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1 106 <br />1 104 <br />I 102 <br />1 100 <br />Em <br />M <br />M <br />M <br />1 90 <br />la i <br />10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20 <br />I <br />I I I <br />+00 <br />t06 I <br />104 <br />102 <br />100 <br />UM <br />ME <br />�Zi= <br />92 1 <br />WPM <br />NOTE: (Typ. All Lots) <br />1. Unless otherwise noted, services to be GUQB OATH: A A TA <br />at center of lots. R- 1.4, 5 � o <br />2. Services minimum of 3 feet apart on main d = /4°5/'46" � <br />line & minimum of 3 feet from valves. L = 25.29' <br />T = /2.72' \ y <br />3 'J K v d = /4 57 25 GUQB 09T9 : t <br />Q p r p R = /482' o L = /35. 72' a R= 4B2' R= 768' b R= <br />V V d= 4°49'4T/ 7= 69.00' J o " ° i F n <br />W o y o \ d = /7 56 O/ d = 7 42' 22 o <br />L= /50. B7 L- /03..90' c ti <br />I y o cry L= ?5.29' Q <br />ti �k ° V l` e 7= 6/.20' p h 7- 76.D6' T- 5/, 72' 7= /2.47' i o <br />CURB DATA : � � � � � � o -. � �• y 4� � � m .N <br />R= 58' Q y �. w ti Q o U ,� 20�05.62NJONZAN/TA W4Y o <br />/5,, 54.4/ "- CHEEKY/FFV AWIM <br />L= /i9 64' o a 2 x: 2: v o o ? o ti Q Cons> SUwey 1WO12. o <br />7=96.88' 252 Zq Co y tion `v4 �� b <br />o a N 253 'ti m 254 255 w 256 257 258 �o a W N m <br />No e o H 260 26/ 0 262 Z'6 3 264 265 <br />e� H� <br />tit <br />W <br />V 4 x 4 4 <br />le 106,6. <br />�� a --—----�----------_--_ __---_-----_____ __-' " <br />- --'_ ___ 36"OAK � -----_---_--- 26 CURB D,9TA <br />CO/JS L <br />/ 3 ' 8 W. } /004 F. -- = Bx, <br />��e�/cha�r'Pa�j / I.Nv _ II � � I � o • I • la - I � r IT 18 � � ~ o I 20• \� T=86.06' <br />6 L " • 16 • /?°5D. m M /OP 9 •F6. \ /P' w \1 <br />° —�� 2 12 n . 6„55 10 3O” OAK <br />250 1 <br />N <br />W�F91 <br />---- --_ ' .----- ---------- ----?5-' <br />-- <br />w <br />0 -------- Q -------- N I v'°. �• <br />s <br />.r' <br />E, C, <br />T/O/7O <br />7C./O°------------ <br />------- —3------ <br />8GGC <br />`� � i i,, ° o ti `�-� � � \ N, w . � 267 <br />247Ul <br />249 246 245 244 243 239 238 V2.37 <br />I o i v �, ti 24 2 241 '. 240 <br />CUQB DATA : 6 <br />/z = 97.5' W <br />d = /4 ° 5/' 4' " W /8'/8' W y 4 x Q q V varies PS' 30' <br />Q Pf' ? <br />T =,✓-71,' Vii 3 15' P5' H V V Q varies 50' io 60' <br />r 2 ni t` Ul <br />Ftp <br />C Lf� "iz caQB DATA: a " a V <br />�4? OQ82 <br />ass M Q= 20 Q=/58 = 4" Q=5/B " R= 732 R=2a' ti <br />ry 3p� J111 Q x x d = 98° 27 29" d = 4/ 43'47 57 25 d d = /7 56 O/ d = 7°42'22" d = BZ° /9'02 " <br />q <br />, f <br />N0. DATE REVISIONS <br />6 /9 B7 F/na/ Check by Co <br />2-s -so �S .�, /,-' ten, f -;;i, <br />^ NU WUH LL[HNYNINI <br />4�pp <br />L = 30. BB' <br />7 = /9.47' <br />BY DESIGN 7R, SEP. DRAWN BY .QL�J., EB$. APPROVED BY <br />7L 5. �. <br />Ilev� <br />MITTED B <br />R.C.E. DATE r `'% SAM JOAQU1N <br />,19 <br />OLIC WORKS <br />L = /25.83' � <br />7' 63. 27' <br />L = /62. /3' <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS — SURVEYORS <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368-6618 <br />L - 98.45' L = 29.73' <br />7 = 49.30' T = /7.49' <br />MANZANITA WAY <br />ARROWHEAD OR. to CREEKVIEW M <br />BEAD CREEK TERRACE <br />UNIT NO 364 <br />SUBDIVISION IMPROVEMENTS <br />SHEET ® OF /2 <br />JOB NO. 8578 <br />FILE <br />NO. <br />