|
Ul
<br />o W 21 R REFLECTORS 3�s"GAW, 130LTS+ WASH&RS (L 2S� fi/W
<br />SELEC i DOUGLAS FIR, I Ca 2.5
<br />SURFACED DOUR SIDES
<br />PLACEAASPNALT CONCRETE-..
<br />ACKFILL TAMP--
<br />a!i� /7/
<br />" DENSE STRUCTURAL . N „
<br />R
<br />OE, REDWOOD SURFACED ,tQ Q PLACE 6 AGGREGATE BASE- CONST. VERTICAL SIDE5 �n
<br />CURB 4 GUTTER
<br />qQ
<br />0ST.
<br />_ REF s COUNTY SiD. DRWG, G•5 a+o +
<br />Rf W
<br />38'R, v' - y 38:1t, I IM13E1� C3, tRRICAIOE Om 42
<br />!� {�/ 41'R. 6ARRICADS5 TO 13E 45 WIDE 4.5 STREET
<br />vi a 1013BPA.IHTEO YELLOW US19G Z COAT5 OF 35 R.
<br />n[
<br />ov "EXTERIOR ALKYD RESIN HI -GLOSS ENAMEL" N
<br />OVER A COMPA 7 45LE FRIMM ��p PLACE T ASPIAALT CONCRETE•• %
<br />ci
<br />CD
<br />PLACE //7 L.F. l8 CS./?
<br />' 0� �S ��� CONST. DRAIN /NLET�sEE DETA/L s/LT �' o _ ; o . - ; : J
<br />'� 71
<br />5=0 0050 �` -� No. /0) PLACE /3 L.F. /0"CONC PIPE Oh i cv :i
<br />C7 20.86 20.51 2 X 1. w 9 _ ... - t /-N. p -� _ �i �p�P C -/W --SS s= 0 0055(M/N) J3' PLACE 8' AGGREGATE bASE- "�//
<br />m i «cn co v GQA7-E EL. /9..55, FL. /6.50 I 1 . ,n _ 17, pq'
<br />��' C a CONST. VERTICAL
<br />0+00,00 N I Z o���Q 0+00.00 I /2 2 _ A ST CURB GUTTER
<br />_ � 3 �' CONST. AlANL/OLE(SEEDETA/L- Ln
<br />In (3 cli
<br />ch m v SLIT. No. /O) 19 5 194 �' — ►�• 04— i
<br />70.83 20.51 7�
<br />CONST. 02A/N /NLET(SEEDETA/L o Q TYPICAL STREET 14ALF SECTIONS
<br />0 ,SPIT. No. /0) PL ACE 22 L.F. /0 �� \ j N 5 CA L E
<br />CONC. P/PE C -*S5 S= 0.0055
<br />9D io0
<br />0 i N (M/N.) ORATE EL. /9.55, F.L. 16.50 '" `T Q GENERAL NOTES:
<br />as Q aj
<br />1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
<br />4�'R. `D � 41R. WITH THE STANDARD SPECIFICATIONS OF SAN JOA UIN
<br />� � Q
<br />Stu 38'R. 38 36'R. COUNTY DATED MARCH 1970 AND THESE PLANS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />THE UTILITIES COMPANIES FOR THE EXACT LOCATION OF
<br />EXISTING FACILITIES.
<br />3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE
<br />ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS
<br />OF ITEMS OF WORK NOT SPECIFICALLY SHOWN AS BID ITEMS
<br />OR OTHERWISE SHOWN PRIOR TO BIDDING TO INSURE THAT
<br />ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE
<br />AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION.
<br />II A 11
<br />ST
<br />9 E 51 11 y211 9 ' 1;EFoo
<br />o Go C� co r- r N r
<br />FINIS E D rL RADE co Go M i- N co r- ti s on _M N r c� m N r v °� cq
<br />a, oco
<br />o a = o o a; ao r r=
<br />Ci N N N N N N cq N eq c"i N N
<br />c% L
<br />GUTT R FLG ADE o o N C co
<br />ZS
<br />/—NATURAL GROU110 't 5
<br />GRA E
<br />GUTT R Ft G ADE f-N4TURZAL GRO ND
<br />_ FINIS AEb k GRAD
<br />4r + i ° 5e0 ?GU TER GRA E
<br />SO�- 2
<br />FL /6.5
<br />I F . /(P. oo 15
<br />FL- l .99
<br />la PLACE 30/ .F. /2" DNC. PIPE C-14-55 10
<br />W
<br />of
<br />Lt-
<br />UL
<br />J
<br />4 0cc
<br />td
<br />--� NleiF� wuiz
<br />w
<br />m m
<br />F-1•�3— o w W
<br />—ujTy—
<br />.�m co rj)rj°L = av a Q a
<br />w W C Ls of CL
<br />co— cn s o cn a c9 �' o -g co
<br />`r'oo coo r-- �0 0 0 o a0ap —
<br />000 O C14cn O 00 p O ± ± NNco
<br />0 1 Z 3 4 0 i Z 3
<br />PLANS SUBMITTED SAN JOAQUIN COUNTY APPROVAL CONSTRUCTION PLANS BENCH MARK SURVEY DATE
<br />5AI4 JOAQUIV4 COUNT -f , CAL.II:Ot'RNIA PLAN = F.B.II�OI JULY iai
<br />•"`" E L EV. 18.83 PROFILE F.B.11 010
<br />MURRAY M. SMITH IL ENG EERING CO. _
<br />/ 3l4 IRON PIN S.W. COR. OF PROPERTY SCALE SHEET
<br />DRAWN WIS. NECKED E,R,G, ,� I Y I HORIZONTAL I�= r40
<br />CLF\/ LW MO Fj I L=L 1. N _ 24 72 ADDED D/TCN,4LONG SLYR/wA sf f�c.!!. VERTICAL I = 4 I
<br />yy,,
<br />SUBMITTEQ C.E. N0. 16047 , CTOR OF PUBLIC; W S QA E Ilan S I IEEE I t( �� I3`� S 11�EE 1 REVISION DATE DESCRIPTION BY APPA PROJECT NO. 1 (" I0 OF
<br />c
<br />�
<br />NN
<br />In'
<br />Q m
<br />s
<br />t�
<br />1-
<br />!n
<br />O
<br />cn
<br />p a0
<br />++
<br />mo
<br />SELEC i DOUGLAS FIR, I Ca 2.5
<br />SURFACED DOUR SIDES
<br />PLACEAASPNALT CONCRETE-..
<br />ACKFILL TAMP--
<br />a!i� /7/
<br />" DENSE STRUCTURAL . N „
<br />R
<br />OE, REDWOOD SURFACED ,tQ Q PLACE 6 AGGREGATE BASE- CONST. VERTICAL SIDE5 �n
<br />CURB 4 GUTTER
<br />qQ
<br />0ST.
<br />_ REF s COUNTY SiD. DRWG, G•5 a+o +
<br />Rf W
<br />38'R, v' - y 38:1t, I IM13E1� C3, tRRICAIOE Om 42
<br />!� {�/ 41'R. 6ARRICADS5 TO 13E 45 WIDE 4.5 STREET
<br />vi a 1013BPA.IHTEO YELLOW US19G Z COAT5 OF 35 R.
<br />n[
<br />ov "EXTERIOR ALKYD RESIN HI -GLOSS ENAMEL" N
<br />OVER A COMPA 7 45LE FRIMM ��p PLACE T ASPIAALT CONCRETE•• %
<br />ci
<br />CD
<br />PLACE //7 L.F. l8 CS./?
<br />' 0� �S ��� CONST. DRAIN /NLET�sEE DETA/L s/LT �' o _ ; o . - ; : J
<br />'� 71
<br />5=0 0050 �` -� No. /0) PLACE /3 L.F. /0"CONC PIPE Oh i cv :i
<br />C7 20.86 20.51 2 X 1. w 9 _ ... - t /-N. p -� _ �i �p�P C -/W --SS s= 0 0055(M/N) J3' PLACE 8' AGGREGATE bASE- "�//
<br />m i «cn co v GQA7-E EL. /9..55, FL. /6.50 I 1 . ,n _ 17, pq'
<br />��' C a CONST. VERTICAL
<br />0+00,00 N I Z o���Q 0+00.00 I /2 2 _ A ST CURB GUTTER
<br />_ � 3 �' CONST. AlANL/OLE(SEEDETA/L- Ln
<br />In (3 cli
<br />ch m v SLIT. No. /O) 19 5 194 �' — ►�• 04— i
<br />70.83 20.51 7�
<br />CONST. 02A/N /NLET(SEEDETA/L o Q TYPICAL STREET 14ALF SECTIONS
<br />0 ,SPIT. No. /0) PL ACE 22 L.F. /0 �� \ j N 5 CA L E
<br />CONC. P/PE C -*S5 S= 0.0055
<br />9D io0
<br />0 i N (M/N.) ORATE EL. /9.55, F.L. 16.50 '" `T Q GENERAL NOTES:
<br />as Q aj
<br />1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
<br />4�'R. `D � 41R. WITH THE STANDARD SPECIFICATIONS OF SAN JOA UIN
<br />� � Q
<br />Stu 38'R. 38 36'R. COUNTY DATED MARCH 1970 AND THESE PLANS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />THE UTILITIES COMPANIES FOR THE EXACT LOCATION OF
<br />EXISTING FACILITIES.
<br />3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE
<br />ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS
<br />OF ITEMS OF WORK NOT SPECIFICALLY SHOWN AS BID ITEMS
<br />OR OTHERWISE SHOWN PRIOR TO BIDDING TO INSURE THAT
<br />ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE
<br />AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION.
<br />II A 11
<br />ST
<br />9 E 51 11 y211 9 ' 1;EFoo
<br />o Go C� co r- r N r
<br />FINIS E D rL RADE co Go M i- N co r- ti s on _M N r c� m N r v °� cq
<br />a, oco
<br />o a = o o a; ao r r=
<br />Ci N N N N N N cq N eq c"i N N
<br />c% L
<br />GUTT R FLG ADE o o N C co
<br />ZS
<br />/—NATURAL GROU110 't 5
<br />GRA E
<br />GUTT R Ft G ADE f-N4TURZAL GRO ND
<br />_ FINIS AEb k GRAD
<br />4r + i ° 5e0 ?GU TER GRA E
<br />SO�- 2
<br />FL /6.5
<br />I F . /(P. oo 15
<br />FL- l .99
<br />la PLACE 30/ .F. /2" DNC. PIPE C-14-55 10
<br />W
<br />of
<br />Lt-
<br />UL
<br />J
<br />4 0cc
<br />td
<br />--� NleiF� wuiz
<br />w
<br />m m
<br />F-1•�3— o w W
<br />—ujTy—
<br />.�m co rj)rj°L = av a Q a
<br />w W C Ls of CL
<br />co— cn s o cn a c9 �' o -g co
<br />`r'oo coo r-- �0 0 0 o a0ap —
<br />000 O C14cn O 00 p O ± ± NNco
<br />0 1 Z 3 4 0 i Z 3
<br />PLANS SUBMITTED SAN JOAQUIN COUNTY APPROVAL CONSTRUCTION PLANS BENCH MARK SURVEY DATE
<br />5AI4 JOAQUIV4 COUNT -f , CAL.II:Ot'RNIA PLAN = F.B.II�OI JULY iai
<br />•"`" E L EV. 18.83 PROFILE F.B.11 010
<br />MURRAY M. SMITH IL ENG EERING CO. _
<br />/ 3l4 IRON PIN S.W. COR. OF PROPERTY SCALE SHEET
<br />DRAWN WIS. NECKED E,R,G, ,� I Y I HORIZONTAL I�= r40
<br />CLF\/ LW MO Fj I L=L 1. N _ 24 72 ADDED D/TCN,4LONG SLYR/wA sf f�c.!!. VERTICAL I = 4 I
<br />yy,,
<br />SUBMITTEQ C.E. N0. 16047 , CTOR OF PUBLIC; W S QA E Ilan S I IEEE I t( �� I3`� S 11�EE 1 REVISION DATE DESCRIPTION BY APPA PROJECT NO. 1 (" I0 OF
<br />f�Y�Y
<br />SELEC i DOUGLAS FIR, I Ca 2.5
<br />SURFACED DOUR SIDES
<br />PLACEAASPNALT CONCRETE-..
<br />ACKFILL TAMP--
<br />a!i� /7/
<br />" DENSE STRUCTURAL . N „
<br />R
<br />OE, REDWOOD SURFACED ,tQ Q PLACE 6 AGGREGATE BASE- CONST. VERTICAL SIDE5 �n
<br />CURB 4 GUTTER
<br />qQ
<br />0ST.
<br />_ REF s COUNTY SiD. DRWG, G•5 a+o +
<br />Rf W
<br />38'R, v' - y 38:1t, I IM13E1� C3, tRRICAIOE Om 42
<br />!� {�/ 41'R. 6ARRICADS5 TO 13E 45 WIDE 4.5 STREET
<br />vi a 1013BPA.IHTEO YELLOW US19G Z COAT5 OF 35 R.
<br />n[
<br />ov "EXTERIOR ALKYD RESIN HI -GLOSS ENAMEL" N
<br />OVER A COMPA 7 45LE FRIMM ��p PLACE T ASPIAALT CONCRETE•• %
<br />ci
<br />CD
<br />PLACE //7 L.F. l8 CS./?
<br />' 0� �S ��� CONST. DRAIN /NLET�sEE DETA/L s/LT �' o _ ; o . - ; : J
<br />'� 71
<br />5=0 0050 �` -� No. /0) PLACE /3 L.F. /0"CONC PIPE Oh i cv :i
<br />C7 20.86 20.51 2 X 1. w 9 _ ... - t /-N. p -� _ �i �p�P C -/W --SS s= 0 0055(M/N) J3' PLACE 8' AGGREGATE bASE- "�//
<br />m i «cn co v GQA7-E EL. /9..55, FL. /6.50 I 1 . ,n _ 17, pq'
<br />��' C a CONST. VERTICAL
<br />0+00,00 N I Z o���Q 0+00.00 I /2 2 _ A ST CURB GUTTER
<br />_ � 3 �' CONST. AlANL/OLE(SEEDETA/L- Ln
<br />In (3 cli
<br />ch m v SLIT. No. /O) 19 5 194 �' — ►�• 04— i
<br />70.83 20.51 7�
<br />CONST. 02A/N /NLET(SEEDETA/L o Q TYPICAL STREET 14ALF SECTIONS
<br />0 ,SPIT. No. /0) PL ACE 22 L.F. /0 �� \ j N 5 CA L E
<br />CONC. P/PE C -*S5 S= 0.0055
<br />9D io0
<br />0 i N (M/N.) ORATE EL. /9.55, F.L. 16.50 '" `T Q GENERAL NOTES:
<br />as Q aj
<br />1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
<br />4�'R. `D � 41R. WITH THE STANDARD SPECIFICATIONS OF SAN JOA UIN
<br />� � Q
<br />Stu 38'R. 38 36'R. COUNTY DATED MARCH 1970 AND THESE PLANS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />THE UTILITIES COMPANIES FOR THE EXACT LOCATION OF
<br />EXISTING FACILITIES.
<br />3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE
<br />ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS
<br />OF ITEMS OF WORK NOT SPECIFICALLY SHOWN AS BID ITEMS
<br />OR OTHERWISE SHOWN PRIOR TO BIDDING TO INSURE THAT
<br />ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE
<br />AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION.
<br />II A 11
<br />ST
<br />9 E 51 11 y211 9 ' 1;EFoo
<br />o Go C� co r- r N r
<br />FINIS E D rL RADE co Go M i- N co r- ti s on _M N r c� m N r v °� cq
<br />a, oco
<br />o a = o o a; ao r r=
<br />Ci N N N N N N cq N eq c"i N N
<br />c% L
<br />GUTT R FLG ADE o o N C co
<br />ZS
<br />/—NATURAL GROU110 't 5
<br />GRA E
<br />GUTT R Ft G ADE f-N4TURZAL GRO ND
<br />_ FINIS AEb k GRAD
<br />4r + i ° 5e0 ?GU TER GRA E
<br />SO�- 2
<br />FL /6.5
<br />I F . /(P. oo 15
<br />FL- l .99
<br />la PLACE 30/ .F. /2" DNC. PIPE C-14-55 10
<br />W
<br />of
<br />Lt-
<br />UL
<br />J
<br />4 0cc
<br />td
<br />--� NleiF� wuiz
<br />w
<br />m m
<br />F-1•�3— o w W
<br />—ujTy—
<br />.�m co rj)rj°L = av a Q a
<br />w W C Ls of CL
<br />co— cn s o cn a c9 �' o -g co
<br />`r'oo coo r-- �0 0 0 o a0ap —
<br />000 O C14cn O 00 p O ± ± NNco
<br />0 1 Z 3 4 0 i Z 3
<br />PLANS SUBMITTED SAN JOAQUIN COUNTY APPROVAL CONSTRUCTION PLANS BENCH MARK SURVEY DATE
<br />5AI4 JOAQUIV4 COUNT -f , CAL.II:Ot'RNIA PLAN = F.B.II�OI JULY iai
<br />•"`" E L EV. 18.83 PROFILE F.B.11 010
<br />MURRAY M. SMITH IL ENG EERING CO. _
<br />/ 3l4 IRON PIN S.W. COR. OF PROPERTY SCALE SHEET
<br />DRAWN WIS. NECKED E,R,G, ,� I Y I HORIZONTAL I�= r40
<br />CLF\/ LW MO Fj I L=L 1. N _ 24 72 ADDED D/TCN,4LONG SLYR/wA sf f�c.!!. VERTICAL I = 4 I
<br />yy,,
<br />SUBMITTEQ C.E. N0. 16047 , CTOR OF PUBLIC; W S QA E Ilan S I IEEE I t( �� I3`� S 11�EE 1 REVISION DATE DESCRIPTION BY APPA PROJECT NO. 1 (" I0 OF
<br />
|