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HomeMy WebLinkAbout042-97. Page 8� R/W 30� CREEN6EL T, � 18� DRAINAC�E � UTILITY EA SEMEN T (C�B., D.E. � U.E.) � � 8-BORROW � 0 C� �' � � � 44 � BACK TO BACK — '�� 6a 3�� �� 24, 2� � 2" CONCRETE ASPHALT SURFACE MONOLITNIC �q �URB � �URB � CUTTER � ASPHAL T B/NDER �" CROUP �K" � � AC�GREGATE BASE UNDERORA/N � PREPARED SUB�RADE �LANDSCAPE AREA 5E� TION �I -�I LECEND OA 1�5#/5YD - BIT. SURFACE, HV ( COMPACTED TO 98% 51D. PROCTOR i 44o�/5YD - B1T. BrNDER, 8 OR 9, Hv 990#/5YD - No. 5� SrONE i 3 L IFTS, COMPA CTED TO 98% 5 TD. PROCTOR � . �e/w � 30� CREENBEL T� 4�� � 4�� � ��... �— � DRAINACE ; 30� BACK TD BACK � � UrILITY � � I EA�EMENT � ! 2' 13� 13� �� �(UB., D. E. � U. E. )�; I � I q 2� CONCRETE i � � ASPHALT SURFA�E ---\ O �URB � GUTrER � i I � �� B-80RROw — \ ASPHAL T BINDER � �AG6RECA %E BASE O PREPARED SUbCRADE �C" GROUP �K� UNDERDRA IN 5EC Tl ON �8 - 8 LECEND � � ��5�/5r� - e�r SuRFQ�E Hv ( COMPA C TED TO 9 8% 5 TD. PROC TOR � 4�10�`/5YD - BlT 8/NDER, 8 OR 9, HV 9 9 0�`/5 YD - No. 53 5 TONE ; 3 L/FT 5, COMPq C rED TO 9 8% 5 TD. PROC TOR J r � DWG FILE: C:\96\699\220\90220TC4 PLOT SCALE: 1; 24.000 PtOT OF2iGIN: 0.00,0.00 SPELLCHK: 04/15/97 EDIT DATE: 04/15/97 EDI lED BY: JAAS - S11 � R/W 18' 30' CREEN6EL T ' � DRAINAC�E I � UTILITY EA SEMEN T �(G6. , D. E. � U. E. ) �— - W 8 BORRO — 9 � - �`5 3 5 TO,NE — � � - PREPARED SUBCRADE R/W ! 30' CREENBEL T _ DRAINAGE � u r�� � rr ; EA SEMEN T ; (�B. , D. E. � U. E. > �, I B-80RROW 9' - �`53 STONE � � - PREPARED 5U6�RADE � R/W ?=y ACG. 5HL DR. i %"/ft. ----- 3�� 5`�pE 8 � 24'-O� VARIES i4,��. __--- � L lNE �A � EXlST PVM�r i � I � VAR/E5 EX/5T CROWN LlNE 24 �-O� EXlST PVM�r ' � • 1%2 ASPHALT O�ERLAY �' PREPARED 5U6GRADE L EGEND ( COMPA C TED TO 9 8% 51 D. PROC TOR )� O 1�5 �/5 YD - 8l T. SURFA CE, H V ( COMPACTED TO 9 8% 5 TD. PROCTOR i 440�`/5YD - BIT. 8/NDER, 8 OR 9; HV 990#/5YD - No. 53 STONE � ( 3 L lFTS, COMPA CTED r0 9 8% 5 TD. PROCTOR ) OB ��- TYPE 'O' A44REGQ iE, No. 73 ( COMPACTED TD 98q 51D. Pi?OCTOR � 5EC TION D - D <� o� TH 5 rREE r> VARIES 3' � VARIES 45' (� EXIST. 1 GROUND �_ — � 1 + 30R4 �� 30R4 - — � HYDROSEED OR MULCH 1.5' UNDERDRAIN 6,;� 0.25' EROSION CONTROL FABRIC (TYPICAL) TYPICAL 3' BOTTOM DITCH 3'-BOTTOM DITCHES TO BE USED FOR DETENTION 1.5' � VARIES 2� ACG. SHLDR %a�/ft. v � I %'/ft. y � � f S�opF 1=1=——-- 111,=111,;,111,;,111,;,111,��111���111���111 e 6 ° PREPARED SUBGRADE ( COMPA C rED r0 9 8% 5 TD. PROC rOR �� VARIES , EXIST. GROUND � 2, 1 30R4 �—� 30R4 I HYDROSEED OR MULCF� UNDERDRAIN O EROSION CONTROL 6 FABRIC (TYPICAL) TYPICAL V— BOTTOM DITCH NOTE.• DITCH OUTLETS A T THE PONDS SHALL HA I/E lfl t/ERTS Q T 1' ABOVE POND NORMAL POOL AND A MlNI�NUM OF 1 D 5 Y5. OF � MlNI�VI UN1 D/N1. R/P RAP. R/W �