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S�-9s�
<br />PI
<br />D/
<br />VICINITY MAP
<br />-Z--' 6' high w/s/A
<br />POAID VOLIIXF
<br />24,93.4- C.F.
<br />t or 0.064"Mick CMPi S'
<br />l2" -Mkk grovfed mat
<br />--
<br />472-- /2'"Cob6/Ps
<br />6 4'w i'de 3 {+ it pipe
<br />4o edge
<br />0
<br />26-'-o
<br />classl.- CB, 8esinWe
<br />5--5-3Ac+3.S7AC = 9 40 AC
<br />27m'n -S= 1.23 %n�hr, C=1J.30
<br />Q=CIA=0.3-1,23x9.4=3.47CFS
<br />(Ackva/ Capxi'� 15'06)Pc6fS=o.0030J�
<br />(?=3.60 CFS
<br />C=0.30 j�A=q.40AC j k=,e,40in.
<br />vRlum►ee-- C12 /
<br />R _ 0.30x2.4 x2.4 K43,560 _24,568 C.F.
<br />AcFva/ = 42.84t15.00 104.84 +83.00
<br />volv►v,t 2 " 2 x (2709-17.91 = 24,934 C.F. OK
<br />24 74"
<br />6"
<br />T
<br />No A- -00A or E,/
<br />v p ► a 1
<br />Z ERCP C/ If. ov
<br />IN
<br />4 G v
<br />9 J B a o
<br />►► 0 a a r V o
<br />0 o p0 V nD / a 17 0 17°
<br />IF
<br />SECTION 8-8
<br />SECTION A -A
<br />ANDARD STORM DRAIN INLET
<br />G ENERAI. NO TES
<br />l AIZ IMPROVEMENS SHALL BE CoAls 1?UCTED /A/ STRICT ACCORDANCE
<br />WITf/ TH,�7 COUNTY OF 5A11 ,TOAQU/N PUBLIC KXORKS DEPARTMtNT
<br />S PEC/LI CA TIONS AAI/ DRAW/1V;1 A IVD T#4F APPROVED SET OF
<br />PLANS AND PROFILES.
<br />I
<br />4. WATER AND 5EWER FAC/LIT/ES TO BE PR/l/ATE WELLS AND
<br />RogOWORK CHERRyLANO AVENUE
<br />(TYPICAL) LEAC/1F/ELDS AS PER SAN T0A0U141 HEALTH DEPARFWAIT
<br />REO UIREMEIV T-5.
<br />3=0"
<br />%O" y_ 2! 0 "
<br />a iemh'n?I GLr6 o/fb/�rn.
<br />8,vsh Fh,sh _.1
<br />Trowel Ornish
<br />•y.o.e��•►y�s
<br />{►U,
<br />.spaced /210.0.
<br />/ii'- n J ---1.
<br />56- O. 0032 '-cless JZ, Qcp
<br />C R 055 SECTION - VERONICA STREET
<br />(NO SCALE)
<br />H 20 Loadin
<br />Li-: 720*
<br />DL 2.5- t d e{ ss &civ r x 1.5 58{� fij
<br />3, o � w,'de -ttc cy } 6/
<br />Tofa/ Load = LL.+OL, = 720A'+923*1b43r/�f. P%pe
<br />c/ass // RCP, Min. 1000'1#, of D/arve>Er�l./ /osd 7l&kr-
<br />10001.4 1.1 irbs = 165-0.4 >. /643'1
<br />GUTTER
<br />RESTS
<br />-,. rtaf-r- t Gre+- -
<br />\,r7///,'r\,'\\ � 7yPk./
<br />21"0 R.C. P CLWT
<br />Typ%c al
<br />5. TWO
<br />2,
<br />ELEV,4TIoNS
<br />REFER TO 8,- 111 MARK - NA/L 5ET
<br />/N PAVFMENT
<br />A13A1V001VED A5 AER SAN
<br />TOAQUIN LOCAL HEALTH
<br />EL .32.41
<br />AT CEN7-TRL�NE CNERRYLAA/IJ' AVENUE
<br />/NiERSECTFD
<br />&x 6-f. D#'kb t
<br />BY NORTH
<br />PROPERTY L/NE OF COUNTRY HAVEN
<br />S-XTEiVDED,
<br />cpm 4
<br />I2
<br />s -. !
<br />r` F Z-gli
<br />ELEV- TO
<br />U. S. G. 5. 33.67 S.E. Cor.Cone. Drive 3/5(7
<br />CRFRRVI-AND.
<br />2'ACjS"A13j51AS8
<br />95% Compec+ion
<br />3.
<br />THE DRA/NAGE POND SHALL 8,E" /N A MAWTENANCE
<br />D15TR/CTo,
<br />I
<br />4. WATER AND 5EWER FAC/LIT/ES TO BE PR/l/ATE WELLS AND
<br />RogOWORK CHERRyLANO AVENUE
<br />(TYPICAL) LEAC/1F/ELDS AS PER SAN T0A0U141 HEALTH DEPARFWAIT
<br />REO UIREMEIV T-5.
<br />3=0"
<br />%O" y_ 2! 0 "
<br />a iemh'n?I GLr6 o/fb/�rn.
<br />8,vsh Fh,sh _.1
<br />Trowel Ornish
<br />•y.o.e��•►y�s
<br />{►U,
<br />.spaced /210.0.
<br />/ii'- n J ---1.
<br />56- O. 0032 '-cless JZ, Qcp
<br />C R 055 SECTION - VERONICA STREET
<br />(NO SCALE)
<br />H 20 Loadin
<br />Li-: 720*
<br />DL 2.5- t d e{ ss &civ r x 1.5 58{� fij
<br />3, o � w,'de -ttc cy } 6/
<br />Tofa/ Load = LL.+OL, = 720A'+923*1b43r/�f. P%pe
<br />c/ass // RCP, Min. 1000'1#, of D/arve>Er�l./ /osd 7l&kr-
<br />10001.4 1.1 irbs = 165-0.4 >. /643'1
<br />GUTTER
<br />RESTS
<br />-,. rtaf-r- t Gre+- -
<br />\,r7///,'r\,'\\ � 7yPk./
<br />21"0 R.C. P CLWT
<br />Typ%c al
<br />5. TWO
<br />EXI5T/HG CAPPED WELLS
<br />TO 8E PRoPERL y
<br />PL 6GG D
<br />AND
<br />A13A1V001VED A5 AER SAN
<br />TOAQUIN LOCAL HEALTH
<br />D/STRICT
<br />6. R EINFORCED CONCRETE PIPE SHALL 8F /N
<br />ACCORDANCE" W1 7-1-1 SECTION 65" , 5 TANDARD 5PEC/F/C4T/ON
<br />JAN. /975 CALTRA/VS.
<br />LEGEND
<br />x 100.00 Exis&' q Grade
<br />r 00.00 l=inlshed Grade
<br />CG- /oo.o0 Top 0� Cvrb &- ev er Crede
<br />P.G.&6. PO/C 9-7-i'e
<br />® tX is-kin9 Me// -
<br />1A I -
<br />e//-
<br />Cgk-h 8 8S. n 6-1
<br />6:6'3 AC C=0.30
<br />0 = CIA= 0.3 +r 1.23x56-'3 -2.04 CFS
<br />(Ac -h,9/ Capaci/S"f RcP of S=0.0032 is
<br />0 = 3.70 CFS.)
<br />Neo Loed,ng w/16,000n,s on41rarwheels,4halls apprvx.2#W1'14
<br />L4 i014?nce 19Ca01- 0.09 fed*.Vn,,fe4' ,b 2,5* de/07* -/u-hpof p,pc
<br />LL = 0.09 16100o*= 720'
<br />214
<br />DL : o f 2.5V de pM 7/S * 4 /.5- s e #A 74ac4or
<br />2. S-# w%cl� d+e«.ch
<br />Toi-a/ toad = LL I- DL. = 720" + /073`= 1793*I.P4 0. P"pe
<br />CLaz Y. RC -P. mtn• 13500M- 04 Diarr,e%r, /. / /oBr/ lac4or
<br />A1lowa6le 1350t`x1./ x 1,25 = / 85-6 "? /7g30 K
<br />caics
<br />12evI5ed M �y,ensf,DtfAi�-66-
<br />1
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