|
EMERGENCY
<br />STORAGE POND
<br />10' BENCH
<br />EL 19.8
<br />15 .�
<br />10
<br />i
<br />I II
<br />FILTER FLOW I I L r
<br />EQUALIZATION
<br />z
<br />BASIN \0��
<br />10' BEN. \bti
<br />EL 19.8
<br />,
<br />SLUDGE POND
<br />BOTTOM
<br />EL. 10.80
<br />10' BENCH
<br />EL 19.80
<br />77�`
<br />\\ I L-- I
<br />�
<br />\bg �; "P � �
<br />``� EXISTING 6" SEWER OUTFALL
<br />FORGE MAIN " I ,
<br />EXNKTIFENGE. GRAIN I I i I
<br />-- -- -J I---- SLOPE THE TOP OF THE POND I — -- -- —
<br />I -- a --- - O. 1 ' MIN. TOWARDS THE LINED I I J L_ — — -
<br />x 1 -k �h• 0 -BASIN TO PROVIDE FOR DRAINA6E. I p 0 '
<br />k b' 0 _ -j OI—_ Vb. a
<br />p X -----------b. L" \b
<br />-
<br />`� n I-- I
<br />x x x -
<br />�' =' s X Vb
<br />X X 0 t`
<br />10
<br />\bti II X
<br />�
<br />_ II DESIGN HIGH WATER \\' I EX. 6" SNW_ sE►�Erz 9
<br />ELEVATION 14. O uNE rNv. v. 4s
<br />ON
<br />X4� ` o I 6 0' '6
<br />EX15TIN5 FENCE
<br />TO BE REMOVED.0 / \°'
<br />FUTURE WALL AS
<br />PER THE DEVELOPER
<br />ALONG LOT 45 IE
<br />PROPOSED LINED x -- �5' �� `b
<br />SEWER15TORA6E POND X s lo' A
<br />SHALL
<br />\ 0-b
<br />_THE CONTRACTOR SHALL VERTO VERIFY 77E ALL NECESSARY P TIONS 4� \
<br />EXACT LOCATION OF THE SEVER I
<br />PROTECT THE EXISTING 16.5
<br />f o e LINE PRIOR TO CONSTRUCTION, B" SANITARY SEER LINE
<br />y. BOTH HORIZONTAL AND VERTICAL. q
<br />DURING THE CONSTRUCTION �
<br />OF THIS POND. PLACE A 4" THICK LAYER
<br />OF 3/4" CRUSHED ROCK ON
<br />THE POND ACCESS 5TRIP, TYP. 46
<br />ALL AROUND. 47
<br />k\ \ p,
<br />EX. 6" SAN. 58 ER / D, 2' \h. h
<br />EXISTING 12" WATER LINE LINE, INV. =6. at
<br />\EXISTIN6 8" SEVER FORGE MAIN �, \�� h� 'h ``\ RBS b
<br />I EIRE OF SHOULDER
<br />�I I
<br />s I ¢ OF EXISTING DITCH
<br />PROPOSED 6' CHAIN k
<br />c LINK FENCE. (NOT A
<br />� PART OF THIS WORK) 1� ,
<br />- IIS/
<br />\ PROPOSED MOBILE HOME PARK
<br />\ ACCESS ROAD, SWALE AND 6' CHAIN I
<br />\ LINK FEVGIN6 AS PER THE OAKWOOD
<br />\ LAKE UNIT 4 STREET IMPROVEMENT
<br />PLANS, TYP. ( NOT A PART OF
<br />THIS WORK )
<br />a
<br />1
<br />DATE:
<br />OCT. 4, 20i J
<br />• mac'
<br />10 �
<br />1°=20'
<br />\\ Cb
<br />2961-BAS0
<br />i
<br />\ �\
<br />JOB u
<br />296L-06
<br />\\ I L-- I
<br />�
<br />\bg �; "P � �
<br />``� EXISTING 6" SEWER OUTFALL
<br />FORGE MAIN " I ,
<br />EXNKTIFENGE. GRAIN I I i I
<br />-- -- -J I---- SLOPE THE TOP OF THE POND I — -- -- —
<br />I -- a --- - O. 1 ' MIN. TOWARDS THE LINED I I J L_ — — -
<br />x 1 -k �h• 0 -BASIN TO PROVIDE FOR DRAINA6E. I p 0 '
<br />k b' 0 _ -j OI—_ Vb. a
<br />p X -----------b. L" \b
<br />-
<br />`� n I-- I
<br />x x x -
<br />�' =' s X Vb
<br />X X 0 t`
<br />10
<br />\bti II X
<br />�
<br />_ II DESIGN HIGH WATER \\' I EX. 6" SNW_ sE►�Erz 9
<br />ELEVATION 14. O uNE rNv. v. 4s
<br />ON
<br />X4� ` o I 6 0' '6
<br />EX15TIN5 FENCE
<br />TO BE REMOVED.0 / \°'
<br />FUTURE WALL AS
<br />PER THE DEVELOPER
<br />ALONG LOT 45 IE
<br />PROPOSED LINED x -- �5' �� `b
<br />SEWER15TORA6E POND X s lo' A
<br />SHALL
<br />\ 0-b
<br />_THE CONTRACTOR SHALL VERTO VERIFY 77E ALL NECESSARY P TIONS 4� \
<br />EXACT LOCATION OF THE SEVER I
<br />PROTECT THE EXISTING 16.5
<br />f o e LINE PRIOR TO CONSTRUCTION, B" SANITARY SEER LINE
<br />y. BOTH HORIZONTAL AND VERTICAL. q
<br />DURING THE CONSTRUCTION �
<br />OF THIS POND. PLACE A 4" THICK LAYER
<br />OF 3/4" CRUSHED ROCK ON
<br />THE POND ACCESS 5TRIP, TYP. 46
<br />ALL AROUND. 47
<br />k\ \ p,
<br />EX. 6" SAN. 58 ER / D, 2' \h. h
<br />EXISTING 12" WATER LINE LINE, INV. =6. at
<br />\EXISTIN6 8" SEVER FORGE MAIN �, \�� h� 'h ``\ RBS b
<br />I EIRE OF SHOULDER
<br />�I I
<br />s I ¢ OF EXISTING DITCH
<br />PROPOSED 6' CHAIN k
<br />c LINK FENCE. (NOT A
<br />� PART OF THIS WORK) 1� ,
<br />- IIS/
<br />\ PROPOSED MOBILE HOME PARK
<br />\ ACCESS ROAD, SWALE AND 6' CHAIN I
<br />\ LINK FEVGIN6 AS PER THE OAKWOOD
<br />\ LAKE UNIT 4 STREET IMPROVEMENT
<br />PLANS, TYP. ( NOT A PART OF
<br />THIS WORK )
<br />a
<br />1
<br />"`0 \ k 3'- \b \
<br />v a 15.47
<br />CP OtA
<br />X74 �• _Tqo_/4 \b FH .r!
<br />x _ _ Ca I /hh EXISTING STORM DRAIN -06 I /�
<br />K\ TO REMAIN UNDISTURBED
<br />o• 1 �
<br />5' 114y
<br />1
<br />1
<br />70
<br />APL I CELLA p
<br />COURT
<br />\0.b
<br />b I
<br />�h N
<br />\
<br />02
<br />15.90
<br />\ \ \ — — — —
<br />-
<br />24
<br />22
<br />PROPO502 6' CHAIN LINK---
<br />PENCEAS PER THE STREET
<br />20 -IMPROVEMENT PLANS. (NOT—
<br />A PART OF THIS WORK)
<br />16
<br />14
<br />10
<br />BENCHMARK
<br />GI TY OF MANTECA BENCHMARK NO. 71, 2" Z
<br />BRASS GAP LOCATED 25 FEET t NORTH 0
<br />OF THE NORTHEAST CORNER OF SECTION d
<br />1 1, TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT PIABLO MERIDIAN, AT THE w
<br />INTERSECTION OF MGKINLEY AVENUE AND
<br />BRONZAN ROAD. LU
<br />ELEVATION = 16.703, U.5.6.5. DATUM
<br />N a
<br />�I o
<br />1 �a
<br />GALL USA TOLL FREE �,
<br />Q V �,
<br />800-227-2600 M
<br />w W Z C Ln 'Lon
<br />Q BEFORE PLANTIN6 TREES, TRENCHIN6, > r
<br />v DI66IN6 FENCE P05T HOLES, SLASTIN6, • o � °' o
<br />Ul 6RAD1 N6, EXGAVATI N6, DRI LL I N6, PIPE V "
<br />PUSHIN6, ETC., GALL UNDERGROUND C o z
<br />SERVICE ALERT FOR UNDERGROUND ..,� Z o
<br />CLEARANCE. U W W = J
<br />USA WILL PROVIDE INFORMATION ABOUT, uai
<br />OR LOCATE AND MARK UNDERGROUND O O1 p M
<br />W
<br />FAG I L I TI ES FOR YOU. /� Z c_ o f p
<br />V) 1 ��^
<br />V1 C7 �0o
<br />W v a
<br />APPROXIMATE EARTHWORK QUANTITIES
<br />TOTAL GUT ..................... 2,472 GU. YDS.
<br />TOTAL COMPACTED FILL .......... I10 GU. YDS.
<br />(25% COMPACTION INCLUDED)
<br />EXCE-55 DIRT ................... 2,362 CU. YDS.
<br />GRADING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES
<br />PRIOR TO 5UBMITTIN6 BIDS. ANY DISCREPANCY SHALL BE
<br />BR0U6HT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />5UBMITTIN6 BIDS.
<br />EROS I ON CONTROL
<br />THE CONTRACTOR SHALL IMPLEMENT THE EROSION CONTROL
<br />MEASURES AS SHOWN ON 5HE-_5 25 AND 26 OF THE APPROVED
<br />STREET IMPROVEMENT PLANS FOR THE OAKWOOD LAKE SUBDIVISION
<br />UNIT 4, TRACT, NO. 3477, DURIN6 THE 6RADIN6 OF THE
<br />SEWER STORA6E POND AS SHOWN ON THESE PLANS.
<br />RECORD DRAWING
<br />Corrections By
<br />No Changes By
<br />Date-;/1Z/20oB
<br />Any Person Using This Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />PLACE A 4" THICK LAYER OF
<br />3/4" CRUSHED ROCK ON THE
<br />POND ACCESS STRIP, TYP.
<br />FUTURE WALL TO BE IN5TALLf57
<br />SLOPE THE TOP OF THE POND BY THE DEVELOPER.
<br />0.1' MIN. TOWARDS THE LINED
<br />BASIN TO PROVIDE FOR DRAINAGE.
<br />EXISTIN6 6ROUND
<br />DE516N HI6H WATER LEVEL 14.0
<br />POND VOLUME
<br />1 .02 ACRE—FEET
<br />PROPOSED MOBILE HOME PARK
<br />ACZE-55 ROAD AND 5WALE'A5 PER
<br />b THE OAKWOOD LAKE UNIT 4 STREET
<br />IMPROVEMENT PLANS, TYP. (NOT
<br />A PART OF THIS WORK)
<br />A
<br />LINER (BY OTHERS)
<br />TYPICAL
<br />POND SECT I ON
<br />SCALE: HORIZONTAL: I"=20'
<br />VERTICAL: 1"=4'
<br />EXISTING 8" SANITARY
<br />5EWER LINE TO REMAIN
<br />UNDISTURBED.
<br />24
<br />22
<br />20
<br />16
<br />16
<br />14
<br />12
<br />10
<br />8
<br />6
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: M. E
<br />DATE:
<br />OCT. 4, 20i J
<br />• mac'
<br />10 �
<br />1°=20'
<br />\\ Cb
<br />2961-BAS0
<br />DWG:
<br />\ �\
<br />"`0 \ k 3'- \b \
<br />v a 15.47
<br />CP OtA
<br />X74 �• _Tqo_/4 \b FH .r!
<br />x _ _ Ca I /hh EXISTING STORM DRAIN -06 I /�
<br />K\ TO REMAIN UNDISTURBED
<br />o• 1 �
<br />5' 114y
<br />1
<br />1
<br />70
<br />APL I CELLA p
<br />COURT
<br />\0.b
<br />b I
<br />�h N
<br />\
<br />02
<br />15.90
<br />\ \ \ — — — —
<br />-
<br />24
<br />22
<br />PROPO502 6' CHAIN LINK---
<br />PENCEAS PER THE STREET
<br />20 -IMPROVEMENT PLANS. (NOT—
<br />A PART OF THIS WORK)
<br />16
<br />14
<br />10
<br />BENCHMARK
<br />GI TY OF MANTECA BENCHMARK NO. 71, 2" Z
<br />BRASS GAP LOCATED 25 FEET t NORTH 0
<br />OF THE NORTHEAST CORNER OF SECTION d
<br />1 1, TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT PIABLO MERIDIAN, AT THE w
<br />INTERSECTION OF MGKINLEY AVENUE AND
<br />BRONZAN ROAD. LU
<br />ELEVATION = 16.703, U.5.6.5. DATUM
<br />N a
<br />�I o
<br />1 �a
<br />GALL USA TOLL FREE �,
<br />Q V �,
<br />800-227-2600 M
<br />w W Z C Ln 'Lon
<br />Q BEFORE PLANTIN6 TREES, TRENCHIN6, > r
<br />v DI66IN6 FENCE P05T HOLES, SLASTIN6, • o � °' o
<br />Ul 6RAD1 N6, EXGAVATI N6, DRI LL I N6, PIPE V "
<br />PUSHIN6, ETC., GALL UNDERGROUND C o z
<br />SERVICE ALERT FOR UNDERGROUND ..,� Z o
<br />CLEARANCE. U W W = J
<br />USA WILL PROVIDE INFORMATION ABOUT, uai
<br />OR LOCATE AND MARK UNDERGROUND O O1 p M
<br />W
<br />FAG I L I TI ES FOR YOU. /� Z c_ o f p
<br />V) 1 ��^
<br />V1 C7 �0o
<br />W v a
<br />APPROXIMATE EARTHWORK QUANTITIES
<br />TOTAL GUT ..................... 2,472 GU. YDS.
<br />TOTAL COMPACTED FILL .......... I10 GU. YDS.
<br />(25% COMPACTION INCLUDED)
<br />EXCE-55 DIRT ................... 2,362 CU. YDS.
<br />GRADING NOTE
<br />THE CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES
<br />PRIOR TO 5UBMITTIN6 BIDS. ANY DISCREPANCY SHALL BE
<br />BR0U6HT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />5UBMITTIN6 BIDS.
<br />EROS I ON CONTROL
<br />THE CONTRACTOR SHALL IMPLEMENT THE EROSION CONTROL
<br />MEASURES AS SHOWN ON 5HE-_5 25 AND 26 OF THE APPROVED
<br />STREET IMPROVEMENT PLANS FOR THE OAKWOOD LAKE SUBDIVISION
<br />UNIT 4, TRACT, NO. 3477, DURIN6 THE 6RADIN6 OF THE
<br />SEWER STORA6E POND AS SHOWN ON THESE PLANS.
<br />RECORD DRAWING
<br />Corrections By
<br />No Changes By
<br />Date-;/1Z/20oB
<br />Any Person Using This Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />PLACE A 4" THICK LAYER OF
<br />3/4" CRUSHED ROCK ON THE
<br />POND ACCESS STRIP, TYP.
<br />FUTURE WALL TO BE IN5TALLf57
<br />SLOPE THE TOP OF THE POND BY THE DEVELOPER.
<br />0.1' MIN. TOWARDS THE LINED
<br />BASIN TO PROVIDE FOR DRAINAGE.
<br />EXISTIN6 6ROUND
<br />DE516N HI6H WATER LEVEL 14.0
<br />POND VOLUME
<br />1 .02 ACRE—FEET
<br />PROPOSED MOBILE HOME PARK
<br />ACZE-55 ROAD AND 5WALE'A5 PER
<br />b THE OAKWOOD LAKE UNIT 4 STREET
<br />IMPROVEMENT PLANS, TYP. (NOT
<br />A PART OF THIS WORK)
<br />A
<br />LINER (BY OTHERS)
<br />TYPICAL
<br />POND SECT I ON
<br />SCALE: HORIZONTAL: I"=20'
<br />VERTICAL: 1"=4'
<br />EXISTING 8" SANITARY
<br />5EWER LINE TO REMAIN
<br />UNDISTURBED.
<br />24
<br />22
<br />20
<br />16
<br />16
<br />14
<br />12
<br />10
<br />8
<br />6
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />No.61619
<br />Exp. 6-30-07
<br />DRAWN BY: M. E
<br />DATE:
<br />OCT. 4, 20i J
<br />SCALE:
<br />1°=20'
<br />2961-BAS0
<br />DWG:
<br />CHECKED: K. N.
<br />JOB u
<br />296L-06
<br />SHEET
<br />OF
<br />
|