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NICHOLS 11
<br />APNN 99028021
<br />S.J.Co
<br />APN 085-380-12
<br />+37--€ItT€R- ROtLS— - - - - /' �--
<br />�
<br />SHALL BE PLACEDDAT AT AqF ♦
<br />FOPPIANO LANE ALONG ENTIRE �� C-3
<br />FRONTAGE OF SUBDIVISION /
<br />3615
<br />3657 \ O
<br />\37 9 �\ nl�� / \C /
<br />0
<br />36+8 �`� ��`A� X80
<br />/ h
<br />36.7 Q
<br />/�J��3
<br />02
<br />^ O�
<br />OAS EP
<br />25
<br />SUR, ` +
<br />ham.
<br />I 36.K5
<br />` o �
<br />SAWCUT & REMOVE 12" WIDE STRIP OF EXISTING PAVING,
<br />MATCH EXIST. GRADE.
<br />INSTALL SW -42 SIG PER R-26 ® .72
<br />\ EXISTING CE STRIPE
<br />PROVIDE E INTERSECTION BREAK AND "NO PASS' BARRIER \
<br />STRIPE AT � FOR 300' MIN. TO EAST & WEST OF INTERSECTION
<br />INSTALL DETAIL 27B STRIPING (DASHED) THROUGH INTERSECTION
<br />PER CHAPTER 4 MARKINGS, CALTRANS TRAFFIC MANUAL
<br />CENTERLINE OF RW
<br />0+00 CL 0+11 EP/GB
<br />(P) � GRADE
<br />(E) � GRADE
<br />VERTICAL CURVE DATA 3
<br />LOW POINT ELEV = 36.72
<br />LOW POINT STA = 0+43.13
<br />PVI STA = 0+25
<br />PVI ELEV = 36.64
<br />A.D. = 2.600
<br />K = 19.229
<br />R E V I S 1 0 N S
<br />0
<br />3
<br />kj"y
<br />35
<br />34
<br />/ G ICFFtOM
<br />LOT 1 NEi S1R1P1 SRP, 2.0
<br />2� E` GS �tRaNs a
<br />2.00 AC.
<br />\NN3 OAR 6, M�K1N------------------
<br />PER UPPP _, 2.00 AC.
<br />+ SEE rP SEc��N
<br />0
<br />R\P\NQS, & N0l e - / - - - - - - - LOT 4
<br />- -\ - - - 2.00 AC.
<br />5+00 �. �---36------ _
<br />R=2o0'�- - /'+� /0 p
<br />DELTA=42'ooV9" \ , OF
<br />4+0 L=746 66' T x�0 +
<br />1 l _ , - _ �— S68'07'
<br />QF�NGS / , CH- 35'W 14339' h \
<br />SSS N47,0 217.49 - -----------_ `` \ ' •`\ FA �\ \ - - - - R-50
<br />S�G�
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<br />G / cA n / ♦ F& ��J7� I
<br />°�! ♦ m + / COVF��T ° I I�A�DYPEeB-
<br />LOT 6
<br />m // 2.00 AC. f
<br />♦ \ LOT 7
<br />2.14 AC. �
<br />h
<br />I
<br />///�10' P.U.E.
<br />LOT 5 I
<br />/ + -
<br />2.00 AC. h. I
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<br />cc
<br />/
<br />O S
<br />/ INSTALL NOT A THROUGH=
<br />' STREET SIGN PER 3 '
<br />\ /
<br />INSTALL DETAIL 276 RIPING PER CHAPTER 6, /
<br />CALTRANS TRAFFIC MANUAL �\
<br />- 87' OF FENCE TO '
<br />BE REMOVED
<br />-�� SEE DETAIL \-i-/ /
<br />/ FOR STRIPING
<br />6.
<br />P
<br />FILTER ROLLS 3
<br />$ / SHALL BE PLACED AT i
<br />—SHALL BE
<br />LANE ALONG ENTIRE
<br />\J FRONTAGE OF SUBDIVISION
<br />v o� �Xle,
<br />P 'yF
<br />Zo\\\Zo\\\ 36.42 SIMI COURT
<br />3sss �� SCALE: HORIZ. 1 "=30'
<br />7y
<br />a� I
<br />/
<br />r �
<br />7 /
<br />/
<br />P
<br />/
<br />*4? + VERT. 1 "=1 / S E V O I V A — L l +,
<br />+ NOT TO SCALE '
<br />1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+59.90 8+00.90 EP
<br />N O t -D 7
<br />M1 S M1 cD M1 07 CTS cD N O M CO � ,"J 10 (T N CV N O
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<br />OSED CE �L..
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<br />0
<br />SEAL
<br />VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=30'
<br />' m ANTONIO M. CONTI - CIVIL ENGINEER JOB NO. 04005 ROADWAY IMPROVEMENTS
<br />No. szo09 -0 DATE 07/08/05
<br />EXP. 9/30/2007 * P.O. BOX 1396 PHONE (209) 476-0970
<br />WOODBRIDGE, CALIFORNIA 95258 DATE: DESIGN SJG SI M I ESTATES
<br />\P
<br />9Te oF�cn0 F R.C.E. N0: 62009 DRAWN SJG
<br />A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/07 CHECKED AMC SAN JOAQUIN COUNTY, CA
<br />38 VERTICAL CURVE DATA
<br />LOW POINT ELEV = 36.76
<br />LOW POINT STA = 6+64.52
<br />PVI STA = 6+99.88
<br />PVI ELEV = 36.62
<br />37 A.D. = 2.307
<br />K = 43.341
<br />36
<br />35
<br />34
<br />SHEET
<br />2
<br />OF 4 SHEETS
<br />SEAL
<br />VERTICAL SCALE: 1"=l' HORIZONTAL SCALE: 1 "=30'
<br />' m ANTONIO M. CONTI - CIVIL ENGINEER JOB NO. 04005 ROADWAY IMPROVEMENTS
<br />No. szo09 -0 DATE 07/08/05
<br />EXP. 9/30/2007 * P.O. BOX 1396 PHONE (209) 476-0970
<br />WOODBRIDGE, CALIFORNIA 95258 DATE: DESIGN SJG SI M I ESTATES
<br />\P
<br />9Te oF�cn0 F R.C.E. N0: 62009 DRAWN SJG
<br />A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/07 CHECKED AMC SAN JOAQUIN COUNTY, CA
<br />38 VERTICAL CURVE DATA
<br />LOW POINT ELEV = 36.76
<br />LOW POINT STA = 6+64.52
<br />PVI STA = 6+99.88
<br />PVI ELEV = 36.62
<br />37 A.D. = 2.307
<br />K = 43.341
<br />36
<br />35
<br />34
<br />SHEET
<br />2
<br />OF 4 SHEETS
<br />38 VERTICAL CURVE DATA
<br />LOW POINT ELEV = 36.76
<br />LOW POINT STA = 6+64.52
<br />PVI STA = 6+99.88
<br />PVI ELEV = 36.62
<br />37 A.D. = 2.307
<br />K = 43.341
<br />36
<br />35
<br />34
<br />SHEET
<br />2
<br />OF 4 SHEETS
<br />
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