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ACCESS
<br />ROAD
<br />I ► C228 EXIST. 36CULVERT \\ . .
<br />® EXIST.�SLOPE " �\ ELEV= 24989 \\ 1 ,
<br />/ v
<br />55+27.95/172.95 Lt.-BC i \ FILL AS NECESSARY
<br />ELEV. = 257.22 / EMOVE do REUSE EXIST. m �ti `\\ \\ GRAVEL
<br />m FLARE & EXTEND EXIST. til 0 \\ \\\\ NEW FENCE �r
<br />54+41.17/158.00'Lt. 2.47T i'�°I° / �Cl%I VERT 4-5LF, CON- b i� ` `\\ ��0 j EXIST. GROUND
<br />ELEV. = 260.29 I gt` TRACTOR SHALL VERIFY n � ` \ 1.44%
<br />59+67.04/146.66Lt. _--- -----
<br />EXIST. CULVERT SIZE IN y � ,, \\ � - - - - - - - - - - - - - - -
<br />54+77.29/132.92'Lt.-Eq THE' FIELD.
<br />ELEV. = 248.46,
<br />ELEV. = 260.72 GRAVEL, TURN -AROUND AREA g 59+2fi;03/121.64'Lt.-EC GRAVEL TURN -AROUND SECTION
<br />INSTALL•2 3 CMP BEND, FILL TO GRADE SHOWN : - ' I� ELEV. = 249. 6
<br />!I � }�, GR4�L;;, TURN -AROUND AREA r Q, NORTH- r NTS
<br />FhL TO }GRADE SHOWN 58+79.21t/61:12 Lt. o Lo 59+55 19/76.73 Lt.-BC SCALE: 1 40
<br />I ELEV. = 252.14
<br />-- , i�. rr n ,ELEV: = 249.17 - GB
<br />54+51.11 /70.36 Lt.-BC �5+26.1� 7 Ot 'Lt. 1 �r v -�� NEW FENCE
<br />ELEV. = 264.56 - GB ELEV. = A2• O\-, `. r� r� '� �-�'_ 14 ___- CURVE DATA TABLE
<br />°° -� _may .-y! ..rµ.� I • �� • • �� • • .�� • �- 1 � �`- • • rt•r � • • �� • • ... � \ ay.
<br />i - -��T °`N�4W HF' rr I W HP-_ r DESCRIPTION CURVE RADIUS LENGTH
<br />NEW FENCE_,At BIKE I DWR-PATTERSON PASS RD C228 70.00' 94.40'
<br />-
<br />=30.00 AC DIKE11Jf"'--� � ; rr f, � =30.Ob' q DWR=PATTERSON PASS RD C229 70.00' 70.79'
<br />0,_---�NEW_�P NEW EP 3p7�00 � 00 q DWR PATTERSON PASS RD C230 70.00' 80.58'
<br />3Q1+00._ _ "3 +00 3 -00 304+00 30 00 306+00� , -�'__ -
<br />54f-- - - T-�--= _ - - - i - _ _---� DWR-PATTERSON PASS RD C231 70.00' 86.55'
<br />55+0� #--,�- + -=•� - 0 5 ; i - �[���(�) _ -� �-� DWR-PATTERSON PASS RD C232 70.00' 87.33'
<br />• M1 I . i y "9.°,.^_� .^+ , CST - '. Y.:..�'W ...... JO .. .,. ..., ,. .... = VVy r
<br />-� -- - - +- - - r -07+00 DWR-PATTERSON PASS RD C233 70.00 88.04
<br />201 +00 202+00 203+00 204+00 205+00 206+00
<br />1 1 EW TC DWR-PATTERSON PASS RD C234 70.00' 62.42'
<br />CA DWR/R/W AC DIKE ` � NEW EP DWR-PATTERSON PASS RD C235 70.00' 42.78'
<br />f". AC°DIKE
<br />_�_-
<br />NI EP
<br />_ y R=3Q.00' r,.�.....�
<br />56+18.43/77.11'Rt. � I ri
<br />ELEV. = 257.96 NEW HP----� a o
<br />LNEW' HP� R=30.00 N j dt {, NEW FENCE NOTE:
<br />I �; N / BACK OF SIDEWALK THE CONTRACTOR SHALL NOTIFY
<br />NEW FENCE _ 58+64.76/88.27'R't. THE UNDERGROUND SERVICE ALERT
<br />246.66 _ - AT 800-642-2444 48 HOURS
<br />55 3.48/81.,26'Rt:=SC - PRIOR TO ANY EXCAVATION.
<br />to s GRAVEL, TURN -AROUND AREA y.
<br />ELEV. = 258.59 - GB \ 6, �° 59+39,76/93.27 Rt.-BC RECORD DRAWINGS
<br />O FILL TO GRADE SHOWN °� ELEV. = 242.68 - GB
<br />55+94.40/37.96'Rt.1OR� M g 1 I The information contained on these plans is based upon the "as -built" information pRo�EssioN
<br />/ 59+48:66 173.29 Rt. ago N c. cq 4,
<br />�/ELEV. = 255.96 S ` provided by the Contractor and generally depicts the post -construction conditions of this h�/A R, �y
<br />= 242.75 site. A post -construction survey was not completed. All information should be field 3 )c v
<br />55+37.50 16 .99'Rt. 58+41.33/159.86 Rt. -PRC,verified prior to undertaking any future work on this site. s I E% c as 65
<br />/ `�g 4 �� ELEVI = 244.17 /ELEV.
<br />� CA DWR R/W r} f
<br />ELEV. = 255":85 '
<br />y q
<br />56+45.99/200.58 Rt.-EC REALIGN D.W.R: 4 µ
<br />' I C232 ��4 � 58+42.89/225.76'Rt.-EC xevinC.Carter P.E. C44 rFG cA
<br />ELEV. = 253.1t ACCESS ROAD ELEV. = 245.6t Kerry Engineering and Surveying, Inc. Date NO
<br />TE:
<br />CONFORM ; / CONFORM 1. INSTALL 5 STRAND BARBED WIRE
<br />PA T T. 'N' PASS ROAD(CALIFORNIA AQUEDUCT) FENCE & STSCL-42" GATES WITH
<br />METAL POSTS AS SHOWN.
<br />93+69.20/158.90'Lt.
<br />ELEV. = 197.0t
<br />START GRAVEL CONFORM REALIGN U.S.B.R. 2. SEE STREET- IMPROVEMENT PLANS
<br />10' PAST GATE 93+54.74/138.15'Lt.-EC ACCESS ROAD FOR INFORNATION ON CURB RETURNS
<br />E ELEV• 197.64 C214 OFF MAIN ROADS, FOR U.S.B.R. ACCESS
<br />_ r 95+81,87/149.18'Lt.-EC r
<br />INSTALL 25 93+36.93/120.47'Lt.-BC GRADE BREAK ELEV. = 202.9E -�' ROADS.
<br />C.6-42" GATE C $j CONFORM TO �a,� o
<br />-' r-r y { ELEV. = 198.29 �` ' ii�' CONFORM ' r
<br />91+94.28/22i54 Lt. ; INSTALL 45LF �0 EX ACCESS
<br />91+44.90/93.16'Lt. ELEV. ; 203.40 I 12"RCP TO FLOW , ROAD
<br />ELEV. = 198.2t �.."'� ` _T_ 1 ' FILL TO GRADE O /
<br />CONFORM I j I i 4,' SHOWN, PLACE �i j �I 95+60.09/98.45'Lt.-BC
<br />INSTALL 130LF i N I J i i �,; a 6 GRAVEL. j �I I' „ ELEV. = 202.70
<br />12"RCP TO FLOW 21, j �' , `� GRADE BREAK I� j I % NEW FENCE
<br />I Al x
<br />Al / INSTALL 25' ri 11
<br />9t4'44.57 29:70'Lt - _. ; 5 --.:.. _ , .. _
<br />/ �� Iw "� / CONFORM -TO - ' C.L.-42 GATE--- � E -- g5+60.09/36.22'Lt.
<br />GB, 6.77% TO 7.23% �. - ! S EX ACCESS INSTALL 55LF r i
<br />r-- �- -
<br />. ' "' - ___._'. =r- -ROAD .....ELEV. = 202.4O _-,__Gg.,..,' _ _-_
<br />ELEV. _ 202.80E -Y �• y - / - 12 RCP TO FLOW ./ o '" 1 NEW H _
<br />NEW FENCE J NEW HP 1 '� t . _ W56 R=30.00 R=40. Or to ! ---
<br />--w_� _HP _ �__ _93 _ ___ _._ _ . 94+OD - 95-r00- - �� --' �gFr'C10.-.__ _ - - 98+00 --__
<br />90+_QO_ ri - • j� ri/ 91+OOrr.. rr' ao rr..g2+04- -- __., _ _ .. Il �. ___ __ __._ �w_ ri__ _ir 97+00T
<br />EW 6 TYPE N-4- �\ t TYPE N-4 - NEW. EP--�---_-__-_
<br />c� 91+67.54/5.58 Rt•% /�F TYPE N-4
<br />MAKERS ELEV. = 205.39 iGB41 MARKERS MARKERS --
<br />New HP
<br />NEW HP R=40.00� / 0.00r .. - ;ri. f TYPE N-4 -rR- -y-X - x - - •x•,
<br />�, cv i 1 /4 MARKERS TYPE N-�4 R 40.0 cv i-40.00��
<br />91+45.95/16.33'Rt. REALIGN �S•B' .1 �. MARKERS 95+60.b9/78.00'Rt.-BC I ��
<br />ELEV. , 204t08 - GB N ACCESS/RP' , �Q• �� CONFORM TO LEV. 201.98 - GB j I
<br />�+ C O E CCES$ REALIGN U.S.B.R. / ' ' I NEW FENCE
<br />NEW FENCE ,rjl INSTALL �'� /`' - " ROAD i DESCRIPTION
<br />' C.L.-4 iCo ,%' ,y�� ACCESS ROACD212 I q USBR-PATTERSON PASS RD.
<br />91+45.95/121.66 RL-BC A�#GRADE BREAK �i C 1 / INSTALL„25 q USBR-PATTERSON PASS RD.
<br />ELEV. = 201.40 = ' TO 4 q��%--- \ ���° C.L.-42 GATE q USBR-PATTERSON PASS RD.
<br />INSTALL 45LF C210 EX ACCESS �� � ¢ '� r q USBR-PATTERSON PASS RD.
<br />12 RCP TO FLOW
<br />ROAD / % -� ��' t USBR-PATTERSON PASS RD.
<br />FILL TO GRADE 93+79.26/162.31'Rt.-EC ��� __�__- q USBR-PATTERSON PASS RD.
<br />91+18.17/177.50'Rt.-EC SHOWN, PLACE ELEV. = 197.9t ; �►' 4+61.95/142.09'Rt.-PRC
<br />CONFORM INSTALL 50LF ELEV. = 199.52
<br />ELEV. = 197.5E 6" GRAVEL. 12"RCP TO FLOW
<br />CONFORM PATTERSON PASS ROAD DELTA MENDO TA CANALGRADE BREAK
<br />CA DWR R/W
<br />REALIGN D.W.R. 57+61.38 255.23'Lt.-EC
<br />�
<br />ACCESS ROAD \� C235 ELEV. = 250.0t 0
<br />55+47.68/258.11 Lt.-EC \ CONFORM CA DWR R/W
<br />ELEV. = 252.1 t j I�� 0 ELEV.
<br />» I :\ \ 57+86.65/221.53 Lt.-BC
<br />CONFORM INSTALL 37LF 36 CMP I I � `
<br />NORTH
<br />SCALE: 1 "=40'
<br />NOTE:
<br />U.S.B.R. ACCESS ROADS
<br />HAVE CHANGED.
<br />CURVE
<br />DATA TABLE
<br />CURVE
<br />RADIUS
<br />C208
<br />70.00'
<br />C209
<br />UNUSED
<br />C210
<br />70.00'
<br />C211
<br />70.00'
<br />C212
<br />70.00'
<br />C213
<br />70.00'
<br />LENGTH
<br />25.24'
<br />UNUSED
<br />64.64'
<br />91.50'
<br />138.92'
<br />56.75'
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