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HomeMy WebLinkAboutSW4210803_Plansheet C-8.1 - Proposed Drainage Area_20220120ll Vl I o. y\\ \ N,......._....... „ \ PERMANENT DITCH PD 2CO ? p \ ,g R4/l�GFq Np\\ \ \ \ boy\ \ \ \ 1 \ \ I N480 09'r 35"W 7 \ ` RFq , o "Ac Np \ \ 1 I I \ \ \ \ \ I 82.62 \ Nov \ \ \ I I \ \ \ \ \ \ \ l N400 47' 59"E N0 I 385.51' Np I I N240 33' 04"E \ \ W { 192.22' a l \ N0A \ \ I / rce S24 33 04 W . FES#100- -- --- -- - -- -- - - - ,^ Cp 39.76 ,.� 844.43 � «.� . ,.,. -�1� DRAINAGE AREA = 0.19 AC tC I I , PERMANENT DITCH PD-3 s., I ice r`" I I yo, I 1 , i \ \ S40° 45' 49"W� SCM RISER,,\ A C \ w 1 61 q � 192.3 I (4) P1 FOUNDATIONS TOTAL BUA = 29 SQ FT \ I I I � I (2) CIRCUIT SWITCHGEAR FOUNDATIONS t \ 1 A TOTAL BUA = 15 SQ FT \ I I f I M PD-1 I TRANSFORMER PAD FOUNDATION n ^ C %= 22' x 28' (TOTAL BUA = 616 SQ FT) t DRAINAGE AREA 3.25 AC PERMANENT DITCH PDT M ```` I I TOTAL SITE AREA BOUNDARY INCLUDES N650 2615611W I I saa.n PARCEL AND ACCESS EASEMENT � 240.00 W I (2) P2 FOUNDATIONS \ \(TOTAL AREA = 2.457 ACRES) 1110 TOTAL BUA = 10 SQ FT v � ^ ° CONTROL HOUSE FOUNDATION / Go M [ 12.5' x 21' (TOTAL BUA = 263 SQ FT) �► l r' PERMANENT DITCH PD-1 f Go DRAINAGE AREA = 0.19 AC S650 26' 56"E .... f t 240.00 j S870 37' 22"E ��" C OTCB#201', (3) P3 FOUNDATIONS 306.30' / � ., .. � f i !i i` (8) P4 FOUNDATIONS (5) 44KV BREAKER FOUNDATIONS / I FE 200 TOTAL BUA = 266 SQ FT s ..a . ° 3 1 1 � � w 315 2 a ... ` / CO � A 00 m , I. r r � r r i o.. DETENTION BASIN c ` 1 11 r LOW DENSITY CONVEYANCE ,► � �S24 33 04 W �,°' .. I ,� 1 � ,� � � � SWALE DRAINAGE AREA DRAINAGE AREA = 4.1 AC / (PD-1 AREA & 0.85 AC DRAINING .. ... ... 340.00' ° � � BOUNDARY LINE (TYP) � . DIRECTLY TO BASIN) r f / r A w\ / 'A m.w , S350 34' 36"E /I o / / r / / E 10-� ao H i m.. . `� `� � °..,. ...m.. ..... .. ..... SIDE SLOPES \ (SEE TABLE BELOW) BERM WIDTH (VARIES -SEE r q GRADING PLAN) \j\ i q ° r , p Sg Know whafs below. Call before you dig. J, BOTTOM WIDTH (SEE TABLE BELOW) PERMANENT DIVERSION DITCH DETAIL (NTS) COMMUNITY ROAD SUBSTATION - DITCH TABLE Ditch # Q= �� yr Flow (cfs) Side Slopes Channel Slope (%) Bottom Width (ft) Ditch Depth off Berm (ft) Temporary Liner Permanent Liner C 110 A Left Right North American Green Specification PD-1 0.60 6.95 3.25 13.55 3:1 3:1 2.0 0 2.00 Straw Grass P D-2 0.60 6.95 0.11 0.46 3:1 31 3.6 0 1.00 Straw Grass P D-3 0.60 6.95 0.19 0.79 3:1 3:1 3.9 0 1.00 Straw Grass P D-4 0.60 6.95 0.87 3.63 3:1 3:1 1.0 0 1.65 Straw Grass GRAPHIC SCALE 30' 0 15' 30' 60' ( IN FEET) 1 inch = 30 ft. 120' C o U M (2) U W r0v � - r m U N N V � z � " o O a� � Q U rn c Q d 000 coJ 3 LU NU)0-Z 3 r T � CARO"// LICENSE NO. - F-1407 ISOCI �►►► i it n ►►►��� 4frftlt CAC I^ )= 7582�1 m � 0 p w O CO J 0 Q U Q H W � m m CO J � CO� U Cj) CO d z N WD WD 5 j W z M z LU CD CD CD - N N N a O N 0 0 o ZN M ^^ CU Z z CQ G O LU CU Z O V O N 0 Q ~ z Q � z C CD_ 0 m Z x Q = LLI J Z O CU Z C6 W W Q Z_ C9 Z W C9 z 0 � ~ J m N C G Z O U 0 Z � W W O a LLI I..L H 0 PROJECT INFORMATION PROJECT MANAGER: DEB DESIGNED BY: JWF DRAWN BY: MSS PROJECT NUMBER: IV18.400 ORIGINAL DATE: TBD SHEET: C-8.1