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RELOCATED E. V.A.
<br />PAVEMENT ( NOT A
<br />PART OF THIS WORK)
<br />SLOPE VARIES
<br />3' SHOULDER 3' MIN.
<br />5=.02
<br />µo �7?�
<br />POND SIDE 6RADINti pe
<br />6 _5
<br />AT 2:1 AS PER THE
<br />PLAN. �,n
<br />0
<br />S�
<br />A
<br />6RADE ROADSIDE SHOULDER AND C9ti
<br />SHALE AS SHOWN TO DIRECT RUNOFF
<br />TO DRAINA6E POINTS AS PER PLAN
<br />ROADSIDE SHOULDER AND SHALE
<br />SECT I ON
<br />NO SCALE
<br />\ab
<br />�� ��b
<br />9to
<br />Rpp
<br />XAO
<br />NI, a'� a
<br />V1_Ip �lP�` �/ \a��„` //FSy�t�{ik�(
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<br />SS�N'r,
<br />et1 Mp e- oR'+
<br />�bt ''bJD
<br />fva M� 10.
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<br />A„
<br />Ap � � � INSTALL 54 L . F. � 12
<br />0 ��
<br />GLASS IV R. G. P. AT 5 005 —
<br />�• v� a5 / i ��� �.1NN 0 0
<br />INSTALL FLARED END SECTIONS �®
<br />AT EACH END.
<br />%
<br />/ b
<br />e LIMITS OF REMOVAL 0 0 f
<br />OF EX. E. V. A. 4 p� /�.•� VA • vti �� � yo'` 12' INV. =14.23 � •
<br />�6RADE A ROADSIDE SHOULDER o a3'b `N1-
<br />AND SHALE AS PER DETAIL B
<br />a -ABOVE, AS REQ'D. TO DIRECT
<br />RONOFF TO THE NEW 12” R.G.P. � / �� � v`�• N m
<br />CULVERT
<br />_ � � /, Qi ; � •s Ory. •\\ ,- o � �� / ^o•
<br />151
<br />.Vb� V A�. � 1 � l i GQ O � •VA-
<br />0
<br />2' PV6
<br />CONSTRUCT A DRAINA6E SHALE
<br />/ FROM THE 12” R.C.P. TO THE
<br />//' \ p' j°/ •�' THE LAKE, AS SHOWN. RIPRAP
<br />- ' 3 v / / / THE DRAINA6E
<br />ASHALE AS REQUIRED
<br />TO PREVENT EROSION.
<br />( PLACE A 4„ THICK LAYER—
<br />Of=
<br />AYEROF 3/4” CRUSHED ROCK ON- 1 3 I
<br />THE POND ACCESS ROAD, TYP.,/ i
<br />v ALL AROUND, I NGC�LUDI N6 THE ACCESS RAMP. ��"
<br />\ 0
<br />SLOPE THE TOP OF THE POND2, a a-- LAKE
<br />O. 1' TOIVARD5 THE LINED BA51N�-' ��-
<br />i TO PROVIDE FOR DRAINA6E.;"3 _ I
<br />2.5:1
<br />TOP OF BERM SHALL BE 12.0/ �5 b
<br />t b FEET WIDE, TYP.
<br />\ti- l r l l• B /2.0' 67.3'
<br />m 24
<br />1
<br />I
<br />22
<br />PROPOSED L I NE7 i
<br />SEWER STORA6E POND.
<br />6RADE A ROADSIDE SHOULDER vb. \ \
<br />AND SHALE AS PER DETA I L B
<br />ABOVE, AS REQ' D. TO DIRECT
<br />RONOFF TO THE NEH 12" R.G.P.
<br />CULVERT.
<br />PROPOSED EMER6ENCY ACCESS LANE, \ `L r \ / \
<br />WATER LINE AND SEWER FORGE MAINS g� V � o LJGY '��>>� '�ij✓Y:
<br />\ 1 h
<br />AS PER THE EMERGENCY ACCESS AND VEHI GLE
<br />b \ \.\ \,\ ! \ a \ I b 12
<br />UTILITIES RELOCATIONS ADDENDUM
<br />FOR THE OAKNOOD LAKE SUBDIVISION
<br />OFF-SITE HATER AND EMER6ENCY 10
<br />ACCESS PLANS. (NOTA PART OF Ij jai
<br />THIS WORK) \ b ��� 0o I
<br />b• \,n5°
<br />vb � C \ B' 12.0' � 72. 1'
<br />SNGHMARK� 4
<br />� vb �PH\ �ry \
<br />CITY OF MANTECA BENCHMARK NO. 71, 2"
<br />BRA55 GAP LOCATED 25 FEET t NORTH �`� \ 2: I \ V ��_ 1 a 2
<br />OF THE NORTHEAST CORNER OF SECTION
<br />1 1, TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN, AT THE vb " v ,` n �� 0 p a /"% V �. O
<br />INTERSECTION OF McK I NLEY AVENUE AND V va� � y �V • U / a
<br />13RONZAN ROAD. ,
<br />ELEVATION = 16.703, U. S.6.5. DATUM ba �A �: �. o0. -2
<br />I n
<br />� VJ. •\ 0. 10
<br />\I \ \A ° � �
<br />A \ ® .
<br />\L \0011
<br />i Tr
<br />f
<br />GALL U5A TOLL FREE �I e
<br />a y I vb _ ,\ '�'b'
<br />800-227-2600 _ _
<br />BEFORE PLANTING TREES, TRENCHI N6, EXI5TI N6 NELL I G \ \p� k 3 ( /' h a u X FROM CONSTRUCT A DRAINA6E SHALE
<br />DI66I NG FENCE POST HOLES, BLASTING, TO BE REMOVED OR RELOCATED I \ \ \ \� 'X , TH� THE ROADSIDE SHALE TO
<br />s THE LAKE, AS SHOWN. RIPRAP
<br />GRADING, EXCAVATING, DRILLING, PIPE AS REWIRED.-`
<br />PUSHI N6, ETC. , GALL UNDERGROUND THE DRAINA6E SHALE AS REQUIRED ti � � y_ n '; i�� TO PREVENT EROSION. ;
<br />SERVICE ALERT FOR UNDER6ROUND EXISTING STORM DRAIN CULVERT 9
<br />US HILLCLEARANPROVIDE INFORMATION ABOUT E. TO BE REMOVED. OF w� OF EX OF REMOVAL SHALL LOCATE
<br />THE EXI5TIN6
<br />OR LOCATE AND MARK UNDERGROUND
<br />0 CONSTRUCTION TER LINE PRIOR
<br />AND DETERMINE
<br />\�
<br />FACILITIES FOR YOU. \ I t HITH THE O.L.W.D. PERSONNEL IF
<br />MODIFICATIONS ARE REQUIRED.
<br />EXISTING � 1
<br />MOBILE HOME PARK 1 /
<br />APPROXIMATE EARTHWORK QUANTITIES
<br />TOTAL GUT .....................12,522 CU. YDS.
<br />TOTAL COMPACTED FILL ..........48,649 CU. YDS.
<br />(25% COMPACTION INCLUDED)
<br />IMPORT DIRT REQUIRED ........... 36,177 CU. YDS.
<br />GRADING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES
<br />PRIOR TO SUBMITTIN6 BIDS. ANY DISCREPANCY SHALL BE
<br />BROU6HT TO THE ATTENTION OF THE EN6INEER PRIOR TO
<br />5UBMITTIN6 BIDS.
<br />PLACE A 4" THICK LAYER
<br />OF 3/4" CRUSHED ROCK ON
<br />THE POND ACCESS ROAD, TYP.
<br />POND L I NER (BY OTHERS) —
<br />DE -516N HIGH HATER LEVEL = 20.0
<br />POND VOLUME
<br />26.66 ACRE-FEET
<br />EXI STI N6 GROUND
<br />TYPICAL
<br />PONO SECT I ON
<br />SCALE: HORIZONTAL: 1"=40'
<br />VERTICAL: I"=4'
<br />tiry
<br />a
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<br />Ln
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<br />0
<br />0
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<br />�/j
<br />i• n�ip�
<br />V1fo
<br />Z
<br />W v) a
<br />Q
<br />O
<br />1'TOWARD5 THE LINED BASH
<br />THE TOP OF THE P
<br />O. I
<br />TO PROVIDE FOR DRAINA6E. V Z V
<br />24
<br />ti
<br />22 p- A
<br />:THE CONTRACTOR SHALL USE
<br />SELECTED IMPORT SOILS TO m A 1
<br />CONSTRUCT THE POND BERM. 20 0
<br />IMPORTED SOILS SHALL HAVE
<br />A MINIMUM PLASTICITY INDEX
<br />OF 5 WITH 20% PA551N6 THE 18 F-
<br />200 SIEVE. THE CONTRACTOR Z l!1
<br />SHALL COORDINATE THE BERM
<br />WORK W I T1 1 THE SITE 16W_ V
<br />i f3 6EOTECHNIGAL ENGINEER AS V "` w
<br />REQUIRED.
<br />\ _ 14 O J
<br />\ 12 U1(�Z
<br />10 Q
<br />6 'Q N
<br />PLACE LAKE EV6E SLOPE
<br />PROTECTION AS REQ'D.
<br />�
<br />2
<br />0
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />for -2
<br />�pFESS/
<br />No.61619
<br />_6 Exp.630-07
<br />CIVIL avQ
<br />CF CAl1
<br />j
<br />R E C 0 D® R /�,l�V i I- %J G'
<br />Corre�aior,s By
<br />No Changes Bv-
<br />Date 3/12/?�,E3
<br />Any Person Using This Drawing Should Verity
<br />All information By inspecting The Site Of Work
<br />Z
<br />DRAWN BY: M. E
<br />DATE: XT. 4, 2"
<br />SCALE: 1 —40
<br />DWG: 246L-BASE2
<br />CHECKED: K. M.
<br />joe n 2,46L-06
<br />SHEET 5
<br />OF 45
<br />
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