Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
02-6-6 h
THRIDGE I I I I I I I I I I I I I I € I I 130 I I I I I I Rbw j: IN.111`. I I I II l I`� I I ......I. I N I I I I I I 0 I N- I I I I I r 00 In a L6 0 r r " 0 = c o 0 u � 0 u rn as �� 00 00 T 06 � 06 � N O'-�' O'-�' Or, OE O`- NNN N " N u W: I N: I : I I I ....14 WATERFORD YIl--- ----- 1 2 Jp I 1 I • R = 2799•79' L = 9.7-.3 :4CB = N89"16'33'E LC = 9.7:5' DRIVE f\ BLOCK 7 / \ 3 4 5 6 /10' Util Esmt I r Q / 8 I OOCD Z L_-#..-... . C� ~ U BLOCK 7 608157 �10 t ..... �... - - - �..I'Z IPF 1 I:I :w 1 1 .......... 1 9 ' ...... ►�........ 29R 7.5' bit Esmt II II r 1 12 133 22 , II 27 ` / /' *4 2 0 \ W F F ' - I �j1� .•�1,� 10' 11 1 :10' Utll Esm�, 21 I:I 10 Ut!1 smt 28 f �.I o oCt 40 00 I:I S00°:47'05"W 759.78' 434.3 �� "IPF I - 5�LtEL�amt - - - - - - - - - -2 IPF _S 00 DEG 17 00 CI-1 h-----I - --�__ ___ _- --_- - =----- _----- --- ------ ----------- .JL -- - -- - ----- ------ --- # - - --- `-=---- - _ ------ - ---------�. ---- - -----------i M - S - ' ' ---- -- ' - ------ --- --------- - - IN 4V# 1 ♦ �1 \I a --- O'l !t:•. 1 _ DI-1 10 1 , 04 1 1 it i ulii O T---- 1 S "� ,11j ; I 1 .. V�l�bl��l I I I I I I I I I I I I I LI� I ♦ 111 1 j r�- B - ~ - - - - - - - � �RROLL HIaH �► . �'� woo SCH00� ADJITIO ' = # I 1 •--------------- ---- I 1 , I D E 0 4 6 i pa 1----------------------- AB. - 1 �• 1--------- - O--------'-------- -------.,_- e -- ---- ------ ------ -____ -- _----_---�. 1 ; _..--- --- --- - - �_• 1 I \\ 10 1 .77'* --- ------ 3CAPE E-AkE1+ENT 49.97 CULVERT "A" 1 �- - -„-,►- - �- - '� - --se•=�t+sr_ ----- -- ��'�E--� _ _ BB --- _ - �In �% - -- __ ------ ----- -- - T R ......... ........... ........ ................. ......................... ................ ......... ...................... _........................... ......................... ...... ._................ ......................... ................... .. ................... ...... ..... . ' ........ ........ ............. .........................-V.... ROW �/.,......,...................,................ ............•/........... .............................................................. •fC © Y�.... .... ............. ............ ............ ........... .. ............. - ............ - sr-a�rr�s- •0� Ui W 2 3C2 3C2A 3 2 1 3 0 0 m z m ao LOT 6 I� LOT 5 :A II � APPROVED PLAT SHOWING LOTS 5 & 6 IN R FAVFq AnnITIMI I.........................28 . � 1 I - - - 10' Ut 1 l Esmt 2 9: 1 1 I 1 I 1 1 I............................ 30 1 I T ......; ' ........... ............ 31 IZ 00 BLOCK 2 �• 32 t100 CD ICD I. ' ........................ 33 I7.5' ut; i Esmt DRAINAGE AREA DESIGN POINT AREA (Acres) RUNOFF COEFF. C TIME OF CONIC. To INTENSITY Ifs) In/hr INTENSITY MOD) )n/W DISCHARGE 0(5) ofs DISCHARGE WOO) ofs DESCRIPTION OF INLET/DISCHARGE A 0.15 0.90 15 5.5 9.6 0.8 1.3 B C 0.27 0.72 0.90 0.60 15 15 5.5 5.5 9.6 9.6 1.3 3.2 2.3 5.6 INLET CI-1 p 0.66 0.90 15 5.5 9.6 2.8 5.7 E 3.6 0.90 15 5.5 9.6 14.6 25.4 INLET CI-2 F G 0.21 1.43 0.90 0.60 15 15 5.5 5.5 9.6 9.6 1.0 6.3 1.• 10.9 INLET DI-3 H 1 0.21 0.92 0.90 0.80 15 15 5.5 5.5 9.6 9.6 1.0 4.0 1.8 7.0 INLET 01-4 1 0.21 0.90 15 5.5 9.6 1.0 1.8 K 0.11 0.90 15 5.5 1 9.6 0.6 1.0 L 0.21 0.90 ' 15 5.5 1 9.6 1.0 1.8 y 3.06 0.80 15 5.5 1 9.6 13.5 23.5 INLET DI-5 H 0.43 0.90 15 5.5 1 9.6 2.1 3.7 p 0.26 0.90 15 5.5 9.6 1.3 2.2 P 0.26 0.90 15 5.5 9.6 1.3 2.2 p R 3.34 0.60 0.80 0.80 15 15 5.5 5.5 9.6 9.6 14.7 2.6 25.6 4.6 INLET CI-6 INLET CI-7 S 3.40 0.80 15 5.5 9.6 15.0 26.1 INLET CI-8 T 1.03 0.80 15 5.5 9.6 4.5 7.9 INLET 01-9 U 1.87 0.80 15 5.5 9.6 9.3 14.4 INLET DI-10 V 1.56 0.80 15 5.5 9.6 6.9 12.0 INLET 01-11 v x Y 12.33 1.16 1.32 0.80 0.80 0.80 15 15 15 5.5 5.5 5.5 9.6 9.6 9.6 54.2 5.1 5.8 94.7 8.9 10.2 CULVERT 'A' CULVERT 'S' Z 1.73 0.80 1S 5.5 9.6 7.6 13.2 AA BB 12.64 0.39 0.80 0.80 15 15 5.5 5.5 9.6 9.6 55.6 1.7 97.1 3.0 CULVERT 'C' CC 0.25 0.80 15 5.5 9.6 1.1 1.9 pp EE FF 4.30 2.98 1.03 0.50 0.80 0.80 15 15 15 5.5 5.5 5.5 9.6 9.6 9.6 11.8 13.1 4.5 20.6 22.9 7.9 OFF -SITE MULTIPLE SURFACE INLETS INLET CI-12 (A W N U O 00 w Z O � W � N 00 �w?�� HH-2 I" W�~z� 00 Zzw-^ o Vo - :w• o. "D W: \y, : m co U : v:c o U_ V ) 0 J 0 0 T- 0 W z LLJ 0 z Lu a_ LLJ 0 z J 0 I� Q U Fw- X z LLJ LLJ U LLJ U Y U Q 00 V) am 3 00 zw z wo U Q Om oQ v) _ = U F- zM0 O Y O w� U tM ?w� Q 0 IA W}.z a-m0 Q 0 0 WW Q N z w0:0 EN O (N LU _ D z HQQ z Q 0 G Q � LLJ -i QU LLJ LL LL Q0 zz 0 Q NOTE: DRAINAGE AREAS AND CALCULATIONS BASED ON Co r.; PLAN BY AYRES ASSOCIATES, SHEET 2.5, 11-8-90, EXCEPT o w a FOR AREAS I $ M REVISED BY THIS FLAN AND AREAS EE $ FF o W ADDED BY THIS PLAN. 0 LO w o W �- 3 U 0 0 U .. IPF ............ ......... f ........... .. .................. ' 20 19 18 BLOCK 2' CAB. A, SL.2917 SCALE 1" - 100' 0 SC too 200 TEMP. B.M.: B/C CORNER OF PKNG. LOT SW CORNER OF W. PARKING LOT 40' E. OF ROADWAY PAVEMENT ELEV. = 667.59 W a 0 r 00 z 0 W SHEET RECa jV41 --� I 2000