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<br />-
<br />SUTTON -TURNER ASSOC.
<br />LAND SURVEYING - CIVIL ENGINEERING
<br />1433 LUCCHESI LANE 2319 RI❑ VERDE DRIVE
<br />M❑DEST❑, CA 95351 RIVERBANK, CA 95367
<br />Ph. (209) 578-2866 Ph. (209) 869-4867
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1' thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement -I I
<br />6" Min.57
<br />(TYP•)
<br />Variable
<br />O.D./2
<br />10" MTin.-
<br />r--0. D.t
<br />0. D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />Compact in 12" max.
<br />layers to a min.
<br />relative compaction
<br />of 95%* under pavemen
<br />and shoulders, and
<br />90% outside shoulders.
<br />Compact in 24" max.
<br />layers to a minimum
<br />relative compaction
<br />of 85%.
<br />Compact in 6" layers
<br />to a minimum relative
<br />compaction of 90%.
<br />10" Min. 10" Min.
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />N•. R•rr 9, APP� M
<br />TYPICAL TRENCH BACKFILL DkcWr & Pubk Woft
<br />aom by JLD
<br />�^••••^
<br />by COUNTY OF SAN JOAQUIN D� SEPT. 1991
<br />S•• • NONE "AME W OF PKRuc WORKS o a. ^y No. R - 29
<br />Sign - State of Calif. Hwy.
<br />Sign - State of Calif. Hwy Code W-57 (24"x48")
<br />n Code SW -42 (30"x30")
<br />(D
<br />N SIGNS
<br />1. Signs shall be posted on 2" I.D. galv.
<br />pipe in urban areas and either pipe or
<br />4' x4" posts in rural areas.
<br />0 2. Stop sign sizes shall be 30" for 0
<br />urban areas and 36" for rural areas.
<br />in 3. Sign - State of Calif. Hwy. Code I I o
<br />SW -43 shall be posted at curves I
<br />when needed. j
<br />(D \� //20
<br />Sign - State of Calif. -J
<br />Hwy. Code "type N -Y' d
<br />N 24 x24' (reflective
<br />yellow background)
<br />T INTERSECTION SIGN
<br />(post across from intersection) /
<br />� N
<br />NOTA i
<br />�D (D THROUGH
<br />N N
<br />STREET LANE REDUCTION
<br />Sign - State of Calif.
<br />Hwy. Code W53 (24"x24") SIGNING
<br />or as required by the
<br />Public Works Dept.
<br />� 0 1. Center the lane reduction sign
<br />behind Type A barricade
<br />D- (barricade to be placed on a
<br />0 0 4"x4" Redwood or skew with Type N -Y signs
<br />I I pressure treated Douglas attached).
<br />r Zo Fir post (typ.) or 2. Place Class 1 flexible post
<br />2' I.D. galv. as delineators (Cal Trans A74) at a
<br />required 10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />Flatten pipe
<br />N N
<br />�(tYP•)
<br />0
<br />TYPICAL SIGN
<br />Ne R.MW ev
<br />Na , M JLU
<br />a,w by
<br />'S'••40 NONE
<br />TRAFFIC SIGNS
<br />COUNTY OF SAN JOAQUIN
<br />oF.PARiunrt OF PUBW WORKS
<br />••t• SEPT. 1991
<br />wo.K'w No. R - 26
<br />NOTES
<br />1. The Structural section shall be determined
<br />by the roadway design standards and Standard
<br />Drawing No. R-27.
<br />R/W
<br />DESCRIPTION
<br />R/W -,�i
<br />"JOHN"
<br />50'
<br />TYPICAL AT
<br />"BENEDIX"
<br />-
<br />Z
<br />25'
<br />EDWARDS AVE,
<br />25'
<br />_O
<br />-
<br />5'
<br />SU#89-24 L
<br />51rt
<br />w
<br />40' ROW
<br />& CAMPBELL Rd,
<br />\
<br />SU#90-06
<br />&
<br />►
<br />16'
<br />16'5'
<br />_:�4,
<br />II
<br />m
<br />'1
<br />4
<br />2%
<br />2%�
<br />4'
<br />T6'
<br />-'
<br />j
<br />a%
<br />f-
<br />2'*
<br />V
<br />VAR.
<br />2'- 1 1 - RURAL ROAD
<br />VAR.
<br />2'- 1 1 -
<br />1' Min.
<br />1' Min.
<br />Prime Coat
<br />J
<br />(Typical all sections)
<br />S%
<br />Asphalt Pavement
<br />6" aggregate base
<br />Ex 20' Povin
<br />Z
<br />shoulder compacted
<br />0 95% relative
<br />*Aggregate
<br />base
<br />Z O
<br />compaction
<br />shoulder may be
<br />eliminated
<br />where
<br />subgrade "R"
<br />value
<br />is greater
<br />than 30
<br />0.55E/ME TRTD. SUB -BASE
<br />LENGTH OF FRONTAGE
<br />= 331'PEI?
<br />PARCEL
<br />(SEE CHART Sht. 1, R -Value =
<br />5)
<br />EDWARDS
<br />AVENUE
<br />ROAD IMPROVEMENTS
<br />* SELECT BACKFILL
<br />(TYPICAL SECTION Pcl.#3-7)
<br />SCALE: 1"
<br />= 10'
<br />w/ R -Value >30
<br />Sta. 26+89.5
<br />to 44+00 BC
<br />S
<br />c
<br />:!'
<br />WIQ-
<br />tiles
<br />�
<br />':f
<br />1.5h'I'•M10
<br />�
<br />ilk
<br />W ;-I
<br />W_
<br />_¢
<br />o
<br />W
<br />-�
<br />- °
<br />r -
<br />�
<br />W
<br />N
<br />SUTTON -TURNER ASSOC.
<br />LAND SURVEYING - CIVIL ENGINEERING
<br />1433 LUCCHESI LANE 2319 RI❑ VERDE DRIVE
<br />M❑DEST❑, CA 95351 RIVERBANK, CA 95367
<br />Ph. (209) 578-2866 Ph. (209) 869-4867
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1' thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing Pavement -I I
<br />6" Min.57
<br />(TYP•)
<br />Variable
<br />O.D./2
<br />10" MTin.-
<br />r--0. D.t
<br />0. D.
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />Compact in 12" max.
<br />layers to a min.
<br />relative compaction
<br />of 95%* under pavemen
<br />and shoulders, and
<br />90% outside shoulders.
<br />Compact in 24" max.
<br />layers to a minimum
<br />relative compaction
<br />of 85%.
<br />Compact in 6" layers
<br />to a minimum relative
<br />compaction of 90%.
<br />10" Min. 10" Min.
<br />O.D.
<br />+ 20" Min.
<br />FLEXIBLE CONDUIT
<br />10" Min.
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />from the edge of pavement.
<br />N•. R•rr 9, APP� M
<br />TYPICAL TRENCH BACKFILL DkcWr & Pubk Woft
<br />aom by JLD
<br />�^••••^
<br />by COUNTY OF SAN JOAQUIN D� SEPT. 1991
<br />S•• • NONE "AME W OF PKRuc WORKS o a. ^y No. R - 29
<br />Sign - State of Calif. Hwy.
<br />Sign - State of Calif. Hwy Code W-57 (24"x48")
<br />n Code SW -42 (30"x30")
<br />(D
<br />N SIGNS
<br />1. Signs shall be posted on 2" I.D. galv.
<br />pipe in urban areas and either pipe or
<br />4' x4" posts in rural areas.
<br />0 2. Stop sign sizes shall be 30" for 0
<br />urban areas and 36" for rural areas.
<br />in 3. Sign - State of Calif. Hwy. Code I I o
<br />SW -43 shall be posted at curves I
<br />when needed. j
<br />(D \� //20
<br />Sign - State of Calif. -J
<br />Hwy. Code "type N -Y' d
<br />N 24 x24' (reflective
<br />yellow background)
<br />T INTERSECTION SIGN
<br />(post across from intersection) /
<br />� N
<br />NOTA i
<br />�D (D THROUGH
<br />N N
<br />STREET LANE REDUCTION
<br />Sign - State of Calif.
<br />Hwy. Code W53 (24"x24") SIGNING
<br />or as required by the
<br />Public Works Dept.
<br />� 0 1. Center the lane reduction sign
<br />behind Type A barricade
<br />D- (barricade to be placed on a
<br />0 0 4"x4" Redwood or skew with Type N -Y signs
<br />I I pressure treated Douglas attached).
<br />r Zo Fir post (typ.) or 2. Place Class 1 flexible post
<br />2' I.D. galv. as delineators (Cal Trans A74) at a
<br />required 10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />Flatten pipe
<br />N N
<br />�(tYP•)
<br />0
<br />TYPICAL SIGN
<br />Ne R.MW ev
<br />Na , M JLU
<br />a,w by
<br />'S'••40 NONE
<br />TRAFFIC SIGNS
<br />COUNTY OF SAN JOAQUIN
<br />oF.PARiunrt OF PUBW WORKS
<br />••t• SEPT. 1991
<br />wo.K'w No. R - 26
<br />NOTES
<br />1. The Structural section shall be determined
<br />by the roadway design standards and Standard
<br />Drawing No. R-27.
<br />ftWftd
<br />a TYPICAL RURAL
<br />•� JLD ROAD SECTIONS
<br />N.t'*••"•^ by COUNTY OF SAN JOAQUIN me. SEPT. 1991
<br />soar NONE OFPAffr N OF PUWX WORKS ao•ow xo. R-3
<br />Existing Existing pavement
<br />1
<br />pavement 7 1 /// 1
<br />Jo [Min. 0.4' Min. 0.4 0
<br />Min. 0.5' Vary slope to meet
<br />ground maximum 10% slope
<br />SECTION A -A
<br />R/W A7
<br />/- R/W
<br />\ I A I I�
<br />AlternateL Material per.
<br />es.5 25 R
<br />edge chart below
<br />Ditch flowline \ -
<br />12" min. diameter
<br />cross pipe
<br />when required
<br />(see note 4 & 5)
<br />Set pipe in line with
<br />existing ditch at A Edge of existing pavement
<br />elevation that will
<br />not distrupt
<br />natural drainage
<br />RURAL DRIVEWAY
<br />TYPE W PAVEMENT
<br />RURAL OR (Min.) (Max.) (Min.) AC/AB (Min.) PCC
<br />TEMP 12' 25' 27 /4� 4'
<br />RESIDENTIAL
<br />AG, TEMP
<br />COMMERCIAL, 15' 30' 2" /6 6"
<br />TEMP INDUS- AO AS
<br />TRIAL
<br />NOTES:
<br />1. At an intersection, no driveway shall be placed within 30' of the
<br />point of intersection of the master planned R/W lines.
<br />2. Driveways shall be at right angles to the street.
<br />3. Circle driveways are to be no closer than 75' between centers (residential)
<br />or 80' between centers (commercial).
<br />4. When cross pipe is used, it shall extend a minimum of 0.5' past the toe of fill
<br />slopes of the driveway, all fill shall be compacted to 95% relative compaction.
<br />5. Pipes shall be Reinforced Concrete, or .079 ga. Galvanized Corrugated Steel
<br />pipe, the size varies according to the hydraulic requirement.
<br />DRIVEWAYS
<br />or of u c Woria
<br />RURAL, AG, & TEMP
<br />DIG by JLD
<br />KS,.oK.W by COUNTY OF SAN JOAQUIN a•• SEPT. 1991
<br />soon NONE OEPARYPNZ OF Paeuc WORKS a•ww N•. R - 17
<br />CONSTRUCTION DETAILS
<br />FOR
<br />I
<br />THORNTON RANCH ESTATES
<br />EXHIBIT "JE -1"
<br />R/W
<br />DESCRIPTION
<br />R/W -,�i
<br />"JOHN"
<br />50'
<br />TYPICAL AT
<br />"BENEDIX"
<br />Z
<br />25'
<br />EDWARDS AVE,
<br />25'
<br />_O
<br />-
<br />5'
<br />SU#89-24 L
<br />51rt
<br />w
<br />40' ROW
<br />& CAMPBELL Rd,
<br />\
<br />SU#90-06
<br />&
<br />►
<br />16'
<br />16'5'
<br />_:�4,
<br />II
<br />m
<br />'1
<br />4
<br />2%
<br />2%�
<br />4'
<br />T6'
<br />-'
<br />j
<br />a%
<br />f-
<br />2'*
<br />V
<br />VAR.
<br />2'- 1 1 - RURAL ROAD
<br />VAR.
<br />2'- 1 1 -
<br />1' Min.
<br />1' Min.
<br />Prime Coat
<br />J
<br />(Typical all sections)
<br />S%
<br />Asphalt Pavement
<br />6" aggregate base
<br />Ex 20' Povin
<br />Aggregate Base
<br />shoulder compacted
<br />0 95% relative
<br />*Aggregate
<br />base
<br />compaction
<br />shoulder may be
<br />eliminated
<br />where
<br />subgrade "R"
<br />value
<br />is greater
<br />than 30
<br />ftWftd
<br />a TYPICAL RURAL
<br />•� JLD ROAD SECTIONS
<br />N.t'*••"•^ by COUNTY OF SAN JOAQUIN me. SEPT. 1991
<br />soar NONE OFPAffr N OF PUWX WORKS ao•ow xo. R-3
<br />Existing Existing pavement
<br />1
<br />pavement 7 1 /// 1
<br />Jo [Min. 0.4' Min. 0.4 0
<br />Min. 0.5' Vary slope to meet
<br />ground maximum 10% slope
<br />SECTION A -A
<br />R/W A7
<br />/- R/W
<br />\ I A I I�
<br />AlternateL Material per.
<br />es.5 25 R
<br />edge chart below
<br />Ditch flowline \ -
<br />12" min. diameter
<br />cross pipe
<br />when required
<br />(see note 4 & 5)
<br />Set pipe in line with
<br />existing ditch at A Edge of existing pavement
<br />elevation that will
<br />not distrupt
<br />natural drainage
<br />RURAL DRIVEWAY
<br />TYPE W PAVEMENT
<br />RURAL OR (Min.) (Max.) (Min.) AC/AB (Min.) PCC
<br />TEMP 12' 25' 27 /4� 4'
<br />RESIDENTIAL
<br />AG, TEMP
<br />COMMERCIAL, 15' 30' 2" /6 6"
<br />TEMP INDUS- AO AS
<br />TRIAL
<br />NOTES:
<br />1. At an intersection, no driveway shall be placed within 30' of the
<br />point of intersection of the master planned R/W lines.
<br />2. Driveways shall be at right angles to the street.
<br />3. Circle driveways are to be no closer than 75' between centers (residential)
<br />or 80' between centers (commercial).
<br />4. When cross pipe is used, it shall extend a minimum of 0.5' past the toe of fill
<br />slopes of the driveway, all fill shall be compacted to 95% relative compaction.
<br />5. Pipes shall be Reinforced Concrete, or .079 ga. Galvanized Corrugated Steel
<br />pipe, the size varies according to the hydraulic requirement.
<br />DRIVEWAYS
<br />or of u c Woria
<br />RURAL, AG, & TEMP
<br />DIG by JLD
<br />KS,.oK.W by COUNTY OF SAN JOAQUIN a•• SEPT. 1991
<br />soon NONE OEPARYPNZ OF Paeuc WORKS a•ww N•. R - 17
<br />CONSTRUCTION DETAILS
<br />FOR
<br />I
<br />THORNTON RANCH ESTATES
<br />EXHIBIT "JE -1"
<br />EXHIBIT "JE -2'9
<br />"JOHN" 50' ROW t'BENEDIX"
<br />SU#89-24 Z SU#90-06
<br />51 40' ROW -
<br />IS'I .0 j
<br />4, 16'
<br />2'* j �f 1' Typ
<br />ti
<br />0 8%
<br />On
<br />, G C
<br />o Ex. 20' Paving.
<br />-0_20'ASPHALT CONK. �kz �Varie
<br />/ PRIME COAT j , 9' Max.
<br />0_50AGGREGA TE BAS
<br />_0.35L1ME TR1D. SUB -BASE LENGTH OF FRONTAGE = 331 PER PARCEL
<br />(SEE CHART Sht. 1, R -Value =23)
<br />EDWARDS AVENUE ROAD IMPROVEMENTS
<br />* SELECT BACKFILL (TYPICAL SECTION Pcl.#8-9) SCALE: 1" = 10'
<br />w/ R -Value >30 Sta. 44+00 to 48+50 EC
<br />EXHIBIT 99JE-3"
<br />III
<br />"JOHN""JOHN"
<br />50' ROW -
<br />SU#89-24 � 3 NOT
<br />3 25' ROW 5' A
<br />Z c PART
<br />54-- 4' 16' - &
<br />j I LOT 13
<br />2 *
<br />S 27. c� I/ar/es
<br />� va �•
<br />Ex. 20' Pa vin q /
<br />0.2V ASPHAL T CONC, 3 is Ln
<br />/ PRIME COAT k o i
<br />0.50AGGREGATE BASE V
<br />_0.35L/ME TRTD. SUB -BASE LENGTH OF FRONTAGE = 331' PER PARCEL
<br />(SEE CHART Sht. 1, R -Value =23)
<br />EDWARDS AVENUE ROAD IMPROVEMENTS
<br />* SELECT BACKFILL (TYPICAL SECTION Pcl.#9-12) SCALE: 1" = 10'
<br />w/ R -Value >30 Sta. 48+50 EC to 59+75
<br />EXHIBIT "JC -1"
<br />"JOHN" __ 50' ROW "OTHERS"
<br />SU#89-24
<br />Z 25'� 20' -s
<br />5 4' � 16' � � � Lk,
<br />2.5'r-
<br />alb y 2.5'r 2%
<br />it 8%70.40',��,/YE
<br />20' Ex.PA ING INOTE: All Sections 2'*ISTING
<br />Lime T(atment to >* SELECT BACKFILL2OASPHALT CONK/PR/ME COAT DITCH
<br />extend 2' minimum w/ R -Value >300AGGREGATE BASE (SEE SHT. 1, R -Value = 11)
<br />past new edge of TRTD. SUB -BASE (B' WIDE TYP/CAL)
<br />pavement, and select
<br />backfill (R -Value LENGTH OF FRONTAGE = 352 PER PARCEL
<br />greater than 30)
<br />placed adjoining EP CAMPBELL ROAD PARCELS 1A10 ROAD IMPROVEMENTS
<br />Sta. 32- to 54+50 SCALE: 1" = 10' g/iy/gy
<br />JOB NO.: 91-10b
<br />UA I SU #89-24 �j RCE : 3566
<br />/// . i .f�_�'�, RCE N0: 43566
<br />ESCALON AREA, CALIFORNIA DESIGN ENGINEER EXP DATE: 6/30/96
<br />NO.
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />"JOHN"
<br />V)
<br />"BENEDIX"
<br />Z
<br />50' ROW
<br />_O
<br />SU#89-24 L
<br />51rt
<br />w
<br />40' ROW
<br />\
<br />SU#90-06
<br />&
<br />►
<br />W
<br />II
<br />m
<br />'1
<br />OTHERS
<br />4'
<br />T6'
<br />-'
<br />j
<br />2'*
<br />V
<br />2,5
<br />J
<br />U
<br />S%
<br />Ex 20' Povin
<br />0.200' ASPHAL T CONK.
<br />/ PRIME COAT
<br />Avg.
<br />0.50AGGREGATE BASE
<br />0.55E/ME TRTD. SUB -BASE
<br />LENGTH OF FRONTAGE
<br />= 331'PEI?
<br />PARCEL
<br />(SEE CHART Sht. 1, R -Value =
<br />5)
<br />EDWARDS
<br />AVENUE
<br />ROAD IMPROVEMENTS
<br />* SELECT BACKFILL
<br />(TYPICAL SECTION Pcl.#3-7)
<br />SCALE: 1"
<br />= 10'
<br />w/ R -Value >30
<br />Sta. 26+89.5
<br />to 44+00 BC
<br />EXHIBIT "JE -2'9
<br />"JOHN" 50' ROW t'BENEDIX"
<br />SU#89-24 Z SU#90-06
<br />51 40' ROW -
<br />IS'I .0 j
<br />4, 16'
<br />2'* j �f 1' Typ
<br />ti
<br />0 8%
<br />On
<br />, G C
<br />o Ex. 20' Paving.
<br />-0_20'ASPHALT CONK. �kz �Varie
<br />/ PRIME COAT j , 9' Max.
<br />0_50AGGREGA TE BAS
<br />_0.35L1ME TR1D. SUB -BASE LENGTH OF FRONTAGE = 331 PER PARCEL
<br />(SEE CHART Sht. 1, R -Value =23)
<br />EDWARDS AVENUE ROAD IMPROVEMENTS
<br />* SELECT BACKFILL (TYPICAL SECTION Pcl.#8-9) SCALE: 1" = 10'
<br />w/ R -Value >30 Sta. 44+00 to 48+50 EC
<br />EXHIBIT 99JE-3"
<br />III
<br />"JOHN""JOHN"
<br />50' ROW -
<br />SU#89-24 � 3 NOT
<br />3 25' ROW 5' A
<br />Z c PART
<br />54-- 4' 16' - &
<br />j I LOT 13
<br />2 *
<br />S 27. c� I/ar/es
<br />� va �•
<br />Ex. 20' Pa vin q /
<br />0.2V ASPHAL T CONC, 3 is Ln
<br />/ PRIME COAT k o i
<br />0.50AGGREGATE BASE V
<br />_0.35L/ME TRTD. SUB -BASE LENGTH OF FRONTAGE = 331' PER PARCEL
<br />(SEE CHART Sht. 1, R -Value =23)
<br />EDWARDS AVENUE ROAD IMPROVEMENTS
<br />* SELECT BACKFILL (TYPICAL SECTION Pcl.#9-12) SCALE: 1" = 10'
<br />w/ R -Value >30 Sta. 48+50 EC to 59+75
<br />EXHIBIT "JC -1"
<br />"JOHN" __ 50' ROW "OTHERS"
<br />SU#89-24
<br />Z 25'� 20' -s
<br />5 4' � 16' � � � Lk,
<br />2.5'r-
<br />alb y 2.5'r 2%
<br />it 8%70.40',��,/YE
<br />20' Ex.PA ING INOTE: All Sections 2'*ISTING
<br />Lime T(atment to >* SELECT BACKFILL2OASPHALT CONK/PR/ME COAT DITCH
<br />extend 2' minimum w/ R -Value >300AGGREGATE BASE (SEE SHT. 1, R -Value = 11)
<br />past new edge of TRTD. SUB -BASE (B' WIDE TYP/CAL)
<br />pavement, and select
<br />backfill (R -Value LENGTH OF FRONTAGE = 352 PER PARCEL
<br />greater than 30)
<br />placed adjoining EP CAMPBELL ROAD PARCELS 1A10 ROAD IMPROVEMENTS
<br />Sta. 32- to 54+50 SCALE: 1" = 10' g/iy/gy
<br />JOB NO.: 91-10b
<br />UA I SU #89-24 �j RCE : 3566
<br />/// . i .f�_�'�, RCE N0: 43566
<br />ESCALON AREA, CALIFORNIA DESIGN ENGINEER EXP DATE: 6/30/96
<br />DESIGN BY
<br />J.TURNER
<br />DRAWN BY
<br />B.GOU LAN
<br />CHECKED BY
<br />J•TURNER
<br />SCALE
<br />AS SHOWN
<br />SHEET
<br />5
<br />OF 5 SHEETS
<br />NO.
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />V)
<br />Z
<br />_O
<br />w
<br />of
<br />DESIGN BY
<br />J.TURNER
<br />DRAWN BY
<br />B.GOU LAN
<br />CHECKED BY
<br />J•TURNER
<br />SCALE
<br />AS SHOWN
<br />SHEET
<br />5
<br />OF 5 SHEETS
<br />
|