|
2
<br />0
<br />-2
<br />-4
<br />EXIST. 12 -INCH
<br />WATER LINE
<br />VERIFY INVERT
<br />EL. PRIOR TO
<br />INSTALLATION- 6
<br />I%
<br />-10
<br />CURB RETURN
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP ARBA -
<br />COORDINATE WITH
<br />CALIFORNIA WATER
<br />FOR HOT TAP
<br />AND INSTALLATION OF
<br />6" VALVE
<br />STA 10+60.5, 11' RT
<br />CONSTRUCT SADDLE TYPE
<br />STORM DRAIN MANHOLE
<br />CONNECT TO EXIST. 36"
<br />STORM DRAIN LIN(
<br />- INV= -6.60 127
<br />INV= -11.2t 36
<br />(
<br />10+00 i
<br />1 -
<br />INSTALL 50 LF 12"
<br />SD O S=0.35%
<br />CURB RETURN I '
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP A88A
<br />STA
<br />INSTALL
<br />u+w 40 n+u .n ao11+ 12+00 12+50 13+00 13+50 14+00
<br />M W W to N
<br />Go
<br />ab aN to
<br />O Y I N O I i I W N
<br />+ II I N ,N e i N o Uw 04
<br />O �wZ '�' Z ±^ N N
<br />_ �- - +
<br />awt, ¢¢W v �LLJ
<br />°° Z ii► ? LLJ
<br />F � 0 gn i
<br />PLYMOUTH OAKS COURT
<br />PLYMOUTH ROAD
<br />i 1
<br />'Jo
<br />IS
<br />I U
<br />` NSTALI'i 30 LF
<br />1?" S O
<br />S=1i0% IN.
<br />! ti
<br />SCALE: HORIZ. 1"=20'
<br />VERT. 1"=2'
<br />INV= -2.55 6" SS OUT
<br />INV -2.45 6" SS IN
<br />YI ,.q 1.6 � / I - I ,.L� 1 1
<br />I I INSTALL 4" SEWER SERVICE PER SJCO STA 14+13.0, 4' RT \
<br />I I STD PLAN S --J7 - COS I O CONSTRUCT SEWER ( \
<br />I I MANHOLE INV= -2.55 I \ I
<br />i OINSTALL 1 WATER SERVICE PER
<br />CALIFORNIA WATER SERVICE STA 11+52.7, 4' RT CONTRACTOR TO COORDINATE WITH PG&E -
<br />REQUIREMENTS
<br />O CONSTRUCT SEWER
<br />� I REQUIREMENTS � �� SBC. GOMGAST AND CALIFORNIA WATER
<br />I MANHOLE INV= -1.18 SERVICES FOR UTILITY INSTALLATK)N
<br />INSTALL STREET LIGHTS PER SJCO STD,
<br />I "T PLAN R-32 & R-34
<br />INSTALL 350 LF 6" I I INSTALL 290 LF
<br />STA 11+14.5, 18' LT GUTTER & I
<br />WAFER BY CALIFORNIA CURB,
<br />INSTALL TYPE 1 DROP INLET I \ I I I
<br />RIM=0.15, iNV=-2.85 - WATER SERVICE SIDEWALK PER CO.
<br />\ LQLZ LAT 3
<br />ST. DWG CW -C6 �:
<br />-STA INSTALL -FIRE-
<br />YD LT ---- - - - - - - - - - ---------------------- ----- -- LOU
<br />JNSTALL_F1HE_ kiYDRANL - - -
<br />D O O B O B O �J O O --O --B -- ^A,Q
<br />C1 - b 4 \\
<br />C - -- 13+1
<br />7.9
<br />11+00
<br />I
<br />I
<br />i
<br />I
<br />I
<br />I
<br />I
<br />�i itio.a t u�
<br />.0 12+00 1 +
<br />OS \
<br />S=0.34%
<br />A Qi O Ut -
<br />n LG7S1 n _
<br />STA 11+07.3, 11' RT j
<br />INSTALL TYPE 1 I j, LQ 10 s I
<br />_ SO MAINTENANCE HOLE
<br />INV= -3;2p (N,S) ( INSTALL 200 LF
<br />INv=-6.20 (w) CURB, GUTTER
<br />INSTALL 5 LF 12"SIDEWALK PER /CO.
<br />SO O S=1.0% MIN. ST. DWG CW --:C6
<br />Q� 0h0.a
<br />13+00
<br />— _ A
<br />-- B
<br />� J
<br />r Lau
<br />CURVE TABLE - FACE W CURB
<br />Z
<br />ZO
<br />X00 C4
<br />PELTA
<br />Z
<br />20.0'
<br />O
<br />pjW0o
<br />" t0
<br />++
<br />MM
<br />Oi01(0
<br />V
<br />na
<br />Fo�we
<br />N �
<br />O J
<br />912 -) �
<br />O O
<br />_JIiU �
<br />(°.�2U
<br />Uw^
<br />mlJi. to
<br />J
<br />a�cJix
<br />CURB RETURN
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP ARBA -
<br />COORDINATE WITH
<br />CALIFORNIA WATER
<br />FOR HOT TAP
<br />AND INSTALLATION OF
<br />6" VALVE
<br />STA 10+60.5, 11' RT
<br />CONSTRUCT SADDLE TYPE
<br />STORM DRAIN MANHOLE
<br />CONNECT TO EXIST. 36"
<br />STORM DRAIN LIN(
<br />- INV= -6.60 127
<br />INV= -11.2t 36
<br />(
<br />10+00 i
<br />1 -
<br />INSTALL 50 LF 12"
<br />SD O S=0.35%
<br />CURB RETURN I '
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP A88A
<br />STA
<br />INSTALL
<br />u+w 40 n+u .n ao11+ 12+00 12+50 13+00 13+50 14+00
<br />M W W to N
<br />Go
<br />ab aN to
<br />O Y I N O I i I W N
<br />+ II I N ,N e i N o Uw 04
<br />O �wZ '�' Z ±^ N N
<br />_ �- - +
<br />awt, ¢¢W v �LLJ
<br />°° Z ii► ? LLJ
<br />F � 0 gn i
<br />PLYMOUTH OAKS COURT
<br />PLYMOUTH ROAD
<br />i 1
<br />'Jo
<br />IS
<br />I U
<br />` NSTALI'i 30 LF
<br />1?" S O
<br />S=1i0% IN.
<br />! ti
<br />SCALE: HORIZ. 1"=20'
<br />VERT. 1"=2'
<br />INV= -2.55 6" SS OUT
<br />INV -2.45 6" SS IN
<br />YI ,.q 1.6 � / I - I ,.L� 1 1
<br />I I INSTALL 4" SEWER SERVICE PER SJCO STA 14+13.0, 4' RT \
<br />I I STD PLAN S --J7 - COS I O CONSTRUCT SEWER ( \
<br />I I MANHOLE INV= -2.55 I \ I
<br />i OINSTALL 1 WATER SERVICE PER
<br />CALIFORNIA WATER SERVICE STA 11+52.7, 4' RT CONTRACTOR TO COORDINATE WITH PG&E -
<br />REQUIREMENTS
<br />O CONSTRUCT SEWER
<br />� I REQUIREMENTS � �� SBC. GOMGAST AND CALIFORNIA WATER
<br />I MANHOLE INV= -1.18 SERVICES FOR UTILITY INSTALLATK)N
<br />INSTALL STREET LIGHTS PER SJCO STD,
<br />I "T PLAN R-32 & R-34
<br />INSTALL 350 LF 6" I I INSTALL 290 LF
<br />STA 11+14.5, 18' LT GUTTER & I
<br />WAFER BY CALIFORNIA CURB,
<br />INSTALL TYPE 1 DROP INLET I \ I I I
<br />RIM=0.15, iNV=-2.85 - WATER SERVICE SIDEWALK PER CO.
<br />\ LQLZ LAT 3
<br />ST. DWG CW -C6 �:
<br />-STA INSTALL -FIRE-
<br />YD LT ---- - - - - - - - - - ---------------------- ----- -- LOU
<br />JNSTALL_F1HE_ kiYDRANL - - -
<br />D O O B O B O �J O O --O --B -- ^A,Q
<br />C1 - b 4 \\
<br />C - -- 13+1
<br />7.9
<br />11+00
<br />I
<br />I
<br />i
<br />I
<br />I
<br />I
<br />I
<br />�i itio.a t u�
<br />.0 12+00 1 +
<br />OS \
<br />S=0.34%
<br />A Qi O Ut -
<br />n LG7S1 n _
<br />STA 11+07.3, 11' RT j
<br />INSTALL TYPE 1 I j, LQ 10 s I
<br />_ SO MAINTENANCE HOLE
<br />INV= -3;2p (N,S) ( INSTALL 200 LF
<br />INv=-6.20 (w) CURB, GUTTER
<br />INSTALL 5 LF 12"SIDEWALK PER /CO.
<br />SO O S=1.0% MIN. ST. DWG CW --:C6
<br />Q� 0h0.a
<br />13+00
<br />— _ A
<br />-- B
<br />� J
<br />r Lau
<br />CURVE TABLE - FACE W CURB
<br />CURVE
<br />RADIUS
<br />ARC
<br />PELTA
<br />C1
<br />20.0'
<br />EXIST. GROUND
<br />AT CF*hM
<br />96'39'47"
<br />C2
<br />20.0'
<br />29.72'
<br />85'08'56"
<br />C3
<br />57.0'
<br />59.69'
<br />60'00'00"
<br />C4
<br />43.0'
<br />180.12'
<br />2"'00*
<br />3
<br />�}
<br />Z
<br />O
<br />U
<br />Z
<br />mO
<br />Z
<br />z
<br />xn
<br />0
<br />0
<br />$�
<br />UZ
<br />LU
<br />O
<br />O_ W
<br />/73
<br />_
<br />J
<br />W
<br />CL
<br />N
<br />D
<br />0
<br />Cll�
<br />0
<br />255 LF 6
<br />CENTERLINE
<br />SEWER O =
<br />5% MIN.
<br />CONFORM
<br />DUCTILE IRON PIPE
<br />TO SECTIO14
<br />REQUIRED
<br />71 ALTERNATE
<br />-------
<br />B
<br />-------
<br />INV-11.118
<br />6" SS
<br />CONF
<br />RM TO SECTK)h
<br />71 ALTERNATE
<br />B
<br />1
<br />350 LF
<br />6" WATER
<br />50 -FOOT
<br />INV
<br />-4.00
<br />I
<br />-4.00
<br />INV --4.7O
<br />INV -6.20
<br />12" SO
<br />INSTALL 50 LF
<br />O S=0.35%
<br />12 SD
<br />I I
<br />INV --6.60 12
<br />SD.
<br />"
<br />I I
<br />I I
<br />I I
<br />1 I
<br />15
<br />M.
<br />CURB RETURN
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP ARBA -
<br />COORDINATE WITH
<br />CALIFORNIA WATER
<br />FOR HOT TAP
<br />AND INSTALLATION OF
<br />6" VALVE
<br />STA 10+60.5, 11' RT
<br />CONSTRUCT SADDLE TYPE
<br />STORM DRAIN MANHOLE
<br />CONNECT TO EXIST. 36"
<br />STORM DRAIN LIN(
<br />- INV= -6.60 127
<br />INV= -11.2t 36
<br />(
<br />10+00 i
<br />1 -
<br />INSTALL 50 LF 12"
<br />SD O S=0.35%
<br />CURB RETURN I '
<br />PER SJCO STD. R-23
<br />& CALTRANS PLAN
<br />RSP A88A
<br />STA
<br />INSTALL
<br />u+w 40 n+u .n ao11+ 12+00 12+50 13+00 13+50 14+00
<br />M W W to N
<br />Go
<br />ab aN to
<br />O Y I N O I i I W N
<br />+ II I N ,N e i N o Uw 04
<br />O �wZ '�' Z ±^ N N
<br />_ �- - +
<br />awt, ¢¢W v �LLJ
<br />°° Z ii► ? LLJ
<br />F � 0 gn i
<br />PLYMOUTH OAKS COURT
<br />PLYMOUTH ROAD
<br />i 1
<br />'Jo
<br />IS
<br />I U
<br />` NSTALI'i 30 LF
<br />1?" S O
<br />S=1i0% IN.
<br />! ti
<br />SCALE: HORIZ. 1"=20'
<br />VERT. 1"=2'
<br />INV= -2.55 6" SS OUT
<br />INV -2.45 6" SS IN
<br />YI ,.q 1.6 � / I - I ,.L� 1 1
<br />I I INSTALL 4" SEWER SERVICE PER SJCO STA 14+13.0, 4' RT \
<br />I I STD PLAN S --J7 - COS I O CONSTRUCT SEWER ( \
<br />I I MANHOLE INV= -2.55 I \ I
<br />i OINSTALL 1 WATER SERVICE PER
<br />CALIFORNIA WATER SERVICE STA 11+52.7, 4' RT CONTRACTOR TO COORDINATE WITH PG&E -
<br />REQUIREMENTS
<br />O CONSTRUCT SEWER
<br />� I REQUIREMENTS � �� SBC. GOMGAST AND CALIFORNIA WATER
<br />I MANHOLE INV= -1.18 SERVICES FOR UTILITY INSTALLATK)N
<br />INSTALL STREET LIGHTS PER SJCO STD,
<br />I "T PLAN R-32 & R-34
<br />INSTALL 350 LF 6" I I INSTALL 290 LF
<br />STA 11+14.5, 18' LT GUTTER & I
<br />WAFER BY CALIFORNIA CURB,
<br />INSTALL TYPE 1 DROP INLET I \ I I I
<br />RIM=0.15, iNV=-2.85 - WATER SERVICE SIDEWALK PER CO.
<br />\ LQLZ LAT 3
<br />ST. DWG CW -C6 �:
<br />-STA INSTALL -FIRE-
<br />YD LT ---- - - - - - - - - - ---------------------- ----- -- LOU
<br />JNSTALL_F1HE_ kiYDRANL - - -
<br />D O O B O B O �J O O --O --B -- ^A,Q
<br />C1 - b 4 \\
<br />C - -- 13+1
<br />7.9
<br />11+00
<br />I
<br />I
<br />i
<br />I
<br />I
<br />I
<br />I
<br />�i itio.a t u�
<br />.0 12+00 1 +
<br />OS \
<br />S=0.34%
<br />A Qi O Ut -
<br />n LG7S1 n _
<br />STA 11+07.3, 11' RT j
<br />INSTALL TYPE 1 I j, LQ 10 s I
<br />_ SO MAINTENANCE HOLE
<br />INV= -3;2p (N,S) ( INSTALL 200 LF
<br />INv=-6.20 (w) CURB, GUTTER
<br />INSTALL 5 LF 12"SIDEWALK PER /CO.
<br />SO O S=1.0% MIN. ST. DWG CW --:C6
<br />Q� 0h0.a
<br />13+00
<br />— _ A
<br />-- B
<br />� J
<br />r Lau
<br />CURVE TABLE - FACE W CURB
<br />CURVE
<br />RADIUS
<br />ARC
<br />PELTA
<br />C1
<br />20.0'
<br />33.74'
<br />96'39'47"
<br />C2
<br />20.0'
<br />29.72'
<br />85'08'56"
<br />C3
<br />57.0'
<br />59.69'
<br />60'00'00"
<br />C4
<br />43.0'
<br />180.12'
<br />2"'00*
<br />14+
<br />I
<br />INSTALL 271 LF
<br />6" SS O S=0.5
<br />/;eC/EC 13+62.3
<br />I 46.5' RT
<br />INSTALL 250 LF\
<br />CURB, GUTTER &
<br />SIDEWALK PER CO. \ OA
<br />ST, DWG CW -C6 \ 1
<br />\� O
<br />I
<br />I
<br />0
<br />C � /
<br />_ I
<br />_EASEMENT STA 10+00.0 1 '
<br />UT"AKS CT STA 14+13.0
<br />2,5'
<br />140. 62009
<br />EXP. 9/30/2005
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<br />Design
<br />DMA
<br />Check
<br />AMC
<br />Date
<br />06/02/06
<br />Scale
<br />1" = 20'
<br />1" = 2'
<br />Original Drawing Scale
<br />0 �" 1"
<br />LLL��I
<br />Sheet Number
<br />5 Of 10
<br />Project File No.
<br />04-124
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<br />0
<br />Cll�
<br />0
<br />Design
<br />DMA
<br />Check
<br />AMC
<br />Date
<br />06/02/06
<br />Scale
<br />1" = 20'
<br />1" = 2'
<br />Original Drawing Scale
<br />0 �" 1"
<br />LLL��I
<br />Sheet Number
<br />5 Of 10
<br />Project File No.
<br />04-124
<br />
|