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2022-195-E-Planning-Timmons Group-contact amendment 1 stormwater wetland conversion additional services
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2022-195-E-Planning-Timmons Group-contact amendment 1 stormwater wetland conversion additional services
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Last modified
5/20/2022 2:14:49 PM
Creation date
5/20/2022 2:13:46 PM
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Contract
Date
5/20/2022
Contract Starting Date
5/20/2022
Contract Ending Date
5/20/2022
Contract Document Type
Contract
Amount
$13,000.00
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DocuSign Envelope ID:3C542CCC-9BA3-4E25-8E23-7442510404E9 <br /> CATCHBASIN GRA EH674.79' <br /> GRATE=670.06' OUT(SW,=664.28' FIGURE 1 <br /> _ OUT(S)=666.03' ADDITIONAL SURVEY AREAS <br /> 5 5 <br /> 6'0.06 666.03 GRAVELLY HILL WETLAND <br /> CATCHBASIN <br /> 5027 GRATE=670.66' <br /> 670.45 IN(N)=665.17' 66517 DRAINAGE INLET <br /> 5 73 OUT(S)=664.85' GRATE=671.98' 'S94 22+✓, l <br /> 67 50275 /N(E)=668.00' .. q <br /> _ 5028 '!�`77 <br /> 5028 B7.d6 5 <br /> 670.130.35 S 670.66 664.85 OUT <br /> 6>o T 15" <br /> r S 46 0309 <br /> '�• E CONCRETE B24"R 669.84 <br /> I <br /> i � " CP <br /> .. 1. ♦. 665 ca SIDEWALK 38 <br /> R1 15"RCP <br /> CATCH BASIN 70.85 G <br /> t GRATE=661.21' EL 672.20 15"RCP <br /> �. DRAINAGE INLET <br /> IN(N)=658.28' E El P L D plpE DIRECTION UNKNOW <br /> OUT(S)=653.60' S0308 GRATE=674.05' <br /> - E B <br /> GS �h <br /> � 502 � I .- <br /> 653.60 , <br /> 24"RCP <br /> PIPE DIRECTION UNKNOWN <br /> 660 � <br /> 6, o <br /> 6s <br /> 6s <br /> _ s <br /> 24"RCP-FES <br /> INV.=655.00' <br /> 6�h 65 0to 24"RCP DRAINAGE INLET - <br /> PIPE DIRECTION UNKNOWN 669.36 GRATE=674.02' <br /> i E4 El UT(W)=669.36' <br /> 12"CPP 12"CPP <br /> 658.34 INV.=666.14' <br /> �S 5 /SER 36 <br /> 049.37> 36"RISER 4 141 i <br /> j�e 4 ELEV.=658.34' B 72' PP <br /> 9.44 <br /> E "CMP <br /> -655.26' 12"CPP <br /> Lw <br /> INV=65 p <br /> �5 5co <br /> �52.9 �` 55 >2" } <br /> 66094' <br /> 15"CMP <br /> INV.=652.97' 6 0 50 2 66 8 <br /> 66.18 T <br /> EB t <br /> �1 <br /> qw _ <br /> aO3�- <br /> o 5 4 I <br /> R51.33- 1, . <br /> 651.3 5 B�0- 660 ! q <br /> TOP'652.09 P 2.24Topy <br /> ' <br /> T <br /> r <br /> L <br /> 0 <br /> m ^O <br /> 651.24 <br /> FH DRY HYDRAIJT ' <br /> s <br /> s , <br /> i <br /> ' 1 V, <br /> 0 <br />
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