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HomeMy WebLinkAboutSite Certifications - 08/23/1999_, .. \ l SEAR-BROWN APPROX. INV. = 5105 - --- .• -~ . . EXISTING . . ----- 4-..' --AQS PERFORATED SUB-DRAIN'·--- .......... -J --., . ..._..._..._..._ PROPOSED 10' UTILITY AND "-DRAINAGE E;ASEMENT --,,,,,, _ . ,,__ ~ ' · ., - A TF=12.2 I ,I ~ . - A TF=11.8 ~ /I\ B TF=17.7 A TF=11.4 I I\ I I \ 8 TF=16.6 i \ i \ I . . ' \ I ' \ ! : .. 8 . i I I ' I \1 8 '/ I ; . TF=15.4L f / ,../ \ \ TF=14.3 / j lNOTES: ~-L-----' -1'/ if/ if ' ' \ <; ...._ 1 • 1 ! , 1. BACKFILL AND BEDDING / MA TERI AL TO CONSIST OF ii,\ - / _.: _J,- 69 f UGHTL Y COMPACTED SELECT "· .·---- \ ,/ ) SOIL STANDARD TYPE 3 7 __Q._ /'-, LAY CONDITION. c-+~_,,1'rt_.. -~ k~-s== --1 _::!__ J__J 2. SUB-DRAIN MA TERI AL TO BE A TF=11.1 I I I i \ I I \ i \ ,· ' \ A,: I L -TF=-i0.6 , • I l~~~~~~~ .'i\\~~~~~~: HOPE, PVC, OR EQUAL WITH AN 'N' VALUE NO GREATER THAN 0.013. 3. CONSTRUCT SUB-DRAIN OUTLET 'MTH METAL SCREEN. ·, , ·-.. -.. -- __ ~ . _ .. ~Os-:::_ ... ... , . ... - --.·-. -- r)~-..P~ASANT . . .. - VAL~g_... 'l-. .. RO"-/(~ D - .'"•."( . ---os . - - - .. - - - - - . - . - -----:----- - - . .. - ·---- -- --,, , - . ------~------------- --------- . .- -- --- ------ - _wµ-\~ :;I f~ 1----R:------=-- r--71,~=1-I ... --- -r,~ --=-r---~ -rrw~~=r-f -.._ -~ --- . .. <i- ~ !or ~-r~=~-~ -r--- ~ CONNECT TO'"E-~5-TIN-S-,v- 5\1.!':J SCALE 1"=50' ~ 0 w > 0::: I") 0 0 ,CX) .... ~- I") 0 0 I r-CX) -- t.O, /. I- _, :< > ::) :/ ~ w ~ < z ci 3: PERFORATED SUB-DRAIN. "-71 - ·- ·- CONSTRUCT CLAY PLUG . AT- -· - 101 END OF sus~DRAIN . TRENCH,- - . - APPROX. INV. = 5098 0 29.3 LF OF 4" SUB-DRAIN OUTLET, S = 8.2% CLEAN-OUT INV. 5095.6 N 5004.99 E 5001.98 ~6 ~ . PROPOSED 1 O' UTILITY AND - bp2 ' DRAINAGE EASEMENT c;:::\.e,oJE 410.0 LF OF 4" SUB-DRAIN OUTI_ET, G\l..COt--:) D S = 0.55% 0--------------------------------------------· ~-----==== •U:;1 9f; ~ -- 0 50 100 Ca\\ ~L>-€-> ~~k 4-'\ ?'J c... ~V\Y\lv-_ci ~ S'"Jo REPLACE ASPHY. T BIKE PATH WITH EQUIVALENT MA TERI AL AND DEPTH 56.0 LF OF 4" SUB-DRAIN OUTLET, S = 0.55%