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O PEE ON PVC PIPE s EA IPPAP <br />YATH 2INV IRIS) 5 E M RIPRAP <br />DISCHARGE 6' PVL PIPE A EO C4tA0E NV N(S) SW9.55 (8 <br />\ <br />VV V <br />5 N RP <br />WTH 7 _ D PVC) <br />546651 (6' <br />3 IF 6' PVC 0 1.9IS <br />ly 'PVC ®200F <br />qN 69.60 BG <br />/ C AR <br />V / <br />�= ' <br />< �R <br />\\ DISCHARGE 6' PVC P PE Aj NN SHED C4tA0E <br />W1H 2'Wk2 Lxl.2 pV1FPE M <br />CONNECT DOUBLE 2 AREA DRAIN <br />G 5 P <br />` NV N(S) P ) <br />TO PACT OEfl AOD CON, ,ONAR AND <br />INV GOT(N) 5469 (B <br />' <br />`\ \INLETS <br />S PVC 0 96S <br />SHALL RE I' D EACHLINE <br />0( PROPERTY LINE <br />(Ap US BATED ON FETUE) <br />4 <br />]5 <br />CON D DLE 2 ARE GRAIN <br />\\ I i0 EACH OTHER,ADD CONC COULAR AND <br />NLL1S 11 <br />O (N) 546BSI NI PVC) <br />fi).' G <br />BG <br />)).]] EAK 5 UTIMTY <br />9 RETANNG L OPE(TY NN' <br />\ ASSED LINE LIMAS; (p0,415 RASED ON iF,SIGf QCATON) <br />V£RTIHING OUTLINE S FOR 5g6]_46 <br />STEP WALL ' \ <br />m <br />�EASEMENi <br />i <br />' <br />(' <br />NV Wi N 8' PVC <br />REFERENCE ONLY <br />T ' / <br />841 <br />y0 166'G� <br />` <br />REFER TO C£OTECH <br />DOCUMENTS " FINAL.. <br />" <br />TOP OF WALL ELLVADMS <br />GE B' PVC PPE AT FNISNED GRADE STEP WALL <br />-� T. 2 W 2 _2'1 TYPEM RIPRAP ♦ � <br />'GR ]94 ��' <br />� � <br />/ i <br />54856 (G)IS" PVC) 66.298G <br />Li, PVC 09. EVST 10 UDN1YEASEMENTS �� - <br />B5 <br />2 AREA DRAIN 2 ' <br />/GONG COLLAR <br />S0 <br />' <br />EMENT FiEO50 <br />/\y <br />INV OUi(N) 546587 (64 PVC) HP <br />DO 1—F4 ME <br />64Y6 FL, ME 65I66569 <br />LI <br />� <br />C01SWAE ICENTER LINE W/ <br />.0 IMPERMEABLE LINER <br />/ o <br />\ N <br />/ G - b0 RNOND �I ID <br />Ie 53 ST. ANQREWS <br />i1y11T'' ASSUMED FFE.5469.10 <br />6010 66.10- <br />B17 UP <br />67.22 R, ME <br />6189 BIG, ME <br />67.92 TC, ME - <br />TYPE M RIPRAP PROTECDON <br />AA CT OP DIN D BUILDING OUTLINE ITYP)' - <br />- <br />.L 20 0 SCALE IN 20 10 <br />/ A • � �O� C` II FEET <br />/ DESIGNED BY: <br />IN-N BY <br />MAY <br />TE. 0 rvN <br />C. <br />/ FENCE POST (BY OTHERS) <br />A ELEv TG ELLV TiCAST IRON HINC£0, u) Q <br />/WSp /4 RERAR BOLTED GRATE J J <br />4?CLAYLSgL GRASS E° VARIES 6° (SEE NOTES J r Ll <br />PAVEMENT Q N Lu <br />RETAINING X H <br />(BY OTHERS) /� �` / �. COMPACTED BACKFILL (M) 0' 8' MIN CONCRETE COL -AR UINLINE Z <br />RUN Z 0 <br />sECNDN�U <br />fi NDN-PgV£N GEOTE%TILE FABRIC SURROUND HOLNE DRAIN / �s` cam, . ,4 U LL c3 <br />(MI -II 140N OR EQUAL) 16" SGUEESEE I-) Z J Q <br />T _ SER35 PVC SEE PIPE LyJ 0 -LiZ <br />BEDING DETAIL LL 0 , Q <br />REINFORCED BACKHLL K K (1) <br />COMPACTED 95%OF'a'm's'RroMi- () (, <br />DISCHMCE PIPE AT FIGSTANDARD PROCTOR DENSITY �''r.r 7 Z <br />AS SHONN IN PLANS AND DETML (BY OTHERS) INVERTS (SEE BANS) JQ 0 Q <br />ttPE M RIPRAP _ _ _ - 8" TO 30" NYLOPLAST DRAIN 0 <br />(SEE FLANS FOR SIZE) <br />ARA AN O ASE <br />ESHOWN IN PLANS NOTES: <br />AREA DRAIN COVER TO BE ECASs HS-20 RATED BOLTED <br />AND HINGED <br />GRATE OR O 2. AREADR INLETSW ROVED PEDESTRIAN EAUTREAS SHALLTRAFFIC BE INSTALLED WTH <br />PEDESTMAN RATED GRATES (,/6' MAA OPENING, TYPICAL) <br />SWALE WITH IMPERMEABLE LINER I AREA DRAIN DETAIL <br />NTs c,D N. <br />