|
0.12' HMA Overlay
<br />See Sheet 3 - --- - Roadway Reconstruction (Roadway Excavation) - - - F over planing
<br />Install 377± LF of
<br />" (+36 25' LT) Install Fire Hydrant
<br />+ 8PVC Pipe (AWWA C-900) Install 164± LF of Assembly and Water Valve per SJCo
<br />IIIPh. See SJCo Std R-29. Install 18" PVC Pipe (SDR 35) Std W-2 and W-3 (Break off check
<br />72± of 12" Steel Casing. and backfill trencheser
<br />i I ill I Iii I P valve in the Hydrant Assembly)
<br />SJCo Std R-29. -
<br />< C0 r*t
<br />WJ
<br /><
<br />Q
<br />co
<br />g vQ�� j
<br />< c Const
<br />II ■ m o O
<br />A,�,�° II Ili j 0 Gas valve to W (A ■ j
<br />` I ; j > 0 be adjusted + + �
<br />� m . by others. + + +�� j
<br />♦ Vl nW O
<br />G q4 e Val., e r'✓ .. J o
<br />10
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<br />a) ACADEMY STREET ° sOMH 11 - H#1
<br />- - - 10 - -------- 1 --------------- -- 12 - _#._.. 850 13_. �.. - - -- >
<br />3 � SDM 0
<br />(D Cv
<br />a ;
<br />rrI-- - ._
<br />SDI #12 -----
<br />(AM 9 . W + ...a.,m .: ! rr+Ar . w ,. T - T R •I�'�
<br />Y
<br />+ + rn+
<br />Install Thrust Blocks and I� -.- �- `Q rn �_�- ��� e..A__ ._„ ?, 0 N 0 0 N w a 0 �
<br />Water Valves per SJCo Std II o NJ<
<br />II Approximate location 4
<br />W-5 & W-6 (Typ) u h of Gas Line. Install 2 Under + For Planing details
<br />II n = Sidewalk Drain Pipes(,I See Sheet 8
<br />Carolina St Stu 10+00=O er SJCo Std D-15 Orange St Sta 10+00 _ J (n P50 (in 43.22, out 43.17) a N j
<br />Install 2 SDI's Type 1 1
<br />+00 (in 42.98, out 42.93)
<br />BEGIN WORK Install 12"4 PVC Pipe (SDR 35)
<br />25 LF (Lt) & 27 LF (Rt) j
<br />See SJCo Std R-29 and D -13A
<br />BENCH MARK
<br />ORANGE STREET
<br />18+06.5 (29' Lt)
<br />Elev 43.71
<br />45
<br />41
<br />39
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
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<br />.�0
<br />II II
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<br />SDI (1 1)
<br />New
<br />Sta 12+00 17.5' Rt
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />Z
<br />38.65
<br />WW
<br />GJ
<br />40.20
<br />N(d
<br />Z Z
<br />W
<br />Maintenance Hole Type 1
<br />Z
<br />12" SW (IN)
<br />18" W (IN)
<br />12" NW (IN)
<br />TI
<br />O
<br />T1
<br />r-
<br />C4 00
<br />_n �I
<br />rr
<br />N
<br />T1
<br />r
<br />(Type 1) SJCo Std D -13A
<br />12" NE (OUT)
<br />SDI (15)
<br />New
<br />Stu 10+46 21.5' Lt
<br />Install new Storm Drain Inlet
<br />42.89
<br />40.30
<br />mTI
<br />fi
<br />M -n
<br />m T1
<br />(Type 1 SJCo Std D -13A
<br />m TI
<br />12" SE (OUT)
<br />m TI
<br />,r,
<br />M-,mT1
<br />SDI (9)
<br />New
<br />Stu 12+71 21.5' Lt
<br />m -n
<br />r�
<br />M -n
<br />M-11+
<br />M -n
<br />M-111.100
<br />II
<br />II II
<br />II
<br />OG7
<br />II II
<br />II II
<br />b
<br />II II
<br />00
<br />II II
<br />Sta 12+71 25.5' Lt
<br />6)d
<br />II II
<br />II
<br />06
<br />II
<br />00
<br />II II
<br />00
<br />II II
<br />v
<br />II
<br />00
<br />and plug with concrete
<br />00
<br />12" E (OUT)
<br />00
<br />00
<br />��_F�
<br />Existing
<br />4
<br />�_P�
<br />•P��?
<br />40.40
<br />44h.
<br />4h.
<br />II
<br />�4
<br />elevation
<br />-N-N
<br />12" s (OUT)
<br />41,
<br />II
<br />II II
<br />II II
<br />II
<br />4b,
<br />II II
<br />�P6
<br />II II
<br />1�
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<br />41,
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<br />001M
<br />44,
<br />Existing Ground CL
<br />Finish Grade CL New Gutter FL (Lt) Install
<br />--- I
<br />Existing FL (Lt) Fire Hydrant
<br />o�_._ Assembly )
<br />As bl (Lt)
<br />-058 _:_,,•
<br />_�.
<br />�10 22 -ft
<br />-.-----
<br />_. ,. 0.47 ••-.. ..
<br />_..._..._..
<br />Install 26± & 28± LF
<br />12" PVC Pipe -----,,,New Gutter FL (Rt)
<br />..
<br />Existing FL (Rt)
<br />Inv Elev �� 4,r
<br />41.26 8 A
<br />9�0)
<br />PROFILE LEGEND
<br />37 --- - Existing Ground
<br />Finish Grade
<br />Existing Flow Line (Lt)
<br />Existing Flow Line (Rt)
<br />- - - New Gutter Flow Line (Lt)
<br />35 New Gutter Flow Line (Rt)
<br />9
<br />SDI#1 1
<br />SDI# 12
<br />T Min 1.0'
<br />Install 163± LF
<br />18"0 PVC Pipe (SR35)
<br />-0.030 7.
<br />72± LF Install 160±LF 8" 0 PVC pipe AWWA C-900
<br />INV 8"0 pipe u
<br />Elev 38.60 (in )_J
<br />8" PVC pipe C-900 Inv Elev
<br />( )
<br />�SDMH#1 1 38.60
<br />with 12"W SDMH#10
<br />Steel Casing.
<br />X��
<br />�A
<br />10 11 12
<br />-INV 8"0 pipe
<br />Elev 38.60 (out) PROFILE SCALE
<br />0 20 42 100 Horiz.
<br />0 2 5 Vert.
<br />13 14
<br />STORM DRAIN MAINTENANCE HOLES AND STORM DRAIN INLETS SCHEDULE (ACADEMY STREET)
<br />Item
<br />Location
<br />Remark
<br />Rim
<br />Elev
<br />Inverts
<br />SDMH (1 1)
<br />New
<br />O
<br />(n
<br />O O
<br />38.55
<br />38.55
<br />38.55
<br />Z
<br />Z
<br />Sta 13+60 5' Rt
<br />Rt
<br />SJCo Std D-16
<br />43.62
<br />18" E (OUT)
<br />12" SW (IN)
<br />12" NW (IN)
<br />SDMH (10)
<br />New
<br />Sta 13+83 0' offset
<br />r
<br />r
<br />r
<br />38.05
<br />M TI
<br />M
<br />Tl
<br />X T1
<br />Tl ITlrr-
<br />-n
<br />00
<br />II II
<br />0
<br />II
<br />II
<br />.�0
<br />II II
<br />0a
<br />II I II
<br />p
<br />SDI (1 1)
<br />New
<br />Sta 12+00 17.5' Rt
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />43.60
<br />38.65
<br />WW
<br />GJ
<br />40.20
<br />N(d
<br />CAWp
<br />W
<br />Maintenance Hole Type 1
<br />12" SE (OUT)
<br />12" SW (IN)
<br />18" W (IN)
<br />12" NW (IN)
<br />OD N
<br />O
<br />Sta 12+00 21' Lt
<br />C4 00
<br />CO CO Q)
<br />N
<br />Existing Ground CL
<br />Finish Grade CL New Gutter FL (Lt) Install
<br />--- I
<br />Existing FL (Lt) Fire Hydrant
<br />o�_._ Assembly )
<br />As bl (Lt)
<br />-058 _:_,,•
<br />_�.
<br />�10 22 -ft
<br />-.-----
<br />_. ,. 0.47 ••-.. ..
<br />_..._..._..
<br />Install 26± & 28± LF
<br />12" PVC Pipe -----,,,New Gutter FL (Rt)
<br />..
<br />Existing FL (Rt)
<br />Inv Elev �� 4,r
<br />41.26 8 A
<br />9�0)
<br />PROFILE LEGEND
<br />37 --- - Existing Ground
<br />Finish Grade
<br />Existing Flow Line (Lt)
<br />Existing Flow Line (Rt)
<br />- - - New Gutter Flow Line (Lt)
<br />35 New Gutter Flow Line (Rt)
<br />9
<br />SDI#1 1
<br />SDI# 12
<br />T Min 1.0'
<br />Install 163± LF
<br />18"0 PVC Pipe (SR35)
<br />-0.030 7.
<br />72± LF Install 160±LF 8" 0 PVC pipe AWWA C-900
<br />INV 8"0 pipe u
<br />Elev 38.60 (in )_J
<br />8" PVC pipe C-900 Inv Elev
<br />( )
<br />�SDMH#1 1 38.60
<br />with 12"W SDMH#10
<br />Steel Casing.
<br />X��
<br />�A
<br />10 11 12
<br />-INV 8"0 pipe
<br />Elev 38.60 (out) PROFILE SCALE
<br />0 20 42 100 Horiz.
<br />0 2 5 Vert.
<br />13 14
<br />STORM DRAIN MAINTENANCE HOLES AND STORM DRAIN INLETS SCHEDULE (ACADEMY STREET)
<br />Item
<br />Location
<br />Remark
<br />Rim
<br />Elev
<br />Inverts
<br />SDMH (1 1)
<br />New
<br />Sta 12+20 0' offset
<br />Install new Storm Drain
<br />Maintenance Hole Type 1
<br />44.07
<br />38.55
<br />38.55
<br />38.55
<br />SDMH (7)
<br />New
<br />Sta 13+60 5' Rt
<br />Rt
<br />SJCo Std D-16
<br />43.62
<br />18" E (OUT)
<br />12" SW (IN)
<br />12" NW (IN)
<br />SDMH (10)
<br />New
<br />Sta 13+83 0' offset
<br />Install new Storm Drain
<br />Maintenance Hole Type 1
<br />43.52
<br />38.05
<br />38.05
<br />38.05
<br />SJCo Std D-16
<br />18" N (IN)
<br />24" S (OUT)
<br />18" W (IN)
<br />SDI (1 1)
<br />New
<br />Sta 12+00 17.5' Rt
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />43.60
<br />38.65
<br />40.20
<br />40.20
<br />40.20
<br />Maintenance Hole Type 1
<br />12" SE (OUT)
<br />12" SW (IN)
<br />18" W (IN)
<br />12" NW (IN)
<br />SDI (12)
<br />New
<br />Sta 12+00 21' Lt
<br />Install new Storm Drain Inlet
<br />(Type 1) SJCo Std D -13A
<br />4341
<br />.
<br />38.65
<br />(Type 1) SJCo Std D -13A
<br />12" NE (OUT)
<br />DRAWN BY
<br />Enrique Sifva
<br />DRAWER
<br />DATE
<br />9115
<br />SHEET NO.
<br />als
<br />W
<br />43
<br />41
<br />39
<br />37
<br />35
<br />0.12' HMA Overlay
<br />over planing
<br />See Sheet 3 - Roadway Reconstruction (Roadway Excavation)
<br />Install 1 SDI Type 1
<br />Install 20± LF of
<br />12" PVC Pipe (SDR 35)
<br />backfill trenches with Slurry
<br />Cement. See SJCo Std D -13A
<br />Install 376± LF of
<br />$ PVC Pipe (AWWA C-900) and Sheet 9 for details.
<br />per SJCo Std R-29.
<br />Sta 12+50 16' Lt
<br />I' Cni Construct one 20' wideCID
<br />+
<br />I II I Ili Install 2 SDI's Type 1 Commercial Driveway 00 Existing Sidewalk
<br />I I I I 10; YP Y 0 Ln
<br />■ I I II °° to remain in lace
<br />Install 12 4 PVC Pipe (SDR 35) per SJCo Std R-14 c� P
<br />jI 25 LF (Lt) & 18 LF (Rt) ® Ln Abandon drainage pipe
<br />I ! j backfill trenches with Slurry (` and plug with concrete.
<br />y 'L Const + R&S Wood P 9
<br />=1 ■ Cement. See SJCo Std D -13A N Barricade
<br />Install 20± LF of
<br />an Sheet 8 for details. �
<br />f p i I sDl#lo 12" PVC Pipe (SDR 35)
<br />Install Thrust Blocks and I I i�(� --� � , � � �,
<br />Water Valves per SJCo Std i i i SDI 1s sDI#11
<br />W-5 & W-6 (Typ) ■ I W� SDI#9 -Abandon drainage pipe
<br />and plug with concrete.
<br />s ' H •ir-w---mow - -'----w------w--------w------w-------w------ w---L-----w-- its w ------- w ----Q
<br />-� O
<br />Carolina Stu 10+00= �' �* --- -<Di ----- _ CAROLINA STREET_-_-_-_-�--_-_-_-_ �-
<br />Orange Sta 14+20 ' I o eso . 'So w OE:- - - �- - - - - - m
<br />■ .SDMH#14 �Z tiyo SDMH#12 a? A ra? SDMH#8 'SDMH 7 - SDMH#6' M
<br />Place Monument 1 #
<br />Frame and Cover per SDI#14 - __- - _ =- O a
<br />- --- - --
<br />SJCo Std R -28A & R -28B
<br />m v_a 4pr.. 5d Pbllll�fl Mi. 5E a31� ! 1,°,: 4S W_I�fi N! IY' S8f11�{ . .!f ri 1�.I� i 't•.. i :u5 + Iv
<br />+ + +m �, 0 I j m
<br />Z
<br />i.! ( ++ Install 396± LF of tr ; �nu' ` �I N 0a �� I i
<br />i I: j II I Cn n 6 Ln „
<br />■ I ■, C_ c OLD 18 PVC Pipe (SDR 35) + M < I O
<br />■ I I i.. j I f n D c0 co .
<br />o m° backfill trenches with In a + For Planing details
<br />} I I• I N I cn See Sheet 8
<br />U Slurry Cement. Install Storm Drain Manhole ® o rn 0 O
<br />See Sheet 9 for details. Type 1 per SJCo Std D1690
<br />=
<br />;U TA oSee Sheet 9 for special n O (A i
<br />no requiremenrs and details (Typ)
<br />CID (A BEGIN WORK+26 ° R END WORK
<br />25 t Install Fire Hydrant Assembly
<br />and Water Valve per SJCo Std W-2 and W-3
<br />(Break -off check valve in the Hydran Assembly)
<br />+ + + + + + + + + + + + + +
<br />O Cn __I O N Cn O U (n -4 00 O Cn
<br />C7 O 0O Cn O (n O O O � O O
<br />ZZ ZZ Z ZZ_Z Ti M -MTTl TTTT�rte m Tl TI
<br />rri
<br />M -n
<br />0 0 III 00 0 C) 00 0
<br />pII II I IiII II II II II II II IIT1
<br />Gi W (4 N(,4 W L14 -P. Ph. 4 -N 4� 4�- P, 4h. 4h. _P1 4
<br />4h. (A W (A U -PICA CA W W N N C.+(A W W(.d W
<br />V 00 00 OD :I v L� OD (D :P1 L4 � O (0 O (D N 00 --,Ib) b) v V v v
<br />Cn OD �I (D N v ODO O __ QD Cn N C,� O N A O (D N (o N T v 00 ON,
<br />45
<br />43
<br />41
<br />39
<br />37
<br />BENCH MARK
<br />ORANGE STREET
<br />18+06.5 (29' Lt)
<br />Elev 43.71
<br />Install 60± LF
<br />18"0 PVC pipe
<br />(SDR 35)
<br />SDMH#14
<br />Install 8"
<br />Gate Valve
<br />Inv Elev
<br />36.97
<br />10
<br />� I
<br />Existing Ground CL
<br />Finish Grade 6L Install
<br />Fire Hydrant 45
<br />New Gutter FL (Rt) - Assembly (Lt)
<br />0 30 ..._...-...-...-.._ 0.157 � _
<br />- _ - ------
<br />0 15%
<br />._
<br />0.45 - - _
<br />- _.-._.._.- _-0.20-
<br />o.s5� 43
<br />Install 18± LF & 25± LF Existing FL (Lt)
<br />Abandon
<br />12"0 PVC Pipe Existing FL (Rt) drainage pipeAandon
<br />New Gutter FL (Lt) drainage pipe
<br />_ 41
<br />Install 336± LF 18.,0 PVC i LT- _ _ _ n
<br />pipe (SDR 35) SDI#9 I
<br />SDI 14 -0.030 7.SDI#1 1
<br />SDI 15
<br />I I
<br />SDMH#12
<br />SDMH#6 39
<br />% SDM #8 - SDMH#7
<br />Inv Elev
<br />Install 336± LF 8"0 PVC pipe (AWWA C-900) 36.97
<br />12
<br />'ON 133HS I 213MVJG
<br />37
<br />PROFILE SCALE FIEcOR� RAMNO
<br />0 20 40 0 Horiz. Cr -end By,
<br />0 2 5 Vert. 'hTV" 19y --
<br />5O1 - -
<br />1 3
<br />14 " Pe'eU&1nq hie Drn�rin9 Should Verify
<br />=1fp►RM001" Bir no Ing The Si#: Of Work
<br />STORM DRAIN MAINTENANCE HOLES AND STORM DRAIN INLETS SCHEDULE (CAROLINA STREET)
<br />Item
<br />Location
<br />Remark
<br />Rim
<br />Elev
<br />Inverts
<br />SDMH (6)
<br />Existing
<br />Sta 13+96 5' Rt
<br />Maintain existing grate
<br />elevation
<br />43.65
<br />39.95
<br />12" E (IN)
<br />39.18
<br />18" S (OUT)
<br />39.18
<br />18" W (IN)
<br />SDMH (7)
<br />New
<br />Sta 13+60 5' Rt
<br />Rt
<br />Install new Storm Drain
<br />Maintenance Hole Type
<br />43.62
<br />39.28
<br />18" IN (IN)
<br />39.28
<br />18" E (OUT)
<br />39.78
<br />12" N (IN)
<br />SDMH (8)
<br />New
<br />Sta 12+71 5' Rt
<br />Install new Storm Drain
<br />43.64
<br />39.56
<br />39.56
<br />40.80
<br />Maintenance Hole Type 1
<br />18" W (IN)
<br />18" E (OUT)
<br />12" N (IN)
<br />SDMH (12)
<br />New
<br />Sta 10+60 5' Rt
<br />Install new Storm Drain
<br />43.63
<br />40.20
<br />40.20
<br />40.20
<br />40.20
<br />Maintenance Hole Type 1
<br />18" E (OUT)
<br />12" SW (IN)
<br />18" W (IN)
<br />12" NW (IN)
<br />SDI (14)
<br />New
<br />Stu 10+46 17.5' Rt
<br />Install new Storm Drain Inlet
<br />43.17
<br />40.30
<br />(Type 1) SJCo Std D -13A
<br />12" NE (our
<br />SDI (15)
<br />New
<br />Stu 10+46 21.5' Lt
<br />Install new Storm Drain Inlet
<br />42.89
<br />40.30
<br />(Type 1 SJCo Std D -13A
<br />12" SE (OUT)
<br />SDI (9)
<br />New
<br />Stu 12+71 21.5' Lt
<br />Install new Storm Drain Inlet
<br />42.89
<br />41.00
<br />(Type 1) SJCo Std 0-13A
<br />12" s (IN)
<br />SDI (10)
<br />Existing
<br />Sta 12+71 25.5' Lt
<br />SDI to be abandoned
<br />40.77
<br />and plug with concrete
<br />12" E (OUT)
<br />SDI (1 1)
<br />Existing
<br />Sta 13+11 21.5' Lt
<br />Maintain existing grate
<br />43.03
<br />40.40
<br />SDI to remain in place
<br />elevation
<br />12" s (OUT)
<br />No. 42581
<br />9 Cl VIS
<br />aF
<br />David Mendoza
<br />RCE 42581
<br />PROJECT ENGINEER DATE CHECKED BY DATE 0 40 100 WOODBRIDGE STREETS IMPROVEMENTS(PHASE III SNO� OCOUNTY OF SAN JOAQUINSHEETS
<br />, 1 1 1 1 - PLANS AND PROFILES
<br />SCALE IN FEET (Orange Street, Carolina Street and Academy Street) 4 11
<br />
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