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K12 Architects, Inc <br /> JOB NAME: JOB#: <br /> 20-016 <br /> WILSON WAY CHEVRON FUEL DATE: <br /> 12-14-2022 <br /> _�-- --------------------- ---- <br /> ----------------------------- <br /> ALLEN ROAD <br /> ULTIMATE R/W MATCH <br /> EXISTING -� <br /> x�z7 9 <br /> xzu > -^xz, - 8. T --- ---�- -3j $30' PG&E <br /> 27.2 '' x EASEMENT - <br /> + • > +++++++++++++++ + + z,.8 22.0 x o' <br /> �4+ X 2,.9 <br /> +++++++++ ++++++++ ++2�.+ +L + + + + + + + + +++++++++++++++++++++++++++ + + + + + + + + + + + <br /> + + A. + <br /> .+ ++ +-.---.- + +++++++ +++++++ ++++++++++++++++++ +++.+++.++ .TRP+ <br /> + + + +++ +++++++++++++++++ ++++++ <br /> 28.2AC 28 2AC� + + + + + + + + <br /> 27.9AC ++ + + + + + + +a <br /> RI 7 <br /> w <br /> 2 ~ DI 24.21 N n.o p 4 1 RI + 2 <br /> 27 6A 1 15"s 2j.g,oINV. <br /> 7. A <br /> x 27.e 28.45AC x 27 A 7. A 27.8A ^�° x 5 x zo x 27.2 DI x 27.6 <br /> 7.4A + I� 4 �27.QAC ^1° 7 X 27.6 <br /> + + + + eF V <br /> +++ +-, 27.8CONC IS R D r------ z <br /> 11 <br /> I. <br /> 7 1A 7. A ++++pb 28.2TC O 4 <br /> BASIN 3 6 <br /> 7.7A I <br /> 2,035 SF 2 +++: 3 Ln I �N X(z, <br /> ELEV.: 24.8 ++++ 1 A I 7• N� ib 1 <br /> TOP OF POND + * 7.09RIM I I I G <br /> z6.e 7.X 1. ++++ 2 2 24.331NV. DI x z6.6 I. x 26.7 I I ® I. <br /> AC <br /> 6 DRAIN TF�I�y 7 A 28.4 F.F. l° <br /> + <br /> + + <br /> CURB ++ 18 <br /> N 7.A V <br /> A 7 7.56AC 7 L% * 2 .13 NC 9 ' 2% �olq I I 27.A . q <br /> N vol RIDGE 11 <br /> .76AG�--7--�-� + + ++ 7 I[VI 7. ? I 77.SAC1 <br /> N 28.15CONc 8 'y ®® + <br /> +. 7 �o I' ®® I DI I 0 I ++ +a <br /> -- I•� +*+* + <br /> + 4 N 28.2TC ® iv 3 I I + + <br /> + y NC xn.z' U, xze.e + +a <br /> - -- - ze+ N + + N � I I 1 + <br /> + + 7.A 7.0RIM <br /> + + .4 N I24.451NV. I Q ++ +i <br /> + ++ 0 1 ':OWN i _L +++ ' <br /> DRAIN THRU I * , *+ , <br /> CURB I I 2,7 �1.8Ac �C I ------ I + + + <br /> + ++++ <br /> + 7.5E-.. %4 N �1 G 7.9AC 27.58AC�++++* <br /> 1 ® �- \O F <br /> 27... I +++ +++ 7.7A 4 R 7.9A *+*++ <br /> ++++ + <br /> i'+ + 2 + x26.6 x N.3 ++++ 27 <br /> t <br /> --�-- --7-, +++ A 7. A 7. A A 2 +++ ix,M <br /> *+(D++++++++' 7.56AC 7. 6AC <br /> 71 C I + 27.56AC 27. 6AC �o 4 A E <br /> + ..� <br /> +++++ + a + <br /> ++ + + + + + a + 7. <br /> + <br /> 8.22AC +'-++M 2CON*C++ 7' C'" 7.44A 7.44 7.26A ^;{ <br /> ++++ 7. AC 27.2AC 7. I . RIM <br /> SEE DETAIL "A" On 1��DI 24.6 INV. 27.9AC A 46' <br /> PER SHEET C5 �/ + + 2s.2Ac +++ + ,* 1 <br /> 7. <br /> J19 -4 x26. + 7 # *+ �+ x2e.o +++++++++� + � <br /> 7. 7.6AC <br /> �+ 7) ,/ \276AC RDOG +++ + + + + <br /> +++ ++++ <br /> 126. 3 C .2AC +++ 27.OAC + EXISTING <br /> + <br /> +++ 28.2AC *+ 28.35 + - <br /> 4 4 4 ++ <br /> + <br /> of + 4, ++ <br /> SFF 1 FII TRATInN *+*+ 8.35AC c.°�°� Z/ + * + <br /> STORM DRAIN SITE PLAN DI - DRAIN INLET <br /> 3090 Fite Circle, Suite 104 Sacramento, CA 95827 PH: (916) 455-6500 FX: (916) 455-8100 <br />