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Of 200' 400' 600'
<br /> LEGEND
<br /> 25,34 EXISTING GROUND ELEVATION
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<br /> COS BENCHMARK 191 NAVD88 DATUM A.P.N. U N
<br /> ) E �07
<br /> C04s0F o• 132-080-4.3( N p67QD _�p AY
<br /> — — RIDGE MAP 060 OR1VE�� t.
<br /> FEMA 132` RU1�L NO.
<br /> 6"6- R'i
<br /> ---•- LIMIT OF CONSTRUCTION A-p'N. ' w10 DWG' �o
<br /> 0 ,Og PSR SJ'GO
<br /> ---13 FENCING , 32-0 4�p
<br /> —�- DIRECTION OF ONE-WAY AISLE
<br /> N A 06 p-p8 ORWA =P
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<br /> 132 W1pF RU1 W No. R o ' f00 �Oi1R \�a�'? 19,
<br /> �r EXISTING WATER & SIZE N. a . D '
<br /> C .- .__ t P 44 Gp�N o ,
<br /> A•P N 06 A. 40)1q PER x.00' 3 g3' 8 �0= �pNE '" \�'o EXPIRES�9 20
<br /> -- -° EXISTING WATER VALVE - 13 04 � 8
<br /> " 2 pRoP A0) Q ,moo,
<br /> sa VIL
<br /> PROPOSED STORM DRAIN & DIRECTION OF FLOW
<br /> 132-016U APPROXIMATE EX. WELL SITE 5 p 7'00�4g,.. 1� f2'�at s , `r't�yF� oo�,
<br /> ► ► ,...� � r. --- � � + 'rte, Q' �,� n '2 �' �AIE�.�
<br /> GUARD Sh�4CK 12' X 12' �'" f�' - r S "71
<br /> PROPOSED SANITARY SEWER & DIRECTION OF FLOW ( .� WJE F a —' s.?. ff r �� ti� r
<br /> A•P'N'-09f zQF1g� �7COQbG
<br /> OMH PROPOSED MAINTENANCE HOLE Z-060 v _ �NO. p6d
<br /> 3 & i w.�" MA MAP „ T ��5 '.% r ��• �C,�,'L �� Cn
<br /> •Dl PROPOSED DRAIN INLET 7 A*P•N•_OZ °�' r pOLI 0 p s=ue r� �\ W
<br /> _050 -p6 p J,'• - ., 2 Q� A � ---
<br /> ODL/ f 132. -oLis
<br /> / A P N A p60.0 O� R - , `1
<br /> ZD
<br /> w A•P _g r f f �" _ t')( �.� . t� LIMIT OF ry1 _� (n z H
<br /> N �1 tl� 32-0�0 9 25' ''' IMPROkEM£NTS '� C 0 S BENCHMARK Q W N z
<br /> z 1 1 i F;. 25�� -� ��� ;Et�� _ �" j► 191 (NAVD88 DATUM) 0 0
<br /> A P N
<br /> OD o . ;, r �,0 _: _ f r o \, �1 132-070-16 48
<br /> t'Ay ti na 32-a50 N _ -f; ��'� f ,, �� Of _ �.,�
<br /> 5j 1,2 91.45' j p U
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<br /> Co 3'1-070-09, �4 / �, � \ 'nom �-
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<br /> N, " N ; ' r ry �,? Z CD O "
<br /> P Ar ,f > o
<br /> 40_0 o P N ,a, �� ..a�
<br /> 32_0 -� A -0 \ N r ..:i +v
<br /> � 2-0�0 \ p•P 0_17 -'` r � � � w°�' + l.�f --� o
<br /> � '
<br /> ?3 32_0 z r _ � n,� f 3; , �+� Df ;� ,n
<br /> A P N'lo/u_a
<br /> 132 6"SS SER!/ICE LATERAL ' r GAS t� `p �� �� �f,�� r EX. ,£4CR.4MENT0 & 0
<br /> Z--A' SSMH I 1 A.PN-'05 p5 5. f ljw- �� r r �� / SAN ✓DAOUIN C)
<br /> i32-a�0 \ l,, 16 �' r r i �� DRAINAGE DISTR1CT �
<br /> \ T55 EASEMENT, Q
<br /> az P•N' A•P N' 3 r r ,f i -
<br /> �� '0_02 7p_0 � �.� � � �,� C / OR .3501 432
<br /> 32_0 t 32 6"SS SERVICE LATERAL ► _ �� rr; ��'� ' Uf i
<br /> 1 y\ G
<br /> $17.0049 LIMIT OF
<br /> 12 �.... ` 18 IMPROk&ffNU
<br /> -v a a w �'$S, 845IN FENCING
<br /> I •� 6"SS SERVICE LATERAL , 625 J5',1i�UN0
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<br /> 100 rFAR
<br /> \0� .. FLOOD CONTOUR o R pA ALdQp
<br /> IX Ssm'�Y 10
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<br /> N34 54 58"E 104.72
<br /> ZONE AH
<br /> o� EX 36"55 FI ?'22! 7 (Ec 29) O� Q.
<br /> FEMA M4P NO. 06077CO46OF
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<br /> � STORM WATER BASIN h -/ _- 0' z
<br /> EX. P.G.&E. POLE LINE �.` / O V) °
<br /> FEMA MAP N0. °�, �c9 EASEMENT OR 381-306 / �' j (,� p
<br /> o�? \ 4 ,:{;, , �S 1 RETENTION VZYME 201.44• AC-fT i �
<br /> 06D77G0460F \.h�*. O` Dp; BOTTOM AREA' 122f AC-FT ` -'! > � � w
<br /> TOP AREA' 19.64 AC-fT
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<br /> jirk '/ 1 hit Fr fr
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<br /> 4Z LIMIT OF —`
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<br /> SANITARY SEWER
<br /> (ss) NOTES:• v._�� N'� TACT/p „ " IMPROVEMENTS
<br /> l J \ A.p/v J32_D,O_ N /LRp•4!J ��' � {�� s
<br /> O1 CONNECT TO EX. SSMH ,�9, EX. 36--SS (NE & SW) FL 12.21.1, 10"SS (SE) FL 14.,381 -fX SSviv ,v? 19
<br /> (FLOW LINE TO BE VERIFIED) �! 132-07p_18 m
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<br /> 2 74' -- 10"SS, S=0.0018
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<br /> �J PROPOSED SSMH, 1D'SS (NW & SE) FL 14,51 A•P 470- z Y
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<br /> O4 PROPOSED SSW 10-SS (N) XZ 17.44, 6"5S (SE) FL 17.77 � U
<br /> OPROPOSED SSW 6"SS (NW, S & E) FL 27.67 � s
<br /> �6 181' - 6"SS, S=0.007
<br /> O7 PROPOSED SSW 6"S5 (N & E) FL 28.94 � Lo Z
<br /> CD
<br /> 8 6"SS 0 1/8" PER FT., FL 31.57f, MINIMUM FF 32.50 C ) a
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