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<br />22----
<br />20
<br />18
<br />105-
<br />14-
<br />12-
<br />10-
<br />6
<br />61412106
<br />4
<br />A.P.N.
<br />241—Y1-41
<br />EXISTING MONITORING WELL TO
<br />BE ADJUSTED TO FINISH 6RADE.
<br />S 7� 03 S 7-A
<br />4--
<br />-7 -7
<br />m \T. PP
<br />IF
<br />•
<br />PARCEL A 1"% \` \" a �� an h� \
<br />PM 5-105 FIG � i�o �v^�-
<br />• \b o
<br />1
<br />P IF
<br />A �ti � / a� Pf IF
<br />v�
<br />0 a h a° PROPOS
<br />'20. ED TOE OF SLOPE ON
<br />a FQ �., a �� IIID
<br />EXISTING GROUND. INSTALL
<br />A KEY AS REQUIRED, TYPICAL
<br />EXISTIN6 6' CHAIN LINK
<br />'L V I'
<br />�:..
<br />FENCE ALONG THE pp . 34' � v�� . ; a� v � _ a�S� � ALL AROUND POND.
<br />\ f a
<br />IF
<br />i
<br />IF
<br />I
<br />SLOPE THE TOP OF THE POND
<br />�x� ab h OTO PROVIDE FOR TfE LDRAI NA6EINED � �� a` a TOP OF POND TO BE 'Il��
<br />6'rNv.=io.oi PARC r L A
<br />12. O FST WIDE AT
<br />tA � o p� � PUMP EQUIPMENT AREA �° ,� ` ' a � a'' PROPo ED L rNm � � �, 2'' PM 12 — 1 70
<br />i7 y (EQUIPMENT BY OTHERS) • a ^ } v ELEVAT ION = 22.0 MAX.
<br />M0 �. SANITARY SE3^ER a v ��� c TYPICAL ALL AROUND a 2:1
<br />(g -�_ UIQ a STORAGE.' POND. �`t�� THE TOP OF POND. o
<br />R- W. 93 '';. \ yl p ° ��� �I I� �� F
<br />y� PP C( A 6 a- a A , b III I'� I
<br />j'_�..�000,
<br />\ �\ a ay ���� ���04
<br />/ A AA + •,
<br />IF
<br />Irk
<br />S i
<br />- •% •,_�
<br />a -
<br />\ a a
<br />\3 i ._ _____-------- \� � \�\�\ �l�y��`=1 y • ay � \�` � a`\.��a a� � �I ' � m j • \� i \\a
<br />/ ,-
<br />\ PLACE A 4" THICK LAYER
<br />OF 314" CRUSHED ROCK ON
<br />FF
<br />Ate_ 0 w a ab I� THE POND ACCESS ROAD, TYP. ,
<br />IF
<br />tib 1 • a \ a b \ ALL AROUND, I NGLUD I N6 THE
<br />vti ACCESS RAMP.
<br />o ti v vti vv
<br />� \� 48 47 y � • \� ,
<br />• \�.
<br />MATCH EXISTING GROUNDy y M' \\\0 IF
<br />a `
<br />IF
<br />AT 15' NORTH
<br />TYP.IIA— --�R�IF
<br />RI.a= EXI5TIN6 LOT LINES, IF
<br />as IIIVIIIII I \SI
<br />EI /
<br />VI
<br />46 45
<br />��� ���� ' /7j � � •. � \•yq \9, � •\T �� � ���� 9 �� na ILII I III I I h,�U \0
<br />�1� b
<br />EX
<br />. MONITORING
<br />HELL TO RE=MAIN y 10 NIS
<br />UNDISTURBED.44
<br />iz111v ---
<br />_ _b
<br />{/
<br />111114
<br />60 \� R \\� T� 43 as/� �IIiIIIi nI I \
<br />°�
<br />\ a a o ;ply
<br />7.2 \\\ \\
<br />IF IF
<br />652
<br />42PLACE 4" THICK LAYER SLv vti v Tev�� g O is ti� Q
<br />THE TOP OF THE PON17
<br />OF 3/4 "4 CRUSHED ROCK ON O. I1 TOh1ARP5 TW L I NEP BA51 IN
<br />THE POND ACCESS ROAD, TYP. TO PROVIDE FOR DRAINAGE.\`\ti°
<br />POND LINER AS REQUIRED.24
<br />IF
<br />0 \\
<br />?0 1� SEE ALL 1 ED EN61 NEER5 PLANS. 22 7 O / ll/ \\ \\ \ `' ° \�
<br />\T .
<br />-- _ \
<br />DESIGN HIGH WATER LEVEL = 20.0 20
<br />\\
<br />16 40
<br />POND VOLUMEvy/v%THE CONTRACTOR SHALL USE
<br />23.83 ACRE r1=1 / SELECTED IMPORT SOILS TO
<br />14 CONSTRUCT THE POND BERM.
<br />IMPORTEP SOILS SHALL HAVE
<br /><� A MINIWH PLASTICITY INDEX
<br />12 OF 5 WITH 20% PASSING THE
<br />200
<br />SIEVE. THE CONTRACTOR EXISTING GROUND
<br />v U)
<br />5HALL COORDINATE THE BERM
<br />� ------- `- ---- v / 10 6EOTEGHNIGAL ENGINEER A5
<br />---- ----
<br />Ai\\� /i ;�/i/��/A�/�
<br />/\\i\\i� REQUIRED.
<br />0 W
<br />�/AA/ice/AA.VA/AA/AA�.�/vA...A/AAS\/AjAA/AA/Aj�A�\Tb
<br />t��!�
<br />4
<br />TYPICAL POND
<br />S=GT I ON "ASA"-
<br />SCALE:
<br />ASA"SCALE: HORIZONTAL: 1"=40' 112 N
<br />VERTICAL: i"=4'
<br />J
<br />APPROXIMATE EARTHWORK QUANTITIES
<br />TOTAL GUT ..................... 9,731 CU. YD5.
<br />TOTAL COMPACTED FILL ..........24,200 CU. YD5.
<br />(25% COMPACTION INCLUDED)
<br />IMPORT DIRT REQUIRED .......... .14,469 GU. YDS.
<br />&RAVING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES
<br />PRIOR TO SUBMITTIN6 BIDS. ANY 0150REPANCY SHALL BE
<br />BROU6HT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />SUBMITTIN6 BIDS.
<br />BENCHMARK
<br />CITY OF MANTECA BENCHMARK NO. 71, 2"
<br />BRASS GAP LOCATED 25 FEET f NORTH
<br />OF THE NORTHEA5T CORNER OF 5EGTION
<br />1 1, TOHN5HI P 2 50UTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN, AT THE
<br />INTERSECTION OF McKINLEY AVENUE AND
<br />ORONZAN ROAD.
<br />ELEVATION = 16.703, U. S. 6. 5. DATUM
<br />GALL U5A TOLL FREE
<br />800-227-2600
<br />BEFORE PLANTING TREE -5, TRENGHIN6,
<br />D1661N6 FENCE P05T HOLES, BLASTIN6,
<br />6RAOI N6, EXCAVATI N6, DRI LLI N6, PIPE
<br />PU5HIN6, ETC., GALL UNDERGROUND
<br />SERVICE ALERT FOR UNDER6ROUND
<br />CLEARANCE.
<br />USA WILL PROVIDE INFORMATION ABOUT,
<br />OR LOCATE AND MARK UNDERGROUND
<br />FACILITIES FOR YOU..
<br />!
<br />4nv Pt, -son U •io `riis DmI,%: , I L , '._t
<br />'j
<br />Al information By mspert rig The 1,4: ('F{
<br />V -o x
<br />EXI5T1 N6 b"
<br />SEWER FORGE
<br />MAIN TO BE
<br />RELOCATED ASE
<br />S
<br />a
<br />REQUIRED.
<br />,
<br />01
<br />EXISTING MONITORING WELL TO
<br />BE ADJUSTED TO FINISH 6RADE.
<br />S 7� 03 S 7-A
<br />4--
<br />-7 -7
<br />m \T. PP
<br />IF
<br />•
<br />PARCEL A 1"% \` \" a �� an h� \
<br />PM 5-105 FIG � i�o �v^�-
<br />• \b o
<br />1
<br />P IF
<br />A �ti � / a� Pf IF
<br />v�
<br />0 a h a° PROPOS
<br />'20. ED TOE OF SLOPE ON
<br />a FQ �., a �� IIID
<br />EXISTING GROUND. INSTALL
<br />A KEY AS REQUIRED, TYPICAL
<br />EXISTIN6 6' CHAIN LINK
<br />'L V I'
<br />�:..
<br />FENCE ALONG THE pp . 34' � v�� . ; a� v � _ a�S� � ALL AROUND POND.
<br />\ f a
<br />IF
<br />i
<br />IF
<br />I
<br />SLOPE THE TOP OF THE POND
<br />�x� ab h OTO PROVIDE FOR TfE LDRAI NA6EINED � �� a` a TOP OF POND TO BE 'Il��
<br />6'rNv.=io.oi PARC r L A
<br />12. O FST WIDE AT
<br />tA � o p� � PUMP EQUIPMENT AREA �° ,� ` ' a � a'' PROPo ED L rNm � � �, 2'' PM 12 — 1 70
<br />i7 y (EQUIPMENT BY OTHERS) • a ^ } v ELEVAT ION = 22.0 MAX.
<br />M0 �. SANITARY SE3^ER a v ��� c TYPICAL ALL AROUND a 2:1
<br />(g -�_ UIQ a STORAGE.' POND. �`t�� THE TOP OF POND. o
<br />R- W. 93 '';. \ yl p ° ��� �I I� �� F
<br />y� PP C( A 6 a- a A , b III I'� I
<br />j'_�..�000,
<br />\ �\ a ay ���� ���04
<br />/ A AA + •,
<br />IF
<br />Irk
<br />S i
<br />- •% •,_�
<br />a -
<br />\ a a
<br />\3 i ._ _____-------- \� � \�\�\ �l�y��`=1 y • ay � \�` � a`\.��a a� � �I ' � m j • \� i \\a
<br />/ ,-
<br />\ PLACE A 4" THICK LAYER
<br />OF 314" CRUSHED ROCK ON
<br />FF
<br />Ate_ 0 w a ab I� THE POND ACCESS ROAD, TYP. ,
<br />IF
<br />tib 1 • a \ a b \ ALL AROUND, I NGLUD I N6 THE
<br />vti ACCESS RAMP.
<br />o ti v vti vv
<br />� \� 48 47 y � • \� ,
<br />• \�.
<br />MATCH EXISTING GROUNDy y M' \\\0 IF
<br />a `
<br />IF
<br />AT 15' NORTH
<br />TYP.IIA— --�R�IF
<br />RI.a= EXI5TIN6 LOT LINES, IF
<br />as IIIVIIIII I \SI
<br />EI /
<br />VI
<br />46 45
<br />��� ���� ' /7j � � •. � \•yq \9, � •\T �� � ���� 9 �� na ILII I III I I h,�U \0
<br />�1� b
<br />EX
<br />. MONITORING
<br />HELL TO RE=MAIN y 10 NIS
<br />UNDISTURBED.44
<br />iz111v ---
<br />_ _b
<br />{/
<br />111114
<br />60 \� R \\� T� 43 as/� �IIiIIIi nI I \
<br />°�
<br />\ a a o ;ply
<br />7.2 \\\ \\
<br />IF IF
<br />652
<br />42PLACE 4" THICK LAYER SLv vti v Tev�� g O is ti� Q
<br />THE TOP OF THE PON17
<br />OF 3/4 "4 CRUSHED ROCK ON O. I1 TOh1ARP5 TW L I NEP BA51 IN
<br />THE POND ACCESS ROAD, TYP. TO PROVIDE FOR DRAINAGE.\`\ti°
<br />POND LINER AS REQUIRED.24
<br />IF
<br />0 \\
<br />?0 1� SEE ALL 1 ED EN61 NEER5 PLANS. 22 7 O / ll/ \\ \\ \ `' ° \�
<br />\T .
<br />-- _ \
<br />DESIGN HIGH WATER LEVEL = 20.0 20
<br />\\
<br />16 40
<br />POND VOLUMEvy/v%THE CONTRACTOR SHALL USE
<br />23.83 ACRE r1=1 / SELECTED IMPORT SOILS TO
<br />14 CONSTRUCT THE POND BERM.
<br />IMPORTEP SOILS SHALL HAVE
<br /><� A MINIWH PLASTICITY INDEX
<br />12 OF 5 WITH 20% PASSING THE
<br />200
<br />SIEVE. THE CONTRACTOR EXISTING GROUND
<br />v U)
<br />5HALL COORDINATE THE BERM
<br />� ------- `- ---- v / 10 6EOTEGHNIGAL ENGINEER A5
<br />---- ----
<br />Ai\\� /i ;�/i/��/A�/�
<br />/\\i\\i� REQUIRED.
<br />0 W
<br />�/AA/ice/AA.VA/AA/AA�.�/vA...A/AAS\/AjAA/AA/Aj�A�\Tb
<br />t��!�
<br />4
<br />TYPICAL POND
<br />S=GT I ON "ASA"-
<br />SCALE:
<br />ASA"SCALE: HORIZONTAL: 1"=40' 112 N
<br />VERTICAL: i"=4'
<br />J
<br />APPROXIMATE EARTHWORK QUANTITIES
<br />TOTAL GUT ..................... 9,731 CU. YD5.
<br />TOTAL COMPACTED FILL ..........24,200 CU. YD5.
<br />(25% COMPACTION INCLUDED)
<br />IMPORT DIRT REQUIRED .......... .14,469 GU. YDS.
<br />&RAVING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES
<br />PRIOR TO SUBMITTIN6 BIDS. ANY 0150REPANCY SHALL BE
<br />BROU6HT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />SUBMITTIN6 BIDS.
<br />BENCHMARK
<br />CITY OF MANTECA BENCHMARK NO. 71, 2"
<br />BRASS GAP LOCATED 25 FEET f NORTH
<br />OF THE NORTHEA5T CORNER OF 5EGTION
<br />1 1, TOHN5HI P 2 50UTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN, AT THE
<br />INTERSECTION OF McKINLEY AVENUE AND
<br />ORONZAN ROAD.
<br />ELEVATION = 16.703, U. S. 6. 5. DATUM
<br />GALL U5A TOLL FREE
<br />800-227-2600
<br />BEFORE PLANTING TREE -5, TRENGHIN6,
<br />D1661N6 FENCE P05T HOLES, BLASTIN6,
<br />6RAOI N6, EXCAVATI N6, DRI LLI N6, PIPE
<br />PU5HIN6, ETC., GALL UNDERGROUND
<br />SERVICE ALERT FOR UNDER6ROUND
<br />CLEARANCE.
<br />USA WILL PROVIDE INFORMATION ABOUT,
<br />OR LOCATE AND MARK UNDERGROUND
<br />FACILITIES FOR YOU..
<br />!
<br />4nv Pt, -son U •io `riis DmI,%: , I L , '._t
<br />'j
<br />Al information By mspert rig The 1,4: ('F{
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<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: AU6. 16, 2CXG'
<br />SCALE: 1 —40
<br />DWG: 296L-POND5
<br />CHECKED: R.D. C.
<br />JOB a 296E -Ori
<br />SHEET
<br />OF
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