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<br />Q WITH PARKING SIGN
<br />CATCH BASIN
<br />STANDARD GRATE
<br />f RIM 111.60
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<br />85
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<br />RATE �-,_. ti,P `Y `,. __�dil , ,�-, _: l4:P
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<br />ANDARD
<br />YARD DRAIN RIM 111.6c
<br />RIM 190.62FLOOR,< f 6 PVC NW 106.58 IT
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<br />RIM 121.02 1 V`;>.,. , ,' i RIM 120.38 CABINET j 1;° ,;' >J
<br />Nd "..,,_ / § ' ` ° .max3 9° E VAEVE NUT 111.17
<br />I _ -_ UV 115.85 IE % #6,Ga' NORTH GAT T �' y \ \ '
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<br />vY
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<br />F _' N 108.22 IE
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<br />' 1 ' 108.38 BOTTOM IT M OF VAULT
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<br />t __; FR MANHOLE t C -
<br />ANITARY SEW_ ? .70 IE
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<br />6 CONC S 1fi2.98 IE .q° ` RIM 113.91 9
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<br />_ ,. - SS S 110.80 IE 9 _r _.. V., , _. ? 1 .. NW 93.62 IE
<br />=W r 8 PVC s §;` ' = ; t, 8 DI S 109. r:= 8" PVC W 93.36 IF
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<br />.61 w _ 113.81
<br />.. •• � :- ,. , , w MANHOLE RIM 115 t .� _. .,..., TOP OF NUT ,/ _ .-.,,.�•- j``� s1 „
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<br />- - NW 110.89 IE e, t i? YARD DRAIN' °'w i', t : , ; ! ..µ RIM 116.55 » _I..-
<br />i ? SD 8 ADS w o 1 �, �• 1 6 PVC NNW 113.26 IE
<br />V - I w I LADDER SOUTH a _. =>; J
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<br />- f --. 4 P V.0 W 119.12 g - -
<br />111 A i -
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<br />8 PVC N 110.02 IE _ .. - = = - - - - P I w... P IMF- a _ tRIM
<br />-" M'.,,. NITARY SEWER vi ANHOLE SA _; 1 ?-- P PICK _ r :•_r.eE 4_ P ICB__n� _ __. _._.,..w. _...w__w_ _.__ ___.___ : s! �8 PVC S 109.92 _wY- ____. _� _.,.. 3 1,,, :_�r, �,, +aICB I_ „ RIM 120.61I r 8 PVC W 109.84 IE __._m__._ a.LS a'AND ,3 116.83 LADDERS I ��. 15. w_._...S
<br />8 PVC E 1 / r.1, �. 1 I S fi>~_2„` `1 ? _ BOTTOM OF VALVE CAVE 115.37 ,
<br />z B I, cA v 108.13 IE y 1
<br />�i,._ 1:a ! W F, 1 d, r,: , 1ec.fi 1 1 3.
<br />7
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<br />RIM 121.43 v_cn T, -- � '� �` , � r
<br />__.___._ _..___._w_-___._��,_. rt_.w.�._ �__._ ,;> ��____._v., � ...� � , � CATCH BASIN
<br />4 P ICB 1 f f' ' LS i1., ,0 ,{;L., „> ,'3 g
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<br />s PiCB STANDARD GRATE
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<br />RIM 116.71 i ; � . �a �, ,�, i ! r �� P1 � 1r � �f`°f
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<br />6" SUMP N 114.72 TP i �, A" j i ;� 1�� -,i
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<br />CATCH BASIN ;
<br />z i ,
<br />STANDARD GRATE
<br />I
<br />L-§ ,
<br />I> ° s RIMS 120.32
<br />C+ f?1 'E,TB I 7
<br />STORM DRAINAGE MANHOLE - C� 4" PVC W 118.18 IE � � , I YARD DRAIN
<br />4" PVC W 118.18 IE i
<br />_.
<br />� RIM 120.73 6" CPP NW 118.17 IE � � r''j 'sI RIM 122.31 WATER VAULT
<br />LADDER WEST 6" CPP SW 118.48 TP ' ? SANITARY SEWER MANHOLE UNABLE TO MEASURE LBOTTOM OF VAULT E2.79
<br />4" PVC W 116.83 IE 7 i RIM 121.36 TOP O 4" PVC PIPE 113,01 UT
<br />� I LADDER EAST TOP OF WATER MAIN NUT NORTH 116.08
<br />8" CPP N 109.85 IE ___ a" ' -4f,
<br />TO" ADS S 09.85 IF_ CAIMI "1`S DiRE'. ORY S`°i�N I I I � 8" CONC S 108.02 IE CATCH BASIN TOP OF WATER MAIN NUT SOUTH 116.
<br />? PVC E 110. TP 8" PVC N 107.64 IE TOP NUT OF BALL VALVE 115.00
<br />� I I I STANDARD GRATE
<br />RIM 120.22
<br />3 :e; : 6" DI W 117.90 IT0 C)
<br />-y
<br />3
<br />3 U . 1. 3. i� 9 €. 1 r�
<br />i
<br />NOTES-
<br />1. SEE SHEET U1.1 AND U1.2FOR GENERALINFORMATION.
<br />N 2. SAWCUTS SHALL BE MADE AT EXISTING JOINTS. CONCRETE PAVEMENT 0
<br />2 FINAL JOINT T EXISTING.
<br />Q a aCRUSHED U)
<br />. EVCC WILLT VEGETATION. CONTRACTOR TO PROVIDEa
<br />6 SURFACING Uj
<br />Scale in Feet TOPSOIL T. �, C C j Y .n
<br />PLANTING AREAS SHALL BE RESTORED W/ 12" 3-WAY TOPSOIL AND 2" DARK
<br />r
<br />® FINE L T 0
<br />6. IN GRASS AREA, CONTRACTOR SHALL USE SOD CUTTER TO REMOVE AND
<br />,i�®Tll I I-
<br />L EXIST T T IT Y TOPSOIL, ICI
<br />u
<br />STARTER FERTILIZER EXIST STOCKPILED ,m GRASS SHALL BE KEPT DAMP AT ALL TIMES T FROM DAMAGE.Co
<br />REFER. T OF SITERESTORATION.
<br />CONIC WALK
<br />2m3
<br />CD
<br />T
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