|
ELEV.
<br />FILL AS NECESSARY
<br />L 6" DRAIN ROCK
<br />_ EXIST. GROUND
<br />ACCESS
<br />ROAD
<br />GRAVEL TURN -AROUND SECTION
<br />NTS
<br />CURVE DATA TABLE
<br />DESCRIPTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />q USBR-SCHULTE RD.
<br />C220
<br />70.00'
<br />58.73'
<br />48'04'08"
<br />USBR-SCHULTE RD.
<br />C221
<br />70.00'
<br />88.96'
<br />72049'08"
<br />(� USBR-SCHULTE RD.
<br />C222
<br />70.00'
<br />43.87'
<br />35054'15"
<br />1Z USBR-SCHULTE RD.
<br />C223
<br />UNUSED
<br />UNUSED
<br />UNUSED
<br />q USBR-SCHULTE RD.
<br />C224
<br />70.00'
<br />51.14'
<br />41'51'43"
<br />q USBR-SCHULTE RD.
<br />C225
<br />UNUSED
<br />UNUSED
<br />UNUSED
<br />USBR-SCHULTE RD.
<br />C226
<br />70.00'
<br />111.40'
<br />91'10'43"
<br />USBR-SCHULTE RD.
<br />C227
<br />70.00'
<br />78.50'
<br />64'15'20"
<br />NOTE:
<br />THE CONTRACTOR SHALL N011FY
<br />THE UNDERGROUND SERVICE ALERT
<br />AT 800-642-2444 48 HOURS
<br />PRIOR TO ANY EXCAVATION.
<br />NOTE
<br />1. INSTALL 5 STRAND BARBEB WIRE
<br />FENCE P. C L -42" GATES WITH
<br />EXIST. CANAL
<br />MAINTENANCE
<br />ROAD
<br />4`9+52.39 281.52'Lt. X
<br />ELEV: = 195.3±
<br />CONFORM
<br />49+89.37
<br />c-LEV. = 1
<br />50+11-2.59
<br />ELEV. =
<br />50+12.59
<br />NEW FENCE
<br />X. -,r.�-r1
<br />T J T U lJ V V I V T. J V J G.. V V
<br />b --ACCESS _ROAD
<br />- -TC-202.23 'T
<br />METAL POSTS AS SHOWN.
<br />PROP R/WNE
<br />0 -PUE
<br />� ;,--r'",_� �,?: -•- . - - � ELEV. = 202.63 �� .., _. 8�._ NE
<br />2. SEE STREET IMPROVEMENT PLANS _
<br />FOR INFORMATION ON CURB RETURNS tl - r -°- r _50+64 3 75.37`Rt:=Be . • - ,
<br />OFF MAIN ROAD, FOR U.S.B.R ACCESS j --- - • ~ n _ ... LEV. = 202.54
<br />NORTH r, �� -r • . _ . .
<br />ROADS. INSTALL 501.E
<br />SCALE: 1 "=40'
<br />�12"RCP TO FLOW NEW HP & PUI�
<br />22+33.17 192.79 Lt. -EC 4
<br />ELEV. = 197.2± i REALIGN U.S.B.R. GRADE BREAK
<br />/ ACCESS ROAD C207
<br />CONFORM / FILL TO GRADE 23+99.72 206.68'Lt.-EC
<br />C200/ / ELEV. = 196.4± ! \
<br />21+63.15 137.98 Lt. -PRC �° SHOWN, PLACE
<br />ELEV. = 198.78 �6h 6" GRAVEL. CONFORM �, -, ___ -
<br />/i
<br />r CONFORM TO 24+44.42 127.74'Lt.-PRC W -
<br />�° GRADE BREAK EX ACCESS
<br />/ Hj ELEV/. = 199.80 NEW FENCE
<br />NEW FENCE w r „ LL 25,
<br />CONFORIN'' ` _T r Q ROAD C LTA42 GATE 50+49.93/1 '
<br />20+91 $'t' 6ia0' -BC 1. "?>7 'f EX ACCESS �Q24+90.37
<br />�Q INSTALS 40LF�� i �� 62.00'Lt.-BC ELEV. = 200.22
<br />'E1 EV' _ 200.74' - GB .'; , (y, / ' `'`' �` j O " \ �° GRAVEL, TURN AROUND
<br />INSJALL 25RbAD 12 REP TO FLOW ELEV. 202.71 - GB FILL TO GRADE SHOWN-
<br />NEW
<br />HOWN -
<br />` C.L�.�42" `Gq�fiE NEW FENCE C206 �`� 51+67.78/158.80'Rt.-B(
<br />EW FENCE%11
<br />' j C�T J . „ /r 'NEW FENCE ELEV. = 198.66
<br />�"` t ? w TYPE N-4 1 52+03.06/183.63'Rt.-E(
<br />;,°• ,, TYPE N-4 / /
<br />- KERS t t q + MARKERS ( ELEV. = 197.48
<br />04
<br />-a- -= -�-- R=40.00 f =40.00' \�---------- -
<br />DAL1G[T.LIHE + +(10..;__._:_ .-�._.2-_._.__.._.._.. �' �. _.. - - r- _ 0
<br />� r � �l qL T
<br />�`--tter` 0 /i /� 26+QQ /i /� 27+0
<br />•T _ - _ _,�_ - - -
<br />} NEW SEP � .. _•� - .-- .-�---t _. _ __ _,_ 4+ � - - � �
<br />4+ 4 -. 25 Q
<br />2 77.70 22.00It - 92
<br />NEW EP
<br />--- -
<br />( MARI<ERS` E3�'I�)( E= ��� �'+ �0- a MID POINT DWY TC=203.8 ' DAYLIGHT LINE
<br />°
<br />�f _TYPE .N 4 - _ ;. �' ' _ 11
<br />1.7
<br />-
<br />R= 4.00'
<br />MARKERS INSTALL 88LF NEW TC
<br />YI<IGHT LINE t Wr-" rr- E,
<br />_..X I-► 12"RCP TO FLOW NEW HP & R W
<br />CONFORM TO FILCH TO WADl;�,' /
<br />NEW C, I( INSTALL 50' WIDE
<br />�t '�� EX ACCESS SHOWN, PLACE DRIVEWAY DEPRESSION
<br />NEW FENCE ROAD 6" GRAVEL. �,�o°� //C205 PER S.J.C. STANDARD
<br />20+91,46/56. O'Rt � �` `t lfi�' 1 REALIGN U.S.B.R. t ( /� PLAN No.A-3. ,
<br />ELEV,I, =; 200.840- GB ' F.
<br />INS LL_57Lf�/
<br />CANAI 12" P TO FL(
<br />20+91.46 177.84 Rt. -BC •-�
<br />ELEV. = 200.01
<br />r
<br />20+68.46 222,72'Rt.-EC
<br />ELEV. = 199:1 C
<br />20+52.87 243.83'Rt.
<br />ELEV. = 199.5±�
<br />CONFORM
<br />u� ACCESS ROAD
<br />(�
<br />LINSTAZ'LS' CL -42" GATES( TRIC AI_ i , ,(>) -`" NSTALL 25' 24+90.20 27.50'Rt.-BC
<br />o + I C204 ' C.L.-42" GATE ELEV. = 203.85
<br />CONFORM TO
<br />� .EX ACCESS � GRADE BFREAK r�
<br />V / /
<br />/ROAD �� i i NEW FENCE 23+88:62 111.23'Rt.-PRC
<br />ELEV. = 199.24
<br />�/� EXIST CANAL
<br />GRADE BREAK
<br />/ MAW,6ANCE 23+13.94/156.06'Rt.-EC
<br />RAD"r CONFORM
<br />/ � �
<br />R�MAINTENANCE HAEX1'ST.- CANAL t NOAD '
<br />ROAD /
<br />MMI1V 1CIV/11VVC
<br />ROAD
<br />RECORD DRAWINGS
<br />CURVE
<br />RADIUS
<br />�4
<br />49+89.37
<br />c-LEV. = 1
<br />50+11-2.59
<br />ELEV. =
<br />50+12.59
<br />NEW FENCE
<br />X. -,r.�-r1
<br />T J T U lJ V V I V T. J V J G.. V V
<br />b --ACCESS _ROAD
<br />- -TC-202.23 'T
<br />METAL POSTS AS SHOWN.
<br />PROP R/WNE
<br />0 -PUE
<br />� ;,--r'",_� �,?: -•- . - - � ELEV. = 202.63 �� .., _. 8�._ NE
<br />2. SEE STREET IMPROVEMENT PLANS _
<br />FOR INFORMATION ON CURB RETURNS tl - r -°- r _50+64 3 75.37`Rt:=Be . • - ,
<br />OFF MAIN ROAD, FOR U.S.B.R ACCESS j --- - • ~ n _ ... LEV. = 202.54
<br />NORTH r, �� -r • . _ . .
<br />ROADS. INSTALL 501.E
<br />SCALE: 1 "=40'
<br />�12"RCP TO FLOW NEW HP & PUI�
<br />22+33.17 192.79 Lt. -EC 4
<br />ELEV. = 197.2± i REALIGN U.S.B.R. GRADE BREAK
<br />/ ACCESS ROAD C207
<br />CONFORM / FILL TO GRADE 23+99.72 206.68'Lt.-EC
<br />C200/ / ELEV. = 196.4± ! \
<br />21+63.15 137.98 Lt. -PRC �° SHOWN, PLACE
<br />ELEV. = 198.78 �6h 6" GRAVEL. CONFORM �, -, ___ -
<br />/i
<br />r CONFORM TO 24+44.42 127.74'Lt.-PRC W -
<br />�° GRADE BREAK EX ACCESS
<br />/ Hj ELEV/. = 199.80 NEW FENCE
<br />NEW FENCE w r „ LL 25,
<br />CONFORIN'' ` _T r Q ROAD C LTA42 GATE 50+49.93/1 '
<br />20+91 $'t' 6ia0' -BC 1. "?>7 'f EX ACCESS �Q24+90.37
<br />�Q INSTALS 40LF�� i �� 62.00'Lt.-BC ELEV. = 200.22
<br />'E1 EV' _ 200.74' - GB .'; , (y, / ' `'`' �` j O " \ �° GRAVEL, TURN AROUND
<br />INSJALL 25RbAD 12 REP TO FLOW ELEV. 202.71 - GB FILL TO GRADE SHOWN-
<br />NEW
<br />HOWN -
<br />` C.L�.�42" `Gq�fiE NEW FENCE C206 �`� 51+67.78/158.80'Rt.-B(
<br />EW FENCE%11
<br />' j C�T J . „ /r 'NEW FENCE ELEV. = 198.66
<br />�"` t ? w TYPE N-4 1 52+03.06/183.63'Rt.-E(
<br />;,°• ,, TYPE N-4 / /
<br />- KERS t t q + MARKERS ( ELEV. = 197.48
<br />04
<br />-a- -= -�-- R=40.00 f =40.00' \�---------- -
<br />DAL1G[T.LIHE + +(10..;__._:_ .-�._.2-_._.__.._.._.. �' �. _.. - - r- _ 0
<br />� r � �l qL T
<br />�`--tter` 0 /i /� 26+QQ /i /� 27+0
<br />•T _ - _ _,�_ - - -
<br />} NEW SEP � .. _•� - .-- .-�---t _. _ __ _,_ 4+ � - - � �
<br />4+ 4 -. 25 Q
<br />2 77.70 22.00It - 92
<br />NEW EP
<br />--- -
<br />( MARI<ERS` E3�'I�)( E= ��� �'+ �0- a MID POINT DWY TC=203.8 ' DAYLIGHT LINE
<br />°
<br />�f _TYPE .N 4 - _ ;. �' ' _ 11
<br />1.7
<br />-
<br />R= 4.00'
<br />MARKERS INSTALL 88LF NEW TC
<br />YI<IGHT LINE t Wr-" rr- E,
<br />_..X I-► 12"RCP TO FLOW NEW HP & R W
<br />CONFORM TO FILCH TO WADl;�,' /
<br />NEW C, I( INSTALL 50' WIDE
<br />�t '�� EX ACCESS SHOWN, PLACE DRIVEWAY DEPRESSION
<br />NEW FENCE ROAD 6" GRAVEL. �,�o°� //C205 PER S.J.C. STANDARD
<br />20+91,46/56. O'Rt � �` `t lfi�' 1 REALIGN U.S.B.R. t ( /� PLAN No.A-3. ,
<br />ELEV,I, =; 200.840- GB ' F.
<br />INS LL_57Lf�/
<br />CANAI 12" P TO FL(
<br />20+91.46 177.84 Rt. -BC •-�
<br />ELEV. = 200.01
<br />r
<br />20+68.46 222,72'Rt.-EC
<br />ELEV. = 199:1 C
<br />20+52.87 243.83'Rt.
<br />ELEV. = 199.5±�
<br />CONFORM
<br />u� ACCESS ROAD
<br />(�
<br />LINSTAZ'LS' CL -42" GATES( TRIC AI_ i , ,(>) -`" NSTALL 25' 24+90.20 27.50'Rt.-BC
<br />o + I C204 ' C.L.-42" GATE ELEV. = 203.85
<br />CONFORM TO
<br />� .EX ACCESS � GRADE BFREAK r�
<br />V / /
<br />/ROAD �� i i NEW FENCE 23+88:62 111.23'Rt.-PRC
<br />ELEV. = 199.24
<br />�/� EXIST CANAL
<br />GRADE BREAK
<br />/ MAW,6ANCE 23+13.94/156.06'Rt.-EC
<br />RAD"r CONFORM
<br />/ � �
<br />R�MAINTENANCE HAEX1'ST.- CANAL t NOAD '
<br />ROAD /
<br />MMI1V 1CIV/11VVC
<br />ROAD
<br />RECORD DRAWINGS
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />q USBR-HANSEN RD.
<br />w
<br />0
<br />m
<br />Z
<br />78'51 56
<br />USBR-HANSEN RD.
<br />C201
<br />70.00
<br />118.65'
<br />97'09'59
<br />It USBR-HANSEN RD.
<br />C202
<br />O
<br />The information contained on these plans is based upon the "as -built"
<br />information
<br />% USBR-HANSEN RD.
<br />C203
<br />70.00'
<br />58.44'
<br />47'49'47"
<br />% USBR-HANSEN RD.
<br />C204
<br />provided by the Contractor and generally depicts the post -construction conditions
<br />of this
<br />76'56'51'
<br />USBR-HANSEN RD.
<br />C205
<br />90.00'
<br />m
<br />93'59 42'
<br />w
<br />n
<br />bite. Apost-construction survey was not completed. All information should be field
<br />70.00
<br />85.41
<br />69054'30"
<br />It USBR-HANSEN RD.
<br />N
<br />T
<br />98.56' 1
<br />verified prior to undertaking any future work on this site.
<br />n
<br />w
<br />Gr��yy°anFrs
<br />i\
<br />Ml
<br />Coo
<br />C)
<br />0
<br />m
<br />KevimC. Carter, P.E. C44665 Date
<br />y
<br />�° �
<br />Y
<br />Y
<br />Kerry Engineering and Surveying, Inc.
<br />w 16, .; l
<br />p
<br />Exp !/fir
<br />52+40.38174.44'Lt.-ECs,9Tf 01V1�
<br />EL V. = 197.7± of CAVE Y c;
<br />CONFORM
<br />Y Y Y C6
<br />53+04.24 136.15'Lt.-BCo w o
<br />ELEV. = 199.33 �� 00 zoo w
<br />53+68.08 137.46'Lt.-EC _j3 U
<br />ELEV. = 200.66 o N o o a
<br />-GRADE INSTALL 25' a
<br />BREAK C.L.-42" GATE fn Uj
<br />227 - - %- ' ' FILL TO GRADE � N
<br />00
<br />SHOWN, PLACE �Q�
<br />�0' o
<br />GRAVEL.
<br />0!
<br />Ij N 0
<br />- - z
<br />0\ O o:�
<br />Q�
<br />0 Ca Q��
<br />V)
<br />1.52 67.48'Lt.-BC I N C-4 N
<br />202.99 GB • C N
<br />C N I
<br />ANO
<br />04
<br />oo
<br />)AD, N g f R=40.00'. W 5
<br />_ \ 1. V)
<br />rr, NEW FENCE \ - -- W v
<br />Q
<br />3+00 54+0� �55+00
<br />a.
<br />Y
<br />--- R=40.00' -L_ aMn
<br />o � 40.00' 3 ,i I
<br />o
<br />//. PROP ,R/W o
<br />- ��/`� STA�L 69LF�/ 0 "M
<br />C)o�
<br />NEW FENCE ii + 12"RCP TO FLOW o Q
<br />• •.d/• _ 'n o �
<br />-Z1
<br />INSTALL. 25' C.L.-42"'GATE
<br />54+39.52 60.76'Rt. 011 , I NEW FENCE
<br />LV.= .1 -^� 0_
<br />-EC
<br />54+39_52 196.61'Rt.-BC
<br />ELEV. - 2 .1
<br />I.B.R. CONFORM TO \ i REALIGN U.S.B. R. Q
<br />kD EX ACCESS S \ + ACCESS ROAD C 2
<br />--ROADOf
<br />\`sem qr . o
<br />03.62'Rt. \ \ $ 'Q
<br />>.8± GRADE BREAK Z N v
<br />\ 11 C224 I -z W
<br />:.L.-42" GATE \ \ J J
<br />54+57.38 243.33'Rt.-EC ~ d 0
<br />ELEV. = 201.82 \ o V
<br />O\ z Z N
<br />LU
<br />ZQIx
<br />\ o
<br />55+06.16/297.76'Rt. J a W
<br />\ y
<br />CONFORM EXIST. CANAL LU Q Q
<br />MAINTENANCE t = (� _
<br />ROAD IL
<br />Cc Cl 4c
<br />CURVE DATA TABLE W 4C H Z
<br />Z 0 0a
<br />DESCRIPTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />q USBR-HANSEN RD.
<br />C200
<br />70.00
<br />96.35
<br />78'51 56
<br />USBR-HANSEN RD.
<br />C201
<br />70.00
<br />118.65'
<br />97'09'59
<br />It USBR-HANSEN RD.
<br />C202
<br />UNUSED
<br />UNUSED
<br />UNUSED
<br />% USBR-HANSEN RD.
<br />C203
<br />70.00'
<br />58.44'
<br />47'49'47"
<br />% USBR-HANSEN RD.
<br />C204
<br />70.00'
<br />94.01'
<br />76'56'51'
<br />USBR-HANSEN RD.
<br />C205
<br />90.00'
<br />147.65
<br />93'59 42'
<br />q USBR-HANSEN RD.
<br />C206
<br />70.00
<br />85.41
<br />69054'30"
<br />It USBR-HANSEN RD.
<br />C207
<br />1 70.00'
<br />98.56' 1
<br />80'40730"
<br />Q
<br />NOTE: USBR ACCESS
<br />to �
<br />ROADS & DETAILS N �
<br />HAVE CHANGED
<br />w
<br />i M w
<br />N
<br />o U_
<br />Z o
<br />M o
<br />0 U
<br />ca
<br />LU0
<br />M
<br />Co
<br />o
<br />IL
<br />V
<br />a
<br />o
<br />V
<br />5
<br />Q
<br />J
<br />W
<br />W
<br />D
<br />0
<br />IL
<br />z
<br />Q
<br />NOTE: USBR ACCESS
<br />to �
<br />ROADS & DETAILS N �
<br />HAVE CHANGED
<br />w
<br />i M w
<br />N
<br />o U_
<br />Z o
<br />M o
<br />0 U
<br />
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