ࡱ>    !"#$%&'()*Root Entry+d+@Workbook @NWksSSWorkBook=WksSSChart[Red]\( #,##0.000\)I" #,##0.0000_);[Red]\( #,##0.0000\)M$ #,##0.00000_);[Red]\( #,##0.00000\)Q& #,##0.000000_);[Red]\( #,##0.000000\)U( #,##0.0000000_);[Red]\( #,##0.0000000\)                + ) , *        (    ( (###  # # (#     D  D  D  D  D  D  D  D  D D D D D  D  D D D D D        !# "   D  D  D`+Sheet1   <  dMbP?_*+%&333333?'333333?(333333?)333333?"??M oU } } } } I} $} } I } } $} I} <;;;     W#SITE PLAN SLOPE CALCULATOR &VERSION 6 15 06]DTa FREE DOWNLOAD from griffithplans.com (other calculators FREE at griffithplans.com)AA ?SFJRead additional instructions before using (available at griffithplans.com)AA ?.B%MAKE ENTRIES IN YELLOW BLANKS ONLY CCCA4E+ BOLD ENTRIES ARE FORMULAS... DO NOT CHANGE ?  \pMS Works Ba==-8X@"1Arial1Arial1Arial1Arial1Arial1 Arial1 Arial1 Arial1 Arial1( Arial Narrow1 Arial1( Arial Narrow1( Arial Narrow1 Arial1 Arial1( Arial Narrow1(  Arial Narrow1 Arial1(  Arial Narrow1(  Arial Narrow"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0.00.0000.00000.000000.000000 0.00000000E+000.0E+00 0.000E+00 0.0000E+00 0.00000E+00 0.000000E+00 0.0000000E+001$#,##0.0_);($#,##0.0\)9$#,##0.000_);($#,##0.000\)=$#,##0.0000_);($#,##0.0000\)A$#,##0.00000_);($#,##0.00000\)E $#,##0.000000_);($#,##0.000000\)I"$#,##0.0000000_);($#,##0.0000000\) 0.0%0.000%0.0000%0.00000% 0.000000% 0.0000000%#,##0.0 #,##0.000 #,##0.0000 #,##0.00000 #,##0.000000 #,##0.0000000 d\-mmm\-yy mmmm d, yyyy m/d m/yy mmmm, yyyymmmm dd mmm mmmm dd dddd yy yyyy 00 000 000000000000000000000000000000#\ ?/2#\ ?/3#\ ?/4#\ ?/8#\ ?/10#\ ?/16#\ ?/32#\ ?/100=$#,##0.0_);[Red]\($#,##0.0\)E $#,##0.000_);[Red]\($#,##0.000\)I"$#,##0.0000_);[Red]\($#,##0.0000\)M$$#,##0.00000_);[Red]\($#,##0.00000\)Q&$#,##0.000000_);[Red]\($#,##0.000000\)U($#,##0.0000000_);[Red]\($#,##0.0000000\)9#,##0.0_);[Red]\(#,##0.0\)A#,##0.000_);[Red]\(#,##0.000\)E #,##0.0000_);[Red]\(#,##0.0000\)I"#,##0.00000_);[Red]\(#,##0.00000\)M$#,##0.000000_);[Red]\(#,##0.000000\)Q&#,##0.0000000_);[Red]\(#,##0.0000000\) #\ ??/???) #,##0_);( #,##0\)1 #,##0.0_);( #,##0.0\)5 #,##0.00_);( #,##0.00\)9 #,##0.000_);( #,##0.000\)= #,##0.0000_);( #,##0.0000\)A #,##0.00000_);( #,##0.00000\)E  #,##0.000000_);( #,##0.000000\)I" #,##0.0000000_);( #,##0.0000000\)5 #,##0_);[Red]\( #,##0\)= #,##0.0_);[Red]\( #,##0.0\)A #,##0.00_);[Red]\( #,##0.00\)E  #,##0.000_);AAAAAAAA JOB NAME:KSAMPLELLLLM 'H $ point letter ENTER ELEV?G6DESCRIPTION OF EXISTING POINTS from topographic surveyJ A~ ,~@>75top of drop inlet between medians outside entry drive87 @ B~ ,@& 7existing sewer MH on property 8 7     C~ ,@% 7existing storm MH on propety 8 7     D~ ,w@ 7 NE CORNER 8 7     E~ ,@z@ 7 NW CORNER 8 7~ ,@)  FT. ELEV OF CROWN OF ACCESS ROAD     F~ ,v@ 7 SE CORNER 8 7     G~ ,~@7 SW CORNER87  H~ ,@7APPROX LOT HIGH POINT87 SLOPE CALCULATIONSNEW ELEV     point numENTER ELEV LOW PT$ENTER LENGTH OF SLOPE in FT(ENTER PERCENT OF SLOPE min .4%# NEW ELEV HEIGHT INCREASE 2 )HIGH POINT OF YOUR NEW ELEV IN FT& TENTHS+ "NEW ELEV CONVERTED TO INCHES BELOW , #SLOPE HIGH POINT INCREASE IN INCHES  (~ ?~ -@~ .I@~ 0D@+?DD{Gz?!@ DD P@ D & @33333@D D  I!#"~ @~ -@~ .I@~ 0D@+?DD{Gz?!@ DD Q@ D & @33333@D D  I!#"~ @~ -Ё@~ .9@~ 0D@+?DD{Gz?!333333@ DD ffffffQ@ D & 33333?D D  I!#"~ @~ - @~ .9@~ 0D@+?DD{Gz?!@ DD 33333Q@ D & @33333?D D  I!#"~ @~ -p@~ .9@~ 0D@+?DD{Gz?!@ DD R@ D & 33333?D D  I!#"~ @~ -@~ .Y@~ 0D@+?DD{Gz?!@ DD Q@ D & @33333@D D  I!#"~ @~ -Ё@~ .I@~ 0D@+?DD{Gz?!@ DD 43333Q@ D & @33333@D D  I!#"~  @~ -Ё@~ .(@~ 0D@+~jt?DD{Gz?!ˡE@ DD X9v>Q@ D & On?D D  I!#"~ "@~ -Ё@~ .@@~ 0D@+x&?DD{Gz?!tV@ DD nQ@ D & }?5^?D D  I!#"~ $@~ -~ .~ 0D@+DD{Gz?! DD  D & D D  I!#"~ &@~ -~ .~ 0D@+DD{Gz?! DD  D & D D  I!#"~ (@~ -~ .~ 0D@+DD{Gz?! DD  D & D D  I!#"~ *@~ -~ .~ 0D@+DD{Gz?! DD  D & D D  I!#" !"#$%&'()*+,-./0123456789:;~ ,@~ -~ .~ 0D@ + D D {Gz?!  D D   D  & D D   I ! # "  ~ !.@~ !-~ !.~ !0D@!+!D!D!{Gz?!! D!D!!  D! &! D! D! ! I!!!#!"!!" point num3"*ENTER DESCRIPTION OF SLOPE LOCATIONS BELOW$" LOW POINT OF YOUR NEW ELEV %" HIGH POINT OF YOUR NEW ELEV "#?D:#11SUMP INLET IN SW END OF PARKING LOT THEN EAST 50'#2#2#3#3#.#.#/# 333333@D# @D#$@D$$4EAST END PT ONE 50' TO LOOP$5$5$6$6$7$8$9$ @D$ @D$%$%@D*%4!EAST END OF PT2 GO 25' NE TO END%5%5%6%6%7%8%9% @D% 333333@D%%%%&@D,&4#EAST END OF PT 3 GO 25' AROUND LOOP&5&5&6&6&7&8&9& 333333@D& @D&'@DN'4EFROM NW END OF PT 4 GO 25' TO HIGH PT OF INVERTED LOOP IN PARKING LOT'5'5'6'6'7'8'9' @D' @D''(@DR(4ISUMP INLET IN SW END OF PARKING LOT THEN NW 100' CENTER OF DBL SPACE AREA(5(5(6(6(7(8(9( 333333@D( @D()@DI)4@FROM PT 6 GO 50' NW TO HIGH END OF INVERTED PVMT IN REAR PARKING)5)5)6)6)7)8)9) @D) @D)* @DN*4EFROM CENTER OF INVERTED PVMT TO HIGH SIDE 12' UPSLOPE=.048FT OR 9/16"*5*5*6*6*7*8*9* @D* ˡE@D*A*A*+"@DQ+4HFROM LOW SIDE OF WESTERLY DBL SPACES 33.5' TO HIGH END=.134 FT OR 1 5/8"+5+5+6+6+7+8+9+ @D+ tV@D+A+A+,$@D,4,5,5,6,6,7,8,9, D, D,A,A,-&@D-4-5-5-6-6-7-8-9- D- D-A-A-.(@D.4.5.5.6.6.7.8.9. D. D./*@D/4/5/5/6/6/7/8/9/ D/ D/0,@D 04050506060708090 D 0 D 01.@D!1:1;1;1<1<1=1=1>1 D!1 D!123A3A34,x&1@Q4HENTER HIGHEST ELEVATION OF PARKING LOT BERM, CURB, OR DRAINAGE STRUCTURE4A4A45A5A56x&1@ D4=64FT. SHOULD BE FINISHED FLOOR ELEV OF LOWEST BUILDING6A6A6q7h(5%slope x first 10' + 6 inches step up to slab top=12inches) per army corp of eng siteplan book pg 4 15777F8=THIS IS ALSO SUBJECT TO LOCAL RULES AND REGULATIONS REGARDINGG9>MINIMUM HEIGHT ABOVE CROWN OF PUBLIC ROAD. FLOOD ZONE OR OTHERG:>REQUIREMENTS NOT COVERED HERE. VERIFY WITH LOCAL AUTHORITIES.;)THIS ELEVATION IS !;*Mb @ D6D =;+4FT. HIGHER THAN THE CROWN OF THE NEAREST ACCESS ROAD>   ) Arial