|
CA DWR R/W
<br />\ � REALIGN D.W.R."- 57+61.38 255.23'Lt.-EC
<br />ACCESS ROAD ELEV. = 250.0±
<br />ELEV. = 252.1 0
<br />55+47.68 258.11'Lt.-EC ��C235 CONFORM CA DWR R/W
<br />t j � �
<br />CONFORM INSTALL 37LF 36" CMP I I �� % ` 57+86.65/221.53Lt.-BC
<br />0 EXIST.\SLOPE j I C�28 EXIST. 36" CULVERT �ELEV. = 249.89
<br />• / �� ` t
<br />55+27.95 172.95 Lt. -BC C) FILL AS NECESSARY /
<br />L V - EMOVE do REUSE EXIST
<br />ELEV.
<br />ACCESS
<br />ROAD
<br />i Ctil \', �`�\� 0�\ NEW FENCE �GRAVEL
<br />m FLARE do EXTEND EXIST. `m
<br />54+41.17 158.00'Lt. 2.477 ��y°I° / �C VERT 4-5LF, CON-�13 ` `�\��y� EXIST. GROUND
<br />ELEV. = 260.29 g. TRACTOR SHALL VERIFY n ` `� 1.44%
<br />EXIST. CULVERT SIZE IN y �� 59+67.04 146.66 tt.
<br />54+77.29 132.92'Lt.-E THE` FIELD. g ELEV. = 248.46`
<br />ELEV. = 260.72 GRAVEL, TUf N -'AROUND AREA ° `'' 59+26 03/121.,64'Lt.-EC GRAVEL TURN -AROUND SECTION
<br />INSTALL 2 ,� " CMP BEND, FILL TO GRADE SHOWN 0 + ELEV. = 249.36
<br />`') * GR��L�k\ TURN -AROUND AREA �" r rn NORTH NTS
<br />vFIi_ ' '0 }GRADE -SHOWN 58+79.21Z6112 Lt. � 0 50+5519/76.731t. -BC SCALE: 1 "=40'
<br />l i ELEV. _252.14 II ,, ELEV,- = 249.17 - GB
<br />54+51.11 70.36 Lt. -BC �526.1�!` s7 On'Lt. ��' „ U NEW FENCE
<br />ELEV. - 264.56 - GB ELE =,262.30\.,' �� '� - i4 - CURVE DATA TABLE
<br />y�r----=---- `NSW ;t. �'t" ��
<br />NEW FENCE_ _� L 4� , ri _ W HP__
<br />30.00' AC DIKE ; ` j'; =34.Ob'
<br />+00 �3 000
<br />„/307+00
<br />A060 NEW EP 306+00'�� b 304+0054fr - 57+00 5 + -_ _
<br />-_ _ - _ _ 55 -
<br />Q -� - 2,.- - f -=., - i - CSO s _ �. _ -+_� - 07 + 00
<br />02+00 , 203+0'0 204+00 1 205+00 206+00
<br />CA DWFZ%R/W EW TC
<br />AC DIKE I 1`
<br />NEW EP ,• _
<br />fio :i�i�i±i�i�i�i�e�i - • • •
<br />�,• ••ew••••
<br />• • • tl • • • e • • • •NEW -�w-•-•--w-tl-•-•-: -
<br />__2LNEWf HP,• • e •�•••�•e•�•�tla•••s,••! • •, A • • • • • • • • • f•
<br />sN•••�•�=a-•••i•
<br />..-�-w-• • •.• • • • • ;••e••••••••••.s�a�; �e••e. Z�BACK OF • I IHL UUNTRACTOR SHALL NOTIFY
<br />NEW FENIUL
<br />•••••e•••tlw•.e•�••frtl•••, 1 THE UNDERGROUND SERVICE ALERT
<br />N;,w�iwtllroY•• �ZY•w••••••� ��
<br />•� �••N•••w••e••e••••e•••�246.66,•®• •mow• •�•®•�•4•�••e�• AT 800-642-2444 48 HOURS,
<br />: • •• ••�i1faU•w•••A••=tl��•f1 •r�l�iw•�;••1••we••ww•••• ! PRIOR
<br />-RC RECORD DRAWINGS
<br />'•U•• e••tl•••e••w•••�••►,! FILL TO - f:4•ADE SHOWN•••w•••Ntl••e•Ie�•f)•.� �fl
<br />f • • • • • • A a"• N -f ••ww•••w••••ee••••�r • i••i ELEV. • •
<br />• • • • • • • • N • 1 • V • • w • • • • • • • f
<br />.••rrrN� ••O•• •�••i••w• Mer • •••-• •- •. based ••- •information
<br />�•••1••••�!•r•�.► •Rt. provided by the Contractor and generally depicts the post -construction conditions of this
<br />a•d•4I • • • • • • • • f
<br />• • -•�•�e�e��,�•rr0•e. . = 242.75 site. A post -construction survey was not completed. All information should be field
<br />• • -PRyO��rf1 °fr�M� ••�•�ft •�A prior to undertaking any future work on this site.verifie
<br />• • • • • : -REALIGN
<br />D.W.R.
<br />- ::M: --- • • • 1225- •
<br />�4r'�'N
<br />CCAREX C 4406
<br />s Exp -_�•f/ �
<br />7}
<br />s
<br />F CAOF
<br />�- - " - " - -
<br />ELEV. = 253.1 t ACCESS ROAD ti ELEV. = 245.6± evin arter, P.E. C44665 Date
<br />Kerry Engineering and Surveying, Inc.
<br />CONFORM ;CONFORM
<br />1. INSTALL 5 STRAND BARBED WIRE
<br />PATTERSQN' PASS ROAD (CALIFORNIA AQUEDUCT) FENCE & " GATES WITH
<br />93+69.20 158.90'Lt. METAL POSSTSTS AAS SHOWN.
<br />ELEV. = 197.0±
<br />START GR_aVEL 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 />(213. OFF MAIN ROADS, FOR U.S.B.R. ACCESS
<br />ELF ,= 197 64 i r X95+81,871 149.18'Lt.-EC
<br />INSTALL 25 � GRADE BREAK � ROADS.
<br />GATE
<br />93+36.93 120.47 Lt. -BC / ELEV. = 202.9±
<br />I � CONFORM
<br />I ELEV. = 198.29 1 ^yf ��rn =
<br />3 �� � C,�08 CONFORM TO i � �,� � ,, � �! ` ,' � `•`f,
<br />91+94.28 22:54 Lt. INSTALL 45LF EX ACCESS
<br />12"RCP TO FLOW r ' ROAD/`-
<br />ELEV. 1203.40
<br />91+44.90 93.16 Lt. � , �. I • ;"
<br />ELEV. = 198.2±.' FILL TO GRADE ?a
<br />�. - _
<br />CONFORM M ,.' I p' SHOWN, PLACE I 95+60.09 98.45'Lt.-BC
<br />INSTALL 130LF h N I' .. I n. 6 GRAVEL.
<br />' _ I ELEV. = 202.70
<br />I I GRADE BREAK '� { I NEW FENCE
<br />12"RCP TO FLOW
<br />I^ I �, >-..-..-. 4 I
<br />2 x►j ,' ' INSTALL 25' I NORTH
<br />91-F44.57/297701t.-
<br />7-70f
<br />t�44.57` 29;7©'Lt: 7".
<br />I I .: ., f., � �CONFOR1vt-TO - . __ . Ca�:=42' GATE— � t�'- L___.
<br />INSTAL 55LF 35+60.09 36.22'Lt. SCALE. > "=40'
<br />GB, 6.77% TO 7.23% �` ! !� �EX ACCESS r'
<br />r - +
<br />ELEV; .__ 202:80-± _ _. I ° ____ - ROAD _. _ " ,.. ELEV.. 202.40----G8_NEW
<br />NEW
<br />.. - / `7 12 RCP TO FLOW / o __--
<br />#.
<br />NEW FENC x � R=40. 0, \R=40.00 , -_ -
<br />-_--_ANEW HP_R=2(300'/ m -f _ W56 R=30.00 - �__ 9.3 - _ __m_94;L+00 i,
<br />90+_(10_ ri i . 91+OOrr: ✓ ,r/-9.2+04-00
<br />97+ NEW.. E
<br />+
<br />EWE TYPE N-4 NI 91+67.54 5.58' t. Ft TYPE N-4 ' f TYPE N-4 ___ _--------
<br />MAKERS ELEV. = 205.39 MARKERS �` MARKERS __ -----
<br />-'-►�-�� � --•--- -•^ � r' �-r�----- � � NEW HP
<br />NEW HPC _ �� a " rR= 0.00' f TYPE N-4 �' f s r�- ,
<br />R-40.00 / ri _ TYPE N 40.00 ,r -y --y x - - x - - •Y ,
<br />cv + �4" ; MARKERS -1 j// R=40.0 N i � -
<br />- •Y•�� t . x. �. �.. 4.1...E /...;i �. \-----�'J'•
<br />91+45.95 �6.33'Rt. REALIGN 9.`B� :1� Q� CONFORMRTO S 95+66.b9 78.0O'Rt.-BC �>
<br />ELEV. 204108 - GB b� ACCESS. R " A
<br />/ I N / '' cS �" EX ACCES$', ; LEV. 201.98 - GB I NEW FENCE
<br />rn i O O REALIGN U.S. B. R.
<br />NEW FENCE ,r I INSTALL " ' - ROAD
<br />ACCESS ROAD x i
<br />C.L.-4 (212 a' /
<br />+45.95 121.66 Rt. -BC A�#GRADE BREAK �`O�i C 11 / INSTALL 25'
<br />---- C.L.-42 GATE
<br />ELEV. = 201.40 y
<br />r' (210 EX ACC SS 0 �� lo, �' ¢ \
<br />INSTALL 45LF r
<br />12 RCP TO FLOW ROAD / -�
<br />FILL TO GRADE /
<br />93+79.26 162.31'Rt.-EC
<br />NOTE:
<br />U.S.B.R. ACCESS ROADS
<br />HAVE CHANGED.
<br />CURVE DATA TABLE
<br />DESCRIPTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />I
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C228
<br />70.00'
<br />94.40'
<br />77'16'01"
<br />q
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C229
<br />70.00'
<br />70.79'
<br />57'56'30"
<br />q
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C230
<br />70.00'
<br />80.58'
<br />65'57'20"
<br />q
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C231
<br />70.00'
<br />86.55'
<br />70'50'29"
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C232
<br />70.00'
<br />87.33
<br />71'28'57"
<br />I TE
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C233
<br />70.00'
<br />88.04'
<br />72'03'34'
<br />q
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />C234
<br />70.00'
<br />62.42'
<br />51'05'17"
<br />q
<br />DWR-PATTERSON
<br />PASS
<br />RD
<br />6235
<br />70.00'
<br />42.78'
<br />35'01'11"
<br />�4r'�'N
<br />CCAREX C 4406
<br />s Exp -_�•f/ �
<br />7}
<br />s
<br />F CAOF
<br />�- - " - " - -
<br />ELEV. = 253.1 t ACCESS ROAD ti ELEV. = 245.6± evin arter, P.E. C44665 Date
<br />Kerry Engineering and Surveying, Inc.
<br />CONFORM ;CONFORM
<br />1. INSTALL 5 STRAND BARBED WIRE
<br />PATTERSQN' PASS ROAD (CALIFORNIA AQUEDUCT) FENCE & " GATES WITH
<br />93+69.20 158.90'Lt. METAL POSSTSTS AAS SHOWN.
<br />ELEV. = 197.0±
<br />START GR_aVEL 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 />(213. OFF MAIN ROADS, FOR U.S.B.R. ACCESS
<br />ELF ,= 197 64 i r X95+81,871 149.18'Lt.-EC
<br />INSTALL 25 � GRADE BREAK � ROADS.
<br />GATE
<br />93+36.93 120.47 Lt. -BC / ELEV. = 202.9±
<br />I � CONFORM
<br />I ELEV. = 198.29 1 ^yf ��rn =
<br />3 �� � C,�08 CONFORM TO i � �,� � ,, � �! ` ,' � `•`f,
<br />91+94.28 22:54 Lt. INSTALL 45LF EX ACCESS
<br />12"RCP TO FLOW r ' ROAD/`-
<br />ELEV. 1203.40
<br />91+44.90 93.16 Lt. � , �. I • ;"
<br />ELEV. = 198.2±.' FILL TO GRADE ?a
<br />�. - _
<br />CONFORM M ,.' I p' SHOWN, PLACE I 95+60.09 98.45'Lt.-BC
<br />INSTALL 130LF h N I' .. I n. 6 GRAVEL.
<br />' _ I ELEV. = 202.70
<br />I I GRADE BREAK '� { I NEW FENCE
<br />12"RCP TO FLOW
<br />I^ I �, >-..-..-. 4 I
<br />2 x►j ,' ' INSTALL 25' I NORTH
<br />91-F44.57/297701t.-
<br />7-70f
<br />t�44.57` 29;7©'Lt: 7".
<br />I I .: ., f., � �CONFOR1vt-TO - . __ . Ca�:=42' GATE— � t�'- L___.
<br />INSTAL 55LF 35+60.09 36.22'Lt. SCALE. > "=40'
<br />GB, 6.77% TO 7.23% �` ! !� �EX ACCESS r'
<br />r - +
<br />ELEV; .__ 202:80-± _ _. I ° ____ - ROAD _. _ " ,.. ELEV.. 202.40----G8_NEW
<br />NEW
<br />.. - / `7 12 RCP TO FLOW / o __--
<br />#.
<br />NEW FENC x � R=40. 0, \R=40.00 , -_ -
<br />-_--_ANEW HP_R=2(300'/ m -f _ W56 R=30.00 - �__ 9.3 - _ __m_94;L+00 i,
<br />90+_(10_ ri i . 91+OOrr: ✓ ,r/-9.2+04-00
<br />97+ NEW.. E
<br />+
<br />EWE TYPE N-4 NI 91+67.54 5.58' t. Ft TYPE N-4 ' f TYPE N-4 ___ _--------
<br />MAKERS ELEV. = 205.39 MARKERS �` MARKERS __ -----
<br />-'-►�-�� � --•--- -•^ � r' �-r�----- � � NEW HP
<br />NEW HPC _ �� a " rR= 0.00' f TYPE N-4 �' f s r�- ,
<br />R-40.00 / ri _ TYPE N 40.00 ,r -y --y x - - x - - •Y ,
<br />cv + �4" ; MARKERS -1 j// R=40.0 N i � -
<br />- •Y•�� t . x. �. �.. 4.1...E /...;i �. \-----�'J'•
<br />91+45.95 �6.33'Rt. REALIGN 9.`B� :1� Q� CONFORMRTO S 95+66.b9 78.0O'Rt.-BC �>
<br />ELEV. 204108 - GB b� ACCESS. R " A
<br />/ I N / '' cS �" EX ACCES$', ; LEV. 201.98 - GB I NEW FENCE
<br />rn i O O REALIGN U.S. B. R.
<br />NEW FENCE ,r I INSTALL " ' - ROAD
<br />ACCESS ROAD x i
<br />C.L.-4 (212 a' /
<br />+45.95 121.66 Rt. -BC A�#GRADE BREAK �`O�i C 11 / INSTALL 25'
<br />---- C.L.-42 GATE
<br />ELEV. = 201.40 y
<br />r' (210 EX ACC SS 0 �� lo, �' ¢ \
<br />INSTALL 45LF r
<br />12 RCP TO FLOW ROAD / -�
<br />FILL TO GRADE /
<br />93+79.26 162.31'Rt.-EC
<br />NOTE:
<br />U.S.B.R. ACCESS ROADS
<br />HAVE CHANGED.
<br />CURVE DATA TABLE
<br />91+18.17 177.50'Rt.-EC . SHOWN, PLACE ELEV. = 197.9± , 4+61.95 142.09 Rt. -PRC
<br />ELEV. = 197.5± 6" GRAVEL. CONFORM INSTALL 50LF . ELEV. = 199.52
<br />CONFORM 12 RCP TO FLOW/ DELTA MENDOTA CA (NAL
<br />GRADE BREAK PATTERSON PASS ROAD)
<br />0
<br />U m 7
<br />Qoo0
<br />N
<br />W M D w
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<br />0 O Y W m
<br />\�u o LLa o o
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<br />W Z Z Y
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<br />0
<br />� H
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<br />o a 'n
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<br />z�
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<br />LU
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<br />II' Q cc
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<br />� DN.
<br />as
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<br />IL
<br />m0 VLU
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<br />Oa>
<br />m
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<br />0 a Q
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<br />cc0
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<br />s
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<br />W 0)m
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<br />DESCRIPTION
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />q
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />C208
<br />70.00'
<br />25.24'
<br />20'39'26"
<br />q
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />C209
<br />UNUSED
<br />UNUSED
<br />UNUSED
<br />q
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />C210
<br />70.00'
<br />64.64'
<br />52'54'39"
<br />q
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />C211
<br />70.00
<br />91.50 174'53
<br />36
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />I C212
<br />1 70.00'
<br />1 138.92
<br />113'42'21"
<br />I TE
<br />USBR-PATTERSON
<br />PASS
<br />RD.
<br />I C213
<br />1 70.00'
<br />1 56.75'
<br />1 46'27'13"
<br />91+18.17 177.50'Rt.-EC . SHOWN, PLACE ELEV. = 197.9± , 4+61.95 142.09 Rt. -PRC
<br />ELEV. = 197.5± 6" GRAVEL. CONFORM INSTALL 50LF . ELEV. = 199.52
<br />CONFORM 12 RCP TO FLOW/ DELTA MENDOTA CA (NAL
<br />GRADE BREAK PATTERSON PASS ROAD)
<br />0
<br />U m 7
<br />Qoo0
<br />N
<br />W M D w
<br />(n W N
<br />Q
<br />Cn 01 00 0
<br />L) UU U }
<br />U U m
<br />Y Y Y
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<br />Co W W W
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<br />n a w o 0
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|