN
<br />TYPICAL STREET_SIGN
<br />INSTALLATION
<br />Street Sign_
<br />Location
<br />NOTE:
<br />L One street sign is required
<br />at each intersection.
<br />2 Dimensions for block numbers
<br />are for location of numbers
<br />only.
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />STANDARD STREET
<br />N. T. 0. SIGN DETAILS
<br />Top of Curb
<br />L _ _✓. ti. r. s.
<br />• /t/07Z .' SEE 6h&&l4 WO. 5 !0/en 1iew
<br />r�r �/'%d� e Qr• f�ii5 ;
<br />Ra// (Oetai/s as Sheep' Na, 3�
<br />" 6.
<br />�`Gb r � �C✓/2"QC -if6 bei /2'OC. II d j A. r e �"Er t+'or r!' BrX � +Yfv('r T �'
<br />— s er, @ /9"O.0 6 b&r @ /Z"OC CangfiaclrorA ✓o �f /2'r
<br />i
<br />2=0'� v � #46gr'� InI%/e�� 3r Z'- ,a4 Zt0'< a " o
<br />4 O' 4 O' �� �s45oaCBie
<br />s ._ . ,,00ff� r",
<br />a ` #VIAgC c esr Inverl E/e u
<br />Cor�sficev`ian✓oil��'' r4� �
<br />4 Q .4. a �%Y a,O�•f r � . a i'
<br />4
<br />N a#6�oZr oG bar@/Z"o.c. Leoyfh Bim" Cor�atiuc/ib� ✓air/t d/ii/y lt/d// (OeJdf/s 0/7 Sheet
<br />OV6,?oBCEra 62 /9 -42,-
<br />,Uo% 3or Ca/aP/1 .Oesigr/ fyker� fioir�
<br />FRatl T Y/EW Ca/iforrrid ✓r���ddrG /ons /979 5/DE !//4'K/
<br />.00049 Z oe .BOX CUL V,67RT.OET,4/L iA1
<br />LEGEND 81 ABBREVIATIONS I NDEX
<br />Original Pavement Existing Additional Pavement (0.17"A.C.A.341A.S.B.) Ae Sheet No.
<br />—
<br />Concrete culvert Notes:
<br />Street Centerline Monument Flowline I . . . . . . . . . . . . . . . . . Vicinity Map, Legend a Abbreviations, Index
<br />l- Design Loads;
<br />Centerline 4.5:6. Aggregate Subbase 2 . . . . . . . . . . . . . . . . . Plan 8 Profile Sta. 0+00 - Sta. 16+002- Stresses: HS -20-44 Alternative
<br />Roadside Ditch R.C. Asphalt Concrete 3 . . . . . . . . . . . . . . . . . Plan a Profile, Sta. 16+00 - Sta. 29+00 fs=300 PS
<br />Rd. Coi Round Corner to Jr Point of Intersection n- /0
<br />4 . . . . . . . . . . . . . . . . . Plan 81 Profile, Sta. 29+00 - Sta. 41 +88
<br />Right of Way .D. f. Drainage Easement
<br />-o- Standard Street Sign OC. On Center NOTES /. At the time the properly within the project Site is improaed or developed, /t may he necessary for the users at•
<br />I the property to provide irrdividua/ pumpi//y insta//atiorrs to lift drainaye water f rm the /mproved sr�`es is the
<br />!!C. Vertical Curve Vertical Curb 8t Gutter reads/de drainage dlMohes.
<br />Z. Elevations ale referred to U. S. 6.5 Datum. Bench Mark - S✓. ea, Brass plate '%34 " V' 9 of ¢` Louise Ave. ,
<br />— Curb Cut w/ Paved Drainage Apron Y_
<br />g P /6' E. of ¢` Mcfinley Ave. - E/ev. 23.47.
<br />ttn ri ,'+c:cur: at,t ._•. n r:' '-[- I
<br />a
<br />COUNTY OF SAN JOAQUIN 9C74l491Ye
<br />DEPARTMENT OF PUBLIC WORKS ROBERT L A G U E PROPERTY
<br />APPROVED DATE /-Z7-8Z Reco,rl f�reu%'n ,s,C .sh/✓r'.s/<f3r j /484 26G Dec. /98/ I
<br />-- R.C.E. N0. © Add Curb % 6wer, Ora/ 9e Apron /-8-8C 5RB O E. K90
<br />e -Z'�5f INDEX SHEET 4
<br />L . _ FILE NACtitt --- _
<br />��ta,dt„ R G. C.
<br />- /7, 35/
<br />APPROVED REVISION /-z9- 8� ��.."
<br />1
<br />B
<br />nt
<br />I
<br />+i
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />STANDARD STREET
<br />N. T. 0. SIGN DETAILS
<br />Top of Curb
<br />L _ _✓. ti. r. s.
<br />• /t/07Z .' SEE 6h&&l4 WO. 5 !0/en 1iew
<br />r�r �/'%d� e Qr• f�ii5 ;
<br />Ra// (Oetai/s as Sheep' Na, 3�
<br />" 6.
<br />�`Gb r � �C✓/2"QC -if6 bei /2'OC. II d j A. r e �"Er t+'or r!' BrX � +Yfv('r T �'
<br />— s er, @ /9"O.0 6 b&r @ /Z"OC CangfiaclrorA ✓o �f /2'r
<br />i
<br />2=0'� v � #46gr'� InI%/e�� 3r Z'- ,a4 Zt0'< a " o
<br />4 O' 4 O' �� �s45oaCBie
<br />s ._ . ,,00ff� r",
<br />a ` #VIAgC c esr Inverl E/e u
<br />Cor�sficev`ian✓oil��'' r4� �
<br />4 Q .4. a �%Y a,O�•f r � . a i'
<br />4
<br />N a#6�oZr oG bar@/Z"o.c. Leoyfh Bim" Cor�atiuc/ib� ✓air/t d/ii/y lt/d// (OeJdf/s 0/7 Sheet
<br />OV6,?oBCEra 62 /9 -42,-
<br />,Uo% 3or Ca/aP/1 .Oesigr/ fyker� fioir�
<br />FRatl T Y/EW Ca/iforrrid ✓r���ddrG /ons /979 5/DE !//4'K/
<br />.00049 Z oe .BOX CUL V,67RT.OET,4/L iA1
<br />LEGEND 81 ABBREVIATIONS I NDEX
<br />Original Pavement Existing Additional Pavement (0.17"A.C.A.341A.S.B.) Ae Sheet No.
<br />—
<br />Concrete culvert Notes:
<br />Street Centerline Monument Flowline I . . . . . . . . . . . . . . . . . Vicinity Map, Legend a Abbreviations, Index
<br />l- Design Loads;
<br />Centerline 4.5:6. Aggregate Subbase 2 . . . . . . . . . . . . . . . . . Plan 8 Profile Sta. 0+00 - Sta. 16+002- Stresses: HS -20-44 Alternative
<br />Roadside Ditch R.C. Asphalt Concrete 3 . . . . . . . . . . . . . . . . . Plan a Profile, Sta. 16+00 - Sta. 29+00 fs=300 PS
<br />Rd. Coi Round Corner to Jr Point of Intersection n- /0
<br />4 . . . . . . . . . . . . . . . . . Plan 81 Profile, Sta. 29+00 - Sta. 41 +88
<br />Right of Way .D. f. Drainage Easement
<br />-o- Standard Street Sign OC. On Center NOTES /. At the time the properly within the project Site is improaed or developed, /t may he necessary for the users at•
<br />I the property to provide irrdividua/ pumpi//y insta//atiorrs to lift drainaye water f rm the /mproved sr�`es is the
<br />!!C. Vertical Curve Vertical Curb 8t Gutter reads/de drainage dlMohes.
<br />Z. Elevations ale referred to U. S. 6.5 Datum. Bench Mark - S✓. ea, Brass plate '%34 " V' 9 of ¢` Louise Ave. ,
<br />— Curb Cut w/ Paved Drainage Apron Y_
<br />g P /6' E. of ¢` Mcfinley Ave. - E/ev. 23.47.
<br />ttn ri ,'+c:cur: at,t ._•. n r:' '-[- I
<br />a
<br />COUNTY OF SAN JOAQUIN 9C74l491Ye
<br />DEPARTMENT OF PUBLIC WORKS ROBERT L A G U E PROPERTY
<br />APPROVED DATE /-Z7-8Z Reco,rl f�reu%'n ,s,C .sh/✓r'.s/<f3r j /484 26G Dec. /98/ I
<br />-- R.C.E. N0. © Add Curb % 6wer, Ora/ 9e Apron /-8-8C 5RB O E. K90
<br />e -Z'�5f INDEX SHEET 4
<br />L . _ FILE NACtitt --- _
<br />��ta,dt„ R G. C.
<br />- /7, 35/
<br />APPROVED REVISION /-z9- 8� ��.."
<br />1
<br />B
<br />
|