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Home My WebLink About2481-21.tifC 0) 'v M D �v- 00 �r 0 v L N M P -- a) f -- F- SOUTH HIGHLAND A VENUE ' 1 . V 52 1 t 19+-1:2` 'M ee x►s ; -DE LETED ct � Ljj #9 P06 Otc•vewr&y 0 ................................... 52'L t 19+00 1 Mee f Exis 16 52 , .........................................................................., .................... 3 R/w ! PLAN VIEW • 1 "=20' 1 1500 1490 0+00 J%" Chomfer-1 6 AV 19+06 Citrus PROFILE Hd' i Z: 1"=20i Vert: 1 "=4' t'L t 19+1 499.60 TB 7._6N FRONT- ELEVATION TRIPLE HEADWALL No Sca I a U.1 ..J 8 rwv s A1ert "CAUTION: THE.ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." rul A 6 N0,. A w=12 ' -O'w Ali n • Meet Exist PLAN No Scale 6' cries Exist Ver 4 Min . Pavement $ l ope . �.5 42V Alin. 0.25" SECTION A -A No ScoIe TYPICAL ASPHALT DRIVEWAY 8' Drainage c S wa l e m O . CL 4- I b I I R/w I 1 x� w I � I Headwa l l N 0,1� � 2 - 12 CMP ar i e Min 12 A . C. Driveway Q't? 0+70 � Headwall TYPICAL DRIVEWAYS ALONG KNOX AVE I N=20' J%" ChaR1f@I'-1 16 of It ao 4- --� - ! _ ! +- - - - -4 - -�- - �- I 1 I I t t I 1 I I I 1 I I I I I I 1 t I I 1 I I 7._6N FRONT- ELEVATION TRIPLE HEADWALL No Sca I a U.1 ..J 8 rwv s A1ert "CAUTION: THE.ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." rul A 6 N0,. A w=12 ' -O'w Ali n • Meet Exist PLAN No Scale 6' cries Exist Ver 4 Min . Pavement $ l ope . �.5 42V Alin. 0.25" SECTION A -A No ScoIe TYPICAL ASPHALT DRIVEWAY 8' Drainage c S wa l e m O . CL 4- I b I I R/w I 1 x� w I � I Headwa l l N 0,1� � 2 - 12 CMP ar i e Min 12 A . C. Driveway Q't? 0+70 � Headwall TYPICAL DRIVEWAYS ALONG KNOX AVE I N=20' J%" ChaR1f@I'-1 16 of It ao 4- --� - ! _ ! +- - - - -4 - -�- - �- I I I I 1 I I I - -----t------1--t--t- 1_LJ_--_!_.L__-iJ_1!L I t l I I I I FRONT ELEVATION DOUBLE HEADWALL No Scale I - SOUTH HIGHLAND A VENUE • 1 _ '24 RIP ---------- it... t 9 +21 15 6.92-aA t+.............................................................................. R/w ... 307.40 T ' - _ • _ i i �. �r .� �• _ _ i _ i _ i j i i �r _ w w � i _ '� i _ i r --------------- ------ 1 30'' L 19+21 16 '.Llfi 19�+21 ee x-� s 1 061.61 = 19+17 0 te.dnd .r Ave= AC r-1 ve*o . = ---- - - .-.. . Dr ► vewoy -W'-, - _- N ro +1 -.,. 30 L t 19+13 MeetExist'. ........ . 1506.79 TB -- w L / + = 1 ,; I 1 ,509-76 ' ! 30 Headwall 30 20.2'Rt 18+61: 3 - 12 " CMP -� 04.6 = , R t Meet Exist 16Rt 8+64 : ' 1504-47 18+55 ACT : -- r iwvy -w- ' 18+55 0 l eandOr A ve= w ! l' 0+00 rACr i v way o Meet Exist N 16' Rt 18+46 Headwa l l v1504.07 3 m t 18+49 R/w Q 1504.25 >, L L I 3 m /w o b I m Q R/w (to•- _ O L_ L L Q. a 0. o (VIA# Cc's GL o0 p Q- co 1510 .................... ....... --------Q O-- --------------------------- ........... ......---------------------- 0 _.o C 00 0 Q ".�PLAN VIEW a'.o 0 ------- ----- �"- o A%z+ 0 1 "_20 1500 0+00 + ,t O to a 0 p °1tn o +UR) 8.00% �• 007 -4.00' co © c(o 4 . 0 M Qtn c v 0 24 RCP + ul� oLU �.r 1q+1 7 0 •+€, 0 o +� CS n �► w c, o +p+ to + �n oi o '�-• _____________--- r • 00 . d 1503-10 FL 12 CM Oleander PROFILE NOTE: 2" MIN. THICKNESS FOR A.C. DRIVEWAYS Ha' i Z: 1 "=20' Vert: 1"=4' 1500 ---j-- 0+00 18+55 Oleander PROFILE Hor" i Z: 1 "=20' Vert: 1 "=4' 0+75 Omit rounding forpipes less than 48" Biometer NOTES: I I 1. All reinforcing steel # 4 Dors. A!1 vertical and horizontal tia bars 18" maximum spacing. � F 2. Length of well may be voried to suit �______ conditions encountered in the field. II J I. II Z/QOM SECTION DOUBLE TRIPLE HEADWALL Q RECORD DRAWINGS No Scale DAG N0. ?As SHEEP !l OR N :_.