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 />
|