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.E <br />38 <br />36 <br />9V <br />32 <br />30 <br />M <br />u- <br />0' <br />Lite - <br />0 <br />U -1 <br />�y3j�cm <br />c>p� <br />0O%En <br />00W <br />ED <br />r- LU <br />- <br />6f Pavement • ° ; �n <br />WQ % m <br />Profi/e 5o'. CC. 50 'y m� 4) 0) Vc a <br />N . to ry <br />� M U cW U <br />i <br />_ , 0,. <br />p Uri N Ln <br />to <br />Q —U m �' N> �`�a N K' M <br />oo Zz <br />I <br />p. p o 35l <br />(N) 92 4f <br />05J 38 [ F lzrs— !" /0 r 5D <br />LIIK � 5./.G,B 34.G0 <br />0140 50 4F <br />8"tv j5w) <br />50 4/' <br />//1; dF 5/C.6 -94.70 <br />/nli 33.30 IAY. �i$.�9 <br />ll?eXA/f 25o /Gi 3G"9D <br />/173!, 4,3(30 119D) <br />ACP cl Z400 <br />,N <br />10+00 11+00 12+00 13+00 <br />T <br />1D <br />-ei <br />Uj <br />282 LF 36110D _ <br />- 27 <br />mm <br />O�44 <br />.p ,0 <br />1 <br />14 +00 15+00 16+00 17+00 <br />It b <br />et VALLEY OAK PLACE-1 <br />CURB DATA CURB DATA O N i <br />R-07' R= 27' R= 27, <br />7 <br />d=7B°37'84" o= 90000' 90000` <br />C037.05' L= 42,41' ?• L= 42.41' <br />o- <br />Q <br />°10 <br />N <br />N <br />' 28.65 <br />( <br />18 t00 <br />W <br />40,1 <br />38 <br />Cost iron <br />From and Cover — refer <br />+o irarn¢ t Gro+2 Dwtoil. <br />Top of pavement <br />grant <br />36 <br />Precut reinforced concrete <br />grade adjustment rings <br />2", 3", 4" d 6" sections <br />as required <br />Precast reinforced <br />R'' <br />34 <br />concrete cone. <br />i•:. <br />�: <br />N <br />AN joints mortared and <br />banded with mortar on <br />both Interior and exterior <br />A <br />surfaces. <br />E <br />s; <br />32 <br />1 <br />Precast reinforced manhole <br />pipes, Class L as r <br />" Diam. <br />o <br />to obtain proper elevation <br />r <br />2', 3, a 4 sections. <br />Lowest <br />,k <br />A ILI <br />f: <br />30 <br />Class *a" �Concrste for <br />to <br />base. .Pre- cast base <br />may be used if approved <br />by the Engineer. <br />ELEVATION <br />STORM SE111�ER MANHOLE <br />*NOTE . A f- W, M o►.N ' am hay `b1"Igp0'� III" 9WVied . by the EnOw.. <br />Grout smooth all edges of pipe opening <br />3' Openlne (See Note No 3) <br />A �5Robot* (typical) <br />t II <br />PLAN VIEW <br />rd Storm Sower Menhole.11efor <br />�aa detoil,. <br />to f eandafloa —� <br />s" Miw <br />'10a "s" Concrete <br />4' Dia. <br />. 002 /0"Sv W N ' _ _ :: a.,r+•-, <br />I I O 16 36 17 1 8 _. ... <br />e N ..y0 .i N M " <br />Z p,l SS ` N V ! �`O I —5' Min. <br />Cj <br />s I SECTION.A-A SECTION A -A <br />o - 7z, <br />ft <br />uture 5rgo36aaf PIPES LARGER THAN DIA. PIPES 24" TO 36a DIA. <br />5' P.U� V •ice 5' PUE:' NG <br />IP.Gyt , <br />NOTES <br />�� <br />cc!tnU I. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller. <br />(7 N lyy �� V Ui O I V I` 1 I 2. For pipe larger than 44"O.D., Me loltndgtioq slttdl a%tend a minimum of 8" beyond each <br />O / sids of the pipe. <br />,� ,� �� �A � m i 2 �. DCI � ,� <br />No,U � h �y` W 1 U; <br />t` 3. Opening to be 3 long s (I.Q of pipe) Wide, up to 36" I.D. pipe. For pipes larger than <br />a' 7 \ t, t\ a 48 <br />4 N 2 qmj 3 l`I � )V S 1 2 \ a fi 2r 22 / N w N 3e I.D. , opening to be 36" Diameter or Square. <br />oU 4N c�it) b O 30' C `njtJ <br />+ <br />u c e aEm STORM DRAIN MANHOLE <br />+IU <br />h�— <br />G41R6 OA7A CURB DATA CURB DATA �5 CURB DATA <br />R-59.00 R= 97.5 R=27' \vR= 27' <br />!1 /08.2/ /3" p= 14'51'49" 46= 90000, 0= 90000' <br />G> /09.ro9 L= 25.29' L= 42.41L= 42.41' <br />N0. DATE REVISIONS BY DESIGN DRAWN BY ,�G_,./� APPROVED <br />I981 B& <br />n G�'N%• f- AUMBACH PIAZZA <br />p .✓ c, fVALLEY OAK PLACE RIVER MEADOWS SHEET T OF I2 <br />JOB NO.8OlO9 <br />/OEM CIVIL ENGINEERS — SURVEYORS SUBDIVISION IMPROVEMENTS <br />APPROVED BY''MEADOW VIEW DR. TO 53O'E/WOODSIDE UNIT NO 1 <br />G9S 221 W. OAK ST., LODI,CALIF. 95240 PH. 209-368-8098 FILE <br />R.C.E. IZ <br />GATE �o�o—g/ SA JOAQUIN COUNTf"DIR CTO OF PUBLIC WORKS NO. <br />281 <br />ON DIEPO NO. ID H CIEFRPRINT <br />