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o, <br /> 4 <br /> 8384 \\\ A b. \ 10 NOi6: U <br /> i.o e \ � b v\ A EX.36"RCP 1) Comluaon SHALL LIMIT EXCAVATION 040 DISTURBANCE TO A� <br /> AREAS CITY PROPERTY W <br /> c'llF 1,4 \ t � INV=898.90 a+° 2) CONTRACTOR N RESPONSIBLE FOR TESTING IXGVATED <br /> aga. '\\, '$�' \' \�/ ,, INRTERIAL AW DISPOSING OF ANYCONTAMINATED MATERIAL <br /> Y0 C <br /> !'-61.1' <br /> o1F A \ �I\_ AT AN MPG APPROVED CONSTRUCTION <br /> FACNIT'. <br /> c '$ '.n/ D 3) CONTRACTOR SHALL USE CONSTRUCTION MATTING AND <br /> `kE 5i �\\ A 4 %+T 1 s\t,\ , SOIL DISTURBANCE <br /> MEM WITH RUBBER TRAMS TO MINIMIZE N <br /> ligBJ38 4) CONTRACTOR SMALL RESTORE ACCESS ROUTES AND OTHER A 4 <br /> t -- DISTURBED AREAS TO EXISTING CONDITIONS PRIOR TO r/ ;g <br /> S= } ` 900 ,.O SEEDING.THIS INCLUDES SUBONDE REPAIR,FINE GRADING, u <br /> 81 b E I - EX.1S"RCP AND RE-SPREADING TOPSOIL ATA MINIMUM(INCIDENTAL). <br /> SH .F' INV=898.98 5) ALL INDIVIDUAL TREES SHOWN ON THIS PLAN ARE TO BE ,Ty, <br /> i i l 'E 1 �' p, PROTECTED TNROUOgUT THE PROJECT.REMOVAL OF ANY e!) <br /> i <br /> [ t 4 b TREE SHOWN ON THE DRAWING MIST BE APPROVED BY THE <br /> YEPs I'''-' pi ar Y)7 11�/ . OWER. <br /> Tab <br /> S:� <br /> 43 <br /> 3#SL 0370 E & ;>C //1 \\ :.4C-e. , b n\ <br /> , <br /> e ' ic \. I�iI A' ` 'ILS <br /> , g <br /> Bas9 `$ ! g 1 1 ,, ! X,- <br /> Irt _? A, N <br /> r <br /> 4 )' A, PROTECT EXISTING NOISE WALL 1)�.� '' yA, , 1-'( A n o <br /> 9 „ <br /> '�2M '>,�; f EX.36"RCP <br /> 4 � . . f �, d�, 't 1,6 <br /> INV=898.04 <br /> o ,�c AA-1.P.1 .<..' y L .. <br /> NWL=898.18 ,. EX.36"RCPINV=898.19 <br /> 905.65 ff <br /> g g 9 O <br /> EXCAVATE AND GRADE POND TO w <br /> J \ CONTOURS SHOWN Z V' <br /> Z w0 <br /> foo er) , : r n ti w_ <br /> . > <br /> s; w 0� <br /> 0 4 ,off ro Q I3 kr_ <br /> E3,U ;g . 9-C Z Z <br /> $ z os <br /> n tb < <br /> ' 0 <w <br /> ce <br /> i t <br /> lb <br /> PROTECT EXISTING FENCE(TYP.) i; � - - � O <br /> og r <br /> b� % (3 <br /> ",T NWL=898.69 , <br /> 00 ..y HWL=905.40 t 4''' - 'QT 0 EX.36"RCP <br /> j - i; ?r- ✓ INV=898.13 <br /> PROTECT EXISTING SEWER AI ' 'i t % <br /> (INCIDENTAL) l b ' .is \ ..\ <br /> e, e Pa" DATE <br /> fig N <br /> �, <br /> 7 VS EX.36"RCP <br /> ms, �� <br /> . � <br /> � <br /> e;cc <br /> EX.48"RCP AO <br /> • -,g g, ARDAN AVE INV=897.52 \ \> <br /> .) • —4464-- - - ° o <br /> oeA wewe. <br /> . N44,—, msA —.AA =—.1.64 -.44eA— eA weA sA-= sA- we -.1.6-k_0 { t! tEl <br /> s€ sli GRADE 10'WIDE EOF OVER EXISTING GRAVEL DRIVE AT 906.20. \� <br /> F ', a;g�._ g$ TIE INTO EXISTING EAST AND WEST OF EOF AT MAX.8%SLOPE _ tbN <br /> C3.01 <br /> 334 s ""'n <br />