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2004 - Sanitary Sewer Profile
CO OOhd (00 cotDtD 00too0 0�(Dto +rh,rr) ') O0d'M NOO 00) 0000 .�^o6�a6 cq O m oppp -� to m OCD m M .. Ory- CD O .�. CL O LiJ W W oww_ioww cn�- --- to r _ PR )POSED GRADE T r"' 01 O OG v—N00 �r mad cc m0or-n W M ® 0 u *ton p � Q � `�: �r A m tkp 4 Q�D Q,f W P< Ozzo ON Z 'd. ae+ a. V) o t, i tai t, i in Grp (y y I� S .� W Z 4 w a. Cs. D A _ U Z" a1 0 ........................._....._.._........... ............................ .... ....... .... ........... ............. ..... ........... ......... ... .... ................ _......... ...... .............................. ............. ........ ......... ................ ................................ ............... ............................................ ..... ..................................... ...................... ....................... uj � .gym �,�,,.�„ .,_.-.._•• .--�,,. �..�.�.. .�.",."." '.�..,.�," `""".�,. 8„ IP ..�.. .................. ..... ....................... .... I ..................... _....... CiG __ -N—EXISTING GRAIE Fow z_ 4 170 LF - 24" HDPE® 0.5t7. _ ..................... _......._........... _................ ............... _................ _..... .... ......... _..._.. ...... _...... ................ ........... _.......... _..__...._............................... _.......... ........... ......_....__........_.......... _............ _...... .... _... ..... _.._............................. ...._......... ........................................................ ..._.............................................................................................................................._....................................._............................................_..........................................._............................_......_................_....._........._................................_......._.._...........I............ 111 IF - 30 HDPEC 0.40% \'188 LF - 36" HDPE 0 0.30% _ 324 LF - 36" -IDPE ®0.40% z3.501% ... _........... _.... ._........... ........... _........... ........... .................. ..........._....... _............... _.... __.__._._......._....................... ...._.... _.......... _._..._..._.............................. _........................ _........ _........... _.... ........ .................. ............... _._......... __....... ....................... _................... ........ ........ ............. .................... _................. ......... _...................... ..................... _... ..... _............. .... ........................ ................................................. ........ _....................................... ............... .................................. ................................................. ... _................. _........... _............ .......................... . ..................... ... . . . . . ..... ................ ............... 0 Ln 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 " 7+20 7+60 8+00 8+40 8+80 H.W. #1 - D.W.C.B. #6. PROJECT: N + OO(DtOtO M¢nNoON �}ONh SHOPPE L0Oif) OO ea- OON .--/�07 '+'00i(3i0i (6c t6 K) ♦rr _ V U ao CD 3 03 to nP ��p SEBASTIAN v 7 +oWWW oi-w_ �oAP `h'NNtr7d0 0r0 0OO4�F 0�CR tnn Ototo n+25U o0hN SECTION 2`3; -ht-OQ hhN TOWNSHIP 3 SOUTH; 3 O ao 0 0 0 o a'.�N-.�~ Qzz RANGE 38 EAST; N z z �+ z �`' PROPOSED GRIOE a 0.:.._.� __ O Q—O �OWW��Wtai Q (OiEa4_,.iw �,�,�,__ �W I� __ 20`x~ --- , CITY OF pSEBASTIAN 20 .__ 20 PRCkSED GRADE INDIAN RIVER COUNTY, FL PROPOSED GRADE EXISTING GRADE E)ISTING GRADE 15 _.. - 15.._ _ _ _ �.._ 15 _ FOR: I ALLIANkL,,Z_. 112 LF - 24" HDPE ® 050% _ —223 LF - 18" HDPE ®0.50 % 10 10 I. 44 LF - 30' HDPE 0 0.507 t :326 1LF - 30" HDPE 0 0.50% , DATUM ELEV DATUM ELEV pp 5.00 0+00 0+40 0+80 1+20 1+60 2+00 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 54 _-#11J.B. #2 D.I. J.B. #3 D.W.C.B. #9 STORM PROFILES 0tohh ohh No�� o® n 011RIgI) OWN" +r,NN +OO�ryM N°°PM �+ODe}� O•-•-- _ ?+ U) �� ^ O viii z0 g ZO m z0 2O o ViO,ieli �Ot,�t�t �O W : 20 3 3 3 f } PROPOSED GRADE I ` EXISTING IGRADE s } 15 180 LF 8" S$ " ? 74 LF 8" SS DIP 0 0.40% j 150 LF 8 SS € DIP 0 0.40% DATUM ELEV Svc ®0.33% _ 15" HPE , I.E.=11.63 ; .1i. Q0 30" HDPE 3 i _ ! I.E.=10.51 : 3 t - i I i 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 IF YOU DIG FLORIDA... EX. S.S.M.H. a S.S.M.H. #3 CALL US FIRST! 1-800-432-4770 UTLES PROMCM CENTR SANITARY SEWER PROFILE IT'S THE LAW W1 % EXITING GRADE-- fi0 '- \_ 57 LF - 15" HDPE 101.1%