|
20
<br />E. WOODWARD AVENUE
<br />I I�
<br />I �
<br />I
<br />�+ INSTALL THE REQUIRED
<br />IIS CURB RAMP AS PER THE
<br />SAN JOAQUIN COUNTY
<br />STANDARDS, DRAWIN65
<br />R -AOA 4 R -IDB, CASE 'D'.
<br />i
<br />i
<br />I '
<br />I'
<br />i
<br />i
<br />ill i 76=14.29
<br />� i P=13.79
<br />I
<br />i
<br />I '
<br />I
<br />i
<br />I
<br />i
<br />i
<br />la II
<br />20
<br />MEDIAN.
<br />E. WOODWARD
<br />AVENUE
<br />L=4.53'
<br />w
<br />I I
<br />STA. 8+62.02
<br />3.12' N. OP f
<br />"'23'59'
<br />R=62.50'
<br />La.n'
<br />BD 3
<br />STA. 6+56.14
<br />6.07' N. OF f
<br />I
<br />N 33'51'37' N
<br />11.27'
<br />PARK
<br />Q
<br />57A. H OF f
<br />N.. OF f
<br />7.07'
<br />STA. 3+
<br />6.07' N.
<br />D=90'00'
<br />R-4.07'
<br />L=6.26'
<br />i
<br />-STA . 2+83.01
<br />i
<br />RP
<br />_
<br />I
<br />i
<br />STA. 1+53.54
<br />xr
<br />-=1160.6'507' '07'd.00'
<br />129. 53'
<br />S O'Lb'51'
<br />(�
<br />l111j,
<br />iE
<br />UN(1xAP1 NS
<br />5 O'QS'SI' E 129.53'
<br />i
<br />i
<br />i
<br />i
<br />i
<br />�
<br />tr
<br />i
<br />Db160'a
<br />".001
<br />i
<br />L=16.65
<br />III
<br />i
<br />DA0.00'
<br />'
<br />R=4.00'
<br />w
<br />STA. 3+H.07
<br />6.00' E. OF f
<br />SCALED
<br />PARK
<br />PLANTER 6RADE3
<br />5Er DETAIL ABOVE
<br />P
<br />m ,,,
<br />P=13.3
<br />'IN5
<br />r,�-_ .0025 TC -13.
<br />�S P=13.
<br />PLANTER 6RADE5
<br />DETAIL
<br />P
<br />S 7T� .65y+ T4-1396
<br />34
<br />TL=14.10 h
<br />P=13.60
<br />T643.46 ;4
<br />2I P=t3. 166
<br />�II �
<br />THE CONTRACTOR SHALL COORDINATE
<br />THE INSTALLATION OF THE 6ATED
<br />ENTRYWAY AND DECORATIVE PAVING
<br />WITH THE LANDSCAPE ARCHITECTS
<br />PLANS.
<br />,GALEO z
<br />r
<br />26 m
<br />GHIAVARI WAY TC- 12.24
<br />00, 00, P=11.79
<br />T"2.37 RI06E IN CONCRETE
<br />7' 23' 23' 7' P=11.67 AGCESSWAY, SLOPE AT
<br />TG -12.36 yiE DETAIL Gl1 1.7 ,77 7 2% EACH TO THE S
<br />IDE OF R106E
<br />P PROPOSED STREET
<br />P=11.49 =1 A. G. PAVEMENT, T) -P.
<br />3 7 m 0
<br />N r R E
<br />1 5C u
<br />PAVE THE PEDESTRIAN AGGESSWAY
<br />THROU6H THE MEDIAN WITH 6" oil_
<br />1- CONCRETE OVER 4" A.B. ON
<br />NATIVE COMPACTED TO 95% R.D.l�• 6 TG=11.34 a
<br />LO TYP. OF 3. 12 60 P=11.84 TC -12.91
<br />P=I2. 10 11=12.41 z
<br />2�'/ p-jj.41 ' X-12.71TC--12.96 TC=13.09
<br />S P=11.91 P=12.21 P=12.46
<br />--------- LANP5CAPINS z P=12.59 O O
<br />REG . p1 P 12. 62 X43.01 TG=13.01 TL 11.97 T6=13.13 J
<br />,\AI , P=11.57 P=12.52 P=12.47 S=.arG P=12.63 IR Q Q V
<br />POOL L \tib\1 / TG=I2. Al P=12.46 -� I C IW 'ZZ c w n
<br />SEE SHEET 3 FOR SP'\ry ,\p P=12.31 " �•.. ` a Q S N
<br />MIDIAN CURB DETAIL \1• �,\1' �y0 d" Q
<br />TG=13.01 g� TL=13. d� sp O o
<br />o- q9 P=12.51 P=12.53 04 �
<br />U w 0 =3�
<br />i TG=13.11 'W w Q M
<br />=13_59 _ TC=13.219 �" �fj RI06E IN P=12.61 L_ ev~i '^
<br />13.09 •O P=12.70 / y GONG�TE V) r, j, o
<br />? LANDSGAPINS }H n t- ALGESSWAY N V �% Q o
<br />L �
<br />Z �
<br />WELL 5 Q W In
<br />'-
<br />-51 TE 4
<br />P
<br />MEDIAN GRADING PLAN
<br />5ELL.A LAGO AA1'
<br />SCALE: 1"=40'
<br />.SEE THE MEDIAN DETAIL AT
<br />R16HT FOR THE GHIAVARI WAY
<br />RP 2
<br />BT00' N. 0` fB+34.B7
<br />5.07' N. OF f
<br />00100• REG. N33-51-37- \
<br />L=6.26'' 19.40'
<br />�0'07'�FZ ' POOL
<br />R6.00' 5TA. 6.27.48
<br />L=7.65'
<br />56 00, 51 • E SEEFT 4 Fr. MEDIA
<br />DETAIL
<br />$TA. 3+78.07 5TA. 4+13.07 4 Fr,
<br />7.00' N. OF f 12.00' X. OF f STA. 4-6.01 2 1
<br />6.00' N. OF f er
<br />L=1'13.161, 244.00
<br />W z = 5 00'66'51' E 5 L4'27,,35.•44
<br />8' + 35.07' i_ X S 0'016'51 • E 155. n'
<br />3 8_ 8 4 75.24' _� s LAAIDSLAPINS - 6 µms^ N:A'51'37' N
<br />,R8 ry ,o""� "w;r 75X24 _ - •44' 'jp0.29 I9.� WELL
<br />35.07' /� - 5 0'05'51' E 155. n' -�
<br />5 00.06'51' E 5 04'41' 17' E K'io TA.
<br />. 8+39. 67 SITE 4
<br />n 5.00' E. OF f
<br />m
<br />4 Pr. 0-90'00'00'
<br />RP 4 PT. 5TA. 4+88.07 tr BO 8=1.00'
<br />STA. 3+78.07 STA. 4+43.07 6.00' E. OF f STA. 6+43.78 L=1.57'
<br />7.00' E. OF f -12.00' E. GF f
<br />5 00'06'51' E D90'00'00'
<br />16.00' Rb.00,
<br />L=7. B5'
<br />D -90Y0.00•
<br />R-4.00'
<br />Ldi.2B'
<br />W
<br />MEDIAN LAYOUT PLAN
<br />5TA. 3+34.07
<br />0.00' E. OF( BEL.LA LAGO AA 4'
<br />,GALE: I'=40'
<br />26
<br />GHIAVARI WAY
<br />30'30'
<br />7' 23, a' 7'
<br />STA. 1+55.23
<br />2.66' H. OF f
<br />- M It
<br />9=113'39'54'.
<br />R=1.07'
<br />L=1.96'\
<br />5 14.4
<br />3.61'
<br />LAPP API
<br />i
<br />4 R�D.a
<br />5 49.21'00' X
<br />D=109.01'11• P -00 -26 -or -R=1.00' Rd. 00'
<br />L=1.W' L=4.11'
<br />RP RP
<br />STA. 8+68.05 STA. 1+56.10
<br />5.38' E. OF f 0.29' E. OF f
<br />RECORD DRAWING
<br />,,I ,a'd Ve0y
<br />''Ag T. 2 Of work
<br />Z
<br />RSO.ZZ
<br />L=6.66'.66' 6'
<br />Ec SCALE: 1 "=40' 111
<br />STA. 1+62.07 r
<br />3.01' H. OF f w tj 1
<br />N 02.01'50' E STA. 35+58.64 ai O
<br />14.80' p=175'42'%• 26
<br />i-
<br />L=4.7e'
<br />STA. 1 OFf GHIAVARI AAY Z
<br />I.46' X. 00 4 67•M'27' E
<br />N B7'SD'10' E 17 71,
<br />D=B7'5i'IB' 17.71' 30' v
<br />R=1.07' 7 FT
<br />cq L=1.53' STA. 35+76.377' STA, 35+76.37
<br />1.22' S. OF f I 1.21' N. OF 4
<br />D9T'CB'42'
<br />R=1 00'D• _ 2'06'42' '
<br />1.042'
<br />R=I.00'
<br />L=1.61 ' 05'
<br />R=1.0J' L=1.61' Fy
<br />kp L=1.61'
<br />D=6'14'46'
<br />R62. 50' 1 S
<br />L=6.61
<br />STA. 8+38.14
<br />6.00' E. OF f
<br />STA. 8+46.51
<br />5.00' E. OF f
<br />9
<br />v!
<br />ti
<br />911
<br />Vl
<br />Ys
<br />�'M _ 7-51,16, ■
<br />f 0-07.51'16'.".i
<br />R=1.07' L=1.55'
<br />O�
<br />rN 02'01'50' E5TA. 35.63.37 5.46' N. OF
<br />17.11,
<br />1.46' S. OF f 1 J� ¢ 1.4D' N. 00 f Z
<br />N 67.56' 10' N N4677•M 71' E `.
<br />22 Q
<br />14.W' . n -
<br />w O
<br />STA. 35+98.11 STA. 35+96. i2
<br />3.6 S. LF f 2 3.04' N. 6 f
<br />=*60. '27' 12'
<br />RSO.
<br />D=175'42'36' 00' P=.3
<br />R=60.02'
<br />R=1.56' L=6.66' L=3.62'
<br />L=1.78'
<br />RP A. 36+04.90 LAN99,APIN6 ".00'
<br />STA. 1+01.43 2.66' S. OF f 1-4.21' RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />5 02.15'33' E D-113.39'54' A STA. 36W2.01
<br />17.71' 0.29' N. OF f
<br />RP ESS/
<br />L=1.96'
<br />STA. 1.83. 75 N 15'16'36' N
<br />1.22' E. OF f 3.61' i
<br />�I)-0751 ' 16,
<br />R=1.00'
<br />L=1_53'
<br />RP
<br />5TA. 1+76.-5
<br />1.46' E. 00 f
<br />LN 02'15'33' N
<br />14
<br />E0
<br />STA. 1+62.00
<br />3.04' E. OF f
<br />-12--a'271121
<br />R60. 00'
<br />L=3.62'
<br />Is
<br />GHIAVARI WAY
<br />MEDIAN DETAIL
<br />SCALE: 1'=40'
<br />No.61619
<br />Exp.6-3007
<br />DRAWN BY: J.,. H.
<br />DA,E. 6114105
<br />SCALE: 1 "_40'
<br />DWG: 246 -'?M 1
<br />CHECKED: KN
<br />joB n 296A-04
<br />SHEET 1 q
<br />OF 45
<br />MEDIAN.
<br />R=36.36'36•
<br />Rc3.07'
<br />L=4.53'
<br />w
<br />STA. 8+62.02
<br />3.12' N. OP f
<br />"'23'59'
<br />R=62.50'
<br />La.n'
<br />BD 3
<br />STA. 6+56.14
<br />6.07' N. OF f
<br />N 33'51'37' N
<br />11.27'
<br />Q
<br />57A. H OF f
<br />N.. OF f
<br />7.07'
<br />RP 2
<br />BT00' N. 0` fB+34.B7
<br />5.07' N. OF f
<br />00100• REG. N33-51-37- \
<br />L=6.26'' 19.40'
<br />�0'07'�FZ ' POOL
<br />R6.00' 5TA. 6.27.48
<br />L=7.65'
<br />56 00, 51 • E SEEFT 4 Fr. MEDIA
<br />DETAIL
<br />$TA. 3+78.07 5TA. 4+13.07 4 Fr,
<br />7.00' N. OF f 12.00' X. OF f STA. 4-6.01 2 1
<br />6.00' N. OF f er
<br />L=1'13.161, 244.00
<br />W z = 5 00'66'51' E 5 L4'27,,35.•44
<br />8' + 35.07' i_ X S 0'016'51 • E 155. n'
<br />3 8_ 8 4 75.24' _� s LAAIDSLAPINS - 6 µms^ N:A'51'37' N
<br />,R8 ry ,o""� "w;r 75X24 _ - •44' 'jp0.29 I9.� WELL
<br />35.07' /� - 5 0'05'51' E 155. n' -�
<br />5 00.06'51' E 5 04'41' 17' E K'io TA.
<br />. 8+39. 67 SITE 4
<br />n 5.00' E. OF f
<br />m
<br />4 Pr. 0-90'00'00'
<br />RP 4 PT. 5TA. 4+88.07 tr BO 8=1.00'
<br />STA. 3+78.07 STA. 4+43.07 6.00' E. OF f STA. 6+43.78 L=1.57'
<br />7.00' E. OF f -12.00' E. GF f
<br />5 00'06'51' E D90'00'00'
<br />16.00' Rb.00,
<br />L=7. B5'
<br />D -90Y0.00•
<br />R-4.00'
<br />Ldi.2B'
<br />W
<br />MEDIAN LAYOUT PLAN
<br />5TA. 3+34.07
<br />0.00' E. OF( BEL.LA LAGO AA 4'
<br />,GALE: I'=40'
<br />26
<br />GHIAVARI WAY
<br />30'30'
<br />7' 23, a' 7'
<br />STA. 1+55.23
<br />2.66' H. OF f
<br />- M It
<br />9=113'39'54'.
<br />R=1.07'
<br />L=1.96'\
<br />5 14.4
<br />3.61'
<br />LAPP API
<br />i
<br />4 R�D.a
<br />5 49.21'00' X
<br />D=109.01'11• P -00 -26 -or -R=1.00' Rd. 00'
<br />L=1.W' L=4.11'
<br />RP RP
<br />STA. 8+68.05 STA. 1+56.10
<br />5.38' E. OF f 0.29' E. OF f
<br />RECORD DRAWING
<br />,,I ,a'd Ve0y
<br />''Ag T. 2 Of work
<br />Z
<br />RSO.ZZ
<br />L=6.66'.66' 6'
<br />Ec SCALE: 1 "=40' 111
<br />STA. 1+62.07 r
<br />3.01' H. OF f w tj 1
<br />N 02.01'50' E STA. 35+58.64 ai O
<br />14.80' p=175'42'%• 26
<br />i-
<br />L=4.7e'
<br />STA. 1 OFf GHIAVARI AAY Z
<br />I.46' X. 00 4 67•M'27' E
<br />N B7'SD'10' E 17 71,
<br />D=B7'5i'IB' 17.71' 30' v
<br />R=1.07' 7 FT
<br />cq L=1.53' STA. 35+76.377' STA, 35+76.37
<br />1.22' S. OF f I 1.21' N. OF 4
<br />D9T'CB'42'
<br />R=1 00'D• _ 2'06'42' '
<br />1.042'
<br />R=I.00'
<br />L=1.61 ' 05'
<br />R=1.0J' L=1.61' Fy
<br />kp L=1.61'
<br />D=6'14'46'
<br />R62. 50' 1 S
<br />L=6.61
<br />STA. 8+38.14
<br />6.00' E. OF f
<br />STA. 8+46.51
<br />5.00' E. OF f
<br />9
<br />v!
<br />ti
<br />911
<br />Vl
<br />Ys
<br />�'M _ 7-51,16, ■
<br />f 0-07.51'16'.".i
<br />R=1.07' L=1.55'
<br />O�
<br />rN 02'01'50' E5TA. 35.63.37 5.46' N. OF
<br />17.11,
<br />1.46' S. OF f 1 J� ¢ 1.4D' N. 00 f Z
<br />N 67.56' 10' N N4677•M 71' E `.
<br />22 Q
<br />14.W' . n -
<br />w O
<br />STA. 35+98.11 STA. 35+96. i2
<br />3.6 S. LF f 2 3.04' N. 6 f
<br />=*60. '27' 12'
<br />RSO.
<br />D=175'42'36' 00' P=.3
<br />R=60.02'
<br />R=1.56' L=6.66' L=3.62'
<br />L=1.78'
<br />RP A. 36+04.90 LAN99,APIN6 ".00'
<br />STA. 1+01.43 2.66' S. OF f 1-4.21' RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />5 02.15'33' E D-113.39'54' A STA. 36W2.01
<br />17.71' 0.29' N. OF f
<br />RP ESS/
<br />L=1.96'
<br />STA. 1.83. 75 N 15'16'36' N
<br />1.22' E. OF f 3.61' i
<br />�I)-0751 ' 16,
<br />R=1.00'
<br />L=1_53'
<br />RP
<br />5TA. 1+76.-5
<br />1.46' E. 00 f
<br />LN 02'15'33' N
<br />14
<br />E0
<br />STA. 1+62.00
<br />3.04' E. OF f
<br />-12--a'271121
<br />R60. 00'
<br />L=3.62'
<br />Is
<br />GHIAVARI WAY
<br />MEDIAN DETAIL
<br />SCALE: 1'=40'
<br />No.61619
<br />Exp.6-3007
<br />DRAWN BY: J.,. H.
<br />DA,E. 6114105
<br />SCALE: 1 "_40'
<br />DWG: 246 -'?M 1
<br />CHECKED: KN
<br />joB n 296A-04
<br />SHEET 1 q
<br />OF 45
<br />
|