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ti <br />tao� ASP: iA }• <br />t t 1 I I' MES - 18'RCP I I <br />iNti r RT 84.59 F - - -- - - -- _._ -_ - - - - - <br />TYPE "D" CURt <br />86.76 - 88.09 F <br />o - 81.16 - /9.52 TL <br />- /9.52 4 <br />__� - I-_ - - -- -- --��--�--- -- --- - - - - --- - - - - �N,o l <br />0s 9 Al <br />I 0 01, <br />I ICI 0ti� I " 7hA I .`1- �l 4 6� p� <br />1 PE . '6" J LP RC I c�TM �f <br />hM _ 7.14. 2.30% I a LF' 1� SZM Jf\ �Avab 8si <br />a - +0 +�°' 87. I.E. .46 r" 83.44 .05 p.Bt;rC \\ <br />o - 187 fl7r I IF - h? +� 8,3.4T 133.4' "•y I 01 <br />I I I r - .. • ri16RTED CROWN (� �' �4 o <br />�050 <br />MEG �� �� 87.25 SIM yw0 1� ?i� �y S S 6 O 11 <br />1 1 6 8 k6 88.88 <br />STORM Bo�C j s7.a TYPE: "c Ira 0 I <br />/ o INVERT 4.65 J 15. �IT6 8s.81 0 s a I I <br />INVFRT = 84.65 I ' � V � )a1\ 82.61 � � 779.085E <br />o 11 'D"'CURB ( L. _ 80.060� I <br />I % 82.61 <br />U1 MEG 87.60 7.50 90 l 79.99 use 0° rOO �� o4� i <br />[r] I 6 SZ I k 0.r E I LET <br />5�. l �� IaAw <br />'1 ��MA$$8 12-�9 6� R M 87.76 <br />GIM 9.9 Z -may ��--m 9E (W)84.68 <br />, .. b 15". � � 'S g'. . RCP y,. _. <br />Ty C f 1.18% `� I <br />p" 15 RIM. 8 86.99 �I 1 IA �I ;° ` e� I �6 <br />�' a e� CONC FLUME <br />MEG ® 0 IE'+�'83e66 •`,` 83.60 -- e t W <br />O I .. 1 01 <br />0 (�) (AS) <br />I I q7 1. 1 ' <ti �s 9 ' (� 4� BOTTOM) I I 84.33 W <br />I x I 47,35 NVEIM bk6*- J y �� d <br />O 0ory� _ .. 7., 5s°a ;TrN s . <br />LE <br />wl �e \ #Lp RI = 86. <br />STORM BOX ` `FP��i I i { 83. <br />N. INVERT = 85.1,2 S. i-NVERT - 85.12 e } o E. INVERT = 86.12 0 <br />48"RCP �- 0�1• 0.66` CURB <br />INvE T 85.1 <br />pSTORM BOX <br />' \ h ULL DIRT \ <br />I <br />1 STORY MASONRY <br />RESTAURANT <br />FF 88.6J' <br />NOTE: <br />EXCAVATION WITHIN 5 FEET <br />OF EXISTING SAN LINE TO BE (a EX 8" SAN PVC <br />DONE BY HAND I.E. = 83.78f <br />24" RCP ® 0.309; <br />CROSSING DFTAII, <br />N.T.S. <br />STORM BOX <br />FULL. OF DIRT <br />I <br />i <br />I a� <br />Q� <br />:Z) A <br />d IE, <br />e p <br />°99 <br />±6' OF WATER AT BOTTOM <br />OF POND FROM RAIN OF <br />PREVIOUS DAYS 02/25/09 <br />1 <br />TOB / 6' CHAIN <br />LINK FENCE (AB) <br />LANI DRIVE I <br />60'PLATTED R/W, PAVED I - <br />26.3' , <br />88:52 <br />84,02 (-)0.53% <br />88.37 84.02 <br />84.97 84.02 GATE (AB) <br />43.8'- <br />80- Z <br />/ 0.66% -8910-. - . - <br />STM 71Y1 STM STM STM ! o <br />oso$c 184.16 <br />$�o I o$ooQO 87.97 <br />88 4 STUB OUT (AB)---'o� I °$$�° 84.89 <br />84.55 �� - (- _- <br />84.55 <br />�JG , 84.16 <br />ro REINFORCED CONCRETE I <br />1.63% <br />cj - WALL (DESIGNED BY <br />55'I `'�� _2149. OTHERS) (AB) b <br />BOB (AB) <br />I I <br />NOT CONSTRUCTED I- - <br />(TO B SSEE NOT THIS SHEET) 9t.20/AT A LATER/ II -4 -' CA SWALE (AB) <br />DATE. <br />I <br />�9L10� LI 14.. �89.f,0 0k TOB (AB) I - <br />I <br />' POND COM LETEtY <br />- - - - --- - .- DRY 02/2 /09 <br />.r sol <br />Ir� <br />PAc NG LOT, BUILDING, SIDEWALK AND + <br />DRI AYS NOT CONSTRUCTED. TO BE <br />CONSTRUD AT A LATER DATE UNDER AN OU I II <br />- PARCEL APPI,IFATION (FORM LEG-R.001.00) (AB) I I ,, a'_I <br />Iti n l.t <br />> �j <br />! I J I STORY Mt;: <br />r= I I OFFIC J <br />Q <br />> r <br />Q 1.40 cn +a `' I <br />Zla I F- Fr, . li <br />W ( ,, n > <br />c0 * I �1.7' <br />I I �D Q <br />w I NOT CONSTRUCTED ,9i,{?U] I I -- I E- <br />E- <br />L C/3 <br />- - - - <br />I cr) <br />I I <br />I <br />OPY MASONRY I <br />ja'o I ( OF'FIC-l" COMPLEX <br />FF = 93.94' <br />{ I C I STORY MASONRY <br />I Oc'F1CF COMPLEX ' <br />FF - XX.XX' <br />EXISTING- <br />PAIWNG AREA <br />� I i <br />ENGINEER'S <br />LEGEND <br />_ - - - - - - <br />PROPERTY LINE <br />RIGHT-OF-WAY LINE <br />SETBACKS <br />SOIL BORING <br />_ I <br />SILT FENCE <br />-- - <br />CHAIN LINK FENCE <br />7. <br />PROPOSED CONCRETE <br />i <br />(CONTACTOR TO USE 6' THICK 3000 <br />P.S.I. W.W.F. FOR DRIVE THRU AREA) <br />PROPOSED PAVEMENT <br />- - - - --000.0- - - - - - <br />EXISTING CONTOUR <br />000 <br />PROPOSED CONTOUR <br />STORM LINE <br />GRATE INLET <br />000.0 <br />PROPOSED GRADE <br />EXISTING GRADE <br />i <br />NOTE <br />1. ALL PIPE LENGTH AND SLOPES WERE MEASURED FROM <br />THE CENTER OF THE STRUCTURE. <br />2. POND BANKS CONSTRUCTED OF FILL ABSENT OF <br />ORGANIC MATERIAL AND DEBRIS. COMPACTION IS TO BE <br />IN 1' LIFTS TO A MINIMUM OF 90% MODIFIED PROCTOR <br />BALDWIN PLAZA <br />PARKING LOT, BUILDING, SIDEWALK AND DRIVEWAYS NOT <br />CONSTRUCTED. 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