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® cffo 1t 7G g 6o'R.o.w. V STREET LIGHT 100 W H.P.S.V. BY P.G.&E. <br />c°Ncr. TYPE q BARRICADE wAvr+B i5' PRNATE DRIUEW AY <br />Bo6GS CONST• 1204• .6 "AM LINK FENCE z0 <br />CONST. S.O. (TEMPO ! - <br />49.1 �; � 1't.o 49.2 4'1.5 44.9 44a 48.9 493 tq.s {q. D- STORM DRAIN <br />g o O"I5 4B G I <br />-W WATER LINE <br />As.0 130.00' 700.00, 441 7730.00' 4R 6 159.09' "_6 117.07'49 O 0.00'50.% 3 130.0 <br />4T•o clis <br />MANHOLE <br />I 2 r WELL LOT SEE SHEET INDEZ M.H. <br />SHEET 6& 7 _ <br />Q ^m I W 49 5 137.00' 14.5' o SHEET 1 ][BNTEPLANS UNDERGROUND IMP1iOVE- v S.D.I. STORM DRAIN INLET <br />z 3 r < ut <br />l d 12 to I w SHEET 2 LEFT TURN POCKET -1•-• F.H. FIRE HYDRANT 9 VALVE <br />W I - a to to SHEET 3 STORM DRAIN POND & PUMPS <br />NJ �- I a SgEBT 4 DETAIL SHEET 0 CENTER LINE MONUMENT BOX,4:. <br />4 t <br />y z�1O-Nttz c I `.� A.C.P. ASBESTOS CEMENT PIPE CLASS 150, ASTM C296SHEET 5 STORM PUMP & WATER LINE DETAILSo <br />' m ' 2Oo.00 <br />.. <br />SHEET 6 WELL AND PRESSURE TANK PLANS S.D.P CONTRACTOR'S OPTION STORM DRAIN PIPE <br />o �• m 13 0 14� 15 " 16 w 17 V o 18 d <br />r ] ` to I m to a, ro r' N a2 O SHEET 7 PLAN d�c DEPRESSURE TANK SITE R. C. P. REINFORCED CONCRETE q PIPE CLASS III <br />to <br />Q� tt-9 10 47•e T3 I 41.1 47•¢ 47.7 41.6 19.4 1R.9 44.7 49:5 44.5 44.4 r ,; a A.S.T.M. C76 FOR SIZES 18 AND LARGER. <br />°o Io E.S.C.P. EXTRA STRENGTH CONCRETE PIPE <br />to IW oaf a u ° A. S.T. M. COIR FOR SIZES i5 AND SMALLER <br />1 STORM DRAIN ul I 0 ^O wIl „ o m s <br />dt POND SEE 11 i `' vi a to Nil <br />- - z -eii z 9A <br />SHEET 3 %*9,0.1.1 aet - Wig lot 1n <br />p3 _R_ z� 9aoTE l-STttEET PAUtNCr G CUR1bb TRANSITE STORM DRAIN PIPE CLASS III <br />STREET 516NN32 3 dU m zgti s.c.P. A.S.T. M. C633 <br />IwII `� �? 10 "Tree- NOT To S.Cl�VB SEE <br />:� a O CONST. 3•o.t• ^1 ^� j. -Z VMST. PRESSURE' to-STRECT SIGN r 1 <br />N�I eo'1t.o•w- PARKWAY T`(BtCAI. 4t.EGTt01J 5HE6T 4". <br />Z J ; to P. U.E. 47•GTTC IDEAL_ 4>Y: 49.53 41•ttre 4'7.1 re _- 4T 47 Te 4776 Te _ 7 _ EXISTING ELEVATIONS <br />z O9 rC - - Kkr+ _- BLOWOFF <br />- , a N STORM DRAIN B. 0. <br />_.�Tc s.n- F.H }� Z_4LUCr EntD Oar LOT <br />6 WATER SERVICE SEE SHEET 5 <br />S <br />Vit i H A MOR77\IZED PLUCr E <br />„ <br />= STUBS <br />7.T re _ 47 67 T. e. _ W 3 AT 7NE TIME OF DEVELOPM NT <br />_ _ 4Q. o T.c. 49•x3 4. 7 TC 47.14TC a7 47 Tc 4i• _ = EACH LOT TO TN E <br />r 4T•3 / 46.ta ®° 4q •a 51.1 w r c 50.6 so. 98,g 48.1 N SHALL C O IJ N E CT <br />65' 0 cs•19•s �' GS, Tc STUBBED STORM ORA11�.1 LATERAL <br />CL w� i 4-7.2 _ Gs <br />' y II <br />rA to P.U.E. + to' -►f II <br />rQQ R -So W <br />ExtsT• PREssURE CONST. "4. P W W <br />0uj <br />Q <br />41.3 eoNST. EJA-t. g -7II M. A. A 19 - IL"S.D.P. i <br />M <br />-Irs.aP. W Q NOTES w4 -- Iy11 <br />•L LOT sruBs <br />o � � N `N V N MINIMUM Coven• ON WRTE[z. LINES SHR LL $E 3C�� <br />^� ° r r' r w ^to I ° ^`o <br />2 <br />7 6 5 4 3 t B <br />' ui 9 8 r% 10 <br />B <br />N t0 r' I m � r r -r r SECTION ° <br />1e mdit + `� d d 1 CONCRETE FENCE SHALL BE CONCRETE INTERLOCK FENCE <br />CA NEW :REGENCY STYLE BY DESIGN FENCE SYSTEMS, <br />46l O 47.5 d 49.0 49.¢ 49.8 st.o 503 41.9 49.1 ® 11.4 FRESNO (209) 252-7337 PLACE FENCE 6" <br />OUTSIDE OF R.O.W. LINE INCLUDING FOOTING. <br />kI BENCH MARK LIST OF UTILITIES <br />O <br />-tea I <br />SPIKE IN P.P. SEWER SEPTIC TANK <br />t 41.8 474 i49.t M 14R so.os°B So.1 , 44.5 , 49.z 409.1 44.1 ELEV. 4298 <br />0 WATER CENTRAL C.S.A. 30 <br />130.0° 131.t� 8 t 9,0 50 s 30.00 SO. %49.15 Sog 137.11 GO q ISO -00 44 Ct 130.°0 44 8 137.00 4'4.5 <br />49.4 � 5os Saa 5e.3 50.9 So.S �°44.4 44.1 49.E STORM DRAIN CENTRAL `.POND C.S.A. 30 <br />STREET LIGHTS C.S.A. 30 <br />$OUTtt SAN _ioAQU1t4 1RQ16AT1014 nlst'a1cT' SCALE HORIZ. I"= 80' DATUM: U.S.G.S. FIRE DIST. MANTECA•LATHROP RURAL <br />VERT. I"= 4' <br />EXIST. GROUND , r <br />w ve CENTER LINE OF STREET 50 1C (:i0' SYptEET l l0 <br />e7ti'x*CE MTER LINZ of STRFLUT 16.63 �48.�+9Oa- �r ra•+E <br />0.15 °i9, 0.32 WO <br />4T.4f71 4#4� <br />4 <br />47.44 O. -Ls °lo - <br />MI 41 �• 7.35 4l. '1.37 1A6 �"�- <br />z <br />+ 45 <br />Ex ST <br />t , „ 04:o677. -S=o.00t7 � s_a 'Lt°sToRM ORAtN <br />mvi. 42.64- 2 -31sT• EMST. <br />CLOT 71 S .O . f' � a - INv. 4-7 AG <br />1 71 1Nu• -,L,n4 Pvl�s M H. come. Ross1NG5EJtJ. ( 9,S <br />12 <br />D.P. $=0.001$ tDpt_30'S•D.P ♦'•�. _ IMV. 4►. t;2 <br />iNv. ¢1.57 - _ , .. --.'4r0 Sso.R Sxo.00l7 No a i v "a7� • <br />to1`-:�6u44 S:o oD�3 - <br />WV. 44 -'� c •' eRoSSIN6' �• <br />4yp. $30.OQR,, 90 <br />eX1sT. Bo <br />a e <br />• +b0 <br />IIkV.38.80 _'_Fr►v.3q.4'I _' `tNv40. OtR55 tlt-RS6sEtt.lOtNT I EX4tiT 9Qt-iG" R•c.P. ' <br />uau.39.49 ,1Nu.38.49 j <br />ct,Ass nU - Rus►ER dotaT <br />W U. <br />Z <br />WI I <br />} <br />tr w - <br />SoTmm <br />C M a 2 x x <br />p� i 4 z fj t- 4D a w <br />aul D T <br />'vw OL 1 m , 1 0 m <br />1 <br />m x w�. <br />m N * rj <br />W 01 d <br />or <br />S. S. J.1. D. PIPE <br />�44- <br />91111 4? + + (Ex1STtriG <br />G- <br />4 - <br />o 00 - o <br />c + p <br />„ , <br />p HORIZ. SCALE III= 20 <br />30 2+00 0+00 1 0 +00 24-00 4- -00 6400 8+00 IO + 00 124-00 <br />SEE SHY <br />VENTURE WAY IDEAL PARKWAY TYP- �ie.SEeTtoP 9,t= t.oT <br />eo.tsrlwT 5t oeE To BAeK <br />► s�°�° Z S9v <br />,✓ 1.1 48 <br />t i <br />DROVED NtA&Ctf 19 19 82 APPROVED R 22 5 - 19 APPROVED + `- - 1985 46 <br />0 4+ <br />Oioo �5 1tOo 2#00 3#oO 4ko0 <br />4NTE A- LATHROP RURAL FIRE DISTRICT CHIEF SAN JOAQUIN COUNTY FIRE WARDEN SOUTH AN J AQUIN IRRIGATION DISTRICT S #= 4,01 vt f-. <br />,ROVED 1�^� a 19 a� APPROVED_ ' , 191 revisions job no. 1961 SHEE WONG (ENGINEERS INC. MANTE CA INDUSTRIAL CENTER <br />no. description date by CIVIL ENGINEERING G�ONSULTANTS date JUNE 1981 <br />------------- 210 N. HUNTER ST., STOCKTON, CALIF. f. b. no. <br />R �� drawn C.C.W. STREET a UNDERGROUND IMPROVEMENT PLANS <br />OF svEN <br />SAN QUIN LOCAL HEALT DISTRICT S.J. COUNT IRECTOR OF I3UBLIC WORKS R.C.E.tI,258 1 R.C.E. Na 14269 design WE FILE <br />No. - <br />check <br />