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rml 171%.
<br />FILL AS NECESSARY
<br />ACCESS
<br />ROAD
<br />t i
<br />6" DRAIN ROCK
<br />- _ /- EXIST. GROUND
<br />GRAVEL
<br />TURN -AROUND
<br />SECTION
<br />N TS
<br />CURVE DATA TABLE
<br />DESCRIPTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />q USBR-SCHULTE
<br />RD.
<br />C220
<br />70.00'
<br />58.73'
<br />USBR-SCHULTE
<br />RD.
<br />C221
<br />70.00'
<br />88.96'
<br />(� USBR-SCHULTE
<br />RD.
<br />C222
<br />70.00'
<br />43.87'
<br />1Z USBR-SCHULTE
<br />RD.
<br />C223
<br />UNUSED
<br />UNUSED
<br />q USBR-SCHULTE
<br />RD.
<br />C224
<br />70.00'
<br />51.14'
<br />q USBR-SCHULTE
<br />RD.
<br />C225
<br />UNUSED
<br />UNUSED
<br />USBR-SCHULTE
<br />RD.
<br />C226
<br />70.00'
<br />111.40'
<br />USBR-SCHULTE
<br />RD.
<br />C227
<br />70.00'
<br />78.50'
<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 & C L -42" GATES WITH
<br />EXIST. CANAL RECORD DRAWINGS w m Ln
<br />z /
<br />MAINTENANCE
<br />U O O
<br />ROAD i
<br />The information contained on these plans is based upon the "as -built" information < w >
<br />m W
<br />provided by the Contractor and generally depicts the post -construction conditions of this N n-
<br />bite. A post -construction survey was not completed. All information should be field
<br />`- verified prior to undertaking any future work on this site.
<br />-�
<br />4`9+52.39/281.52'Lt. / °' cc
<br />9y �PAt�F�S, 4 � � }
<br />ELEV: = 195.3f U UKevimC. Carter, P.E. C44665 Date \ Y Y m
<br />CONFORM Kerry Engineering and Surveying, Inc. w i '• 's/a p
<br />ti t4(,. 'f
<br />_ 52+40_38/174.44'Lt.-ECs,9Tf fvo-
<br />r ELEV. = 1Z 7.7t of CASE
<br />CONFORM "
<br />µ FILL TO GRADE o w Y m
<br />49+89.37/248.31'Lt.-EC C220 53+04:24/136.15 Lt.-BC a o Y o
<br />SHOWN, PLACE, EXIST. CANAL ELEV. = 1�)9.33 `� w 0
<br />cLEV. = 196.57 6 GRAVEL. MAINTENANCE 53+68.08/137.46'Lt.-EC Lj _j 2 3 U
<br />GRADE NORTH Q < w _ & &
<br />rr � ROAD � ELEV. = 200.66
<br />' BREAK SCALE: 1 "=40' GRADE INSTALL 25' N a
<br />50+12.59/196.23'Lt.-BC r� CONFORM TO \ BREAK C.L.-42" GATE ,n w
<br />ELEV. = 198.08 EX ACCESS - ' ' - _- ' ' FILL TO R °0
<br />50+12.59 92.66'Lt. ROAD \ \ ` G ADE J)
<br />/ \ 0 C\7 SHOWN, PLACE � 0) o
<br />ELEV. = 200.74 - GB kr - 'REALIGN U.S.6.R. 990 ri 6" GRAVEL. 0) 0 -i
<br />ACCESS ROAD CONFORM TG - Q `C �' • U aILPo d
<br />INSTALL. 49t.F EX ACCESS �,, - - \ 1 Z _j w
<br />NEW FENCE 12"RCP TO FLAW > . d ROAD \ it$ \ 9g\ a- x
<br />41 i + 9z, �, INSTALL 54LF \ ° rr \ \ N
<br />II INSTALL- 25 'z'd i-I 12 RCP TO FLOW ri c Z M
<br />X. � � f \ `�* C,L,-42", GATE •, ac,09 54+39.52/67.48'Lt.-BC i' � � L Q N N
<br />I 9 ELEV. = 202.99 - GB f° C
<br />- _Y� '.`l.l._.._.._.._.._.._.. rr I C CN
<br />---- `- -_-l�� NEW FENCE S-CHULTE ROA0D f R=40.00'. W � 000
<br />-
<br />ri TYPE N-4 . - -- N \
<br />%48+00- r/ _ 50+r90 " MARKERS _ TYPE N-4 \ rf NEW FENCE \ W Qv +'� +" " 51+00 ��2--�00
<br />t + + + + MARKERS r�3+00 54+09 55+00 a
<br />49+00 30+64.93/52.00'Rt. - 50+77.�3/52.00'Rt. + + + + r + ri- _ ri
<br />ACCESS ROAD MID POINT 4 Y \ -+ Y
<br />r . /~ _~ TC=202.23 - = NEW TC.. �i/ . R=40.00' z_ - , 0- a
<br />METAL POSTS AS SHOWN. r ` ' PROP R W , -,--GB ®-PUE NEW EP rr rr \ 'f 40.00' 0 o a 0
<br />r , __ w. ELEV. _ 202.63 +,- NEW HP \ _. 51.+44_16 /72.00. Rt. -. PROP R/W r� N T / r 0 o c; m
<br />2. SEE STREET IMPROVEMENT PLANS 50+64,93 75.37`Rt.�-Bey- - - _ �� S ACL 69LFJ o00
<br />ELEV. - 203.30 NEW FENCE \
<br />! .� ...... �.....• .. �t - • _> _ .. _ . r� 12"RCP TO FLOW o a FOR INFORMATION ON CURB RETURNS LEV. = 202.54 - ' ' �� - - - - ` -a - _ . _ .. _ "' o1
<br />OFF MAIN ROAD, FOR U.S.B.R ACCESS , NORTH • .. - • • . n • .. _ ..r� sir - r ,.; .. _ ... _ _ ... _ ... _ . ; J1 • _''� ' Z
<br />ROADS. INSTALL 50L _.._ r - INSTALL 40' WIDE INSTALL 25' C.L.-42" GAPE-L k'
<br />SCALE: 1 - 40 - - �-
<br />-INSTALL
<br />TO ,FLOW NEW HP & PUE Q ' - _ r, DRIVEWAY DEPRESSION w rr
<br />22+33.17 192.79'Lt.-EC 4 r - -� �ti PER S.J.C. STANDARD
<br />/ REALIGN U.S.B.R. GRADE BREAK o =1L-'+ �' S4+39.52 60.76 Rt.
<br />ELEV. = 197.2t / / ACCESS ROAD C207 F' WN '' ll=-�_f---='-� I ,�� PLAN No.A-3. l ial r L NEW FENCE
<br />CONFORM / FILL TO GRADE 23+99.72/206.68 Lt.-EC w 1 NEW FENCE ELEV. = 203.13 - GB �'^� '�
<br />C200 _
<br />/ / ELEV. = 196.4t kk
<br />21+63.15/137.98'Lt.-PRC j SHOWN, PLACE w Q - 51+14.25/142.25 Rt.-EC
<br />ELEV. = 198.78 f �6� 6 CONFORM GRAVEL. �. -�,__ _ LEV. = 200.16 54+39.52 196.61'Rt.-BC f
<br />CONFORM TO 24+44.42/127.74'Lt.-PRC w - N ELEV. = 202.18 \ , II
<br />GRADE BREAK o s REALIGN U.S.B.R. EX ACCESS ELEV.= 199.80 NEW FENCE 8
<br />NEW FENCE -' � i� NI � ,... s REALIGN U.S.B.R. CONFORM TO \ Q
<br />° r yROAD _j \ ACCESS ROAD
<br />Q \ INSTALL" 25 J ACCESS ROAD EX ACCESS S \ I c 2
<br />rO / �' ' C.L.-42 GATE 50+49.93/154.00 Rt. \ cS w tr
<br />CONFORM `TO C222 --ROAD
<br />20+91 $f%6:00'L,z.-BC 1. / rr t / EX ACCESS FQ INSTALL 4OLF ���� 24+90.37=/62.00'Lt.-BC ELEV. = 200.22 \ �$\ a o
<br />ELEV.: = 200.74' - GB �. ; t� / ;' O ' " \ $ GRAVEL, TURN AROUND AREA
<br />C'2,01;- . ROAD 12 RCP TO FLOW \ ELEV. = 202.71 - GB 52+18.08/203.62 Rt. \ �I e Ir <
<br />1 INSJALLi25 q \ FILL TO GRADE SHOWN ELEV. = 196.8t GRADE BREAK N W c�
<br />J / C.Lr.�42" GATE ' NEW FENCE C206 51+67.78/158.80'Rt.-BC CONFORM \ I\ 1 C224 Z
<br />EW FENCE Ilotoo
<br />y 1 rr { . \ `-NEW FENCE ELEV. = 198.66 - \ < Q
<br />�• : _ , .�� _„_ r rr INSTALL 30 C.L.-42 GATE \ o� J J
<br />! TYPE N-4 rr 1 '
<br />i �. TYPE N-4 w J ° 52+03.06/183.63 Rt. EC EXIST. CANAL 54+57.38/243.33'Rt.-EC \ ~ a
<br />RKERS t q : MARKERS I N ( ELEV. = 197.48 MAINTENANCE U. _ .. _ .. _ .. . ! li ELEV. = 201.82 \ E- C�
<br />- - - �Y - - - x . _ .. _ .. Y= - -x ROAD \ z y
<br />r / - --------° �0 Z
<br />D GHT. LIME _ _+ 2'1 + 00 . __ ? \ \
<br />'%}ti rr t ri rr _ ter.. - _• _ •. 2 _ 74+ - _ -ri 2.5+QO ri ,- rr- 26+RD ri _ ri - 2,7+00 \ \
<br />NEW EP �-- , �; i _ _ _ 1- - , i - ..-T- - - i - i - - , -� 55+06.16/297.76 Rt. \
<br />20+b0 -" -TYPEII N 4 ' Z +�Q 24+77.70/22.00 Rt. NEW EP 19A92 ELEV. = 201.3f
<br />MARKERS ? MID POINT DWY TC=203.8 DAYLIGHT LINE CONFORM
<br />--------r-� t EXIST. CANAL
<br />- - - - -� MAINTENANCE
<br />R=4�"iri,//a - i .. _ .. _ -TYPE N-4 '_' - -�-- ter- - - _ . _ ROAD
<br />t •00.� MARKERS - NEW TC
<br />'4`0.4��tkYL�IGHT LINE - � ' � INSTALL 88LF
<br />f�EW�FENCE, CURVE DATA TABLE
<br />= 12 RCP TO FLOW NEW HP & R/W
<br />CONFORM TO ' FILE TO QRAD� t
<br />ti rr i NEW FENCE I� !4 INSTALL 50 WIDE DESCRIPTION CURVE RADIUS LENGTH DELTA
<br />�t EX ACCESS ,<, SHOWN, PLACE / DRIVEWAY DEPRESSION q USBR-HANSEN RD. C200 70.00' 96.35' 78'51'56"
<br />NEW FENCE ;, j !}� f ROAD 6" GRAVEL. o°�° /C205
<br />/ PER S.J.C. STANDARD I USBR-HANSEN RD. C201 70.00' 118.65' 97'06'S9"
<br />20+91,46/56. O'Rt, r� �� rr rr �� „` 1` i� REALIGN U.S.B.R. ;J � � � l// PLAN No.A-3. It USBR-HANSEN RD. C202 UNUSED UNUSED UNUSED
<br />ELEV.,,=. 200.84;- GB ' f; ) ACCESS ROAD � � r,� a , / • �' q- USBR-HANSEN RD. C203 70.00' 58.4447'49'47"
<br />(,A�1A INST�ALL_57Lf INSTAIIL '5' C�L.-42" GATEF( ?RICAI_ rD, ,{ ) - " NSTALL 25' I I USBR-HANSEN RD. C204 70.00' 94.01' 76'56'51"
<br />12 OCP TO ` F OW - ( + ' C.L.-42" GATE ELEV. 20�2 . 50 Rt.-BC (L USBR-HANSEN RD. C205 90.00' 147.65' 93'59'42"
<br />20+91.46Z177.84 Rt.-BC - 710 11 C204 ELEV. = 203.85 � (t USBR-HANSEN RD. C206 70.00' 85.41' 6905430"
<br />ELEV. = 200.01 r EX ACCESS O GRADE BFREAK A 1; USBR-HANSEN RD. C207 70.00' 98.56' 80'40'30"
<br />O /NEW FENCE
<br />V / �i ROAD , 23+88.62/111.23 Rt.-PRC m
<br />ELEV. = 199.24
<br />NOTE: USBR ACCESS
<br />20+68.46/229,.72'Rt.-EC � GRADE BREAK /f � � EXIST. CANAL
<br />ELEV. = 199.61 r ROADS & DETAILS
<br />MAIN'T�NANCE � 23+13.94/156.06 Rt.-EC HAVE CHANGED
<br />% ROADt ELEV. = 196.3f
<br />20+52.87/243.83'Rt. ,i ��� r r / EXfST.- CANAL / CONFORM
<br />ELEV. = 199.5t- �! /MAINTENANCE HAV,3lkN ROAD
<br />CONFORM / / ROAD
<br />DELTA
<br />48'04' 08"
<br />72'49'08"
<br />35054'15"
<br />UNUSED
<br />41'51'43"
<br />UNUSED
<br />91 '10' 43"
<br />64'15'20"
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