|
M.
<br />MA
<br />42
<br />i •
<br />38
<br />36
<br />34
<br />32
<br />o m
<br />q�
<br />lu.
<br />c13
<br />mkn
<br />4-1
<br />o� wCr w
<br />2 w i o m cn
<br />V .q 2 C*ni •+'R �.�t"i
<br />t +.
<br />! lV
<br />0.25
<br />v
<br />Q
<br />Ol 3 a
<br />�� II
<br />N
<br />-A pPRO CATION OF 101 W
<br />Rte
<br />VERIFY PRIOR to CONST. A5 NEC _ -
<br />n� R
<br />COCATION5j 49 Iv1
<br />�R0 t�°� E X 16 r I N 6 1„
<br />VERIF�I 5 R`s EX. INV. 35.8y{
<br />- S� NU. 36.724 !S°SD IN)
<br />I
<br />I
<br />E X. jAV
<br />E X 16 7 1NG 1 0 5. 5. 1NV.
<br />f X16r 36° 5D
<br />.
<br />3
<br />4
<br />q �
<br />*, m w
<br />ted: 2� a I
<br />pq X04 �q Si
<br />LQ W`ao A
<br />A >
<br />11+00 12+00 13+00 14+00 15 +00 16+00 17+00 18+00
<br />N0. I DATE
<br />SEE DETAIL 01r-
<br />4Z
<br />FAL L E Y ABOVE-
<br />ESWAL
<br />REVISIONS
<br />4eNf-DOZE 2 -WOR
<br />M 0 K E LUMNE
<br />IN
<br />OMEN
<br />�� jo�o FXISr 6"6. -&M6,?` LOCATION UNINOWN
<br />3s 15"SD
<br />41 S P 114 46,,13 P- �i5 -64,B6 P Q503P 116 45,07 i
<br />NZ
<br />N
<br />O cNv 8 ,60 P •'• "- 44:41 P 4,70 P 4d 76 P
<br />a £ Of 37 EP 4445 tP 46.18 SP
<br />219 _-15 -
<br />r.. 4T �'fJ�-2n6 4.0
<br />R P.Z- -4 .Z 4
<br />r 4
<br />JD In J
<br />rs N X X X ° B
<br />6 y E BOX fxisi Fence I x x
<br />RFL01 ATE ,- I Y C T RI y'
<br />o'
<br />� ow
<br />R
<br />J
<br />Q
<br />FL /V 0 W
<br />q
<br />v
<br />R
<br />U
<br />U
<br />�
<br />�
<br />k
<br />5D -
<br />umistt
<br />4d.b8P 8° 44.32 P 4Q 801
<br />IN
<br />OMEN
<br />�� jo�o FXISr 6"6. -&M6,?` LOCATION UNINOWN
<br />3s 15"SD
<br />41 S P 114 46,,13 P- �i5 -64,B6 P Q503P 116 45,07 i
<br />NZ
<br />N
<br />O cNv 8 ,60 P •'• "- 44:41 P 4,70 P 4d 76 P
<br />a £ Of 37 EP 4445 tP 46.18 SP
<br />219 _-15 -
<br />r.. 4T �'fJ�-2n6 4.0
<br />R P.Z- -4 .Z 4
<br />r 4
<br />JD In J
<br />rs N X X X ° B
<br />6 y E BOX fxisi Fence I x x
<br />RFL01 ATE ,- I Y C T RI y'
<br />o'
<br />7
<br />FL /V 0 W
<br />q
<br />o
<br />v
<br />U
<br />�
<br />�
<br />k
<br />N
<br />p
<br />DEEP Lifr AL
<br />Q
<br />w
<br />O
<br />`°
<br />E
<br />A.G. - TY FF-
<br />BY DESIGN YP. _ DRAWN BY
<br />fUBMl1'TceD �i� fXP DATE 9-30-93
<br />R.C.E. /9 638 DATE 6- /-7
<br />.Q
<br />q
<br />v;
<br />v
<br />U
<br />�
<br />�
<br />k
<br />N
<br />nN
<br />3w
<br />Q
<br />w
<br />14 @
<br />`°
<br />q
<br />N
<br />v
<br />V
<br />o'
<br />R
<br />V�
<br />0
<br />V
<br />�'4
<br />O
<br />SGHPDUlP
<br />I-WORX
<br />+
<br />BY DESIGN YP. _ DRAWN BY
<br />fUBMl1'TceD �i� fXP DATE 9-30-93
<br />R.C.E. /9 638 DATE 6- /-7
<br />H' RCE N 21258
<br />S T R E ET
<br />.Q
<br />q
<br />v;
<br />v
<br />U
<br />�
<br />�
<br />k
<br />N
<br />nN
<br />3w
<br />Q
<br />w
<br />14 @
<br />`°
<br />q
<br />N
<br />v
<br />V
<br />R
<br />V�
<br />0
<br />V
<br />H' RCE N 21258
<br />S T R E ET
<br />}.r En 3441iR Ips„�
<br />45,2b P 44.65 P 45,49P
<br />84.99 ep 45',. fP
<br />aF.S.ewp
<br />2'6. -14-5- -2"6 _
<br />s 4Q0 L
<br />s
<br />EkSFTencl--- P ��..
<br />�o Ex D. LC.B.
<br />ZG EXKt W
<br />building "•N
<br />v
<br />Q
<br />1
<br />AS BUILT DRAWING:
<br />JULY) 1993
<br />Te ry P azz R.C.E.19638
<br />APPROVED BY. Henry M. cram o. B A U M B A C H & PIAZZA
<br />19_ CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LODI, CALIF.
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 95240 PM: 209-322-BBIS
<br />N
<br />MOKELUMNE
<br />43 33
<br />STREET
<br />4368
<br />43 So
<br />43 l(Ed.ge of Pgvement -� 43 q.3 _,f5 43 62
<br />Ilk
<br />4z� \ Swale It %�tiCURB TO BE UTTERU SIDEWALK
<br />--- ----
<br />SS 0H
<br />44.07 ro -
<br />10"SS - 10"SS
<br />�- 2. ti h GunrW f°nc
<br />43 5
<br />GoS
<br />fJ/ E(ec Box
<br />�P 34 - -- ---❑44.Oq
<br />- Elec
<br />" 43 4 434 4 47 43 t7 43 47
<br />O ( A 44.4
<br />(` O cb 0
<br />.- o
<br />0
<br />�O O I N lt)
<br />rF
<br />n a x
<br />C p W m N
<br />ao � ° v
<br />N C)
<br />n �
<br />OCA 0 O •
<br />440
<br />C-) I 3 p
<br />43 .7, 4.4 4134 43 6o 43. M47
<br />INSTALL 4"5S SERVICE EXIST, SERVICE- STUB
<br />PER WAODBRIDGE 54NIT4RY"
<br />DISTRICT MAPS. (5EE NOTE
<br />3, 5HEET2.) Q
<br />4L LE Y D,ET,4/L
<br />190406YORR' BEH/ND S1,0f-1 ZA' /S TO
<br />SE BID 145 LUMP SUM (50 o SC//. I
<br />50°° SCFI ZZ)
<br />2a' /0'
<br />--T---
<br />I3' # Tf Z 5. 5' 25'
<br />71
<br />0.21" AC. - rvpF "N„
<br />P060'RB. CL I(3/4"AV
<br />0 6 7'- 95 % R. C ORIGINAZ GROUND
<br />7
<br />5l'A. I2)' 0 9.8 9 70 S;W 1271 90 4
<br />M0h'FZ11M1VZ- ! TW -[-1' - SCRFDUZ.F 1
<br />SCALE l" - 6'
<br />N, -RT cur
<br />-067'- 92% R.0 CONCRETE
<br />$l/BGRADE CON/RACT/ON
<br />tVPF 'F1 " C G S. S%9 /,?o ?4.9 9 TO
<br />STA. 14020 PER STO.PLAN R4
<br />OPTION; 0.67'
<br />6"A.C. ONLY- COMPACTEO Apl'AC. - rPVc"B" 0.67'- 927. RC CONCRFTE
<br />IN 2 " L I FT50.6 O'A. B. Cl. E 07/4 " AEG TYPE) $UBGRADF COMPACYION
<br />0.67'- 95% R. C ORISINR Z GROUND 7YPP ';9" C. a. E`5 SrA. If -;24.89
<br />SrR.. 14 r 20 PER STD. PLAN R-6
<br />StA. 120 90 t tO 57R. 14µ 20
<br />M0xFZ11MNF 57RFF7 - SCRFDOZ.F !
<br />SPECIAL NOTES FOR MOKELUMNE STREET
<br />1. East of Station 12+24.89, install Type "A" curb, gutter and
<br />sidewalk, West of Station 11+94.89, install Type "E" curb,
<br />gutter and sidewalk.
<br />2. Where Edge of Pavement (E.P.) is 13 feet from centerline,
<br />saw cut pavement 0.5 fleet North of E.P. and build new
<br />structural section.
<br />3. Where E.P. is 23 feet from centerline, saw cut at 1B feet
<br />from centerline. Contractor option to build new structural
<br />section or deep lift with 6 inches of Asphalt Concrete.
<br />4. Pitch of lip of gutter (1.5") may vary by 0.5"± to maintain
<br />street X slope of 2% minimum/5% maximum, East of Station
<br />13+00
<br />MOKELUMNE STREET SHEETOoF7
<br />JOB NO. 9ZOZ
<br />FILE
<br />NO.
<br />G j0��
<br />Zj
<br />nN
<br />3w
<br />�
<br />o
<br />�
<br />q
<br />V
<br />}.r En 3441iR Ips„�
<br />45,2b P 44.65 P 45,49P
<br />84.99 ep 45',. fP
<br />aF.S.ewp
<br />2'6. -14-5- -2"6 _
<br />s 4Q0 L
<br />s
<br />EkSFTencl--- P ��..
<br />�o Ex D. LC.B.
<br />ZG EXKt W
<br />building "•N
<br />v
<br />Q
<br />1
<br />AS BUILT DRAWING:
<br />JULY) 1993
<br />Te ry P azz R.C.E.19638
<br />APPROVED BY. Henry M. cram o. B A U M B A C H & PIAZZA
<br />19_ CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LODI, CALIF.
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 95240 PM: 209-322-BBIS
<br />N
<br />MOKELUMNE
<br />43 33
<br />STREET
<br />4368
<br />43 So
<br />43 l(Ed.ge of Pgvement -� 43 q.3 _,f5 43 62
<br />Ilk
<br />4z� \ Swale It %�tiCURB TO BE UTTERU SIDEWALK
<br />--- ----
<br />SS 0H
<br />44.07 ro -
<br />10"SS - 10"SS
<br />�- 2. ti h GunrW f°nc
<br />43 5
<br />GoS
<br />fJ/ E(ec Box
<br />�P 34 - -- ---❑44.Oq
<br />- Elec
<br />" 43 4 434 4 47 43 t7 43 47
<br />O ( A 44.4
<br />(` O cb 0
<br />.- o
<br />0
<br />�O O I N lt)
<br />rF
<br />n a x
<br />C p W m N
<br />ao � ° v
<br />N C)
<br />n �
<br />OCA 0 O •
<br />440
<br />C-) I 3 p
<br />43 .7, 4.4 4134 43 6o 43. M47
<br />INSTALL 4"5S SERVICE EXIST, SERVICE- STUB
<br />PER WAODBRIDGE 54NIT4RY"
<br />DISTRICT MAPS. (5EE NOTE
<br />3, 5HEET2.) Q
<br />4L LE Y D,ET,4/L
<br />190406YORR' BEH/ND S1,0f-1 ZA' /S TO
<br />SE BID 145 LUMP SUM (50 o SC//. I
<br />50°° SCFI ZZ)
<br />2a' /0'
<br />--T---
<br />I3' # Tf Z 5. 5' 25'
<br />71
<br />0.21" AC. - rvpF "N„
<br />P060'RB. CL I(3/4"AV
<br />0 6 7'- 95 % R. C ORIGINAZ GROUND
<br />7
<br />5l'A. I2)' 0 9.8 9 70 S;W 1271 90 4
<br />M0h'FZ11M1VZ- ! TW -[-1' - SCRFDUZ.F 1
<br />SCALE l" - 6'
<br />N, -RT cur
<br />-067'- 92% R.0 CONCRETE
<br />$l/BGRADE CON/RACT/ON
<br />tVPF 'F1 " C G S. S%9 /,?o ?4.9 9 TO
<br />STA. 14020 PER STO.PLAN R4
<br />OPTION; 0.67'
<br />6"A.C. ONLY- COMPACTEO Apl'AC. - rPVc"B" 0.67'- 927. RC CONCRFTE
<br />IN 2 " L I FT50.6 O'A. B. Cl. E 07/4 " AEG TYPE) $UBGRADF COMPACYION
<br />0.67'- 95% R. C ORISINR Z GROUND 7YPP ';9" C. a. E`5 SrA. If -;24.89
<br />SrR.. 14 r 20 PER STD. PLAN R-6
<br />StA. 120 90 t tO 57R. 14µ 20
<br />M0xFZ11MNF 57RFF7 - SCRFDOZ.F !
<br />SPECIAL NOTES FOR MOKELUMNE STREET
<br />1. East of Station 12+24.89, install Type "A" curb, gutter and
<br />sidewalk, West of Station 11+94.89, install Type "E" curb,
<br />gutter and sidewalk.
<br />2. Where Edge of Pavement (E.P.) is 13 feet from centerline,
<br />saw cut pavement 0.5 fleet North of E.P. and build new
<br />structural section.
<br />3. Where E.P. is 23 feet from centerline, saw cut at 1B feet
<br />from centerline. Contractor option to build new structural
<br />section or deep lift with 6 inches of Asphalt Concrete.
<br />4. Pitch of lip of gutter (1.5") may vary by 0.5"± to maintain
<br />street X slope of 2% minimum/5% maximum, East of Station
<br />13+00
<br />MOKELUMNE STREET SHEETOoF7
<br />JOB NO. 9ZOZ
<br />FILE
<br />NO.
<br />G j0��
<br />
|