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HomeMy WebLinkAbout1995 - (#145) Schumann Drive Underground Drainage Improvements\ \ \ \ 0 \ \` \ FURNISH AND INSTALL 20 L.F. 8" D.I.P. THROUGH \ CONFLICT INLET TO REPLACE EX. SAN. SEWER LINE. PROPOSED D.I.P. SHALL BE CENTERED ON 02 , CONFLICT INLET. EXISTING SAN. SEWER0.0045 S-24 \\ ` REMOVE EXISTING CATCH BASIN \ \ CONSTRUCT TYPE "D" CONFLICT INLET \ a� GRATE EL Iq.50 INV E(_ 16.20 PLUG EX. CMP PIPES \ \ AND FILL IN EX. INLET WITH CLEAN FILL AND SOD DISTURBED AREA. Ivb REMOVE EXISTING CATCH BASIN REMOVE EXISTING STORM SEWER CONSTRUCT TYPE "D" CONFLICT INLET - ,� °' �--�-`--- - - �- CONSTRUCT 34 LF 18" RCP ®0.0024% GRATE EL 1q.70 INV (NE) EL 15.75 ----- -- ---- \ - \ /� - o INV (SW) EL=15.75 �i / +° %�/ / S-23 REMOVE EXISTING CATCH BASIN EXISTING SAN. SEWER MAriHOLE \._- CONSTRUCT TYPE 'C' INLET Rlil 20.42 �, x i _GRATE EL I9.70 \ \ a INV "NW) EL=17.04 \ s ; INV (W) EL 15.87WV (N) EL 16.12 INV (E) EL=17.05 \o \ / INV (SE) EL=17.04 \� RELOCATE \ WATER MAIN I — CONSTRUCT 62 LF 24" RCP 0.0020% \ IF IT CONFLICS j WITH STORM j °o SEWER �o ryo \ --- OPEN UT ASPHALT PAVEMENT AND REPAIR PER DETAiL (TYP.) i � 1 L_ RESTORE EXIST �� lJ s SIDEWALK IN -KIND 40 k\ \, EXISTING WATER MAIr! �\ G� \ 15 OF 15 / \ qo ti° \�� \ '�\OTC\^� { \ ° FURNISH AND INSTALL 20 L.F. 8" D.1.P. THROUGH qgn \ \ CONFLICT INLET TO REPLACE EX.. SAN. SEWER \ LINE. PROPOSED D.I.P. SHALL BE CENTERED ON REMOVE EXISTING STORM SEWER CONFLICT INLET. \� N CONSTRUCT 150 LF 19" X 30" FRCP ® 0.61% \\ \ INVERT = 14�70 \ \ EXISTING SAN. SEWER - OP OF BANK `, � \ 20.7! r Ix: 17 N G r A N ?. ' 'TOP OF WATER AT EDGE \ \ WATER ELEV. = 15.71 EL 15.71 (FROM FIELD SURVEY) NOTES. \ ` 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT PVMT. REMOVAL & REPLACEMENT TO BE PER CITY OF \ \ ` SEBASTIAN STANDARDS. 2) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH \ APPROVED CONSTRUCTION PLANS. 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS \ REMOVED PURSLkANT TO STORMDRAIN CONSTRUCTION SHALL \ BE RESTORED IN -KIND. 4) ALL DISTURBED AREAS DUE TO CONSTRUCTION \ TO BE SODDED AND RESTORED IN —KIND. - - - --- - -- ------ --------- ----_ �\ L_ O j 5) REDIRECT DRAINAGE FLOW WITHIN DISTURBED AREAS TO PROPOSED ROADSIDE INLETS. 6) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 10 LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. � � T ' GRAPHIC SCALD --- -------- - -�� 7) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY Fly 20 0 _ 10 zo _ 40 eo DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. --- - - — — 8 GENERAL DEVELOPMENTUTI ITIESCONSTRUCTIONASBUILTS ( IN FEET) ) SEWER LOCATIONS OAIFROM EXISTING WATER AND k E a P AND FIELD VERIFIED WHERE POSSIBLE. 1 inch = 20 ft. STUDY AREA 7 4 1'/ q5 REVISED FOR CONSTRUCTOOh MMcj'EHM PHASE I&VI DRAWN CJF 'TMe to all dcwmants which boo the cop^ht S � � R�,4MASTELLER & MCLER, INCe M teller lx t Alder, u veat.d sololy N �g�� Irj 3 q %q2 REVISED PER CITY OF SEBASTIA,rJ COMMENTS ARL �CJP Mdetd provided & Mdor, Inc. Twee daection are l�J UNDERGROUND DRAINAGE IMPROVEMENTS docursi tntso the owner solely concumnection n .� _ _--_ __--_---_—._ Is project. My other aso or reup o CHECKED E r,f o�Jm disposition of these dowmants by di anyone '? 8 ;'q2 PE- ISED PER CI T'! OF SEBASTIAN COMMENTS BAF/ CJF M CONSUL TI N G ENGINEERS -V for M e ller & y prol inked without c the of DATE MAY 1 9 Q 5;'q2 RE'v'ISED Pi_R Clt'f OF SEBP.STlAN COMMENTS DD /CJP Coptellr rL Mdw, nc pursuant to the Federal CMUN&HH � �]2Copyright Lor.' --NO. DATE DESCRIPTIONDV I rSCME 1g?U� 1623 N. J.S. Highway 1, Suite B2 Ph. (407)-589-4800 U U LL`�'�7 0 OF 15 Sebastian, Florida 32958 Fax (407)-589--2742 CITY OF SEBASTIAN FLORIDA ©1992, MASTELLER & MOLER, INC. EARL H. MASTELLER, P.E. FL #26658 DWG NO S C H 11.1 10L