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44 <br />rJ ssr�:i' GRATE AND <br />a FRAME TO FIT <br />Burinbrae, with truss rod may be used <br />as an alternate to a diagonal brace <br />Brace ±—{.me Post <br />PC Concrete C <br />END & CORNER POST ASSEMBLY <br />2 6" for fabric less than 60 high <br />3'- 0" for fabric 60" and over <br />brace with <br />steel truss rods <br />Install 3 strands of bardbed <br />wire on angled brackets <br />10 � J <br />Not less than 3 times maxcross <br />section of post with min of 8" <br />2'-6" for fabric less than 60" high <br />3'-0" for fabric- 60" and over <br />Vertrcalsts, <br />Post hatch pose Gate Post <br />max <br />z pane <br />—Diagonal brace or <br />Hor' . Brace <br />w russ rods <br />Gate <br />mi th as speeifle <br />3'-0" at gate post <br />Type CL 6=72" L- <br />i 10' <br />IMPROVEMENT STANDARD N0. D — <br />No Scale <br />0358 GP-5dwg <br />Tension wires <br />Brace to be removed after all <br />other fence construction is <br />completed unless otherwise <br />directed bt the Engineer <br />—A. <br />10 <br />Line posts of 100 max, intervals <br />braced & trussed in both directions <br />except that this bracing & trussing <br />may be omitted when the fabric is <br />stretched by equipment <br />LINE POST FOOTINGS <br />(AII Others use full 3' cone footing) <br />(No Scale) <br />TYPIC RL MEMBER DIMENSIONS <br />Line Posts End" Latch & Corner Posts <br />(See <br />Notes) <br />Braces <br />N0. <br />Fence <br />Hei ht <br />Round 8 1 08 x d 8 <br />ID H r <br />Round <br />Roll Formed <br />_ <br />Round Roll Formed <br />IID). � H <br />11 1 4 1 1/2"x3/16" � 1 5/8"xl 1/4 1 <br />3/4x1 1/4" <br />_ <br />"x3 1 2" <br />3 12 � <br />� <br />2"x1 3 4 <br />NOTES, <br />I. The above table shows examples of post & brace sections <br />which may comply with the Specifications. <br />2- Sections shown in the tables must also comply with the strenght <br />requirements and other provisions of the Specifications. <br />3. Other sections which comply with the slrenght requirements <br />and other Specifications may be used on approval of the <br />of the Engineer. <br />4, Options exercised shall be uniform on any one project. <br />5. Dimensions shown are nominal. <br />6. Brown plastic slats are required. <br />POND SLOPE <br />6 <br />8""CLAMP-TYPE <br />(TYP) <br />e"cMP <br />TTING �6"�4"x 6" GABION ROCK <br />POND SLOPE <br />ROAD DRAIN DRAIN PIPE OUTLET <br />NOT TO SCALE NOT TO SCALE <br />NOTE: WIDTH OF ROCK MAT = 4' AT UPPER END <br />AND 6' AT LOWER END. <br />NOTES: <br />1, REFER ALSO TO IMPROVEMENT STANDARD N0. D-24, <br />2, STORAGE VOLUME CALCULATIONS. <br />PROPOSED RUNOFF VOLUME (AC FT) = 5.61 <br />EXISTING RUNOFF VOLUME (AC FT) = 4.06 <br />STORAGE VOLUME REQUIRED (ACFT)- L55 <br />3. CONSTRUCT A 6" (min.) WIDE SLURRY TRENCH WITH A "DITCH WITCH <br />OR EQUIVALENT TRENCHER, BACKFILL WITH A MINIMUM 1.5 SACK <br />CEMENT SLURRY MIX. <br />4. INSTALL ROAD DRAIN PER DETAIL, THIS SHEET. <br />5. INSTALL 8" dia. CMP DRAINAGE PIPE; TRENCH DEPTH = 24" min. <br />6. INSTALL 4"x 6" GABION ROCK AT PIPE OUTLET FOR <br />EROSION PROTECTION, SEE DETAIL, THIS SHEET. <br />U <br />2 <br />a y <br />� 6 <br />0 <br />8 3 ROADWAY 1 <br />2' <br />FG:84.50_�k �FG:83.86 2% / <br />2R <br />WS -83,5' <br />=f' /� L8" COMPACTED NATIVE <br />EX C_80.5t = TOP OF SLURRY TRENCH MATERIAL ®92R R.C. <br />�� _ SLURRY <br />83.6 <br />MATCH EX GROUND <br />AT PROPERTY LINE <br />SLURRY TRENCH <br />SEE NOTE 3, <br />EX G:8f <br />SECTION A -A <br />NOT TO SCALE <br />BASIN <br />INSTALL SLOPE PROTECTION <br />PER EROSION CONTROL PIPE DISCHARGE DETAIL ON SHEET 3 <br />SECTION B -B <br />NOT TO SCALE <br />SECTION C -C <br />NOT TO SCALE <br />U � <br />m <br />>- r <br />0 <br />a< a <br />10' <br />ROADWAY <br />1' <br />FC:84.10 FG:83 88 <br />zz <br />to Basin <br />e^ rr- <br />�LS.{,Z7iF <br />r , <br />4. <br />2'i I_ I —2 <br />TOP OF SLURRY TRENCH 8" COMPACTED NATIVE <br />ELEV.: 83.6 MATERIAL ® 92% R.C. <br />SECTIONED -D <br />CAUTION!! <br />m <br />N0. <br />DESCRIPTION <br />r <br />m <br />DO NOT SCALE THIS <br />y <br />> <br />a <br />s <br />DRAWING IF BAR DOES <br />y a <br />NOT MEASURE I INCH, <br />10' <br />ROADWAY <br />3 <br />2' <br />r <br />FG:89.26 <br />II <br />2Z <br />maX <br />8" COMPACTED NATIVE <br />MATERIAL® 92% R.C. <br />SECTION C -C <br />NOT TO SCALE <br />U � <br />m <br />>- r <br />0 <br />a< a <br />10' <br />ROADWAY <br />1' <br />FC:84.10 FG:83 88 <br />zz <br />to Basin <br />e^ rr- <br />�LS.{,Z7iF <br />r , <br />4. <br />2'i I_ I —2 <br />TOP OF SLURRY TRENCH 8" COMPACTED NATIVE <br />ELEV.: 83.6 MATERIAL ® 92% R.C. <br />SECTIONED -D <br />G_81.5± <br />MATCH EX GROUND <br />CLEMENTS OAKRIDGE ESTATES DRAWN BY 5 E.S./G.H. <br />SCALE AS NOTED <br />DRAINAGE POND _ <br />I THE OFFICE OF: SHEET OF <br />4UMBACH & PIAllA INC OB NO 3 20 <br />O <br />CIVIL ENGINEERS DATE. 6 ' 05 — 5 0358 <br />323 WEST ELN STREET R.C.E. N0.:�2764 <br />ODL CALIFORNIppy��ppW52 0 _ <br />:NE ER TH SNPY V ION OF: FILE N0. <br />EXP DATE: ;1 V 0 5 G-1274 <br />CAUTION!! <br />N0. <br />DESCRIPTION <br />DO NOT SCALE THIS <br />y <br />> <br />DRAWING IF BAR DOES <br />NOT MEASURE I INCH, <br />G_81.5± <br />MATCH EX GROUND <br />CLEMENTS OAKRIDGE ESTATES DRAWN BY 5 E.S./G.H. <br />SCALE AS NOTED <br />DRAINAGE POND _ <br />I THE OFFICE OF: SHEET OF <br />4UMBACH & PIAllA INC OB NO 3 20 <br />O <br />CIVIL ENGINEERS DATE. 6 ' 05 — 5 0358 <br />323 WEST ELN STREET R.C.E. N0.:�2764 <br />ODL CALIFORNIppy��ppW52 0 _ <br />:NE ER TH SNPY V ION OF: FILE N0. <br />EXP DATE: ;1 V 0 5 G-1274 <br />