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MAINTENANCE HOLE <br />FRAME & COVER. ADJUST TO GRADE <br />PER COUNTYWIDE STANDARDS <br />i PAVEMENT <br />III <br />0 <br />'az a <br />a <br />w I <br />OL <br />OL <br />\� <br />> a \ <br />INSTALL GRADE RINGS AS REQUIRED <br />FOR GRADE (GROUT W PLACE) <br />12" MAXIMUM. <br />PRECAST REINFORCED CONCENTRIC <br />CONCRETE CONE2❑. <br />4 J. <br />5" <br />ALL JOINTS SHALL BE SET <br />ON FULL MORTARED BED AND <br />BANDED WITH MORTAR ON <br />BOTH INTERIOR AND EXTERIOR <br />SURFACES. <br />HAND FINISH SLOPES <br />CONCRETE <br />NOTES: UNDISTURBED EARTH <br />1. FOR PIPES 33" DIAMETER AND SMALLER. <br />22. ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY <br />�3. PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM <br />TO A.S.T.M. C-478 <br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE <br />OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE). <br />0 INTERIOR COATING WHERE REQUIRED BY AGENCY. <br />RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR <br />PVC PIPE INSTALLATIONS_ <br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY <br />TYPE i _SII MODIFIED <br />MAINTENANCE HOLE I IMPROVEMENT STANDARD NO CW -S7 <br />t -_CORD DRAWING <br />Pcbons0V <br />J t Changes By <br />1)ate. X -/b -o7 <br />Ari\ Person Using This Drawing Should Verity <br />Flit information Fav insnarttlno The Site Of Work <br />0858-24x36_SICo.deg <br />ATHEARN STREET <br />3 U <br />10' 25' 25' <br />t8' <br />i 3 Iw I al <br />max. <br />o I o <br />VARIESso <br />r /14a 05'-1 <br />0.5'-1 7'I1 <br />OAK MEADOW LANE <br />Past <br />Horizontal brace With Tress rod <br />may be used as on alternate <br />to a Diagonal brace <br />-Droconol brace <br />END AND CORNER <br />POS' ASS LIMLBI_ <br />F oYng depth <br />2'-6 for `cbrc less than 60" high <br />3'-0" for fabric 60"ana eve, <br />P/L P/L <br />Fabric outside 6" or as specified <br />of fence ar as shown on <br />11 1 detail plans <br />See note below) <br />w - <br />I III <br />Facility- <br />NOTE- Offset to be 2'-0" at monument locations <br />measured at right angles to R/W lines - <br />Toper to achieve offset to be at least 20' long. <br />FENCE LOCATION <br />VARIES <br />2,llfA1 2.5' <br />.._ 25' _ m t5' <br />w�� PUE <br />20' 6" AC <br />w a VARIES I VARIES <br />�i <br />2'-6.8' 1I z'-s.a' � <br />III z 9 III 6.6' <br />27 max. <br />0 <br />y a' <br />0.5'-17 <br />ANDERSON STREET I GONG <br />VARIES VARIES <br />7.5'-13.5' I 6'-106' <br />Bruce <br />s <br />z <br />a <br />� <br />\ suss <br />_ <br />Round Boll (Round Roll Formed Round Ro Formed <br />(ID) H Formed OD) 1 ��• (ID) R �.r <br />�� <br />fi coil <br />less <br />'I Over <br />U <br />6. <br />22' <br />25. <br />U <br />0 121 <br />AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD <br />PUE <br />0 <br />18" PIPE BARREL SHALL BE CLASS IT R.C.P., OR CLASS 2 NON <br />25 <br />I <br />20. <br />20' <br />'• a <br />DRAWING IF BAR DOES <br />r -.j <br />gaa, • ca� <br />y <br />I <br />l6 <br />m <br />o <br />w <br />I <br />max -all <br />of <br />3 <br />of <br />VARIES <br />VARIES <br />I <br />7'-8' <br />7'-8 <br />2% <br />a <br />0 <br />i <br />ATHEARN STREET <br />3 U <br />10' 25' 25' <br />t8' <br />i 3 Iw I al <br />max. <br />o I o <br />VARIESso <br />r /14a 05'-1 <br />0.5'-1 7'I1 <br />OAK MEADOW LANE <br />Past <br />Horizontal brace With Tress rod <br />may be used as on alternate <br />to a Diagonal brace <br />-Droconol brace <br />END AND CORNER <br />POS' ASS LIMLBI_ <br />F oYng depth <br />2'-6 for `cbrc less than 60" high <br />3'-0" for fabric 60"ana eve, <br />P/L P/L <br />Fabric outside 6" or as specified <br />of fence ar as shown on <br />11 1 detail plans <br />See note below) <br />w - <br />I III <br />Facility- <br />NOTE- Offset to be 2'-0" at monument locations <br />measured at right angles to R/W lines - <br />Toper to achieve offset to be at least 20' long. <br />FENCE LOCATION <br />VARIES <br />2,llfA1 2.5' <br />.._ 25' _ m t5' <br />w�� PUE <br />20' 6" AC <br />w a VARIES I VARIES <br />�i <br />2'-6.8' 1I z'-s.a' � <br />III z 9 III 6.6' <br />27 max. <br />0 <br />y a' <br />0.5'-17 <br />ANDERSON STREET I GONG <br />VARIES VARIES <br />7.5'-13.5' I 6'-106' <br />ROADSIDE DITCH l <br />TYPICAL SECTIONS <br />NOT TO SCALE <br />Brace to be •e-noved after all other <br />fence consturcfor is completed unless <br />otherwise directed by no-rg'reer. <br />Line post <br />Tension wires, -IT <br />P,C Concrete <br />10 <br />Not Tess than 3 times max. cross <br />section of post with ri of 8" <br />IS <br />Honzontal brace wit' <br />3/8" steel truss rods 8' max <br />Gate post <br />gate p�l <br />as <br />Bruce <br />CAUTION„ <br />Une Rests End, Latch & Corner Posts 9raaes <br />\ suss <br />_ <br />Round Boll (Round Roll Formed Round Ro Formed <br />(ID) H Formed OD) 1 ��• (ID) R �.r <br />�� <br />fi coil <br />less <br />'I Over <br />ads <br />bl <br />6. <br />r z 1 S 12 nra vl ]/a rz /z - d /2 x] /z z 112 a I/2 1 1 1/1 t I/z 205/18 I s/8 x1 1/a I ]H a 1/4 <br />U <br />0 121 <br />AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD <br />NO. CW -M7. <br />0 <br />18" PIPE BARREL SHALL BE CLASS IT R.C.P., OR CLASS 2 NON <br />25 <br />I <br />do <br />20' <br />'• a <br />DRAWING IF BAR DOES <br />r -.j <br />gaa, • ca� <br />y <br />I <br />y <br />x <br />8 STORN DRAIN! <br />MODIFIED <br />z <br />I <br />29 <br />ROADSIDE DITCH l <br />TYPICAL SECTIONS <br />NOT TO SCALE <br />Brace to be •e-noved after all other <br />fence consturcfor is completed unless <br />otherwise directed by no-rg'reer. <br />Line post <br />Tension wires, -IT <br />P,C Concrete <br />10 <br />Not Tess than 3 times max. cross <br />section of post with ri of 8" <br />IS <br />Honzontal brace wit' <br />3/8" steel truss rods 8' max <br />Gate post <br />gate p�l <br />as <br />'1B° STREET <br />Typical Fabric Mounting Details <br />a <br />w <br />TYPICAL <br />Bruce <br />CAUTION„ <br />Une Rests End, Latch & Corner Posts 9raaes <br />\ suss <br />_ <br />Round Boll (Round Roll Formed Round Ro Formed <br />(ID) H Formed OD) 1 ��• (ID) R �.r <br />�� <br />fi coil <br />less <br />'I Over <br />ads <br />bl <br />6. <br />r z 1 S 12 nra vl ]/a rz /z - d /2 x] /z z 112 a I/2 1 1 1/1 t I/z 205/18 I s/8 x1 1/a I ]H a 1/4 <br />m <br />o <br />0 121 <br />AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD <br />NO. CW -M7. <br />'1B° STREET <br />Typical Fabric Mounting Details <br />a <br />w <br />TYPICAL <br />MEMBER DIMENSIONSSee Notes) <br />CAUTION„ <br />Une Rests End, Latch & Corner Posts 9raaes <br />Fence <br />Height <br />_ <br />Round Boll (Round Roll Formed Round Ro Formed <br />(ID) H Formed OD) 1 ��• (ID) R �.r <br />�� <br />fi coil <br />less <br />'I Over <br />1 1/3 ' 17/8 al 5/811 7/8 11 5/8 3' ] Tor v] 1/3 0 v 1 ]/T 1 1/4 1 I/R x� 5/BI1 5/8 xl 1/4 <br />� <br />6. <br />r z 1 S 12 nra vl ]/a rz /z - d /2 x] /z z 112 a I/2 1 1 1/1 t I/z 205/18 I s/8 x1 1/a I ]H a 1/4 <br />NOTES: <br />L the above table shows examples of post ar,d brace sections which may <br />comply with the Specifications <br />Line oasts of trussed <br />max intervals <br />braced one tressed 'n 'ooih directions 2. Sections shown in the tables must also comryy with the strengkn <br />except that this bracing and trussing requirements and other provisions of the Specifications <br />moy be omitted when the fabric is <br />stretched by ecuipment 3. Other sections which comply with the strength reouirements and other <br />of the Specifications may be used on approval of the Engineer <br />-ver: eel stay 4. Options exercised shall be uniform on any one project <br />�Letcn post <br />5. Dimensions shown are nominal <br />.dgonal brace or 6. Plastic slats are required when specified on the plans <br />zobrace <br />with o� CHAIN LINK MODIFIED12 <br />�-- � IMPROVEMENT STANDAR <br />FENCE D NO_ <br />I <br />>,a COUNTY APPROVAL <br />t t �". •' aFt� I� INO. DESCRIPTION APPROVED AY I DATE <br />P.C. Concrete (III �3'-0" of gate post <br />Type CL -4=48" <br />Type CL -6=72'1 <br />PAVING OR <br />CONCRETE <br />R/W <br />A.C. <br />I <br />1 <br />PLAN <br />AC APRON W/AC DIKE <br />PLAN <br />CONCRETE COLLAR <br />MIN. <br />X. <br />12" A_. <br />�- <br />1�MiNS=n.6" FT/FT <br />6" <br />12" <br />a' <br />' e <br />CAUTION„ <br />F6 "B„ TYPICAL SECTION <br />0' <br />CONCRETE <br />m <br />o <br />0 121 <br />AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD <br />NO. CW -M7. <br />0 <br />18" PIPE BARREL SHALL BE CLASS IT R.C.P., OR CLASS 2 NON <br />-REINFORCED <br />DO NOT SCALE THIS <br />do <br />3. <br />'• a <br />DRAWING IF BAR DOES <br />r -.j <br />gaa, • ca� <br />NOT MEASURE 1 INCH. <br />PAVING OR <br />CONCRETE <br />R/W <br />A.C. <br />I <br />1 <br />PLAN <br />AC APRON W/AC DIKE <br />PLAN <br />CONCRETE COLLAR <br />MIN. <br />X. <br />12" A_. <br />�- <br />1�MiNS=n.6" FT/FT <br />6" <br />12" <br />a' <br />INLET CATCHBASIN I TUDDhIFucnlm cmeMnnen Nn f W -Til A <br />GATE PCS_ <br />,rence Gate (Nominal Wright <br />F+eTgn, Watn I LD. per cot <br />6 <br />p t {11{11 � <br />uh u 2 1/2 4.95 <br />- <br />6'_ -D'Over 6 trri, 12' 4" 10.79 <br />and Over 12 <br />less trr., 1e' 5• 4.62 <br />Over 18'to 6" 18.37 <br />4 Mor_ <br />p thru 6' 3" <br />_ 7.58 ' <br />Over <br />6' (Oveni r on, 12 �_ 14.62 QPDFESI0 <br />F <br />Q J� Z <br />OneC u 19' 6" 18.97 w on Z m <br />Over 18 �ht 8" 28.SS 6 No. 42764 a � 24 Max. ._ Dr. 3/311 06 <br />sr CIV\\. PDQ <br />NOTE: 4� OF CAV\Fa <br />Above post dimensions .,,it weights are minimums. <br />Laryer s7es may be used on approval of Engineer. <br />CLEMENTS OAKRIDGE ESTATES DRAWN BY E.S. <br />SCALE: <br />DETAILS AS NOTED <br />PREPARED IN THE BAUMBACHE& PIAllA. INC. OF <br />SHEET DE 20 <br />CIVIL ENGINEERS DATE. S-/7-0 S JOB NO. 0358 <br />323 WEST ELM STREET <br />LODI, CALIFORNIA 95240 R.C.E. NO.. 42?ll <br />DESIGN E [SIGN OF'. - FILE N0. <br />if <br />EXP DATE G-1274 <br />G-1274 <br />- -- 3- <br />F6 "B„ TYPICAL SECTION <br />NOTES <br />CONCRETE <br />Lir]. <br />GRATE <br />AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD <br />NO. CW -M7. <br />0 <br />18" PIPE BARREL SHALL BE CLASS IT R.C.P., OR CLASS 2 NON <br />-REINFORCED <br />CONCRETE PIPE AS A MINIMUM. <br />3. <br />CATCH <br />BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br />r -.j <br />CATCH <br />BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER. <br />8 STORN DRAIN! <br />MODIFIED <br />INLET CATCHBASIN I TUDDhIFucnlm cmeMnnen Nn f W -Til A <br />GATE PCS_ <br />,rence Gate (Nominal Wright <br />F+eTgn, Watn I LD. per cot <br />6 <br />p t {11{11 � <br />uh u 2 1/2 4.95 <br />- <br />6'_ -D'Over 6 trri, 12' 4" 10.79 <br />and Over 12 <br />less trr., 1e' 5• 4.62 <br />Over 18'to 6" 18.37 <br />4 Mor_ <br />p thru 6' 3" <br />_ 7.58 ' <br />Over <br />6' (Oveni r on, 12 �_ 14.62 QPDFESI0 <br />F <br />Q J� Z <br />OneC u 19' 6" 18.97 w on Z m <br />Over 18 �ht 8" 28.SS 6 No. 42764 a � 24 Max. ._ Dr. 3/311 06 <br />sr CIV\\. PDQ <br />NOTE: 4� OF CAV\Fa <br />Above post dimensions .,,it weights are minimums. <br />Laryer s7es may be used on approval of Engineer. <br />CLEMENTS OAKRIDGE ESTATES DRAWN BY E.S. <br />SCALE: <br />DETAILS AS NOTED <br />PREPARED IN THE BAUMBACHE& PIAllA. INC. OF <br />SHEET DE 20 <br />CIVIL ENGINEERS DATE. S-/7-0 S JOB NO. 0358 <br />323 WEST ELM STREET <br />LODI, CALIFORNIA 95240 R.C.E. NO.. 42?ll <br />DESIGN E [SIGN OF'. - FILE N0. <br />if <br />EXP DATE G-1274 <br />G-1274 <br />