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<br />TEMPORARY ACCESS LOCATION
<br />(SEE NOTES AND DETAIL, THIS SHEET)
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<br />/0" Stat 16;e
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<br />RECORD DRAWING
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<br />STORM DRAIN POND DETAIL
<br />.5CgLE: /"=90'
<br />APPROVED BY THE SAN JOAQUIN COUNTY
<br />DIRECTOR OF PUBLIC WORKS.
<br />BY: DATE:
<br />10" aIA. P/iE
<br />GRATE
<br />(sce /bbrn5 ee,'ow.
<br />2/" o14- awLc'
<br />TRASH RACK
<br />lSer oL obi/)
<br />46
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<br />STORM DRAIN POND NOTES:
<br />1) Install a 6' high chain-link fence with redwood slats
<br />around the perimeter of tie pond, excluding the sides with
<br />the masonry wall.
<br />2) Install an 18' double gate in the fence as shown.
<br />3) Side slopes shall be 5:1 maximum.
<br />4) Grade bottom of pond to drain.
<br />5) High water elevation = 13.3
<br />Pond bottom elevation = 9.7
<br />Groundwater elevation = 4.7, more or less
<br />Pond capacity = /.95 Ac. Ft.
<br />= 84, 7eO c.F
<br />bzs/v// 6' high dawn /M�k
<br />!eJar rvi/h iL�ezd s
<br />p• and 4'rvide gcrlro
<br />Wo/ o 7x1_1- glen a"vePA$?y
<br />75171- µylve, eMh5Lvr, orad
<br />may, ;*-dP/cC.
<br />8"1i""T
<br />/W awav /f
<br />fMr`b( 499 Aobks)
<br />n (-
<br />BLOW—UP DETAIL
<br />No 3M27'
<br />5' 6' WALL
<br />/o
<br />Ail/ „ E//&o 5•�
<br />REt�/SEO SEcr/cry A -A -
<br />A/O 6"'Lc
<br />M/SCELL44NEOl�S
<br />DETA/LS
<br />TEMPORARY ACCESS
<br />1) IF THE 'O' STREET EXTENSION TO HARLAN ROAD IS NOT
<br />POSSIBLE, THE TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED
<br />ACCORDING TO THE DETAIL SHOWN, AND THE CONSTRUCTION NOTES
<br />BELOW.
<br />2) AT WHICH TIME 'O' STREET IS EXTENDED TO HARLAN ROAD,
<br />THE TEMPORARY ACCESS ROAD SHALL BE ABANDONED AND REVERT
<br />BACK TO A BUILDABLE LOT.
<br />TEMPORARY ACCESS CONSTRUCTION NOTES
<br />'O' STREET:
<br />1) INSTALL 60 L.F. OF TYPE 'A' BARRICADE AT STATION
<br />3+71.46 PER SAN JOAQUIN COUNTY STANDARD DRAWING A-9.
<br />2) INSTALL TEMPORARY BLOW -OFF AT STATION 3+71.46 PER
<br />LATHROP COUNTY WATER DISTRICT STANDARD DRAWING W-4.
<br />3) INSTALL TEMPORARY LAMPHOLE AT STATION 3+71.46 PER
<br />LATHROP COUNTY WATER DISTRICT STANDARD DRAWING S-1.
<br />SHALLOW LANE:
<br />1) INCREASE THE WATER PIPE SIZE FROM 6" TO 8".
<br />CAMELBACK DRIVE:
<br />1) INCREASE THE WATER PIPE SIZE FROM 6" TO 8".
<br />SEDONA LANE:
<br />1) SEE NEW WATER PIPE AND VALVE LOCATIONS IN THE DETAIL.
<br />2) RELOCATE ELECTROLIER TO LOCATION SHOWN ON DETAIL.
<br />ACCESS -WAY (SEE DETAIL):
<br />1) INSTALL STREET NAME SIGN, "STOP" SIGN, AND "STOP"
<br />STRIPING, AS SHOWN.
<br />2) INSTALL 6" VERTICAL EXTRUDED CONCRETE CURB AS SHOWN.
<br />3) INSTALL 32' WIDE PAVEMENT (0.29' A.C. & 0.42' A.B.) AS
<br />SHOWN.
<br />4) INSTALL HEADERBOARD AT FUTURE E.P. LINES AS SHOWN.
<br />5) INSTALL 8" WATER LINE THROUGH TO HARLAN ROAD AS SHOWN.
<br />TUMBLEWEED PARK
<br />LAMROP, CALIFORNIA
<br />5LY L. C. WD. S/o! Orwy. /UO.
<br />file hydros/• /Ocofson.
<br />Chncsty C -t75 Ya/L•e 6Ew
<br />BreOk off F axrtines:on cove.- rraai•,Eed
<br />�- Jdnt
<br />"WA 72W", cw dv&tg/.
<br />L
<br />b"
<br />e .see e.. C.wD'.W. 0,-nv.
<br />• a Ab A46 7'a- 7^'Zt t
<br />rifcoAib 40
<br />Adap
<br />a%-- AWW'4 a ed GATE VAI -Hr: ,V"11 A-, Mueller A -e300-6
<br />yt9rco7rv// -P%t" d�We/5, /- J or el�u�/ me ,/79 AWWA C-500-61
<br />quf/et. All nvA/ Y'5 s`o have Nafl.
<br />57d /hiraefs. Fire /lydront Sl"11 !x R,6— CECr4f!5: 11ASA7// b/cC ,a9t�ixnf
<br />Wet f.»rir/ type. 4r�" 00he7' ,5 71/ /LVV// rd by f Fire
<br />fvice dpi 1/y ft�wora !%.SsS ?L O/S�`riCt
<br />F/RE HYDRANT AND VALVE DETA/L
<br />No sco e
<br />CAL—LOK MASONRY W_4LL SYSTEM
<br />- Typfvsl Irs[{ s!"v �ffsn
<br />�Z"O/A.
<br />WEEP.4fOLE
<br />3'- O
<br />(54UA.PE)
<br />POND INLET STRUCTURE
<br />r,0RC-CA6;' L0/V0PETE)
<br />INLET STRUCTURE NOTES:
<br />VALVE SYSTEM NOTES:
<br />1) Inlet structure to be pre -cast with concrete having
<br />a
<br />1) INSTALL 10" STANDPIPE AS SHOWN. STANDPIPE SHALL BE
<br />minimum compressive strength of 3,000 psi at 28 days.
<br />PAINTED OLIVE DRAB AND SHALL HAVE A GALVANIZED WIRE MESH
<br />COVER. TOP OF STANDPIPE SHALL BE 610" ABOVE GROUND. A
<br />2) Walls and floor slab are 6" thick and reinforced
<br />with
<br />MERCURY FLOAT SENSOR SHALL BE INSTALLED IN STANDPIPE WHICH
<br />4" x 4" - 6-6 welded wire mesh.
<br />WILL CLOSE THE VALVE WHEN WATER REACHES AN ELEVATION OF
<br />10.50 AND OPEN THE VALVE WHEN THE WATER IS BELOW THIS
<br />3) All joints to be grouted with mortar.
<br />POINT. THIS IS THE ELEVATION OF THE TOP OF PIPE FOR THE
<br />24" MAIN IN HARLAN ROAD AT THE MANHOLE.
<br />4) Grate frame to be made of 1-3/4" x 1-3/4" x
<br />3/16"
<br />angles and 1-3/4" x 1/4" side bars.
<br />2) VALVE SHALL BE A 10" GRINNELL MODEL LD -12014 KNIFE
<br />GATE VALVE, OR APPROVED EQUAL. VALVE SHALL HAVE AN
<br />5) Grate to be made of 1-1/2" x 3/16" bearing bars
<br />at 1-
<br />ELECTRIC OPERATOR WITH MANUAL BACK-UP FOR VALVE OPERATION.
<br />7/8" O.C. and 1-1/4" x 3/16" banding bars at 4" O.C.
<br />SPECIFICATIONS MAY BE OBTAINED FROM THE CIVIL ENGINEER.
<br />6) Metal frames and grate shall be galvanized
<br />after
<br />3) ENCLOSURE SHALL BE CONSTRUCTED IN CONFORMANCE WITH
<br />fabrication per ASTM A123.
<br />=
<br />APPLICABLE SECTION OF N.E.M.A. STANDARDS, AND SHALL BE
<br />PROOF. ENCLOSURE SHALL BE FABRICATED OF STEEL
<br />7) Grate shall be secured in such a way as to allow
<br />easy
<br />.WEATHER
<br />HAVING A MINIMUM THICKNESS OF NOT LESS THAT 0.075 INCH (14
<br />removal or access for maintenance purposes.
<br />GAUGE). ALL SEAMS SHALL BE CONTINUOUSLY WELDED, AND SHALL
<br />BE FREE OF BURRS AND VOIDS. ALL SURFACES SHALL BE
<br />FINISHED WITH BAKED -ON WHITE ENAMEL. THERE SHALL BE NO
<br />HOLES THROUGH THE EXTERNAL WALLS OF THE ENCLOSURE OF ANY
<br />COMPONENTS CONTAINED WITHIN THE ENCLOSURE.
<br />STORM DRAIN POND NOTES:
<br />1) Install a 6' high chain-link fence with redwood slats
<br />around the perimeter of tie pond, excluding the sides with
<br />the masonry wall.
<br />2) Install an 18' double gate in the fence as shown.
<br />3) Side slopes shall be 5:1 maximum.
<br />4) Grade bottom of pond to drain.
<br />5) High water elevation = 13.3
<br />Pond bottom elevation = 9.7
<br />Groundwater elevation = 4.7, more or less
<br />Pond capacity = /.95 Ac. Ft.
<br />= 84, 7eO c.F
<br />bzs/v// 6' high dawn /M�k
<br />!eJar rvi/h iL�ezd s
<br />p• and 4'rvide gcrlro
<br />Wo/ o 7x1_1- glen a"vePA$?y
<br />75171- µylve, eMh5Lvr, orad
<br />may, ;*-dP/cC.
<br />8"1i""T
<br />/W awav /f
<br />fMr`b( 499 Aobks)
<br />n (-
<br />BLOW—UP DETAIL
<br />No 3M27'
<br />5' 6' WALL
<br />/o
<br />Ail/ „ E//&o 5•�
<br />REt�/SEO SEcr/cry A -A -
<br />A/O 6"'Lc
<br />M/SCELL44NEOl�S
<br />DETA/LS
<br />TEMPORARY ACCESS
<br />1) IF THE 'O' STREET EXTENSION TO HARLAN ROAD IS NOT
<br />POSSIBLE, THE TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED
<br />ACCORDING TO THE DETAIL SHOWN, AND THE CONSTRUCTION NOTES
<br />BELOW.
<br />2) AT WHICH TIME 'O' STREET IS EXTENDED TO HARLAN ROAD,
<br />THE TEMPORARY ACCESS ROAD SHALL BE ABANDONED AND REVERT
<br />BACK TO A BUILDABLE LOT.
<br />TEMPORARY ACCESS CONSTRUCTION NOTES
<br />'O' STREET:
<br />1) INSTALL 60 L.F. OF TYPE 'A' BARRICADE AT STATION
<br />3+71.46 PER SAN JOAQUIN COUNTY STANDARD DRAWING A-9.
<br />2) INSTALL TEMPORARY BLOW -OFF AT STATION 3+71.46 PER
<br />LATHROP COUNTY WATER DISTRICT STANDARD DRAWING W-4.
<br />3) INSTALL TEMPORARY LAMPHOLE AT STATION 3+71.46 PER
<br />LATHROP COUNTY WATER DISTRICT STANDARD DRAWING S-1.
<br />SHALLOW LANE:
<br />1) INCREASE THE WATER PIPE SIZE FROM 6" TO 8".
<br />CAMELBACK DRIVE:
<br />1) INCREASE THE WATER PIPE SIZE FROM 6" TO 8".
<br />SEDONA LANE:
<br />1) SEE NEW WATER PIPE AND VALVE LOCATIONS IN THE DETAIL.
<br />2) RELOCATE ELECTROLIER TO LOCATION SHOWN ON DETAIL.
<br />ACCESS -WAY (SEE DETAIL):
<br />1) INSTALL STREET NAME SIGN, "STOP" SIGN, AND "STOP"
<br />STRIPING, AS SHOWN.
<br />2) INSTALL 6" VERTICAL EXTRUDED CONCRETE CURB AS SHOWN.
<br />3) INSTALL 32' WIDE PAVEMENT (0.29' A.C. & 0.42' A.B.) AS
<br />SHOWN.
<br />4) INSTALL HEADERBOARD AT FUTURE E.P. LINES AS SHOWN.
<br />5) INSTALL 8" WATER LINE THROUGH TO HARLAN ROAD AS SHOWN.
<br />TUMBLEWEED PARK
<br />LAMROP, CALIFORNIA
<br />5LY L. C. WD. S/o! Orwy. /UO.
<br />file hydros/• /Ocofson.
<br />Chncsty C -t75 Ya/L•e 6Ew
<br />BreOk off F axrtines:on cove.- rraai•,Eed
<br />�- Jdnt
<br />"WA 72W", cw dv&tg/.
<br />L
<br />b"
<br />e .see e.. C.wD'.W. 0,-nv.
<br />• a Ab A46 7'a- 7^'Zt t
<br />rifcoAib 40
<br />Adap
<br />a%-- AWW'4 a ed GATE VAI -Hr: ,V"11 A-, Mueller A -e300-6
<br />yt9rco7rv// -P%t" d�We/5, /- J or el�u�/ me ,/79 AWWA C-500-61
<br />quf/et. All nvA/ Y'5 s`o have Nafl.
<br />57d /hiraefs. Fire /lydront Sl"11 !x R,6— CECr4f!5: 11ASA7// b/cC ,a9t�ixnf
<br />Wet f.»rir/ type. 4r�" 00he7' ,5 71/ /LVV// rd by f Fire
<br />fvice dpi 1/y ft�wora !%.SsS ?L O/S�`riCt
<br />F/RE HYDRANT AND VALVE DETA/L
<br />No sco e
<br />CAL—LOK MASONRY W_4LL SYSTEM
<br />- Typfvsl Irs[{ s!"v �ffsn
<br />' Fat MORIZOA/TAL 40&MCMAL
<br />SYEEL. RL/�U sOROLiAEurS SOLID GROILT L" 3 POI ASE&
<br />i SEC CA1GiMEEIUMG SPEC. GROUT ,LLL MWIPORLEO LE
<br />,
<br />� DRJLLED CAI SLe�I li�oTiAJb I
<br />i (12" TYPK.U_)
<br />,
<br />,
<br />FooriMG MWEL t9IAJFO&fEN.Wr '
<br />I'- OEE L.1JGirJiC1UA1G SKLS FOR 'FOOTIWG SPA.L)ALGS
<br />/dX E X 14 "M• P►LAlrfit DLOCIC
<br />FbOriA/G 57XEL 1/E,tT/CAL DOWELS
<br />/,iOR/2eatfrA� LML .CFiNreRGfMfA/T
<br />LTJ dXa K lG WrERLOLUN6 ®LOCK.
<br />MASONRY WALL DETAIL (TYP.)
<br />No .scale
<br />HARLAN ROAD
<br />.SEvderEnn�z
<br />STOP
<br />iCondscoprq� � �
<br />/ C
<br />6" car�crrh
<br />e'j"AC /iYAT/ VL
<br />STORM RI
<br />DRAIN
<br />POND C
<br />•3
<br />S
<br />1
<br />hhx/e�L
<br />SEDONA _
<br />LANE +
<br />6LAIDc
<br />a�
<br />M-1
<br />TEMPORARY ACC4SS GWTAX
<br />THOMPSON • HYSELL
<br />ENGINEERS
<br />1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8986
<br />RCE ,32260 EXl /RES
<br />SCALE NONE DR SY
<br />JOB NO. `5L CK. BY '"SE
<br />DISK 'y10 DATE
<br />SHEET
<br />NUMBER
<br />�J
<br />OF
<br />r
<br />I
<br />ML
<br />0
<br />ME
<br />=
<br />MLM
<br />mmm
<br />7
<br />mm
<br />t::Ef
<br />KLEIN=
<br />' Fat MORIZOA/TAL 40&MCMAL
<br />SYEEL. RL/�U sOROLiAEurS SOLID GROILT L" 3 POI ASE&
<br />i SEC CA1GiMEEIUMG SPEC. GROUT ,LLL MWIPORLEO LE
<br />,
<br />� DRJLLED CAI SLe�I li�oTiAJb I
<br />i (12" TYPK.U_)
<br />,
<br />,
<br />FooriMG MWEL t9IAJFO&fEN.Wr '
<br />I'- OEE L.1JGirJiC1UA1G SKLS FOR 'FOOTIWG SPA.L)ALGS
<br />/dX E X 14 "M• P►LAlrfit DLOCIC
<br />FbOriA/G 57XEL 1/E,tT/CAL DOWELS
<br />/,iOR/2eatfrA� LML .CFiNreRGfMfA/T
<br />LTJ dXa K lG WrERLOLUN6 ®LOCK.
<br />MASONRY WALL DETAIL (TYP.)
<br />No .scale
<br />HARLAN ROAD
<br />.SEvderEnn�z
<br />STOP
<br />iCondscoprq� � �
<br />/ C
<br />6" car�crrh
<br />e'j"AC /iYAT/ VL
<br />STORM RI
<br />DRAIN
<br />POND C
<br />•3
<br />S
<br />1
<br />hhx/e�L
<br />SEDONA _
<br />LANE +
<br />6LAIDc
<br />a�
<br />M-1
<br />TEMPORARY ACC4SS GWTAX
<br />THOMPSON • HYSELL
<br />ENGINEERS
<br />1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8986
<br />RCE ,32260 EXl /RES
<br />SCALE NONE DR SY
<br />JOB NO. `5L CK. BY '"SE
<br />DISK 'y10 DATE
<br />SHEET
<br />NUMBER
<br />�J
<br />OF
<br />r
<br />I
<br />
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