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N <br />v <br />=TAILS <br />'I= 20' <br />U <br />O <br />U <br />OF of <br />STREET <br />N Lfrje - <br />2g#EXIST. cur <br />vS'ATcN <br />Ex I elr <br />PAviny <br />2817 E•P <br />' L � <br />28.34E�P��� <br />�.SiE1N 5 <br />UJCATIoti <br />! <br />BENCH MARK-Sp1k <br />In pole ELEV:28.32 <br />21.1 R <br />21.69 E.F <br />28 so S <br />AIO <br />1=.066 of <br />PAVING <br />M AIN loew <br />TYPICAL STREET SIGN <br />x «M"iw 5 ifrtrs _ 28.1 26.6 I coDc wA,F.ao sze END 1I <br />7)010 9 Vt 1, , tg, t0 1944' 3 _.o t 32" 2$ O 1 i S1iu! Siyn <br />" $- .P/f/tde/ Si leGfame Ni s n .(Ol0//OI7 <br />/r` ^+I(j 0 22 i 27.3 O Ca/e >yPiN 'n l/r/i" wI� ➢ <br />Auo1 % V 1 DI i Oo !wd Bwfrscrir, sN..riny <br />to /t° I o Gas. .4 f <br />®rr" u' <br />®6 STORM <br />•10'1.4 d � w _ � _ `.1'+I:•° <br />H <br />ri of lP o ��- POND �afr: <br />S� e6dr� L <br />I. <br />f� <br />TYPICAL SECTION T. I. =3.5 <br />2q.1 <br />28.5 <br />29.0 29.0 /2" 28.4 �Iw" I 750TTOIM 28A/ess G':1`:ai V STREET SIGN POST <br />_ dairirdes �b Ge /abad while Nsi 2 <br />N STORIYI is I IO,000 LEAct-1 Fle_ rU AREA � ' °1 <br />I_ F -LEU. - _ Gprhr of ExrennrArtrd .Grin N=6/mr '+ �piJl/e/C . y LOCATION DETAIL <br />I"1 POND - t Elrrrd' orn o cyryN/ibla Pn°rr. ti I .. <br />7 �-G.8 <br />BoTrom I� <br />EL. 27�� I 20' O/ ISIS I- 8 + I j �/`: <br />Y 3 I tT3 Ont 'r* -el vi w& rtquiiet/ <br />QOq 65 MO FT. In `I <br />i���� O /0 6"X6'derse TYPICAL STREET SIGN Otmenstons for block numbers <br />rP. - t.l l rtnKfw•e/ y>de '•e are for toesbom of numbers onl <br />E F?P. �, NI iiq / _0 -3 BdNmd savfac� INSTALLATION y' <br />1ot.4o' ltr / �,� fear <br />STANDARD STREET SIGN DETAILS <br />PARCEL A <br />TYPE B <br />28.7 <br />26.5. 293 94 269 9's > 1 Gnrdge 2g? 28.3 279 BARRICADES FOR TERMINATING STREETS <br />014- 0 220 st eRlsr. <br />PARCEL D ors' <br />LA <br />-T ap <br />_ sfer�or/Fraint � to <br />NO �- -- O ro"v EL. 'L7•$ ; 1 � _... .. /�/j - enoyl vti' �sYtrs� w�.. � <br />I9" <br />/ I " P as <br />020" SUR <br />D•O °�•41'^' oO. °.ji.°'Oo°1i•o <br />Z `// <br />a.9.3 -1r 24.0 -fT 1 .7 ---v' LL'/ � � 1 � � 1' v�e cc)oO �G'G' d o ° • ; o ,o - ° " e o, s � ° � . � �O <br />�3. y SToR(t7 oN A ,{[rlli - A 0 ° <br />26.b 29.73 3G.0 3d's D 3.f/iiJ , o °o ° o e • ♦ p e <br />.. o• Op. <br />/ Fr. X19 ,6s +\I MON <br />tO 000 5'[l, _ - 'PRYP I - N <br />/ L6hcN FTE7-D Bza :' CAPRCtTY 4300 Fr? Y\� „ Suwiy 'Lla"Vumenf <br />/ �.� •IB.S :,rr r,,, `�\ is �isl�l�1/yrs ,.�'Sn. r3�J%torr Hiv w:/h <br />0. <br />yNd/SJU/.�6� <br />:4n Q ' <br />Lq <br />TYPICAL SECTION <br />root ^� <br />t- 04 <br />' 28.0 B4RRIUDE G We/l zevme Gift Fro/Jfe <br />tD,pOO ® �r0 r" Ho%S <br />Yti Lletrio%'losf/ton. SURVEY MONUMENT <br />2T_9 X75 v. T FRAME and COVER ASSEMBLY <br />PARCEL C PARCEL B <br />O I L4.3 CBNOTEs EXtSTINb• ELEVATIONS <br />IC <br />iE.3 -O 2' le 0O j_ i. 9 DENOTES FINISH ERP DEi <br />to,000 rd LF.SCN FIELD AI¢EA SECTION A -A <br />O rlkll <br />3g9 2T.7 I <br />28•D 9r 2q.b sTORm PoNo <br />two m <br />EL. <br />CRPRc1n <br />uRAL Z7 4'760 Ft3 <br />KIND <br />PLAN 27.6 <br />Zg.G <br />I"=40' <br />. Z6•b <br />�- EX75T C-IRx--,e_7Np <br />(Ty?) <br />27.4 BoLTm XL. 1[ ALL Fboe w NAKE <br />�' 93 , cAPAurY ®T.'� g� l SIDE SLOPE XI <br />2� 9 ai <br />S.P. R.R. <br />27.1 26.1 26.0 F'I <br />ST. <br />>,P Q �rNF <br />x_ <br />I� VERT GURvE _I 26.1 OP BANTA <br />SEE OE'TML ABOVE SITE <br />Q <br />IbR 4. fiRA DES �OQ ROq <br />30ULFIAT PrR Po SED ST FLAT ` •Z9 S <br />J <br />-► Lo' UTILIT"IMS <br />WATER.: WELLS ON INDIVIDUAL LOTS is <br />SANITAV-Y SEWER . SEPTIC TANKS ON 1NDIVIDUAL LOTS p WOO /\ <br />SToRm sewer - 1. ORAINRCI E. of THe LOT' AND AD.IACENr m 10 <br />ROAD To 8E RETAINED ON INDIVIDUAL LOTS, y0 <br />ID NO. <br />Z o � � Z HvyAY <br />na u� PROFILE a N <br />�G <br />p1E <br />N SCALE HORIZ. I" =40' w ° 51 <br />VERT. I"=4' VICINITY MAP <br />-0+45 0+00 100 2I 0 265 3+06 I 1200 <br />c: <br />APPROVED <br />19-L2- APPROVED A 4 #�A 7' t Z. lg�r _ revisions job no. 1789 SHEET <br />no. description date by WONG ENGINEERS, INC. date NARCN 1979 <br />(' > <br />PLANNING* ENGINEERING -SURVEYING scale AS SHOWN , <br />STOVCKTON, CALIFID IA IMPROVEMENT PLAN FOR COZY COURT <br />drawn MR.K./ OF ONE <br />SAN JOAQUIN LOCAL A�LTH DISTRICT SAN JOAQUIN CODIRECTOR OF PUBLIC WORKS R.C.E. No. 14289 design WE <br />check FILE <br />RINTRO ON OIRM NO. $ OON C"ARPRINT <br />2619 IL <br />" F" <br />21,31 E.P STREET - <br />7.6T E.P. <br />� T <br />T •ST <br />// ?\ T <br />AIO <br />1=.066 of <br />PAVING <br />M AIN loew <br />TYPICAL STREET SIGN <br />x «M"iw 5 ifrtrs _ 28.1 26.6 I coDc wA,F.ao sze END 1I <br />7)010 9 Vt 1, , tg, t0 1944' 3 _.o t 32" 2$ O 1 i S1iu! Siyn <br />" $- .P/f/tde/ Si leGfame Ni s n .(Ol0//OI7 <br />/r` ^+I(j 0 22 i 27.3 O Ca/e >yPiN 'n l/r/i" wI� ➢ <br />Auo1 % V 1 DI i Oo !wd Bwfrscrir, sN..riny <br />to /t° I o Gas. .4 f <br />®rr" u' <br />®6 STORM <br />•10'1.4 d � w _ � _ `.1'+I:•° <br />H <br />ri of lP o ��- POND �afr: <br />S� e6dr� L <br />I. <br />f� <br />TYPICAL SECTION T. I. =3.5 <br />2q.1 <br />28.5 <br />29.0 29.0 /2" 28.4 �Iw" I 750TTOIM 28A/ess G':1`:ai V STREET SIGN POST <br />_ dairirdes �b Ge /abad while Nsi 2 <br />N STORIYI is I IO,000 LEAct-1 Fle_ rU AREA � ' °1 <br />I_ F -LEU. - _ Gprhr of ExrennrArtrd .Grin N=6/mr '+ �piJl/e/C . y LOCATION DETAIL <br />I"1 POND - t Elrrrd' orn o cyryN/ibla Pn°rr. ti I .. <br />7 �-G.8 <br />BoTrom I� <br />EL. 27�� I 20' O/ ISIS I- 8 + I j �/`: <br />Y 3 I tT3 Ont 'r* -el vi w& rtquiiet/ <br />QOq 65 MO FT. In `I <br />i���� O /0 6"X6'derse TYPICAL STREET SIGN Otmenstons for block numbers <br />rP. - t.l l rtnKfw•e/ y>de '•e are for toesbom of numbers onl <br />E F?P. �, NI iiq / _0 -3 BdNmd savfac� INSTALLATION y' <br />1ot.4o' ltr / �,� fear <br />STANDARD STREET SIGN DETAILS <br />PARCEL A <br />TYPE B <br />28.7 <br />26.5. 293 94 269 9's > 1 Gnrdge 2g? 28.3 279 BARRICADES FOR TERMINATING STREETS <br />014- 0 220 st eRlsr. <br />PARCEL D ors' <br />LA <br />-T ap <br />_ sfer�or/Fraint � to <br />NO �- -- O ro"v EL. 'L7•$ ; 1 � _... .. /�/j - enoyl vti' �sYtrs� w�.. � <br />I9" <br />/ I " P as <br />020" SUR <br />D•O °�•41'^' oO. °.ji.°'Oo°1i•o <br />Z `// <br />a.9.3 -1r 24.0 -fT 1 .7 ---v' LL'/ � � 1 � � 1' v�e cc)oO �G'G' d o ° • ; o ,o - ° " e o, s � ° � . � �O <br />�3. y SToR(t7 oN A ,{[rlli - A 0 ° <br />26.b 29.73 3G.0 3d's D 3.f/iiJ , o °o ° o e • ♦ p e <br />.. o• Op. <br />/ Fr. X19 ,6s +\I MON <br />tO 000 5'[l, _ - 'PRYP I - N <br />/ L6hcN FTE7-D Bza :' CAPRCtTY 4300 Fr? Y\� „ Suwiy 'Lla"Vumenf <br />/ �.� •IB.S :,rr r,,, `�\ is �isl�l�1/yrs ,.�'Sn. r3�J%torr Hiv w:/h <br />0. <br />yNd/SJU/.�6� <br />:4n Q ' <br />Lq <br />TYPICAL SECTION <br />root ^� <br />t- 04 <br />' 28.0 B4RRIUDE G We/l zevme Gift Fro/Jfe <br />tD,pOO ® �r0 r" Ho%S <br />Yti Lletrio%'losf/ton. SURVEY MONUMENT <br />2T_9 X75 v. T FRAME and COVER ASSEMBLY <br />PARCEL C PARCEL B <br />O I L4.3 CBNOTEs EXtSTINb• ELEVATIONS <br />IC <br />iE.3 -O 2' le 0O j_ i. 9 DENOTES FINISH ERP DEi <br />to,000 rd LF.SCN FIELD AI¢EA SECTION A -A <br />O rlkll <br />3g9 2T.7 I <br />28•D 9r 2q.b sTORm PoNo <br />two m <br />EL. <br />CRPRc1n <br />uRAL Z7 4'760 Ft3 <br />KIND <br />PLAN 27.6 <br />Zg.G <br />I"=40' <br />. Z6•b <br />�- EX75T C-IRx--,e_7Np <br />(Ty?) <br />27.4 BoLTm XL. 1[ ALL Fboe w NAKE <br />�' 93 , cAPAurY ®T.'� g� l SIDE SLOPE XI <br />2� 9 ai <br />S.P. R.R. <br />27.1 26.1 26.0 F'I <br />ST. <br />>,P Q �rNF <br />x_ <br />I� VERT GURvE _I 26.1 OP BANTA <br />SEE OE'TML ABOVE SITE <br />Q <br />IbR 4. fiRA DES �OQ ROq <br />30ULFIAT PrR Po SED ST FLAT ` •Z9 S <br />J <br />-► Lo' UTILIT"IMS <br />WATER.: WELLS ON INDIVIDUAL LOTS is <br />SANITAV-Y SEWER . SEPTIC TANKS ON 1NDIVIDUAL LOTS p WOO /\ <br />SToRm sewer - 1. ORAINRCI E. of THe LOT' AND AD.IACENr m 10 <br />ROAD To 8E RETAINED ON INDIVIDUAL LOTS, y0 <br />ID NO. <br />Z o � � Z HvyAY <br />na u� PROFILE a N <br />�G <br />p1E <br />N SCALE HORIZ. I" =40' w ° 51 <br />VERT. I"=4' VICINITY MAP <br />-0+45 0+00 100 2I 0 265 3+06 I 1200 <br />c: <br />APPROVED <br />19-L2- APPROVED A 4 #�A 7' t Z. lg�r _ revisions job no. 1789 SHEET <br />no. description date by WONG ENGINEERS, INC. date NARCN 1979 <br />(' > <br />PLANNING* ENGINEERING -SURVEYING scale AS SHOWN , <br />STOVCKTON, CALIFID IA IMPROVEMENT PLAN FOR COZY COURT <br />drawn MR.K./ OF ONE <br />SAN JOAQUIN LOCAL A�LTH DISTRICT SAN JOAQUIN CODIRECTOR OF PUBLIC WORKS R.C.E. No. 14289 design WE <br />check FILE <br />RINTRO ON OIRM NO. $ OON C"ARPRINT <br />