|
30
<br />26
<br />24
<br />PA
<br />20
<br />IN
<br />16
<br />14
<br />12
<br />10
<br />IR
<br />31+00 32+00 33+00 34+00 35+00
<br />PER STD 303
<br />z INV@CB = 26.56
<br />0 INV@MH = 26.26
<br />PER STD 303 DIP Q SLOPE = .010
<br />IJ INV@CB = 27.02 0 SIZE (IN) = 12"
<br />INV@MH = 26.78 Lu > N LENGTH (FT) = 30
<br />�I� r SLOPE = .010 0 0)
<br />" SIZE (IN) = 12" m >
<br />gpG90 O@t30401g0 m LENGTH (FT) = 24 z r
<br />2@1�B G1
<br />W gG3(r MV LH °'_ y � G N (P) RW L20 F
<br />z- c - - _ _ _ _ _ _ - - _ _ _
<br />29.94 - 1 - (E) Rw -
<br />m LP V -
<br />T, Ex OH - - - 0025- - - -
<br />36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
<br />LOWER SACRAMENTO ROAD
<br />X28
<br />I
<br />26I�
<br />W
<br />0_
<br />24
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<br />22
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<br />(SEE SHEET 30)
<br />PROFILE SCALE
<br />D
<br />CONSTRUCT CURB TRANSITION PER DETAIL 1 SHEET 05
<br />WU a
<br />� 3 = O
<br />Q
<br />m
<br />CONTRACTOR SHALL INSTALL VERTICAL OFFSET TO MAINTAIN 12" CLEAR AT XING'S
<br />CONTRACTOR SHALL INSTALL D.I.P WHERE COVER IS LESS THAN 3'
<br />CONTRACTOR TO INSTALL V A.C. OVERLAY
<br />DEAD-END BARRICADE PER STD PLAN 128
<br />350.01'
<br />V 2 LL
<br />°2.29/": ................
<br />"
<br />W
<br />110'
<br />1"=40' HORIZONTAL
<br />QLu
<br />"LS"
<br />m N O a
<br />w
<br />FOR ENTIRE HARNEY WB LEFT TURN LANE.
<br />9.5' 5' 55'
<br />L. 45
<br />36 If
<br />V=2' VERTICAL
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<br />SECTION LINE
<br />1�@g@ H dOOM [EM �g� M 40O ME
<br />EAST OF LOWER SACRAMENTO ROAD
<br />�53HZRHFAP
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<br />ARE SHOWN SCHEMATICALLY FOR
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<br />(P) TRAFFIC SIGNAL AND APPURTENANCES, SEE
<br />REFERENCE ONLY. ACTUAL
<br />bat M G{IgEHITY LH
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<br />LOCATIONS UNKNOWN.
<br />CONNECT TO EX. SEWER
<br />A U
<br />(E) RW
<br />SEE NOTE 1,
<br />THIS SHEET
<br />15" INV. = 12.76
<br />z
<br />o
<br />(P)
<br />TOP OF
<br />CURB
<br />PROFILE
<br />>
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<br />(EX) GROUND
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<br />26.78
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<br />369
<br />LF 15"
<br />D.I.P
<br />SD S=.0014
<br />-
<br />CO
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<br />- -
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<br />EX.
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<br />26.26
<br />25.94
<br />15"SD
<br />12"NPW
<br />234 LF
<br />12"
<br />w
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<br />I
<br />10"
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<br />-
<br />174
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<br />239 LF
<br />g" SS
<br />S=.0033
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<br />15.36-)
<br />II
<br />14.5
<br />437 L
<br />15" SS
<br />S=.0014
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<br />13.98
<br />437 LF
<br />15" SS S=.0014
<br />15"SS
<br />13 37
<br />I
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<br />31+00 32+00 33+00 34+00 35+00
<br />PER STD 303
<br />z INV@CB = 26.56
<br />0 INV@MH = 26.26
<br />PER STD 303 DIP Q SLOPE = .010
<br />IJ INV@CB = 27.02 0 SIZE (IN) = 12"
<br />INV@MH = 26.78 Lu > N LENGTH (FT) = 30
<br />�I� r SLOPE = .010 0 0)
<br />" SIZE (IN) = 12" m >
<br />gpG90 O@t30401g0 m LENGTH (FT) = 24 z r
<br />2@1�B G1
<br />W gG3(r MV LH °'_ y � G N (P) RW L20 F
<br />z- c - - _ _ _ _ _ _ - - _ _ _
<br />29.94 - 1 - (E) Rw -
<br />m LP V -
<br />T, Ex OH - - - 0025- - - -
<br />36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
<br />LOWER SACRAMENTO ROAD
<br />X28
<br />I
<br />26I�
<br />W
<br />0_
<br />24
<br />O
<br />z
<br />22
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<br />(SEE SHEET 30)
<br />PROFILE SCALE
<br />D
<br />CONSTRUCT CURB TRANSITION PER DETAIL 1 SHEET 05
<br />WU a
<br />� 3 = O
<br />Q
<br />m
<br />CONTRACTOR SHALL INSTALL VERTICAL OFFSET TO MAINTAIN 12" CLEAR AT XING'S
<br />CONTRACTOR SHALL INSTALL D.I.P WHERE COVER IS LESS THAN 3'
<br />CONTRACTOR TO INSTALL V A.C. OVERLAY
<br />DEAD-END BARRICADE PER STD PLAN 128
<br />350.01'
<br />V 2 LL
<br />°2.29/": ................
<br />"
<br />W
<br />110'
<br />1"=40' HORIZONTAL
<br />QLu
<br />"LS"
<br />m N O a
<br />w
<br />FOR ENTIRE HARNEY WB LEFT TURN LANE.
<br />9.5' 5' 55'
<br />L. 45
<br />36 If
<br />V=2' VERTICAL
<br />cnO
<br />V
<br />IL
<br />M
<br />IL
<br />a
<br />Q
<br />I \ 30.09± o 0 0.8 ....... I ... _
<br />EX O - MA M (P) ROADWAY CROWN c +i CR -FB -V EX OH EX Q
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<br />+.
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<br />... .o.. .... 30.58_ o , - - o - - - - - - - - - - rn ..... .o'O ...o.. ........o........ p'. ..
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<br />„NPW ... ........
<br />12 m
<br />M
<br />A -P ..: .. ....... ......
<br />O�
<br />n. N 'O°
<br />..... ACRS 30.6.n i.r H .,:.::.:.:. .:..s:.`o
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<br />15"SS >- 15"SS
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<br />U. _®. .. •a.. ...
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<br />... ... .. ... ... ..... ... ..... ... ..... .... _.. ... ... .... •. o ...... ... .. ... ... .. ... .. ... ..... .... .... ..... ... ... .. ..... ..... ... ..... .. ... .... ....
<br />04
<br />�. _ 1.56 ..... .... .. .... .........
<br />p� O'
<br />EX�SO � 18"SD X SO
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<br />_..T.€ ._ _ .� _. .. '.................
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<br />/l MA MA ....... 2 U ....� .
<br />I
<br />9.79 CITY OF LODI CRN o ..... .. ...... / A
<br />44Mi.. LIP +- E RW �...... ...... .
<br />EX OH EX OH � EX OH
<br />.......... ( ) SJ. CO_ v.......... . .
<br />8.60± MA 30.28± � .... N ......... ..
<br />UTILITY TRENCH PER COL
<br />eaoddog�� (E) RW ag a
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<br />VIII RECONSTRUCT PORTION OF EX SWALE
<br />�I
<br />GENERAL NOTES:
<br />1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM
<br />RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR
<br />TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE
<br />LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN
<br />ON THESE PLANS. NOTIFY THE ENGINEER OF ANY
<br />DISCREPANCIES OR CONFLICTS AS SOON AS
<br />ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO
<br />CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
<br />DISTRICT STAFF TO DETERMINE IF UTILITIES CAN BE
<br />REMOVED OR IF THEY NEED TO BE RE-ROUTED.
<br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN
<br />EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
<br />3. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />4. CONSTRUCT FIRE HYRANTS PER STD. PLAN 401 (TYP.)
<br />5. CONSTRUCT SANITARY SEWER CLEANOUT AS PER STD.
<br />PLAN 201 (TYP.)
<br />6. PIPE MARKERS TO BE INSTALLED WITH ALL UTILITY STUBS
<br />PER STD. PLAN 201 (TYP.)
<br />7. SEE SHEET 08 & 09 FOR WALL AND BARRICADE DETAILS.
<br />@@@ M G{IgG3fn1C C7
<br />CONSTUCT 139 LF OF VALLEY GUTTER
<br />� I I
<br />CONSTRUCTION NOTES: PLAN SYMBOL (0)
<br />B-1
<br />CONSTRUCT VERTICAL CURB, GUTTER, & 5' SEPARATED SW PER STD 135
<br />D
<br />CONSTRUCT CURB TRANSITION PER DETAIL 1 SHEET 05
<br />E-1
<br />CONSTRUCT ADA RAMP PER STD 132A (TYP.)
<br />F
<br />CONTRACTOR SHALL INSTALL VERTICAL OFFSET TO MAINTAIN 12" CLEAR AT XING'S
<br />CONTRACTOR SHALL INSTALL D.I.P WHERE COVER IS LESS THAN 3'
<br />CONTRACTOR TO INSTALL V A.C. OVERLAY
<br />DEAD-END BARRICADE PER STD PLAN 128
<br />350.01'
<br />1 S89015'11"E
<br />°2.29/": ................
<br />"
<br />40.00'
<br />63.36'
<br />90045'04"
<br />QLu
<br />"LS"
<br />SITEETNO
<br />T
<br />FOR ENTIRE HARNEY WB LEFT TURN LANE.
<br />29
<br />J
<br />36 If
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<br />a
<br />Q
<br />.....
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<br />ca
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<br />ALL STRIPING DAMAGED TO BE REPLACED.
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<br />r
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<br />�....
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<br />1�@g@ H dOOM [EM �g� M 40O ME
<br />EAST OF LOWER SACRAMENTO ROAD
<br />�53HZRHFAP
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<br />c�
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<br />ARE SHOWN SCHEMATICALLY FOR
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<br />m
<br />(P) TRAFFIC SIGNAL AND APPURTENANCES, SEE
<br />REFERENCE ONLY. ACTUAL
<br />bat M G{IgEHITY LH
<br />bg0 M HZRgMGNE dG
<br />gOg G g GH dG
<br />g�1 G1 EH
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<br />LOCATIONS UNKNOWN.
<br />CONNECT TO EX. SEWER
<br />A U
<br />(E) RW
<br />SEE NOTE 1,
<br />THIS SHEET
<br />15" INV. = 12.76
<br />I \ 30.09± o 0 0.8 ....... I ... _
<br />EX O - MA M (P) ROADWAY CROWN c +i CR -FB -V EX OH EX Q
<br />F15"SD _ - -� 15"Sp r> in +i o ....27 00.'.'. ..'.'..............'....... =.-. .. .- -. .- ........... -� .. .T.. .-..'.'.......'T.'.- .. ....... ... ..... � 1g gp ....... .. .
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<br />+.
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<br />04
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<br />_..T.€ ._ _ .� _. .. '.................
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<br />I
<br />9.79 CITY OF LODI CRN o ..... .. ...... / A
<br />44Mi.. LIP +- E RW �...... ...... .
<br />EX OH EX OH � EX OH
<br />.......... ( ) SJ. CO_ v.......... . .
<br />8.60± MA 30.28± � .... N ......... ..
<br />UTILITY TRENCH PER COL
<br />eaoddog�� (E) RW ag a
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<br />VIII RECONSTRUCT PORTION OF EX SWALE
<br />�I
<br />GENERAL NOTES:
<br />1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN FROM
<br />RECORD DRAWINGS & FIELD SURVEY INFORMATION. PRIOR
<br />TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE
<br />LOCATION OF ALL UTILITIES INCLUDING THOSE NOT SHOWN
<br />ON THESE PLANS. NOTIFY THE ENGINEER OF ANY
<br />DISCREPANCIES OR CONFLICTS AS SOON AS
<br />ENCOUNTERED. POT HOLE EXISTING UTILITIES PRIOR TO
<br />CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
<br />DISTRICT STAFF TO DETERMINE IF UTILITIES CAN BE
<br />REMOVED OR IF THEY NEED TO BE RE-ROUTED.
<br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN
<br />EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
<br />3. ANY DAMAGE TO EXISTING UTILITIES WILL BE SOLE
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />4. CONSTRUCT FIRE HYRANTS PER STD. PLAN 401 (TYP.)
<br />5. CONSTRUCT SANITARY SEWER CLEANOUT AS PER STD.
<br />PLAN 201 (TYP.)
<br />6. PIPE MARKERS TO BE INSTALLED WITH ALL UTILITY STUBS
<br />PER STD. PLAN 201 (TYP.)
<br />7. SEE SHEET 08 & 09 FOR WALL AND BARRICADE DETAILS.
<br />@@@ M G{IgG3fn1C C7
<br />CONSTUCT 139 LF OF VALLEY GUTTER
<br />� I I
<br />CONSTRUCTION NOTES: PLAN SYMBOL (0)
<br />B-1
<br />CONSTRUCT VERTICAL CURB, GUTTER, & 5' SEPARATED SW PER STD 135
<br />D
<br />CONSTRUCT CURB TRANSITION PER DETAIL 1 SHEET 05
<br />E-1
<br />CONSTRUCT ADA RAMP PER STD 132A (TYP.)
<br />F
<br />CONTRACTOR SHALL INSTALL VERTICAL OFFSET TO MAINTAIN 12" CLEAR AT XING'S
<br />CONTRACTOR SHALL INSTALL D.I.P WHERE COVER IS LESS THAN 3'
<br />G
<br />DEAD-END BARRICADE PER STD PLAN 128
<br />SEE SHEET 07 FOR HARNEY LANE DEMOLITION PLANS
<br />!!../....... ..... EX. EP 18'+ 6 19'+
<br />EX. EP
<br />L
<br />HARNEY LANE
<br />0 40 IIIII
<br />NORTH
<br />20
<br />LINE TABLE
<br />CURVE TABLE
<br />LINE
<br />LENGTH
<br />DIRECTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />L20
<br />350.01'
<br />1 S89015'11"E
<br />C36
<br />40.00'
<br />63.36'
<br />90045'04"
<br />OVERLAY EXTENDS TO EDGE OF DETAIL
<br />24LONG X 8' HIGH TRENCH SHIELD
<br />DETAIL FOR REFERENCE
<br />ONLY. ALL TRENCHING
<br />AND EXCAVATION PER
<br />OSHA STANDARDS.
<br />24' LONG X 8' HIGH TRENCH SHIELD
<br />m
<br />a
<br />�v m
<br />5'-7'± (VARI
<br />F.
<br />EX. CROWN
<br />26.77 - 25.82
<br />18"SD
<br />4'SPREADER(TYP.)
<br />NOTES: PER OSHA STD.
<br />• ALL TRENCHING SHALL
<br />COMPLY WITH SJC & OSHA 12.76 -13.98
<br />STANDARDS 15"SS
<br />/ _ \ SEWER MAIN TRENCH SECTION (FOR REFERENCE ONLY)
<br />SCALE: 1" = 5'
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<br />MCR ENGINEERING, INC.
<br />QLu
<br />D197
<br />SITEETNO
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<br />ENGINEERING TEL: (209)239-6229
<br />29
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<br />No. C54088
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<br />OF CA�\�0�
<br />PRINT DATE
<br />5/24/2021
<br />PIAN SET
<br />MCR ENGINEERING, INC.
<br />MCR 1242 DUPONT COURT
<br />D197
<br />SITEETNO
<br />MANTECA, CA 95336
<br />ENGINEERING TEL: (209)239-6229
<br />29
<br />• FAX : ( 209 ) 239 - 8839
<br />DRAW1NG NO
<br />
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