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Home My WebLink AboutR-382906L& 0 Y Z 0 0 Z 0 W 3t W w o li a 0 N s - Q O D � vx�4 �4 En C�- ® of IE=33.63 (8" S) 3:Q iE=3630, LJ v V)Li CrZ :3� �+ rn10 0 IE = 31.90 (15" E,w) 0� W��-a 0 I'' Z W Q) \E c m 0 n CD Know what's below, 0111 before you dig. STORM RAINAG AN N ;` i- 11 1 r 1,5 ,, N N , , r Iffi 1 l / 11 It _ DEI il�=-iffff 11 TTTf II Tm VLLL�� 1L11ff � r �I �I N r / 1 r t . 1 '' F 6.z�-- - -�,� 4--- .-------- g----� ° . - --- - ®o e ®I t I ®I ®I -.r - + °" r WATEF VALVE o t 11 N 1111 If 0 If 11 N N 11 r Il N IIN 111L r r L - T 71{[ I --r r� - 1 ----- a n u n 1 I p I - / p I' w Il r - - -�' - ,+ I N N r 11 If 1+ 11 r 11 II r II 0 11 !l �a _ d =::=:c-o:-=aa SSMH 36; CONC LE. N=29.66' CB #2 R1�1-41.43" 36" CNC I.E. 5=29.66 B" D.L I.E. E=37.73' Lo 8" D.I. 11E W=37,63' CATER ' L E i 6�" PVC I.E, N=37.630 S P R X-,.. _ m -------- X-====-_� =__=====x=__=====X=__-___= X=====__- =_ x. xX RIM=36.50 } IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) W 00 Z iE=3630, W/BEEHIVE GRATE v V)Li CrZ RIM=36.70 RIM=37.60 J 0U IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W W��-a 0 I'' Z W W/SOLID LOCKING LID W/STANDARD GRATE a l=- U In I w � uvi IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) m ILL W .a I N L- N N N 00 to D 00 X 00 Z or C Y I LO CN I� C Lo N 0 U) In�L U y Q 0 04 4 L) =Q O = C) W W fft M o oY o W oY W vii Ii v o w v a a I I � n Q U V) W Q 0 CD m 0 N 1W N co E H N 0 0 3 70 � Z O /r W In N W rillC a� c CD co N .i cn 0 0 N o Z i.� Know what's below, 0111 before you dig. STORM RAINAG AN N ;` i- 11 1 r 1,5 ,, N N , , r Iffi 1 l / 11 It _ DEI il�=-iffff 11 TTTf II Tm VLLL�� 1L11ff � r �I �I N r / 1 r t . 1 '' F 6.z�-- - -�,� 4--- .-------- g----� ° . - --- - ®o e ®I t I ®I ®I -.r - + °" r WATEF VALVE o t 11 N 1111 If 0 If 11 N N 11 r Il N IIN 111L r r L - T 71{[ I --r r� - 1 ----- a n u n 1 I p I - / p I' w Il r - - -�' - ,+ I N N r 11 If 1+ 11 r 11 II r II 0 11 !l �a _ d =::=:c-o:-=aa SSMH 36; CONC LE. N=29.66' CB #2 R1�1-41.43" 36" CNC I.E. 5=29.66 B" D.L I.E. E=37.73' Lo 8" D.I. 11E W=37,63' CATER ' L E i 6�" PVC I.E, N=37.630 S P R X-,.. _ m -------- X-====-_� =__=====x=__=====X=__-___= X=====__- =_ x. xX RIM=36.50 IE=31.45 (15" E,18" W) IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) CB #101 TYPE I iE=3630, W/BEEHIVE GRATE W/STANDARD GRATE RIM=36.70 RIM=37.60 IE=32.69 (12" W) IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W CB #III , TYPE 248' W/SOLID LOCKING LID W/STANDARD GRATE RIM=35.98 RIM=38.67 IE=30.25 (30" N) IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) SDMH RIf=36.96' 18" CONC I.E. 6=32.56$ 18" CONC I.E. E=32.55' 18" D.L I.E. S=34.86' SDH RI1=38.63' 18" CNC I.E. =-32.33$ 18" CONC LE. N=32,28' 18" DJ. I.E, S=3 ry 3& 1 � / SSMH �.1, LE, E=38.36' 8 D`I.E. N1=38.45' LOT LICH i w - ' ---------- -x x xJ x ��x x t_- CONC RET A,L�. ----.11 C al�ll .If3 �----- -- `_ �ET WALL _ ii RIM=40,51' � x u 12" ADS I.E. =36,91' as. n 12" DJLE, S=36,91' 11 11 a � Il II x xl'-�== =�= z=====_ - x- ----- - X - __ _-- X ___- II - 1 D.I. CIS °� ._.. x 18" D.I. CULV 1. . N=3746' I.E. N=37w46' coLOT LIGHT -- `J WALL DETB(MN POFD AND CONETU TOP OF POND=35.75 MAX W.S.=34.25 STATIC W.S.=30.25 BOTTOM OF POND=25.75 W/POND LINER PER DETAIL SHEET C13 \ i MONITOR WELL �\ �_-- _--_- - -p------------------ •38_39 __---------_ - -- �3 - _ - - - - ------------------------ ----36-=-------------__ ONITCR - --- -_ _ 4:35= ----------------- i -_________=-==----- =3132 ---____ = t ^ 3oz - 1 I' I ------ r t I I I 1 10% 127.75I I I IL IQp I + III I t 1 �I I 1 IN ICU I I I I 1 1 I� I I I I I 1 1 1 I^�, ICU 1 I 1 1 1 1 III I�I�I I! I`I NJ I I I III 1 I I I NI I0DI 1 I I I I I III I 1 1 1 t")I SNI I1 1 I % I I I I IE=27.75 I I I is °`I IK �``;K: III i EX 18" SD I I �I W RIPRAP PAD I i I i 111 `NI i "$',;::�' ?9.25 I I 1 1 / 1 1 .� ..,r.•.iX-:.:•fv '.y:r . I /� 29.251. I �3 30 LF 24" CPEP SD O 8.3% ° . -44 . ' ,X ECO DLOCK, 151 f LF ° °1" CPEP SD Q ". ` } II 95 LF 12 CPEP SD Q 0.42 CONSTREXTION KEYNOTES: Ri CONNECT TO FOOTING DRAIN Fil CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. [-3� INSTALL PIPE INTO POND AND REPAIR EX. POND LINER AS NECESSARY. �tI IV 111alMILL ft PERFORATED PIPE PERIMETER DRAIN AT FOOTING BASE AROUND BUILDING. DRAIN AND CLEANOUTS TO BE INSTALLED PER GEOTECHNICAL RECOMMENDATIONS. CB STD CRATE RIM=:41,21' I12" ADS I.E. W=36.51 24" ADS I.E. N=29,41 24" ADS I.E. E=29x71$ I CB SOLID LID RIM=42.0 1 ' " PVC I.E. E=37,95' 24.IPVC I.E. S=29,83 6. ADS I.E. W=29.69' a ---_ as as 16 W/STANDARD GRATE RIM=38.47 IE=31.13 (12" N,S,E) CS 0 , TYPE 2-W W/STANDARD GRATE RIM=34.50 IE=30.77 (12" S,18" E,24" W) CB 49 , TYPE 10 W/STANDARD GRATE RIM=35.40 IE=33.52 (TRENCH DRAIN) IE=31.46 (12" N) L • t BOLLARD TPa ECC BLOCK TSP, W/STANDARD GRATE W/STANDARD GRATE RIM=37.83 RIM=36.50 IE=31.45 (15" E,18" W) IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) CB #101 TYPE I CB #SOA , TYPE 2-W W/BEEHIVE GRATE W/STANDARD GRATE RIM=36.70 RIM=37.60 IE=32.69 (12" W) IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W CB #III , TYPE 248' W/SOLID LOCKING LID W/STANDARD GRATE RIM=35.98 RIM=38.67 IE=30.25 (30" N) IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) IE 6" SS = 34.58 R-382906 0 '(A W W Z tl) ID z W I I i z (; 0 d U U ---, z 04 O qft � W U d � W� cf) U) W Q ! o W o Z ' U Q r. + a I I ) 4 I ' � i Q + I SSH 1 RlM=41 CON W W W B" CON Y Y 8" Pv = U V " CON Y Y � tI) I Ir- to r � N. -I v N N O 0. cN1.10 IV co s1- p ® Z I SD a I CN TEL. ;k CB STD t JBOX ;� RIM=41 n1 IE =38.6 j 14 IE =3609 � 11 ,h ly ry ------ It --- 1 S EE BUMP Ill It ly �� Ih--- 1 7 Ih ,h !h Ih rti I1pI --, h ` fh ' !r t Ih 1 r rh � Ih 14 r lh t Ih r rh t II r ,+ 1 Ih r rh r th t rh r rh r r + /y r r 1 rh 1 rq r !h t rh r rh + r + /h r r + n POKIER VA ►h t th ,N /h th th th th ,h th---- h / h `. k _ /h th d /h It N Ih l Mh th /h ,h to /h /h rh /4 th /h /4 _ t n / ±t �; RECOMME iDeD FOR APPAOIVAL By: Date: By: By: By: Dote: Date Date Qk� GUY j�F W A S, fl 'Q' O cn z 38950 p s �O / S T E��`' ZONA L EN'v 6/19/2015 v N D z LOr o 0 U I� n z U O 0 0 'L II Z ILLJ s oa 0 a Z m ILL = N D z LOr o 0 U I� n z M0 Z j 0 Y m N ILLJ Lq oa z a Z m ILL W .a P0 N N N 00 to D 00 N 00 Z or C Y I LO CN I� C Lo N 0 Z Z In�L U y 00 0 04 4 L) 4 O = N D z LOr o 0 U I� n z M0 Z j 0 m zW ILLJ Lq oa z a Z m ILL W WN Q P0 N N N 00 z Z D 00 N 00 Z or Z I I W W CN I� Q 3:: Lo N Ln N Z Z In�L Lo W w 00 I� 04 4 h, N D z LOr o N 0 711 n z T � L D �'1 z n z M0 c m D° D Lq oa z m m m m O D D C7 0 'D �o �o co D �m z� 0 M-0 7) s� �z m O D C) U7 D m n O O m D° D C 7