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HomeMy WebLinkAboutWWP2702160.220 Ln Ln 0 + o 0 0 Q + cn Q 1-- LLJ 00 0 J W U 0 0 0 cr- LLJ 01-1 ---- oll--- LOW POINT ELEV = 402.83 LOW POINT STA = 1 +46.38 PVI STA = 1 +80 PVI ELEV = 401.99 1on 100.00' VC 1111101101 O r7 O O + N � O + tV to U U > �0 y- STA 0+95 10 R RIM EL. 403.a.8 IE (IN) 34-473-.58 ---- ----- I E OU T) 393-40 = 393,G DATUM ELEV 390. 00 a, N U-) 00 :t .q- 1 +00 LEARANCE i PVI STA = 3+30 PVI ELEV = 417.30 � — 80.00' VC --W m STA: 4+41.20 ELEV: 423.97 ROW EDGE / LOT 55 2: 11 SLOPE o u 0 - ------ _ 420 -- --------- I- ------ --1--------- 1 410 - - --------------- SSMH ; 25 STA4+248R RIM E . r42 �/Z -5 IE OUT 41064 .j r ---------- ---- 400 l t D ry 1-7' -- - ---------- - ----- - i VEF� TL­ A `-i- ,I �CAr (`� 'O� 000 0L0 N� LC)N tD O N CU O 0 4 �16 O� 004 0 00 r� �` ' N E .� i t' 2+ 00 N 2gTH C; 3+ 00 4+ 00 ,�N0o t Port F ,-r(��+Di v; S: ol? z C.. LiJ U U it N U OG SSMH 1 B / �-1/0 3 RT STA 1 Ln RIM -2ee.) 200•G? o IE 1J95 �IN) IE OUT) 195.0 95- G 7 CNT� C 0° °° N C° 00 r — 0 SSMH 1 A 48" MH_ W J w Li w W Li WITH SLIDE GATE a LJLJ Li DETAIL SHEET OF 2 `�E- PLAN SHEEi 22 of 4'---) SEE 01-79 12 R-� r STA G4 9;3.-3 4GL4 6 � CD N EXISTING PAVEMENT T- RIM 202.$0 203.32 ® 1 + + + + E 19406 �IN) IE OUT) +9+7 ?5-,2 2 C/VTR. C a a Q r ---2-7 =----- ----- -------- PVC OUT a TO 72" RCP 0-5l IE CAD TIE IN=194.67 WITH KOR- -SEAL BOO ® ATUAf ELE 1 185.00 I N! I I 0+00 1 +00 4.7% -79 -_ ---- --- ----------- SHALLOW H ON STA 2+ RIM o 18- MIN. SEPARA 0\ 5 �%9 �j / / ' . v 2 6" IN. SEPARATION : n 93 -8 DI 0 .5% IE IN) I.E.-195 PROPOSED 8" GRAVITY SEWER IE OUT 00 00 O Ln! i cd I� i i 2+00 3+OC EXISTING PAVEMENT EXISTING GROUND LEI 0 LLJ 0 01-1 PROPOSED 97TH PROFILE 0_ I NOTE: SEE SHEET2SOFysFOR SEWER PROFILE CONTINUATION IN FROM SSMH 6 W-8"PVC fia STA 9+42 R I M 32-9-. % 33/. 5-2 IE �IN) 3:21.1E OUT) 32a-86 STA 8 01 3zi.27 c/VTi�'.CH. RIM 313, 96 IE �IN)�;309.1 3O F• r 1 IE OU) -3E)9.()l 308,76 295 NOTE: i PROVIDE PIPE ANCHORS AS SHOWN J� SEE DETAIL ON SHEET 26 (SEWER NOTES) PIPE BETWEEN ANCHORS SHALL BE I RESTRAINED JOINT DUCTILE IRON. V� r _ i PROVIDE CLAY CHECK DAMS ON 40' MAX. Q SPACING. CHECK DAMS TO EXTEND ONE FOOT MINIMUM BELOW PIPE TO SURFACE AND BE �0 I FULL TRENCH WIDTH. INSTALL PERFORATED DRAIN - } 275 IN PIPE BEDDING 4 w C. L z 1 ENERDISSIPATOR <� I SEE SEWER DETAIL SHEET U; A4dl8 \ � i 3 / a i I I - 251 00 o I I h V i a fi I STA; 6+85 10 RT3 $ R I M' 234�5-3 2 30. s } fE Pd} z� 29:J - 5 I E U T) 23 I 2 2 y. 8S' e*rR. CH I - -------1 215 C 0 �q � H --S-TA -5--02--12- RT 91 RIM 216.25o IE 2 +.85 I f 4,D IE �IN) OU) 2}0-g5 SE PLAN EE T ! I D cNT� Cf1 SSMH 2 2�/. Vy i I STA 4+0 195 R[M - 207 sG IE IN) A L IE OUT) "ALE: 1 g� E9 o v, 76 CNtR V H E I Ti lu' — N M C71 11 00 N Ln' of �` 00! N I 00 N 0 N N N N N N N1 NI N! N rr) 4+00 5+00 6+00 7+00 8+00 9+00 r--\ [:7 "-- E 7 TH J, V � L ELBOW TO —j. r'_ U CERTIF1 Ti: a iNjAE*l OECLAW, *-ATTHEFOLFL- OWINGGWMllP1I"- SHOWH-QEm� ' q EKED LIINOF31JFiVEYOFtF PERFORMED 6Y A w � M STORM DRAINAGE SANITARY SEINER ATh HORt LOCATION NOF4 LOC C HORZ LOCATION i ERT LOCATION 8 VENT MAT10" IJ\ VERT IUCATION s-iz- ys w _ OAnAJA- ec cjurAeWV49X- "C004 �NIjAQN. T• T�� OQ:4< YIASH� SFf �0 9 28477 5 too 050— XPIRES 5- 13-95 r--Irr-j RENT'ON DEPARTMENT OF PUBLIC WORKS N w E°c ti< CD ~ R� m cn � m � o O IF PUBLIC WORKS & 2 19tr5 lwk0AvrALm