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T p <br />`v R <br />93 a a a <br />I• <br />I <br />I <br />N ' <br />. 02 <br />I <br />.02 <br />I <br />I I <br />I <br />i all <br />6'=2/.69 22.14 22.44 1 P=21.04 <br />4.5'=21.56 IN �, O <br />APL I CZLLAf 22 ,�� TG 22.92 <br />21 P=22. <br />.71 <br />I 3 <br />TG=22.15 TG 22.22 42' �� uiP EY <br />P=21.65 P=21.72 Rrw� P=21.48 02 <br />�5 -- - - - - -- ----� � <br />-- -- - , I <br />TG=22.13 TC --Z.32 - <br />P=21.63 1°=2/.62 76=22.86 76-231. 01 <br />COURT P=22.36'1 P=22.57 <br />6'=21.69 I o 0�� <br />4.51=2/.56 <br />i <br />14 22.44 �� P-22.40 <br />5=.oII <br />� i 1 <br />nl <br />gg I� a <br />i I <br />' � I <br />i <br />I <br />I <br />I <br />i <br />\ <br />I <br />II �� <br />ENTR*e A1' 6RAV I N6 VETA 11. <br />SCALE: 1"=20' <br />XT" <br />m <br />It <br />r <br />23 <br />21 <br />19 / <br />17 <br />P2 <br />15 <br />M. H. * 59 <br />13 RIM= 1'5.0 <br />ASL. l G <br />EX. <br />PROPOSED TOP OF <br />( 4-k " ROLL TYPE) <br />s=.0025 <br />Em <br />w <br />5025 Z <br />SEE THE OAKW00D LAKE SUBDIVISION <br />OFF-SITE WATER PLANS FOR THE <br />12" WATER LINE. <br />:IL Lm <br />SCALE: 1"=40' <br />3. <br />COURT <br />100.00' <br />VERTICIL GARY£ <br />2. <br />v <br />v <br />TABLE <br />v <br />Z0) <br />sM <br />= <br />CURVE <br />DELTA <br />i <br />LENGTH <br />CHOW <br />TAN6ENT <br />DE5C. <br />(0 <br />90'42'37' <br />30.00' <br />47.50' <br />42. b9 <br />30.37' <br />FL <br />+u� <br />gr�r <br />30.07' <br />46.87' <br />+a� <br />+cvn <br />FL <br />m <br />m <br />n <br />n <br />n- <br />10.94' <br />av <br />N <br />F- u1 <br />272.00' <br />16.93' <br />16.93' <br />6.47' <br />FL <br />PROPOSED TOP OF GL <br />(6 " VERTICAL TYPE) <br />a p v•G' <br />12 b" Q•y.G• <br />3Q� L F <br />O�Q <br />S , 1NOODINARD ROAD <br />so' <br />i1 ID' <br />CONNECT TO THE <br />12" WATER LINE <br />FROM OFF-SITE. <br />SAW GUT ALONG THE <br />ED6E OF TRAVELED <br />MAY, MEET AND MATCH <br />THE EXISTIN6 AG <br />PAVEMENT. 5EE THE <br />ENTRYWAY 6RADIN6 <br />DETAIL AT LEFT. <br />♦# IQ <br />ALL WORK WITHIN THE S. MOODNARD ROAD <br />RI6HT-OF-NAY SHALL BE IN ACC.ORDANGE KITH <br />THE CITY OF MANTECA PLANS AND SPECIFICATIONS. <br />THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT <br />PERMIT FROM THE CITY OF MANTECA PRIOR TO <br />PERFORMIN6 ANY WORK WITHIN THE 5. WGOPMAR12 <br />ROAD RIGHT -OF -NAY. <br />CURVE <br />TABLE <br />W <br />Z0) <br />sM <br />= <br />CURVE <br />DELTA <br />RADIU5 <br />LENGTH <br />CHOW <br />TAN6ENT <br />DE5C. <br />(0 <br />90'42'37' <br />30.00' <br />47.50' <br />42. b9 <br />30.37' <br />FL <br />2 <br />89'31'12' <br />30.07' <br />46.87' <br />42.25' <br />29.75' <br />FL <br />3 <br />3'49'09" <br />326.00' <br />21.86' <br />21.66' <br />10.94' <br />FL <br />4 <br />3'34'01' <br />272.00' <br />16.93' <br />16.93' <br />6.47' <br />FL <br />Us <br />4024'00' <br />265. 00'1 <br />20.35' <br />20.35' <br />10.18' <br />PL <br />b <br />4'24'00' <br />335.00' <br />25.73' <br />25.72' <br />12.87' <br />PL <br />'1 <br />4024'00' <br />307.07' <br />23.04' <br />23.03' <br />11.52' <br />CL <br />e <br />4'24'00' <br />288.00' <br />22.12' <br />22.11' <br />11.06' <br />H <br />a <br />62'07'50' <br />307.07' <br />325.31' <br />309.61' <br />160.72' <br />CL <br />Io <br />62.07'50' <br />323.07' <br />350.26' <br />333.35' <br />194.58' <br />FL <br />11 <br />62.07'50' <br />277.07' <br />307.37' <br />265.87' <br />166.87' <br />FL <br />62007'50' <br />270.00' <br />292.78' <br />276.65' <br />162.65' <br />PL <br />1l1212 <br />1 <br />62'07'50' <br />330.07' <br />357.65' <br />340.57' <br />198.80' <br />PL <br />14 <br />62.07'50. <br />268.00' <br />312.30' <br />297.22' <br />173.49' <br />W <br />62007'50' <br />312.07' <br />338.33' <br />321.99 <br />187.95 <br />5 <br />ALL WORK WITHIN THE S. MOODNARD ROAD <br />RI6HT-OF-NAY SHALL BE IN ACC.ORDANGE KITH <br />THE CITY OF MANTECA PLANS AND SPECIFICATIONS. <br />THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT <br />PERMIT FROM THE CITY OF MANTECA PRIOR TO <br />PERFORMIN6 ANY WORK WITHIN THE 5. WGOPMAR12 <br />ROAD RIGHT -OF -NAY. <br />25 <br />23 <br />21 <br />19 <br />17 <br />15 <br />13 <br />1y <br />A -1y t r .. �, �r�'✓ <br />z <br />0 <br />d <br />u <br />Ln <br />0 <br />W <br />0 <br />z <br />0 <br />V) <br />C <br />W <br />Z0) <br />sM <br />= <br />`" <br />_ <br />W N <br />W' <br />,L <br />>L°'o <br />.a <br />V <br />1 <br />oQV <br />?•�'�o� <br />>Z <br />U <br />Lu <br />a <br />.� <br />ME <br />O <br />W <br />M <br />Lu, M <br />z <br />c'o�v <br />Lh <br />�/� <br />V I <br />V <br />N C, Lr'Qz <br />�0p <br />t/1 <br />L <br />v <br />LLJ <br />D <br />v <br />_ <br />a <br />N <br />Nti <br />N <br />u~1iV-U�1FV-NFV- <br />u�1W <br />INSTALL THE PAYING A5 <br />PER THE ENTRYWAY 6RAPIN6 <br />5=•015 <br />DETAIL AT LEFT. <br />�1 <br />M. H. <br />58 <br />RIM=21.7 <br />/ <br />25 <br />23 <br />21 <br />19 <br />17 <br />15 <br />13 <br />1y <br />A -1y t r .. �, �r�'✓ <br />z <br />0 <br />d <br />u <br />Ln <br />0 <br />W <br />0 <br />z <br />0 <br />V) <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />9 a� No.61619 � <br />6* 9 Ezp.6-30 07 <br />r <br />-7 9'1j� 3� CIVIL <br />ei -7 eGF CALIF <br />•9 � <br />0 <br />5 rj DRAWN BY: J. 5. H. <br />� <br />v v V DATE: A• 14, 2006 <br />> 11=40, <br />SCALE: 1 n =40r <br />w �i1 2 I DWG: 2966-GPPP <br />CHECKED: KN <br />9O p O O _ yO� _ Ory O 0 h job 4 2966-04 <br />Ir <br />in 8 II 1I It ry II II SHEET <br />n x l i v v v ± + SCALE <br />HORIZONTAL 1_ 14 <br />u1 -i i N.4 N o a It N o N go N i N -j VERTICAL <br />" 40 <br />VERTI GAL 1 -=4 OF 26 <br />C <br />W <br />Z0) <br />sM <br />= <br />`" <br />_ <br />W N <br />W' <br />,L <br />>L°'o <br />.a <br />V <br />1 <br />oQV <br />?•�'�o� <br />>Z <br />U <br />Lu <br />a <br />.� <br />ME <br />O <br />W <br />M <br />Lu, M <br />z <br />c'o�v <br />Lh <br />�/� <br />V I <br />V <br />N C, Lr'Qz <br />�0p <br />t/1 <br />L <br />v <br />LLJ <br />D <br />v <br />_ <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />9 a� No.61619 � <br />6* 9 Ezp.6-30 07 <br />r <br />-7 9'1j� 3� CIVIL <br />ei -7 eGF CALIF <br />•9 � <br />0 <br />5 rj DRAWN BY: J. 5. H. <br />� <br />v v V DATE: A• 14, 2006 <br />> 11=40, <br />SCALE: 1 n =40r <br />w �i1 2 I DWG: 2966-GPPP <br />CHECKED: KN <br />9O p O O _ yO� _ Ory O 0 h job 4 2966-04 <br />Ir <br />in 8 II 1I It ry II II SHEET <br />n x l i v v v ± + SCALE <br />HORIZONTAL 1_ 14 <br />u1 -i i N.4 N o a It N o N go N i N -j VERTICAL <br />" 40 <br />VERTI GAL 1 -=4 OF 26 <br />