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EXISTING A. C. 3' SHOULDER 3' MIN. POND SIDE 6RADIN6
<br />AT 2:1 AS PER THE /
<br />PAVEMENT PLAN. 00
<br />SLOPE VARIES \_
<br />N 5=.02
<br />3��
<br />0 to
<br />GRADE ROADSIDE SHOULDER AND 9 L-
<br />SWALE AS SHOWN TO DIRECT RUNOFF<2ti G �p,1 001f
<br />TO DRAINAGE POINTS A5 PER PLAN I P
<br />�
<br />P p,G1�. / �p/
<br />ROADSIDE SHOULDER AND O ALE ON �/ /� / GW
<br />SGT I ON 5 SNI / / /j
<br />No SCALE /"10 / // � /�61 \\ x:11 ��/ i 1 % \\\ � \\\
<br />GRADE A ROADSIDE SHOULDER JS
<br />/ �� / d
<br />AND SWALE AS PER DETAIL B // y,Oie /� \hQ \ryb MATCH THE EXISTIN6 6ROUND AT
<br />ABOVE, AS REO' D. TO R.
<br />REGI / ttr16 E� g 11. \ 0 10.0' WEST OF THE PROPERTY LI NE. \\\ L \\
<br />RUNOFF TO THE 2 R.G. P. N
<br />CULVERT. / t _ / tip
<br />�� 0 GRADE A DRAINAGE SHALE TO
<br />600 CONVEY SHiO O THE ROADSIDE
<br />k a k0 5WALE, AS \\\ \\\
<br />/ra Ll� F5 // �// o ; \ p \ �3 �\ p
<br />1 1 7 115 \\\ \\\
<br />/ /W"V
<br />FF � / ty� {qtr, ,1• Y`Pvc/ X11 ^� - �lr"'PpNp • a \ iso ° � lk
<br />le �o �� '��� �-- A� h�'•b •\,a 114 \\\
<br />b \\\
<br />INSTALL 18 L.F. 12 "
<br />N
<br />3
<br />/CLASS IV R.G.P. AT 5=.0055
<br />IN5TALL FLARED END SECTIONS �1��
<br />/ AT EACH END, TYPICAL. /� 8:12 7:� �yc� 1� / �k ss L
<br />12" AT S END, INV =10 0 -13 p' /i - / l�N�t>•♦ ,x° �• 0` � � q u.•,
<br />0 d� 1 \2• \N� -�
<br />SLOPE THE TOP of THE POND
<br />O. i' TOWARDS THE LINED BASIN
<br />7!\ - TO PROVIDE FOR DRAI NA6E.
<br />0 TOP OF BERM SHALL BE 12.0
<br />7t\ 0, _- a FEET WIDE, TYP.
<br />0 vk v� � PLACE A 4" THICK LAYER
<br />OF 3/4 " CRUSHED ROCK ON RECORD DRAWING
<br />_
<br />� k�� % �� l �� `� �� �� / 6 �/ �' A08'A ALL AROUND, THE Corrections By
<br />°p /i `O �� / % ,' \ yp / k No C
<br />ACCESS RAMP. t: Y
<br />an es Ei
<br />All Date_ liCb9
<br />CONSTRUCT A DRAINAGE SWALE_ . \t An
<br />A Qqp \ FROM THE 12" R. G P. TO THE / All;
<br />y Person Using This Drawing Should Verify
<br />FOND 2 -2:, --� 4 -
<br />(BY SEPARATE PLAN)
<br />KAx. �
<br />h \\ II —
<br />' '33••B 12.0' 67.3'_. 1
<br />o -
<br />w � / 3 • '� I
<br />� hb
<br />rq � yS I
<br />I
<br />� � I
<br />= I
<br />q I
<br />w1
<br />A\� \ � \ \ � A,
<br />\ THE LAKE, AS 50aW. RIPRAP-�\
<br />THE DRAINAGE _WALE AS REQUIRED
<br />o^ TO PREVENT EROSION/ b,b
<br />APPROXIMATE EARTHWORK QUAN7I7IE5
<br />TOTAL OUT ..................... 4,6413 CU. YDS.
<br />TOTAL COMPACTED FILL .......... 2,436 CU. YD5.
<br />(25% COMPACTION INCLUDED)
<br />EXGE55 DIRT ................... 2,455 CU. YDS.
<br />GRADING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIE5
<br />PRIOR TO SUBMITTING BIDS. ANY 9156REPANGY SHALL BE
<br />BROU6HT TO THE ATTENTION OF THE EN6INEER PRIOR TO
<br />SUBMITTIN6 BIDS.
<br />LAKE
<br />v
<br />14
<br />SENGHMARK 12
<br />CITY OF MANTECA BENCHMARK NO. 71, 2" 10
<br />BRA35 GAP LOCATED 25 FEET f NORTH
<br />OF THE NORTHEAST CORNER OF SECTION
<br />II, TOWNSHIP 2 SOUTH, RANGE 6 EAST, 8
<br />MOUNT DIABLO MERIDIAN, AT THE
<br />INTERSECTION OF MOKINLEY AVENUE AND
<br />BRONZAN ROAD.
<br />ELEVATION = 16.703, U.5.6.5. DATUM 6
<br />4
<br />2
<br />GALL U5A TOLL FFEE Q
<br />800-227-2600 -2
<br />BEFORE PLANTIN6 TREES,
<br />TRENCHING,
<br />DI66IN6 FENCE P05T HOLES,
<br />BLA5TIN6,
<br />6RADI N6, EXCAVATI N6, DRI LL I N6, PIPE -4
<br />PUSHIN6, ETC., GALL
<br />UNDER6ROUND
<br />SERVICE ALERT FOR
<br />UNDER6ROUND
<br />CLEARANCE.
<br />-6
<br />USA WILL PROVIDE INFORMATION ABOUT,
<br />OR LOCATE AND MARK
<br />UNDERGROUND
<br />FACILITIES FOR YOU.
<br />-B
<br />PLACE A 4" THICK LAYER
<br />OF 3/4" CRUSHED ROCK ON
<br />THE POND ACCE55 ROAD, TYP.
<br />2: 1 MAX. -
<br />EXI5TIN6 EMER6ENCY
<br />VEHICLE ACCESSWAY
<br />1n ormation By inspecting The Site Of Work
<br />POND LINER (BY OTHERS)
<br />DE516N H16H WATER LEVEL
<br />= 13.0
<br />4
<br />PLACE LAKE EASE SLOPE
<br />PROTECTION AS REQ' D.
<br />2
<br />EXI STI N6 GROUND ---�
<br />- -- - \ 0
<br />\� -2
<br />\� -4
<br />TYPICAL
<br />POND SECT 1 ON
<br />SCALE: HORIZONTAL: 1"=40'
<br />VERTICAL: 1"=4'
<br />C
<br />W
<br />'00
<br />L
<br />THE CONTRACTOR SHALL USE
<br />r0
<br />T
<br />'�
<br />SELECTED IMPORT SOILS TO
<br />vio v
<br />> inON C
<br />CONSTRUCT THE POND BERM.
<br />12
<br />POND
<br />VOLUME
<br />MIN SOILS SHALLH AVE
<br />}Zv
<br />;%
<br />A TY INDEX
<br />3 45 ACRE
<br />FEET
<br />OF 5 WI TH 20% PA551 N6 THE
<br />10
<br />200 SIEVE. THE CONTRACTOR
<br />=g(g)
<br />XI
<br />SHALL COORDINATE THE BERM
<br />W (+1
<br />Z
<br />WORK W I TH THE: 51 TE
<br />6
<br />6EOTEGHNICAL ENGINEER AS
<br />oo�
<br />v1C7��0o
<br />REQUIRED.
<br />4
<br />PLACE LAKE EASE SLOPE
<br />PROTECTION AS REQ' D.
<br />2
<br />EXI STI N6 GROUND ---�
<br />- -- - \ 0
<br />\� -2
<br />\� -4
<br />TYPICAL
<br />POND SECT 1 ON
<br />SCALE: HORIZONTAL: 1"=40'
<br />VERTICAL: 1"=4'
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: KEVIN
<br />DATE: OCT. 9, 2006
<br />SCALE: 1 "=40,
<br />DWG: 246L-BA5E4
<br />CHECKED: K. W.
<br />JOB n 296L -O6
<br />SHEET 5
<br />OF
<br />C
<br />W
<br />'00
<br />L
<br />C
<br />r0
<br />T
<br />'�
<br />fp
<br />vio v
<br />> inON C
<br />Cn
<br />Q N
<br />Z
<br />C
<br />}Zv
<br />U
<br />W
<br />O�
<br />=g(g)
<br />W (+1
<br />Z
<br />oo�
<br />v1C7��0o
<br />Z
<br />W
<br />u
<br />a
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: KEVIN
<br />DATE: OCT. 9, 2006
<br />SCALE: 1 "=40,
<br />DWG: 246L-BA5E4
<br />CHECKED: K. W.
<br />JOB n 296L -O6
<br />SHEET 5
<br />OF
<br />
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