|
Lu
<br />■
<br />CAST IRON MANHOLE FRAME
<br />& COVER (SEE NOTE 1)
<br />.n
<br />o
<br />M M
<br />5"
<br />rn
<br />w
<br />> 6"
<br />I I,�
<br />A
<br />f�
<br />HAND FINISH SLOPES
<br />PRECAST OR CAST -
<br />PLACE BASE, CLASS
<br />"B" CONCRETE
<br />SEE NOTE 2
<br />MANHOLE
<br />Lai
<br />■
<br />PAVEMENT
<br />SCALE: NONE
<br />BACKFILL WITH MATERIALS EQUAL TO OR BETTER
<br />THAN THE EXISTING PAVEMENT AND BASE IN QUALITY.
<br />NEW PAVEMENT SHALL BE 1" THICKER THAN EXISTING
<br />PAVEMENT, MINIMUM OF 0.25'. NEW BASE SHALL BE
<br />6" MIN. 1" THICKER THAN EXISTING GAcc ulnllullA nr n r,
<br />TYP
<br />cMAXIMUM OF TWO 6" d
<br />GRADE RINGS y I °
<br />-PRECAST REINFORCED aI
<br />CONCENTRIC CONCRETE CONE
<br />ECCENTRIC CONE
<br />SHOWN ROTATED
<br />90% SEE NOTE 4
<br />-SEAL ALL JOINTS CHANNELIZE CONCRETE BASE
<br />AS REQUIRED PER FOR SMOOTH GRAVITY FLOW
<br />SPECS ALL JOINTS SHALL BE SET AND DRAINAGE. SEE PLANS
<br />ON FULL MORTARED BED AND FOR SPECIFIC DETAILS IF
<br />BANDED WITH MORTAR ON REQUIRED
<br />BOTH INTERIOR AND EXTERIOR
<br />SURFACES
<br />-ONE, TWO AND THREE SECTION rA
<br />FOOT LENGTHS OPTIONAL
<br />SCALE: NONE -
<br />- 6" PRE -CAST
<br />NOTES:
<br />-EPDXY GROUT
<br />i. FOR PIPES 33" DIAMETER AND SMALLER.
<br />FLEXIBLE CONNECTION
<br />SEE NOTE 4 2. ECCENTRIC REINFORCED CONCRETE CONE MAY
<br />BE USED ON APPROVAL OF AGENCY.
<br />A 3. PRECAST REINFORCED CONCRETE MAINTENANCE
<br />HOLE UNIT SHALL CONFORM TO ASTM C-478
<br />4. CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET
<br />MAXIMUM FROM BASE OF MAINTENANCE HOLE
<br />_____�RUBBER RING WATERSTOP OR FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE)
<br />ADAPTER RQUIRED FOR PVC 5. INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />PIPE INTALLATIONS
<br />00 6. RUBBER RING WATERSTOP OR ADAPTER
<br />REQUIRED FOR PVC PIPE INSTALLATIONS.
<br />7, FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE
<br />ABOVE GROUND AS REQUIRED BY AGENCY.
<br />C+1 .Alto
<br />+ 20" MIN. T "' Mill.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE
<br />STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION TESTING MANUALS, TEST METHOD
<br />NO. CALIFORNIA 216 OR 231.
<br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR TO TRENCH
<br />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 (90x)
<br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN
<br />SPECIAL PROVISIONS.
<br />PIPE SIZE AS
<br />SHOWN ON P
<br />N IFA
<br />D PRECAST
<br />LT
<br />SEAL
<br />SECTION ENDS
<br />IN ROADWAY SOIL
<br />-H2O TRAFFIC RATED LID
<br />i
<br />GSP VENT/INTAKE
<br />W/ SST SCREEN
<br />AC io
<br />p o p o o I
<br />AB =1 I
<br />PIPE AND EV UE TN�
<br />.1" SADDLE WITH
<br />1 GTV AND GSP
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OR SPECIFIED
<br />IN THE SPECIAL
<br />0
<br />I
<br />N
<br />N
<br />�--6% 6"X 4" CONC
<br />COMPACT IN 12
<br />BE LESS
<br />THAN THREE
<br />MAX LAYERS TC
<br />3'-0"
<br />4"X12" CLASS
<br />A MIN RELATIVE
<br />AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />7"
<br />COMPACTION OF
<br />STRUCTURAL CONCRETE
<br />95% UNDER
<br />PAVEMENT AND
<br />-
<br />90% OUTSIDE
<br />- -
<br />PAVEMENT
<br />_-_- - - - - -_
<br />COMPACT IN 24
<br />VARIABLE
<br />- - - - - - -
<br />MAX LAYERS TC
<br />TYPICAL TRENCH BACKFILL
<br />A MIN RELATIVE
<br />C302
<br />COMPACTION OF
<br />VALVE CONNECTION
<br />- -
<br />io
<br />85%
<br />O.D./2
<br />TYP
<br />SCALE: NONE
<br />COMPACT IN 6
<br />BAR IS ONE INCH
<br />AT FULL SCALE
<br />/
<br />LAYERS TO A
<br />NTC
<br />ECO. LOU' IC
<br />MIN RELATIVE
<br />10" MIN.
<br />COMPACTION OF
<br />a �� 1"
<br />JULY 2007
<br />Sox
<br />TYP.
<br />O.D.
<br />AS NOTED
<br />cMAXIMUM OF TWO 6" d
<br />GRADE RINGS y I °
<br />-PRECAST REINFORCED aI
<br />CONCENTRIC CONCRETE CONE
<br />ECCENTRIC CONE
<br />SHOWN ROTATED
<br />90% SEE NOTE 4
<br />-SEAL ALL JOINTS CHANNELIZE CONCRETE BASE
<br />AS REQUIRED PER FOR SMOOTH GRAVITY FLOW
<br />SPECS ALL JOINTS SHALL BE SET AND DRAINAGE. SEE PLANS
<br />ON FULL MORTARED BED AND FOR SPECIFIC DETAILS IF
<br />BANDED WITH MORTAR ON REQUIRED
<br />BOTH INTERIOR AND EXTERIOR
<br />SURFACES
<br />-ONE, TWO AND THREE SECTION rA
<br />FOOT LENGTHS OPTIONAL
<br />SCALE: NONE -
<br />- 6" PRE -CAST
<br />NOTES:
<br />-EPDXY GROUT
<br />i. FOR PIPES 33" DIAMETER AND SMALLER.
<br />FLEXIBLE CONNECTION
<br />SEE NOTE 4 2. ECCENTRIC REINFORCED CONCRETE CONE MAY
<br />BE USED ON APPROVAL OF AGENCY.
<br />A 3. PRECAST REINFORCED CONCRETE MAINTENANCE
<br />HOLE UNIT SHALL CONFORM TO ASTM C-478
<br />4. CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET
<br />MAXIMUM FROM BASE OF MAINTENANCE HOLE
<br />_____�RUBBER RING WATERSTOP OR FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE)
<br />ADAPTER RQUIRED FOR PVC 5. INTERIOR COATING WHERE REQUIRED BY AGENCY.
<br />PIPE INTALLATIONS
<br />00 6. RUBBER RING WATERSTOP OR ADAPTER
<br />REQUIRED FOR PVC PIPE INSTALLATIONS.
<br />7, FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE
<br />ABOVE GROUND AS REQUIRED BY AGENCY.
<br />C+1 .Alto
<br />+ 20" MIN. T "' Mill.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE
<br />STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION TESTING MANUALS, TEST METHOD
<br />NO. CALIFORNIA 216 OR 231.
<br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR TO TRENCH
<br />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 (90x)
<br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br />5. SPECIAL BEDDING REQIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN
<br />SPECIAL PROVISIONS.
<br />PIPE SIZE AS
<br />SHOWN ON P
<br />N IFA
<br />D PRECAST
<br />LT
<br />SEAL
<br />SECTION ENDS
<br />IN ROADWAY SOIL
<br />-H2O TRAFFIC RATED LID
<br />i
<br />GSP VENT/INTAKE
<br />W/ SST SCREEN
<br />AC io
<br />p o p o o I
<br />AB =1 I
<br />PIPE AND EV UE TN�
<br />.1" SADDLE WITH
<br />1 GTV AND GSP
<br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OR SPECIFIED
<br />IN THE SPECIAL
<br />0
<br />I
<br />N
<br />N
<br />�--6% 6"X 4" CONC
<br />PROVISIONS BUT IN NO CASE SHALL THE SHOULDER
<br />BE LESS
<br />THAN THREE
<br />FEET WIDE
<br />4"
<br />4"X12" CLASS
<br />A BLOCK
<br />AS MEASURED FROM THE EDGE OF PAVEMENT.
<br />7"
<br />may be incorporated herein as a result.
<br />STRUCTURAL CONCRETE
<br />CONCRETE
<br />6" CLASS 2 AB
<br />SAN JOAQUIN COUNTY
<br />4150/
<br />4500
<br />5300/
<br />SECTION
<br />TYPICAL TRENCH BACKFILL
<br />C302
<br />VACUUM & AIR RELEASE
<br />VALVE CONNECTION
<br />SCALE: NONE
<br />TYP
<br />SCALE: NONE
<br />SCALE
<br />BAR IS ONE INCH
<br />AT FULL SCALE
<br />DATE
<br />DESIGNED
<br />NTC
<br />ECO. LOU' IC
<br />FLYING J INC.
<br />a �� 1"
<br />JULY 2007
<br />AS NOTED
<br />IF NOT ONE INCH
<br />THIS SHEET
<br />DRAWN
<br />BD
<br />333 WEST CENTER STREET
<br />FILE
<br />Engineering
<br />SCAON
<br />LE ACCORDINGLY
<br />FLYJ07-007
<br />CHECKED
<br />MAG
<br />Rocklin, California
<br />NORTH SALT LAKE, UT 84054
<br />TYP
<br />F
<br />RECORD DRAWING
<br />Corrcctioq, r-y�
<br />No Chart e fi -
<br />Date
<br />Any Person Person 11:,1-ij 1 his Drawing Should Verify
<br />All information By Inspecting T he Site Of Work
<br />1_1 /.f �� AI IlLAItII IAA ^n AYr
<br />NOTES:
<br />PROVIDE WITH STANDARD MANHOLE
<br />BASE PER DETAIL C101.
<br />DRAIN INLET C1Q:
<br />SCALE: NONE TYP
<br />LL JOINTS
<br />UIRED PER
<br />WO AND THREE
<br />ENGTHS OPTIONAL
<br />PLAN
<br />SCALE: 1/16"=l' -O"
<br />#6 ®9" O.C. T&B
<br />#6 ® 10" O.C. T&B
<br />SECTION
<br />SCALE: 1/16"=1'-0"
<br />SLAB DETAIL
<br />FLYING J-LODI
<br />CSA 31 WELL NUMBER 3 NITRATE
<br />TREATMENT SYSTEM SITE IMPROVEMENTS
<br />G AH
<br />COUNTY APPROVAL
<br />REVISION DESCRIPTION APPROVED BY DATE
<br />ADJUST BOX TO GRADE PER
<br />COUNTYWIDE STANDARDS[.j�j6"
<br />I;04
<br />\ x
<br />N -III- ° e
<br />#4 HOOPS CONCRETE COLLAR
<br />W 2" SQ AWWA NUT 0 = 8" PVC
<br />a 10 3/8"f PIPE ID - Y4"
<br />8" DR35 PVC RISER
<br />VALVE STEM EXTENSION
<br />BRICKS (TYP �� WHERE REQUIRED, SEE
<br />ALL AROUND) SPECIFICATIONS
<br />NOTES:
<br />VALVE
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2.ALL LIDS SHALL HAVE MACHINED SEATING SURGACES. t
<br />3. VALVE BY RISERS SHALL BE AS MAUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVEBOX RISER TO BE ONE CONTINUOUS PIECE AND CENTEREDON VALVE. SHOULD BE
<br />RISER OR 8"0, CLASS 100 PVC.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQIRED WHEN VALVE BOX IS LOCATED IN CONCRETE SIDEWALK
<br />AREA.
<br />7. VALVE STEM EXTENSIONS MAY BE USED TO COPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />TYPICAL BURIED VALVE C500
<br />SCALE: NONE TYI
<br />CONCRETE AND REINFORCING STEEL:
<br />1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO "MANUAL OF STANDARD
<br />PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY CRSI.
<br />2. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR
<br />COVERAGE UNLESS NOTED OTHERWISE, CLEAR COVERAGE SHALL BE AS FOLLOWS UNO:
<br />CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) . . . . . . . . . . . . . . . 3"
<br />FORMED CONCRETE EXPOSED TO WEATHER OR GROUND OR UOUID
<br />/6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-
<br />#5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11"
<br />BEAMS (TOP BARS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1"
<br />BEAMS (ALL OTHER MAIN REINFORCING) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
<br />WALL, COLUMN MAIN REINFORCING . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .2"
<br />SLABS ON GROUND WITH ONE LAYER OF REINFORCEMENT . . . . . POSITION IN CENTER OF SLAB
<br />3. GENERAL:
<br />A) NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS, WALLS OR GRADE BEAMS
<br />UNLESS SPECIFICALLY DETAILED.
<br />B) REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS,
<br />AND MECHANICAL AND ELECTRICAL INSERT/EMBEDMENTS TO BE CAST IN CONCRETE.
<br />4. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE.
<br />5. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE
<br />SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL OF ALL TRADES INVOLVED PRIOR TO
<br />PLACING CONCRETE.
<br />6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED.
<br />7. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL PRIOR TO PLACING CONCRETE.
<br />B. EXCEPT AS OTHERWISE REOUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE i" CHAMFERS. RE
<br />ENTRANT CORNERS SHALL NOT HAVE FILLETS.
<br />9. ANCHOR BOLTS:
<br />UNLESS NOTED OTHERWISE THE USE OF ASTM A307 ANCHOR BOLTS SHALL BE GOVERNED BY THE FOLLOWING
<br />TABLE.
<br />0
<br />I
<br />N
<br />N
<br />8"
<br />46'-6"
<br />18"
<br />1I"
<br />I '1
<br />4"
<br />PLAN
<br />SCALE: 1/16"=l' -O"
<br />#6 ®9" O.C. T&B
<br />#6 ® 10" O.C. T&B
<br />SECTION
<br />SCALE: 1/16"=1'-0"
<br />SLAB DETAIL
<br />FLYING J-LODI
<br />CSA 31 WELL NUMBER 3 NITRATE
<br />TREATMENT SYSTEM SITE IMPROVEMENTS
<br />G AH
<br />COUNTY APPROVAL
<br />REVISION DESCRIPTION APPROVED BY DATE
<br />ADJUST BOX TO GRADE PER
<br />COUNTYWIDE STANDARDS[.j�j6"
<br />I;04
<br />\ x
<br />N -III- ° e
<br />#4 HOOPS CONCRETE COLLAR
<br />W 2" SQ AWWA NUT 0 = 8" PVC
<br />a 10 3/8"f PIPE ID - Y4"
<br />8" DR35 PVC RISER
<br />VALVE STEM EXTENSION
<br />BRICKS (TYP �� WHERE REQUIRED, SEE
<br />ALL AROUND) SPECIFICATIONS
<br />NOTES:
<br />VALVE
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2.ALL LIDS SHALL HAVE MACHINED SEATING SURGACES. t
<br />3. VALVE BY RISERS SHALL BE AS MAUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVEBOX RISER TO BE ONE CONTINUOUS PIECE AND CENTEREDON VALVE. SHOULD BE
<br />RISER OR 8"0, CLASS 100 PVC.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQIRED WHEN VALVE BOX IS LOCATED IN CONCRETE SIDEWALK
<br />AREA.
<br />7. VALVE STEM EXTENSIONS MAY BE USED TO COPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY.
<br />TYPICAL BURIED VALVE C500
<br />SCALE: NONE TYI
<br />CONCRETE AND REINFORCING STEEL:
<br />1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO "MANUAL OF STANDARD
<br />PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY CRSI.
<br />2. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR
<br />COVERAGE UNLESS NOTED OTHERWISE, CLEAR COVERAGE SHALL BE AS FOLLOWS UNO:
<br />CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) . . . . . . . . . . . . . . . 3"
<br />FORMED CONCRETE EXPOSED TO WEATHER OR GROUND OR UOUID
<br />/6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-
<br />#5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11"
<br />BEAMS (TOP BARS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1"
<br />BEAMS (ALL OTHER MAIN REINFORCING) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
<br />WALL, COLUMN MAIN REINFORCING . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .2"
<br />SLABS ON GROUND WITH ONE LAYER OF REINFORCEMENT . . . . . POSITION IN CENTER OF SLAB
<br />3. GENERAL:
<br />A) NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS, WALLS OR GRADE BEAMS
<br />UNLESS SPECIFICALLY DETAILED.
<br />B) REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS,
<br />AND MECHANICAL AND ELECTRICAL INSERT/EMBEDMENTS TO BE CAST IN CONCRETE.
<br />4. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE.
<br />5. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE
<br />SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL OF ALL TRADES INVOLVED PRIOR TO
<br />PLACING CONCRETE.
<br />6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED.
<br />7. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL PRIOR TO PLACING CONCRETE.
<br />B. EXCEPT AS OTHERWISE REOUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE i" CHAMFERS. RE
<br />ENTRANT CORNERS SHALL NOT HAVE FILLETS.
<br />9. ANCHOR BOLTS:
<br />UNLESS NOTED OTHERWISE THE USE OF ASTM A307 ANCHOR BOLTS SHALL BE GOVERNED BY THE FOLLOWING
<br />TABLE.
<br />ALL BOLTS, STUDS AND MISCELLANEOUS METAL WORK SHALL BE AS SPECIFIED.
<br />EMBEDMENT LENGTH FOR BOLTS IN TENSION SHALL BE DETERMINED BY THE ENGINEER.
<br />6" 1'-3"
<br />RECORD DRAWING
<br />8"
<br />1"
<br />18"
<br />1I"
<br />MIN. EMBEDMENT IN
<br />4"
<br />4"
<br />5"
<br />6"
<br />7"
<br />may be incorporated herein as a result.
<br />STRUCTURAL CONCRETE
<br />2000#3000#3560#14150#
<br />4150/
<br />4500
<br />5300/
<br />ALL BOLTS, STUDS AND MISCELLANEOUS METAL WORK SHALL BE AS SPECIFIED.
<br />EMBEDMENT LENGTH FOR BOLTS IN TENSION SHALL BE DETERMINED BY THE ENGINEER.
<br />6" 1'-3"
<br />TYPICAL CIVIL DETAILS
<br />TYP
<br />Ezp.12-31-07
<br />No. C 59437
<br />DRAWING NUMBER SHEET NUMBER
<br />C1 4 of 22
<br />12
<br />RECORD DRAWING
<br />These record drawings have been prepared
<br />based on information provided by others.
<br />The Engineer has not verified the accuracy
<br />of such information and sholl not be resp-
<br />onsible for any errors or omissions which
<br />may be incorporated herein as a result.
<br />TYPICAL CIVIL DETAILS
<br />TYP
<br />Ezp.12-31-07
<br />No. C 59437
<br />DRAWING NUMBER SHEET NUMBER
<br />C1 4 of 22
<br />12
<br />
|