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HomeMy WebLinkAbout1992 - (Mylar) Phase I Underground Drainage Improvements1. TITLE SHEET 2. LEGEND 3. EXISTING SITE CONDITIONS 4. STUDY AREA 1 5. STUDY AREA 2 6. STUDY AREA 3 7. STUDY AREA 4 8. STUDY AREA 5 9. STUDY AREA 6 10. STUDY AREA 7 11. DRAINAGE STRUCTURES 12. DRAINAGE STRUCTURES 13. DRAINAGE STRUCTURES 14. DRAINAGE STRUCTURES 15. DETAIL SHEET for IY U� EZ ..Of SEBASTIAN. MAY 1992 xw� I K111 mAr MAS TELLER & MO LER, INC. CONSULTING ENGINEERS 1623 N. U.S. Highway 1, Suite B2 Sebastian, Florida 32958 Ph. (407)-589-4800 Fax (407)-589-2742 EARL H. MASTELLER, P.E. FL #26658 10 SM TE LAYOUT LEGEND DRAINAGE LEGEND DESCRIPTION EXISTING PROPOSED BLOCK NUMBER O3 DESCRIPTION EXISTING PROPOSED BUILDING OR STRUCTURE BENCH MARK CENTERLINE - - - - - CONCRETE FLUME CONCRETE MASONRY WALL Lam_ _-_:I - i1 CONCRETE MITER END CURB CONTOURS -20 - CUT AND PATCH CURB INLET t'Mimi EASMENT LINE - - - - - - - - - - - - - - - - DRAINAGE FLOW ARROW - -- FENCE (AS INDICATED) X - x x - FINISH FLOOR F.F.=20.00 F.F.=20.00 LOT LINE INLET - LOT NUMBER 2 2 SAND CEMENT RIP -RAP PHASE LINE SOIL BORING LOCA11ON AND NUMBER *2 1 T2 PROPERTY LINE — -' — SPOT ELEVATION y+ 12.40 RAILROAD TRACKS jSTORM DRAIN PIPE RIGHT-OF-WAY LINE STORM MANHOLE -- — ----BUJ---- SHORE LINE STRUCTURE NUMBER SIGN (POST MOUNTED) -o SWALE -...—... TRAFFIC FLOW ARROW WATERSHED BOUNDARY ®®®. TREE' �S HRUB BASIN BOUNDARY ■ ®■ SPRJ/VKLER HEAo HEDGE LINE SUBBASIN BOUNDARY m ■ IN ■ ■ 2 8 /9Z PEV15C-D PER CiTY OF 5E5L15T_1AAJ GUMME,UT5 SF/CP 1 5 Q2 REVISED PER CITY OF SEBASTIAN COMMENTS DD CJP a M ASTELLER & M OLER, INC. CONSULTING ENGINEERS NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 132 FR E VI S I O N S Sebastian, Florida 32958 Ph. (407)-589-4800 Fax (407)-589-2742 UTILITIES LEGEND SECTION LETTER A DESCRIPTION EXISTING PROPOSED 2-18 5-18 "'� SHEET 5 OF 18 WHERE SECTION IS SHOWN SHEET 2 OF 18 WHERE SECTION IS TAKEN BLOW OFF ----------------Fo CLEAN OUT C 0 CONCRETE POWER POLE CPP q, CPP TYPICAL SECTION CALL OUT FIRE HYDRANT l FORCE MAIN -----FM-(12"0)----- FM-{l2"0)-- GAS MAIN --------OAS ------- GAS GATE VALVE & BOX �� LOCATION OF DETAIL ON DETAIL SHEET A 5 LIFT STATION --- —� 9-18 �- SHEET 9 OF 18 WHERE DETAIL IS SHOWN OVERHEAD WIRE --------oN- --- -- o PLUG 2 3 4 5 6 SANITARY SEWER MAIN 0=__ =:0 s SANITARY SEWER MANHOLE A LOCATION OF DETAIL SANITARY SEWER SERVICE ------- ---- SEPTIC TANK II EPIC, L-----J CSEPTIC, — -Tl- DETAIL SHEET e TELEPHONE JUNCTION BOX I T; � TELEPHONE LINE =---- TELE------- TELE UNDERGROUND ELECTRIC LINE ----- ELEC ELEC C r WATERMAIN -----wM-(s"�)----- wM--(s"m}---- WATER SERVICE W/ METER uet�1Qm Mom: sac - WATER WELL o WOOD POWER POLE 0, WPP qk WPP SHEET 15 OF 15 9. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT PROPERTY OWNERS SEVEN DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ANY SIDELOT DRAINAGE EASEMENTS SO THAT THE OWNERS CAN REMOVE EXISTING FENCES SHRUBBERY OR TREES THAT MAY INTERFERE WITH CONSTRUCTION. 10.. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH GENERAL DEVELOPMENT UTILITIES FOR THE RELOCATION OF ALL WATER MAIN CONFLICTS WITH PROPOSED STORM SEWER IMPROVEMENTS. INTERRUPTED WATER SERVICE SHALL BE RESTORED BY 'THE END OF EACH WORK DAY. 11. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH GENERAL DEVELOPMENT UTILITIES FOR THE RELOCATION OF ALL FORCE MAIN CONFLICTS WITH PROPOSED STORM SEWER IMPROVEMENTS. INTERRUPTED SEWED SERVICE SHALL BE RESTORED BY THE END OF EACH WORK DAY. LEGEND 04 0� PHASE UNDERGROUND DRAINAGE IMPROVEMENTS for � O� . 4 r� n p «.�,. �C��JM�iJQ�J�I DC�OMC� CITY OF SEBACTIAN TYPICAL DETAIL CALL OUT GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED AND IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS, LATEST EDITION. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 2. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING U11UTIES PRIOR TO CONSTRUCTION BY NOTIFYING THE UTILITY COMPANY TO LOCATE THEIR UTILITIES OR BY FIELD VERIFICATION. HE SHALL BE RESPONSIBLE TO REPLACE ANY UTILITY DAMAGED, RESULTING FROM HIS CONSTRUCTION AT HIS OWN EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN COPIES OF ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED PLANS, SPECIFICATIONS AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 5. ANY DISCREPANCIES ON THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. WHEN PROPOSED IMPROVEMENTS CONFLICT WITH EXISTING WATERLINES, THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE WATERLINE IN ACCORDANCE NTH THE LOCAL U11UTY COMPANY HAVING JURISDICTION. 6. THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN, THE ENGINEER, AND ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCT10N OPERATIONS. 7. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT TO THE ENGINEER AN AS -BUILT SURVEY DEPICTING THE LOCATION OF ALL CONSTRUCTED IMPROVEMENTS AS CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. *Title to all documents which bear the copyright of Mosteller & Moler, Inc. is vested solely in Hosteller & Moler, Inc. These documents are provided to the owner solely In connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Masteiler & Moler, Inc. pursuant to the Federal Copyright Law.' FLORIDA 1 O1992, MAST --DER & MOLER, INC. JEARL He MASTELLER, P.E. FL DRAWN CJF DESIGNED CJP CHEF EHM DATE MAY 1992 SCALE AS NOTED SHEET 2 OF 15 26658, DWG NO 9109-LEG STUDY GRAPHIC SCALE 100 la eo ,00 Tao ( IN Fur ) 1 inch - 100 it. LEGEND WATERSHED BOUNDARY BASIN BOUNDARY SUBBASIN BOUNDARY DRAINAGE FLOW AREA 7 -- . • VO - - ^ V. v1 r I 51 2 REVISED PER C" OF SEBASTM ,.CaTT3 , DD/C NO. DATE DESCRIPnQN DR/APP REVISIONS M ; 0 I 0001 /"� •� �. SCHUMANN LAKE EXIST. CONC. OLLY eAD -- . TOP "V.- 20.41 t J — — .__ NVERT PPE - 17.70 ✓. — -- WATER ELEV.- 18.48 ` ,� - — CANALI CIRCLE— eAST. CONC. DULxWAv -' �" ♦ .0 r \ TOP EL Mae 20.67 ` \ NVERT PPE - 1&45 EXIST. CONIC. SUUGMAP ../ — -�- — --- — WATER at-V.- 18.48 TOP H.-V.- 20.S4PE �' • /'—\ �i NVERT P- 18.48 • /�� , — " --. •''' . WATER ELFV.- 18.48 v� 1 STUDY AREA 3 / 1 - V\ EXST. 3'x4 CATCH SA N I GRATE " 22.38 ' � � �� 6)WT. 212 LF 4 CMP E 2$2 LF 24'0 F.MF. -- '- .�a.-•-.ems}s a�j,... a a. s.-+i, \ i NVERt �EN)! - 20.49 � \ ! EXIT. ? 11 LF. 24' 1 G.M.P. sa j C-OT. 5'x4' CAT BA3N \ �■ ■*■� tr l� t� .� t� t� �. j� ■�■ O GRATE EL EV. - 2$.24 E t. ti C.M P. MT. , x4' CATCH S W) - ?O.It, . • / GRATE; ELEV. - ?2.10 CRA*e 5'4c4f CATCH SAnSN ' r/ (E) 17.61 f NVWT (s - 2034 \ EXIST'. 63 LF. 1500 C4. ---- �^^^� NveRT (E� - KID ' --, ,vy. � 1 SASN MATE 1 eve- 22 / J-.,,�.. ..-- -- e . Ls' c.M.P. �i EXL'Ir 63 LF. 15V C.M,P. S C H U AM N N DRIVE • �� \ E ETCE S'x4' CATCH SASHXIST. 5'x4' CATCHBASN EL EV. ?2.60EXIST. 3'xC I CATCH BASNGRAT& U*V.- 2Lpl3 / (W) - Kl34 i GRATE Mee . - 22.41 EXIST. 5'xW CATCH Wart (Wl IS." \ WERT (E) I- r7.81 4 GRATE "v. 20. \ J AREA i . - _.. - - — --_ t- _. _._sees_. -- I _ .. --_ _•.-.. 1731 I NVER7.- 20.73NVER7 (W) ! OM 20. OSTUD' I STUDY AREA 2 � E 65LF ti t?!1\ i W Z C.M.' ZEXIST. S'x4• CATCH BTU D Y Aft A J i GRATE EL ey. - 24.18 • --,�" -- LANCE STREET MST. 55 L.F. 1500 C.M.P.INC EXIST.; 5'xW CATCH SA3N \ •'; - — - } GRA MT. V0 C I tJ Rfi (ELEV. 8�.27 \ �� NOT FOLD (W) - K8 4 1 1 •' i GILBERT_STREET �- _ { 6' PIA. Cjv R,SER I j (CONTROL STRUCTURE) Z TOP "v. 18.31 lye ■ - - - - -= I I - - .. - - a W 14.27 i sm r I W. 14 _.._.� _.__ i i' i \ DOLORES STREETW. K ( i _ r_ MT. 4Y '. \ _ ' _ Z ELCi/ L34 -E sx�ATCH SA3�( --- i I W I - / MA -"V. - 2 L28 W) - �.�,SZT Y AREA 6 I ai (s .2 / EXIST. 2400 . \ S C H U M A N N LAKE � i % i i W 'Q \ X14 4' PIA. CATCH S _ !- ,K TE S . - M7 EXIS63 T , 0 OIA. `GATCM�ASN i ELZ LV. - 2L81 a ICL82 NVERt (SW) �19.�5 ® CONSULTING ENGINEERS ,1623 N. U.S. Highway 1, Suite B2 Sebastian, Florida 32958 Ph. 407 —589-4800 Fax �407)-589-2742 CITY OF SEB ASTI AN H z O 0 cc O IL W O IIn t W W to W Z EXISTING SITE CONDITIONS PHASE 1 UNDERGROUND DRAINAGE IMPROVEMENTS for FLORIDA I IV) I i r OWN c,IF -TM* to all documents rhlch beer the cop$W of Mosteller d Molar, Ino. Is wted solely In - /'► p Mostaller ! Molar. ino. .Them documents are VK" prodded to the owner solely In connection wft this pro)*at. Any other use or rwse of thee* 4oauother clap s tlwn of twee documenents by any«on* �M Is aopr.eely prohbibd wRhout consent of MAY , 992 Mostaller t Male►. In, pursuant to the Pederd - DAME �... SCALE , • is 100, s 315 001992. MASTEI I ER & MOLER. INC. EARL He MASTELLER, P.E. FL #26658 va►o 9,6961M \ EXISTING 3" WATER MAIN LOT 37 EXISTING 6" WATER MAIN LOT 8 \ + +� +° + / y � + R � LOT 9 B 2 + a` + \ EXISTING 4" FORCE MAIN i5 0F15 + y; Q, �% /'F \ REMOVE EXISTING STORM SEWER s `� '/ r CATCH BASIN AND \ CONST. MOD TYPE D INLET STA. 5+20.00, OFFSET 30.00(R) GRATE EL. = 22.50 \ a"1 / QJ� INV. = 17.45 �� \+ + ��• ��0 c, INV. �SW) SE) = 17.q 5� \ + RELO ATE WATER SERVICE— LI IT CONFLICTS WITH +` y ' + ✓ \ TORSYSTEM CONSTRUCTION + �3 $ + REMO/A EXISTING 6_ _F 15"O�CMP A v / REMOVE EXISTING 212 LF 15"0 CMP AND ��G� CONOT. 62 LF.,18" 0 R 0.53% + 4 \ \ CONST 212 LF 24"0 RCP 0.52% (z�S\v 0 / OPEN CJT ASPHALT PAVEMENT A 4 %• -___7Z --- _—x� + AND REPAIR PER DETAIL (TYP.) of 15 � it 1 nl T '0T C CONTRACTOR SHALL CONSTRUCT A WATER — - 11 BXIS� 10 — _ . / p t11 + j R%8 / 15 15 TIGHT SEAL BETWEEN PROPOSED CONCRETE LOT 42 / + i ^ i 4 -�o) PIPE AND EXISTING BULKHEAD. a _ �� ���� 4;/+ N SANITARY SEWER RESIDENCE #644 +/ / EXISTI G SANI AR ja RESTORE EXISTI G SIDEWALK / +`'r a a + INVERT — 16.35 IN —KIND/ `' _ S C H U M A N N LAKE B + ? / + REMOVE EXISTING S RM SEWER 15 ov 15 ;� f / / CATCH BASIN AND WATER ELEV. _ 18.50 � '; � r + +�, ^a � +' pP l< / S�AS5+0 MOD OOt OP FSEDT 130.0 i' ' ' I r + a. / ) L 0 T 4 I EXIT. BULKHEAD ; r +� o-> � GRATE EL. = 22.52^a I INV. (NW) = 15,28 B 2 I / �' ✓ ,�a/q i/ t 5 � 15 /� !__OT 11 / I t +' , LOT 6 i i IIIIII TTT / I U' / + LC —r `T • i ' NOTES: EXISTING 6" WATER MAIN / / + I) AXL STORM DRAINAGE CONSTRUCTION AND ASPHALT / + i �VMT. REMOVAL & REPLACEMENT TO BE PER CITY OF / + t , + /SEBASTIAN STANDARDS. / i 2) ALL CONSTRUCTION SHALL BE IN T CONFOR"IANCE WITH � 12 L0 ' � � APPROVED CONSTRUCTION PLANS. 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS % 100, REMOVED PURSUANT TO STORMDRAIN CONSTRUCTION SHALL j BE RESTORED IN —KIND. 4) ALL DISTURBED AREAS DUE TO CONSTRUCTION / TO BE SODDED AND RESTORED IN —KIND. 5) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE GRAPHIC SCALE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 20 0 10 20 40 90 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. 7) EXISTING WATER AND SEWER -LOCATIONS WERE OBTAINED FROM ( IN FEETGENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS —GUILTS. -` ) - ; 1 inch = 20 ft. — - - KEY MAP _ J STUDY AREA 1 DRAWN CJF M MAC TELLER & MO LE R INC PHASE I e ` d men's hlch he° the `cp fght — M te,ier k tt e�, vested saes i- DESIGNED CJP v filler t-nth er c re ese Acumen is ° UNDERGROUND DRAINAGE IMPROVEMENTS caner , �y . et,n wth p !ac Yy.. ithe ith°r au se i these s t A �th s � HM -u ants °n epr d cti n, C.f'IEGK� 2 8/ 2 2E �z o s j �iV�s F ep M CON S.0 LTI N G ENGINEERS for ,s d_°sty n f chase d °uments ry ° y0ne DATE MAY 1992 rasslY p� h ih' ut con sa•t �f asiell ar & Mc.er, .;urs nt t, the Federal ght I 5 q2 REVISED PER CITY OF SEBASTIAN COMMENTS DD CJPSCALE NO, DATE DESCRIPTION DR/APP n__nUM D F M SHEET 41 OF 15J20, 1623 N. U.S. Highway 1, Suite 82 Ph. 407 —589-4800 uvu D O v FREVI SI ON S MO Sebastian, Florida 32958 Fax (407)-589-2742 C'ITY CF SEBASTIAN FLORIDA =4. EARL H. MASTELLER, P.E. FL #26658 DWG No SCHU1 GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft 0 S-3 I REMOVE EXISTING INLET --- ti CONSTRUCT TYPE "D" INLET B 2 / O T 1 i I F x� GRATE EL = 24.30 15 of 15 W- /� ; I > �- INV - Iq.30 SCHUMANN LAKE I , S — 5 INV �W)5) _ fq.80 WATER ELEV = 18 50 \\� \ 5" TYP — --- ° / REMOVE EXISTING STORM SEWER i CONTRACTOR SHALL CONSTRUCT A WATER C1 -- TIGHT SEAL BETWEEN PROPOSED CONCRETE 15 15 PIPE AND EXISTING BULKHEAD. NV 15.50 + o /-- EXIST. 10" DRAINAGE ESMT. EXISTING 6" WATER MAIN I ( 3 C1 r _z ?� Q CATCH BASIN AND j CONSTKCL ► TYPE "D" INLET �I X / x OPEN CUT ASPHALT PAVEMENT AND REPAIR REMOVE EXISTING 24 0 CMP AND II I ) STA. 12+34 OFFSET 30.00 (L) A 4 / \ \ CONST. 206 LP 42 0 R.C.P. @ 0.24% J / / GRATE EL. = 22.50 15 15 PER DETAIL (TYPICAL) �\ j 4 C.L. FENCE �' INV. �W) = 17.30---� I �\ / \\ \ \ 1 ( <; I I �' INV. E) = 17.50 - EXIST. BULKHEAD + \ i ( REMOVE EXISTING IS CMP j \ I \ a \ RESIDENCE #88 I + I LOT 14 CONSTRUCT 52 LP 24110 \ I I \ RCP ® 0.38% \ WOOD POLE � + � titi ,tia �, \ i t 6" C.L. PENCE LOT 33 \\ RESIDENCE #885 /- REMOVE EXISTING 15"0 CMP B 2 i CONSTRUCT 216 LP 24"0 RCP \ I - S/ TYP P ry' n✓; n�`.l° ti L,�o �� + F� + + + +n + �. S�FN q O WOOD LE EXISTING CONCRETE SIDE ALK RESIDENCE #8 6 1 TO BE RESTORED IN -KIN (TYPICAL) 6 C.L. PENCE WIN ---------- 1----------- — J 17"-- LOT 18 B3 B2 \ �� �" 6 �� ��. ' EXISTNG 4 FORCE MAN \ — $ _ _ — 15 of 15 15 OFn - - -- -- — --- -- — -- -- -- -- k'ESTO.Q� �XiS T S /�E"WAG K i / REMOVE E ISTING STORM SEWS I 115"CMP /-6' WOOD FENCECATCH BASIN AND 22.CONSIAUC-T TYPE "D" INLET (1.6" RI REMOVE EXISTING AND W/ TYPE "J" BOTTOM (4.67" DEPTH) I CONST. 56 LF 30C.P. @ 0.54% CONC STA. 12+34 OFFSET 30.00 (R) I I B 2 RESIDENCE #892 DRIVE LOT 19 GRATE EL. = 22.30 6 `'� I y� E� � ,ti o-� I+`��� a' �'. �0 RESIDENCE #891 �0 ° A /� OPEN CUT ASPHALT PAVEMENT ( i INV. (E) = 17.00 + ti�'+��^✓ ��', ��� �'� ��� ��� , �y +ti�� ti�'� T INV. (NW) = 16.00 I +ti'�� I AND REPAIR PER DETAIL (TYP.) t 5 of 15 I s — 4 1 INV. (5) = 15.00 B 5 B 6 LOT 15 REMOVEISTINC INLET S_ 6 CONSTRUCT TYPE INLET 1 1 15 15 15 15 I RCLOCA7-� �X/ST /1/M /F/T STA 12+30 OFFSET 245" (1-) I I CO/VFG/CTS w ST�QM _SEWER � � GRATE EL = 24.4 0 RESTORE CONCRETE D EWAY AND INV (W) = Iq.10 AND CONCRETE SIDEWAL N-KIND �� � �° .ti �� n�,. I �6 �� 1�) lh) ti� O� 1�1 n�. �� `� h� ��. n�. " INV (E) _ 9. I 0 REMOVE EXISTING 15 CMP 1 �,. ��. + + CONST. 136 LP 36"0 R.C.P. ® 0.2 2%----, ��. 10. + + + 1 + CONSTRUCT 65 LP 18" RCP 0.20% I I °a 1 I ti�k + rye. ` O LOT 3 2 CONSTRUCT CONCRETE HEADWALL I' + M 1 INV (N) = 19.93 EXISTING 4" WATER MAIN +� / r- TOP = 22_67 — _ — —_ _— — - — — — — — �� yj, -� e� h 5O ry •F LOT 2 0 ti �� �; r�°' ti ,�'� ��. ��. h0 �� ^o° ��,. �,�° �. •O ��wv -- _ — - IEXISTING 4" FORCE MAIN — 1 EXISTING 4" WATER MAIN - -- ---- - - - - - - - -- - v — + 6 + +- - - + ti - + �o 5�. EXISTING SANITARY SEWER I' i j 5" TYP 10 ti 1 1 1 2 CANAL CIRCLE °, RELOCATE EXIST lNla VALVE i / ti ,�,. IF RE UIRED pry. � LOT 16 LOT 31 — + - - ti 5• TYP -_ + OPEN CUT ASPHALT PAVEMENT \+� / AND REPAIR PER DETAIL (TYP.) II CONS*T'KJC' TYPE "C" INLET ti� yi11 ° U STA. 13+7.3 OFFSET 30.00 (R) I ti . n,. tip. �,. ��. no .��ti n�ti GRATE EL. = 22.38 + +tiry + �� + INV. (N) = 18.30 B 1 ( 1 S— I i1 % EXISTING SANITARY SEWER z Iu / f ,�` LOT 1 LOT 14, LOT 17 LOT 30 + +rye n �h� �h �$� , °O _ �ti ti �o �ti6 �� 6 �? � �ti ry , . �� aNOTES: +,. PT 3+22.08 I+ ti ti ����. ��. n> 1 I + 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT I' I PVMT. REMOVAL & REPLACEMENT t0 BE PER CITY OF I SEBASTIAN STANDARDS. I 5" TYq I 2 ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH APPROVED CONSTRUCTION PLANS. +�k� �ti5�9� 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS + + + tiREMOVED PURSUANT TO STORMDRAIN CONSTRUCTION SHALL + I+ti° 1 BE RESTORED IN -KIND. 1 4) ALL DISTURBED AREAS DUE TO CONSTRUCTION TO BE SODDED AND RESTORED IN -KIND. 1 1 5) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE 1 LOT 2 LOT 13 LOT 18 AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. i + 9,. �ti� �,. ,� I �' ti 6° h° 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY + + ++ +� I + DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. °'� ° 7) EXISTING WATER AND SEWER LOCATIONS WERE OBTAINED FROM � 7 + _ i FROM GENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS -GUILTS. r I I EXISTING 6„ WATER MAIN 0 -- - 5" TYP w w H w �U Z J T§ MN ied . B � STUDY AREA 2 �D- KEY MAP M MAS TELLER & MO LER INC. i PHASE I UNDERGROUND DRAINAGE f0� M M C U U U H I%H H CITY OF SEBASTIAN IMPROVEMENTS O M OWIR FLORIDA Title t all documents which best the copyright M MIsliff er k let, Inc. is vested solely in Hosteller k Moler, Inc. These documents are provided to the owner solel In connection with p y this project. Any other use or reuse of these documents or any reproduction, display, sole, or other disposition of these documents by anyone is expre8>"y prohlbitea wftho.t ..ns,nt of Mdstcller k Molar. Inc. pursuant to the Federal Copyright Low. �;,9g2 y� ,-T�7'_ tR & r,!_LEP, r�c. DRAW CJF D�,a,� UP ✓�_/. , "Y , � q`- '�" "` _ ..` �, F CHECKED EHM �7 2 /J 8/9L RE!//SEA �R C/TY OF SEBAST/�4/V CG3^�IiyE/VTS QqF C✓.� / N ^J M CONSULTING ENGINEERS 1623 N. U.S. Highway 1, Suite B2 Ph. 407 -589-4800 Sebastian, Florida 32958 Fax (407)-589-2742 DAB MAY 1992 I 5 92 REVISED PER CITY OF SEBASTIAN COMMENTS DD�CJP SCALE 1 = 20' N0. DATE DESCRIPTION DR/APP 5 15 REVISIONS L� EARL H. MASTELLER, P.E. FL #26658 Dwo No SCHU2 `1` 4 I It SCHUMANN LAKE WATER ELEV. 15.50 CONTRACTOR SHALL CONSTRUCT A WATER TIGHT SEAL BETWEEN PROPOSED CONCRETE PIPE AND EXISTING BULKHEAD. EXIST. BULKHEAD INVERT ELEV 15.50sd EXIST. 10' DRAINAGE ESMT. CONST 144 Lr- 18`0 RCP @ 1.14% LOT 25 LOT 24 I I I LOT 21 LOT 22 LOT 23 z C) RESET WATER m Ir IT METER BOX 41h IT 4. 1 4 -0 CONST?)(Ji TYPE I INLET STA. 4+53.05 OFFSET 12.00 (R) WA(E) EL. = 23.20 — EXISTING 40 WATER MAIN RESTORE EXISTING CONCRETE . 2 0.14rB SIDEWALK IN —KIND INV. (W) = 20.14 t5 15 EXISTING SANITARY SEWER S-9 OPEN CUT ASPHALT PAVEMENT ��A4 RELOCATE WATER SERVICE LINE e M,4 //v IF IT CONFLICTS WITH STORM + + AND REPAIR PER DETAIL (TYP.) l, 5 OF�1 5SYSTEM CONSTRUCTION . 01 + + + + --;F lz� — — — — i — — — — — — 'Psir + 0 + .............. 5r 03r,9 0 j­7 47 5' TYPss 7+00 6+00 5+00 CONST. 24 LF- l8i R.C.P. 0 0.53% 3+00 FX16 T. IVq r %.X + RIM 23.48 1,4611 4+00 %,� , 0> INV CANAL' CIRCLE .............. 5' J& 5' TY + 06- "Ply Q 00 + + + + + + + + + + 1� CONSMUCT TYPE i INLET + Ex/sT MN 0 V 17— C6.WA7k% 1r,., STA. 4+53.05 OFFSET 14.00 (L) 1s0 CRATE, EL. = 23.20 Asp EXISTING SANITARY SEWER XISTINa SANITARY +4 EXISTING 4' FORCE- MAIN Oql 3.74 SEWER 1Avv. le. _'31l NV. (W) = 20.34rB 1 �B6 SrB5 LOT 6 LOT 5 rB 6 —8 + RELOCATE EXISTING CONIC 1�!�SIDEWALK TO ELIMINATE CONFLICT WITH INLET IF RESTORE EXISTING CONCRETE Q NEEDED DRIVEWAY AND SIDEWALK IN —KIND IF DISTURBED NOTES: LOT 7 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT LOT 4 LOT 3 LOT 2 LOT I 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 PURSUANT TO STORMI)RAIN CONSTRUCTION SHALL BE RESTORED IN —KIND. 4) ALL DISTURBED AREAS DUE TO CONSTRUCTION TO BE SOPPED AND RESTORED IN —KIND. 5) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. 7) EXISTING WATER AND SEWER LOCATIONS WERE OBTAINED FROM GENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS —GUILTS. . . . . . . . . . . . . . . . . ............... GRAPHIC SCALE 20 0 10 20 40 so IN FM 1 inch 20 ft KEY NAP STUDY AREA 3 DRAVIl CIF "Title to all documents which beer the copyrfght M PHASE of I & Moler Inc. is vested solely In MASTELLER & MOLER, INC. Hosteller k I 'Inc. These documents are DESIGNEE) CJP -5 9 92 )PCX1,S,-Z C17Y 6-- provided to the owner solely In connection with this I Any other use or reuse of these CHECKED EHM UNDERGROUND DRAINAGE IMPROVEMENTS documents or any reproduction. display, sale, or Yther disposition of these documents by anyone z /9Z RCV1_5e5;i9 6-17-V 0,,--- _5,E-CA5;r-1-AA1 Ca1f11-ie-1V7_S 01A1_/C_/__ M rki CONSULTING ENGINEERS is xi prohibited without consent of 4 - FMA fori k Haler, Inc. urpuant to the Federal DA7E MAY 1992 1 5/112 PI-Illill PER CITY OF SeBASTIAN COMMENTS Copyright Low.' C� 4 6z, sel 1 20' NO. DATE DESCRIPTION DR/APP 1623 . N. U.S. Highway 1, Suite B2 Ph. (407)-589-4800 D MU2 0 W I SHEET 6 OF 15 REVISIONS Sebastian, Florida 32958 F - Fox (407)-589-2742 CITY OF SEBAS_nAN FLORIDA @1992, MASTELLER & Ml INC. EARL He MASTELLER, P.E. �FL #26658 DWGNO CANCIR1 a, + 'TYP NI U 0 5' TYP II '-J I I b< I i U EXISTING 4`- WATER MAIN EXISTING 6" WATER MAIN + II EXISTING SANITARY SEWER I� II LOT 9 o LOT 22 II LOT 25 r � I III a � + ti ti ti ti ti o I I + +� EXISTING SANITARY SEWER EXISTING 4" WATER MAIN LOT 8 B2 ii I l� � I z — � I S 12 REMOVE EXISTING STORM SEWER o LOT 23 11� ` 11 �ti. r�l ICD �+��ti 9� CATCH BASIN AND +ti5o ti� ^�+LOT 2 CONSTRUCTTYPE "D" INLET I STA. Iq+12.22 OFFSET 32.50-(R) Q I OPEN CUT ASPHALT PAVEMENT A4 GRATE EL. = 22.00 ( o[ I p ( I AND REPAIR PER.. DETAIL (TYP.) 15 of 15 I I INV. (E) = Iq.50 II I�- INV. (SW) = ICI.00 REMOVE EXISTING STORM SEWER w I ti` �� oti ti ti� tib �6 a, CATCH BASIN AND. +ti�+tip + ti ti� _� CONSTRI?C -r TYPE "D" INLET I N \\; \I + + + STA. Iq+12.22 OFFSET 32.50 (L) \ \ \ \ d rA_4� OPEN CUT ASPHALT PAVEMENT l oo GRATE EL._ 22.52 rB 2 \ \ 15 OF 15 AND REPAIR PER DETAIL (TYP.) + INV. (W) - 20.00 15 of 15 I V �xoo + � +��� i ,' — II S-10 + �"'�°c °' ��' i h � �• �\ �\ tik o°� �' h— / / EXISTING 4" FORCE MAIN \\ _- _ I �'� titi/ ti -- — --- -�— ---- % I �, ^�. _ `tiff ti� tip• tip• ,, ��. ,�� �'oc, i -�°- - - -- - - -- + - - REMOVE EXI TING I CMP AND ° � AM CC NST. 64 LP 18"0 R.C.P. 0.78%-- \+ h 3 B Fj REMOVE EXISTING 15"0 CMP CONST. 56 LF 24"0 R.C.P. ® 0.36% I 10 + � + 1 15 15 x 23.42 X 23.49 x 23.22 yL L� +,y'S 5 +� yS + ti +� +�71 +�ti +ry7 9+00 RESTORE EXISTING CONCRETE SIDEWALK — EXISTING SANITARY SEWER \ �. �� ��. ��ti ��� 10+00 ( +�� �� �� �° �� CANAL CI R C L \ ��''\ `y. wry• ryti' • rye. RE 0 E EXI TING 15" CMP D a lb CS r. 32 LF 24"0 C.P. @ 1.54% / � _ ^• ---- — -+--yam-- _.------+--�------ ----t�'-- ---- - --�o , '�� � h � h h h 1 � o �� + RE�h0VE EXISTING STORM SEWER �� ������ �'� \ RE VE �X TI[Ja _�TORM SEWER — ;� — — — — — — — — — � i ti + CATCH BASIN AND `� / + CATCH BASIN AND � ti'�• �\ \ j , � � + CONST. 6'0 STORM SEWER M.H. CONSTk jc� TYPE "D" INLET 1 �` % STA. Iq+72 OFFSET 32.50 (L) LOT 27 / STA. q+88.61 OFFSET 18.00 (R) / / GRATE EL. = 22.00 rB 2 RIM EL. = 23.60 �� / o �,�� �' " ,� o o a �h h / INV. (NE) = 18.80 B L�. / ° ' B 2 �� ^� ti ryti ti� ti� ti� ti �ti. I ti� n� ,.,a INV. (W) = 20.0.0 15 15 q INV. (SE) = 18.80 + + I + + �) + +tih INV. (SW) = 17.80 15 of 15 + I / +- REMOVE EXISTING 15" 0 CMP AND S- 1 4 REMOVE EXISTING S+ vKM SEWER o CATCH BASIN AND N I (I CONST. 64 LP 18"0 R.C.P. @ 0.17% / # CONST`RucG TYPE "D" INLET I +^ry I I I STA. Iq+72 OFFSET 32.50 (R) ti �� �� a ^� I I 0� LOT 28 / / GRATE EL. = 22.22^ti INV. (E) = Iq.Bq +ti tf + + I + ( I' INV. (NW) = Iq.3q j I I S —1 3 I of W LOT 9 LOT 10 >� RESIDENCE #q46 y �,� ti �"�� ��`ti �,��' ,y`L ,hQ 5' TYP I + _ z I I I REMOVE EXISTING 24"0 CMP AND z I I CONST. 232 LP 36"0 R.C.P. @0.22% / LOT 29 NOTES. \ / / EXISTING 6" WATER MAIN �° r �� ti ti= ti� + ti5 S +tea / ++ (� \ / / V) I EXIST. 10' DRAINAGE ESMT. / I - SCHUMANN LAKE WATER ELEV. = 18.50 LOT 6 EXISTING 4" FORCE MAIN EXISTING SANITARY SEWER PC = 7+27.08 I � 1 LOT 7, �tV\ to INV ELEV 117.3) + GRAPHIC SCALE 20 0 ,a ( IN FEET ) I inch = 20 ft II o CONTRACTOR SHALL CONSTRUCT A WATER C I I' TIGHT SEAL BETWEEN PROPOSED CONCRETE 15 ov 15 I PIPE AND EXISTING BULKHEAD. EXIST.- BULKHEAD BO \I / 80 "0.1 0, 5' 1fYP 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT PVMT. REMOVAL & REPLACEMENT TO BE PER CITY OF SEBAST A I N STANDARDS. i 2) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH APPROVED CONSTRUCTION PLANS. 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS REMOVED PURSUANT TO STORMDRAIN CONSTRUCTION SHALL BE RESTORED IN -KIND. I' I 4 ALL DISTURBED AREAS DUE TO CONSTRUCTION TO BE SODDED AND RESTORED IN -KIND. II 5} IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE I i I AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING 4" FORCE MAIN 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY II I ! DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. 1 1 7) EXISTING WATER AND SEWER LOCATIONS WERE OBTAINED FROM GENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS -GUILTS. I L O T 3 O I I j EXISTING SANITARY SEWER LOT 8 LOT 11 STUDY AREA 4 7 KEY. MAP M MOLE ♦y , MASTELLER & R, C e INC. PHASE I UNDERGROUND DRAINAGE IMPROVEMENTS for M U-tlDINU 9V CITY OF SEBASTIAN FLORIDA copyright "Title to I documents h bee the solely M Masteller kMoler Inc.h vested solel in Masteller kMoler, c. These documents ore provided to the owner solely In connection with this project. Any other use or reuse of these documents or on reproduction, display, sale, or other disposftiony of these documentsbyanyone is expressly prohibited without consent of Masteller kMoler, Inc. pursuant to the Federal Copyright Law." `-,)1992, MASTELLER & MOLER, INC. DRAWN CJF DES��ri'��D cip 3 ' J{ _ ` na.-.r :.( -_:h .�/j- r _ ;,t/,_; /1+A_ -i �.__<' _. 4n-_ - - 2 8/92 REYs� a�f� c,Ts� o SEC3AST/ <1N Ga�nENrS 9-A.=/� �P M CONSULTING ENGINEERS �� 1623 N. U.S. Highway 1, Suite B2 PhIR . (407)-589-4800 Sebastian, Florida 32958 Fax (407)-589-2742 DECKED EHM I 5 92 REVISED PER CITY OF SEBASTM COMMENTS DD/CJP DATE MAY 1992 N0. DATE DESCRIPTION DR/APP SCALE ,= 20' REVISIONS SHEETSHEET7 O � 15 EARL H. MASTELLER, P.E. FL #26658 Dwc NO scHu3 GRAPHIC SCALE I ti �I° 20 o to 20 EXISTING SANITARY SEWER EXISTING 4" WATER ' MAIN I I f ao / +rye / ry "`" o 0 ry / EXISTING 6" WATER MAIN } ry�ti ry��6 ry�1�1' �6 ( IN FEET) O + �' ry�^� ti^ ��ry 6 EXISTING SANITARY SEWER II 1 inch = 20 ! / O % / + / ry"� co -L + LOT 2 I • tii �y "0 � I I EXISTING 4" FORCE MAIN LOT 17 I I 5 YP LOT 35 NO TES. +ry�•/ /�o/� � •�. �- �- ry"pry I II 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT PVMT. REMOVAL & REPLACEMENT TO BE PER CITY OF I II SEBASTIAN STANDARDS. / 2) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH APPROVED CONSTRUCTION PLANS. II a 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS +ry /�"� � � -�`� /rye• 66 / REMOVED PURSUANT TO STORMDRAIN CONSTRUCTION SHALL I /". o o BE RESTORED IN —KIND. II o / / ry /� ti� % +rye 4 ALL DISTURBED AREAS DUE + ry � � ) TO CONSTRUCTION I I TO BE SODDED AND RESTORED IN —KIND. 5) IT SHALL BE THE CONTRACTORS RESPONSIBILITY I Y TO LOCATE LOT 36 AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY +/ry�� II .+ t 6 DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. 7) EXISTING WATER AND SEWER LOCATIONS WERE OBTAINED FROM S C H U M A N N LAKE / L O T 1 FROM GENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS —GUILTS. / rL�1 `L" 01 / OPEN CUT ASPHALT PAVEMENT rA 4 / rye. " / / S —15 WATER ELEV. = 18.50 / C AND REPAIR PER DETAIL (TYP.) O / , 15 � 15 ry". O / ry CONST1� � TYPE D INLET I I / 15 15 + 9,1 � / ry° STA. 27+07.18 OFFSET 30.00 (R) o ry + 'b �4- 6 GRATE EL. = 22.00 rye. INV. (SW) = 1q.00 Lij / ry B 2 I I / CONTRAC R SHALL CONSTRUCT AWATER / + / TIGHT SE L BETWEEN PROPOSED CONCRETE i l �� + �,� �o a / 15 1 s LOT 18 P I I / PIPE AN EXISTING BULKHEAD. C \ "ry / INV. = 5.70 ///' ,�,° I/ o� I RE-�oc�t7-� w,�T�R �,�iN ;F /T � I II (n CGLt/FG/GTs W ST0 4M SEWGR INV ELEV 16.50 ��'� � + o ` CONST 108 LP IS"sa RCP O.q3% w EXIST. 10' DRAINAGE 'ESMT• R M/S z 9� + ry+rye ry� ryry !, 6 I I I EXIST. BULKHEAD / INV- /z.47 / i � °� ry IX�o (� � � ry• rye. I ry" \ HE'S/DFN / +rye° m6 ry rycb REMOVE EXIST. STORM I I z +ry SEWER CATCH BASINS I I J I ryti� AND C.N.P. PIPES. ory \ \ ry �° ry " °" " ry" EXISTING 6" WATER MAIN / + \ VCONST. 56 LP Zti"0 R.C.P. @ 0.8q%� UNDERG OUND TELEPHONE LINE & TELEOIJONE BOX rye. ry" / /� ry o" 6 / \"\ OUTFACE P / o \ / /; + rye o \ j NOT FOUND " / CONST. 136 LF 30 R.C.P. 0.3?/ / / \ oh . Q ry� ° CAPROL LANE 5 TYP II rye. oc 15 of 15 TYPE "D" IN T �° % / ry ryry� o �� \ \ +rye. / STA. 28+13.66 OFFSET 0.00 (L) ry" / / \ C91- _ LOT 37 GRATE EL. = 22.30 + , + INV. (E) = 17.00 / ��� o / L luX/ST. m / INV. (W) = 17.00 ° /R/M= 3,74 / +rye°ry EXISTING LIFT STATION — — — — -- — — — — -- — / ��q) RESTORE EXISTING SIDEWALK / o / � +ry CON�UGTS w/sra e ysEw� E I IN —KIND �! ; XISTING SANITARY SEWER \ 0 14V O + 0� / I + o /+ ory CONS�T 6`- T TYPE "D" INLET / III / °� / STA. 28+ 13 OFFSET 30.00 (R) LOT 9 ry +ob / ti GRATE EL. = 22.00 �o l�ryry ,a //ti " / / +rye INV. (NE) _ 18.00 B 2 I I I I f�-LOGAT6 WMFT //�• con�,2 c rs w sroRiy + ry ry o INV. (NW) 17.50 15 t 5 'I LOT 10 LOT 11 I II I LOT 38 ° � ,�1 ry� " `� � / � +ry gory °" / I + Cj + EXISTING 4" WATER MAIN I I II +ry'"" LOT 8 EXISTING SANITARY SEWER ' + / / +ry ryry. i ryr/ / +ryry " + !ti6� 66 I I I 5' TYP EXISTING 6" WATER MAIN +rye / ry^ry I I +ry � II � �,��•� a\P� � Q + / ry ry�ti / + Qj + GHQ' '� �� • / + I 1) 6 EXISTING SANITARY SEWER �. 0 +ry / * KEY MAP STUDY AREA 5 M MASTELLER & MOLER INC PHASE I DRAWN CJF _ _ 'Title to all documents which boor the copyright 3 y V�'. �7�-Zc ,/�.-.,,_ /-�� _ ��.� �-r, �_�.C1J�4.��'% �� ,��� �— �., �-� of Masteller k Moler, Inc. is vested solely in Masteller k Moler, Inc. These documents are DESIGNED CJP M�tiT� UNDERGROUND DRAINAGE IMPROVEMENTS trouped to the owner solely In connection with this project. Any other use or reuse of these CHEgCED EHM M CONSULTING ENGINEERS documents or any reproduction, display, sale, or Z 8 92 REV15 Ell RER CirY Cl,'- SE8A5 7_1AN COM/`�/VTS 3AFIC,11- - other dleposkion of these documents by anyone for M expressly prohibited without consent of MAY 1 992 Masteller h Moler, Inc. pursuant to the federal � DATE I 5 92 REVISED PER CI1Y OF SEBASTIAN COMMENTS DD C.1P ^ Copyright I_aw.' N0. DATE DESCRIP110N DR/APP D p M SCALE 1 M — 2�� Sebastian, ti U.S. Highway 1, Suite 82 Ph. (407)-589-4800 U IU�I`//AUI %/�Q-�\� lu�wl D V REVISIONS Sebastian, Florida 32958 Fax (407)-589-2742 SHEET 8 OF 15CITY OF SEBASTIAN ©1992, MASTELLER & MOLER, INC. EARL H. MASTELLER, P.E. FL 26658 DWG NO FLORIDA # SCHU4 ti r Xti�66 GRAPHIC SCALE o �� OPEN CUT ASPHALT PAVEMENT xti� x�ry 20 0 10 20 40 so AND REPAIR PER DETAIL (TYP.) rA 4 x X EXIST. BULKHEAD 15 15 / i x EXISTING SANITARY SEWER ( IN FEET) ti 1 inch = 20 it X titi�° ry , CONSTRUCT "Dli TYPE INLET x x 6 STA. 30+46 OFFSET 43.00 (L) x��� GRATE EL. = 22.00 i�� x�ry�� / INV. (SW) = Iq.00 �i / 6 titi; X �ti. O S —18 X 15 �t5 h'ELOGATa- EX/.._� GdM /FiT LOT 40 ti6 CONFL/ITS w� STdP/✓1_ WER X CONST. 56 LF I 0 R.C.P. @ 0.54% 1 1 xti� REMOVE EXISTING 24" CMP / EXISTING SANITARY SEWER x�/ \ yti %� �x+sr. 54M M -i.A ti� Rim = ZZ.30 �ti x� q3X ti / '`' RESTORE EXISTING CONCRETE DRIVEWAY / /i 'ex ti k �t,iv C r) = 13 •S4 \ IN -KIND (TYPICAL) \ h� � � / B 5 X�� / i �� 'I2EM0 AND ACE �titi l N C^1) t3 . s i ' \ xti��� X EXI N ETELOT i Wl TURBED �6 Y 5 SEWER \ xr�l ti CO T CTION % ` �� REMOVE EXISTING 15" CMP / XLL L \ ti� \ �10 0 T 41 �° i, tiff ��, \ ti z ti _ A \ x X`ti�'�� / ��.�L X� �� /. ryti�y`t� \ �ry i titi XX. /yti�� tK X� x 0 \ �°) X OPEN CUT ASPHALT PAVEMENT A �9 ti / ti AND REPAIR PER DETAIL (TYP.) 4 / ��. X / Xti� B 6 X 00 15 OF 15 / o 'Xti� "�� / �EXISTWG CONG� 15 15 ti �j7,x �� ti i SIC�fWALK ��. ti� a x x" Rcv0vc- EXISTING CONCRETE '�j, X / �� Xti SCHUMANN LAKE �� SIDEWALk ANo RE'caniST.pUGT �� /� ° X °� % i // / REMOVE EXIST. STORM - ��ti WATER ELEV. = 18.50' I AS S/VOl.✓N SEWER CATCH BASINS X \ \ �O XtiY\ xti x ti� x� xry AND C.M.P. PIPES (TYP.). X I / ryry/ rye. X CONST. 9 2 LF 24"0 R.C.P. @ 0.52/ X� x / ti I LOT 42 �� X X tiX� o - ti X S-19 / �!�� i �� CONST'Ki .-YPE "0' INLET EXISTING 6" WATER MAIN �� / Xv / �� x j�% j STA. 31+00.83 OFFSET 37.00 (L) \\ 0 \ i � �� �� ,�` fir �, GRATE EL. = 21.50 '� x� X ti�� 6/ �/ xryry INV. (E) _ 18.70 rB 2 ��' \ \ EXISTING 4" WATER \ x�� / $� 33 0 x INV. (W) - 15.20 15 15 X ,\\ MAIN / �� \ 2 yD° / /loo, �h X ry1A / / Xry I \ \ \ \ \\ \ x X4e ti�g ., � �' � I REMOVE EXIST. STO(�f 1 \ \\ \ \ h / wry. �j /� SEWER CATCH BASINS YP - o X X o`' x�i. � �� � ' � ° �— � �' \ o / x v \ ti 5 / AND 24 C.M.P. PIPES TYP.. \ EXISTING DITCH TO BE FILLED AFTER CONSTRUCTION \ h\ V \ OF STORM SEWER. CONSTRUCT SWALE / x �ti° XX : r i�-X/ST SA.41. M.N. LOT 11 \ \\ \ \ OVER STORM PIPE GRADE SWALE TO DF�AIN TO 3-22 x P-1m. = zZ:p3 �� I ti. ,/; / CONSTR��C"1" TYPE "C" INLET \ \ \ \ �°� � �! x�ry �`vv. C5� So ! x / STA. 32+8.6.76 OFFSET 36.00 (L) EXISTING SANITARY SEWER \ �� / �� o� \ .� Xtiry�ti INV. CE) = t4. 6,L` ti ���/ GRATE EL. = 21.02 �X tiV x ry . 1 6 ti INV. E = 17.20 \ \ \\ ti / x` ® OC / ' o rye, x INV. (W) = 16.70 \ \ \ \ At X nr �* �� X '. '`• / h�^ / �, : ry'•• X V ti� c \ LOT 12 \ Xti �� C _� /` �, x� CONST. 48 LF 30"0 R.C.P. C. �� \ X NOTES: \ \ \ Xcb V X ��¢A ��. X o� \ �� LOT 10 1) ALL STORM DRAINAGE CONSTRUCTION AND ASPHALT \ A 'b! ti � % rp x�� 9 \ \ x PVMT. REMOVAL & REPLACEMENT TO BE PER CITY OF \ \ � �,�� �� y� / ,x �pE / X� \\ SEBASTIAN STANDARDS. \ \ A \ kx ry X �� = X�� GR \.rV `'\ ,,tt��ti \ 2) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH \ �� � x APPROVED CONSTRUCTION PLANS. \ Xti �/ /��c \ x " �� x , . L tip\ 3) THE PORTION OF EXISTING DRIVEWAYS AND SIDEWALKS \ CONST f � t TYPE D IN ET ti � o REMOVED PURSUANT TO STORMDRAIN CONSTRUCTION SHALL % i � / STA. 33+67 OFFSET 35.00 (L) A� \ \ oc, x 0 \ ti� \ \ �/ x ti, \ �� \ x BE RESTORED IN -KIND. x / GRATE EL. = 21.00 0� \\ / pry. ryryti �' INV. (E) = 16.35 �. wry. 4) ALL DISTURBED AREAS DUE TO CONSTRUCTION \ \ X x / B 2 \� ti \ TO BE SODDED AND RESTORED IN -KIND. \ \ x ��. INV. (W) = 16.35 y \ Xti/ X S-21 5) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE \ \ \ rp 0 rI` AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. \\ ax / mow`• 0 x 6) ALL CONSTRUCTION AND DEMOLITION DEBRIS TO BE PROPERLY x x� �, x�ry CONST. iz4 LF 30"0 R.C.P..68�a \ \\ 6 �ry \ EXISTING SANITARY SEWER DISPOSED BY CONTRACTOR AT CONTRACTORS EXPENSE. \ \ \\ REz ocA7a wM it iT covFL�c�C�S ti� �\ sE�v�,P V\�� 7) EXISTING WATER AND SEWER LOCATIONS WERE OBTAINED FROM X Xry �A� `k! j \ \ \\ ti` `; \ GENERAL DEVELOPMENT UTILITIES CONSTRUCTION AS-BUILTS. \ �\ , � /,�� % CONSTRo --y- TYPE "D" INLET ryti h ryo� Xry \ '� ryry5ry� { \ \ STA, 34+63.62 OFFSET 30.00 (L) x \ \ �\ GRATE EL. - 21.50 xO� � REMOVE EXI 24" CMP AN INV. (E) = 15.s0 rB 2 \ \ \ \ \ti EXISTING 6" WATER MAIN L 0 T 1 „ G\ INV. (W) = 15.SO \ %�;�\ \ \ CONST. 5rc L 300 R.C.P. I. T8 % ryryti 5-22 LOT 9 \ -� S - 23 \ STA S 35+1(12 OFFSET 58 R A L 0 T 1 ro`1' ) ®. INV. = 14.50 15 � 15 \ \ \ \ �� wry. \ 5" TYP 0 T 8 � EXIST. CANAL Xti\\ \ \ ti KEY NAP STUDY AREA 6 `N.7.5•' DRAWN CJF MASTELLER & MOLER INC. "Title le all documents which boor the copyright M PHASE I of Mosteller & Moler, Inc. is vested solely in DESIGNED CJP ' G Pr vided to the lowner, solely nsconnecti documentswlthre 3 UNDERGROUND DRAINAGE IMPROVEMENTS this project. Any other use or reuse of these CHECKED EHM documents or any reproduction, display, sale, or i >✓/.� �.'._-/ %h -_ /i�' f- `_'..,C�,9-ii. r i-'cif' _.��//F.�'Tv �i�`.L f— other disposition of these documents by anyone 2 8/92 REIN/5E0 PE'R C/Tf'QFdgST/�W CoryrIE�rS B,q F/�J� M CONSULTING ENGINEERS MAY 1992 for o expressly prohibited without consent of DAiE Masteller & Moler, Inc. pursuant to the Federal Copyright Low." I 5_/q2 REVISED PER CITY OF SEBASTIAN COMMENTS DD CJP a, SCALE 1 ~ = 20' M ' NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 Ph. (407)-589-4800 �. 8H_11 H 'C U a H H BROWIE SHUT 9 OF 15 REVISIONS Sebastian, Florida 32958 Fax (407)-589-2742 CITY OF SEBASTIAN FLORIDA 01992, MASTELLER & MOLER, INC. EARL H. MASTELLER, P.E. FL #266581 DWG NO SCHU5 IOh f m t 0 P.O.W. • 30 --- STA. r2.00 - I- + C t --- -� U 30 t E GRADE 2 6 - - - -- --- - - _ Nt --- --- - - -- -- ---. - --_ --_ ----_ 26 22 22 - - ---- - - -- - - APPRM OLE C*z LF my .P. O 0. 53 9. i 18 18 14 N t N N ` N N I N �- i--------- ---- 10 10 -- --- -- -- -- - - -- -- -- ---- -- -- - _.. - - - - ---- - - -- - - --- - ---- -- _ . - -1 - -- --. -- - - - CROSS-SECTION OF STUDY AREA 1 scALF �+oRlz. i'' = lo VERT. I'' ID 0 ".W. v t in 30 30 cn• v 32 -- Nom C CYtCLE - ---- 1- o g o° --T--- - -- ---- --- j o - - T - -- -----T - - -- ---- T --- - t STA• 30.0022 , 22 — _ — 7T APPRM LAKE ELCVI 18 I �. ! 1316 LF' MV R.C.P. O 0.22�G I i - -- --- --- -- - ' - - 18 14 - - -- - -- - 04 o� 54%y - - - - - -- R.C•P� --- - - ----------- ---_....--- - - ---- i - -- --- -------- 14 N 04 N i I 10 10 CROSS-SECTION OF STUDY AREA 2 SCALE HOP- 1" � 10' s VERT. i'' = 5" SCRU MANN DRIV �J o N o LANCE STREET N 30 C m Q J STD, 12.4 'Ad N Q O\ • 0' p O w4 30 26 _ QA � z— — — — — = — -- 1 i 22 _ - - - --� - - - - - - �- --- -- -- -- -- -- -- - 22 t3"I �F I RCP 1 5Z L.F 'z 45 f�.P c D 38% 18 s� �F 3 0 .. � R cP o, s o g 211a Ls '�4 RCP e D. lo01. — I M -- --- - -- ---- 18 14 --- i 14 208 LF 42" 4 P.LP pp M N --- - -- 10 10 ---- CROSS-SECTION OF STUDY AREA 2 SCALE NORIZ. P' VERT. 1'' = 5' IMPROVEMENT CROSS -SECTIONS WIN CJF M MASTELLER & MOLEIZ INC. PHASE I UNDERGROUND DRAINAGE a'�� :�..a y' Yadtlr t Mdr, hro. Tha.. doaum.nb ar. tl+a proJwt My o0w u» r mme or ftmm IMPROVEMENTS pmvkied b' oww y h' doaunr.nb r any nproduotlon, dYpiox bN. r '' c,P � (� OHM Z 9/92 RE!/I SED PER C i7 Y O� SEBAST/ffi✓ COMMEiVJS — A �; GJ'P ti CONSULTING ENGINEERS �+ for 10by MOM .p proh6 ""t1O1� °On. of Mwt.Br • wo.r, t b �. Feft °sms a►� MAY 1992 / No. 89Z DATE REV16EL7 cle.q CITY of—c.C,3 ST/A/V C0Af1W-/VTS DESCRIPTION B�iF�c�.� A� [n� �� � FED)— AS NOTED 11 � 15 REVISIONS 1623 N. U.S. Highway 1, Suite B2 9 Y Sebastian, Florida 32958 Ph. (407)-589-4800 Fax 407 -589-2742 ( ) CITY OF Ll�/ I iJ SEBASTIAN L'-J V� l� Q1992, MASTELLER & MQLER, INC. FLORIDA EARL H. MASTELLER, P.E. FL #2665� 9109-DS1 103 ti- s 1 30 1 26 1 22 1 18 1 14 1 10 f� %U cv N 0 w -----R.O.W R.O.W. �? 0 30 --- ----- ---- - - a •-------- - ---- - -- -- � s p q a �— SCHUMAW DRIVE n a w STA. 1+12.00 26 - - 22------ 1 18 1 14 M M N 1 10 30----_-- in F a 26 -- -- - 22 18 - 14 -- - - -- --- - - - --- --- - - -- - M O N N 1 10 NU R.O.W. �`c�i�� �c r �.._ — -- -- --- — -- Cr)— ---- — —— -- (r ---- - DRNE a q ao ap STA. +72.00 w ---- - j 69 LF 18"0 R.C.P. 00.179: 32 LF 2400 R. P. a le849: - r- -- -- ---- - -- - - - - - 5 6 2400 R.CP. 0 0.36Y- � i I CROSS-SECTION OF STUDY AREA 4 SCALE : HOM. I" = 10' VERT. I" = 5' 30 26 22 18 14 10 - IMPROVEMENT CROSS -SECTIONS M MAS TELLS R & MO LER INC. PHASE I UNDERGROUND DRAINAGE IMPROVEMENTS for nn nnM �MM v IE �� V U V U LJ'1.� U V U V D Q 0 W CITY OF SEBASTIAN FLORIDA of Mast ller do Molar, Inc. la waled solely In Mase to all Molar, documents whld boor the copyright Maateller 8 Molar, Inc. These documania are th oAded t°the owner solely In connection s , or this project My other use or reuse of thews documents or any f thevetbcn. entry; sale, anyone at these documents co a anyone other dtaply prohibited la erasaly prohlbked without consent of Mastellar & Molar, Inc. pursuant to the Federal Copyright Law.. ©1992, MASTELLER & MOLER, INC. DRAWN CJF DESIGNED CJP CHECKED EHM , ; , , - r,7,4� ^�,�c� .S - - ��; -�� 2 8/9Z 2�v1sE� DER c T� or SEBdST/AA1 coMM�iv�s g F M CONSULTING ENGINEERS 1623 N. U.S._ Highway 1, Suite B2 Ph. 407 -589-4800 Sebastian, Florida 32958 Fax (407)-589-2742 DAB MAY 1992 5 92 REVISIONS PER CITY OF SEBASTIAN COMMENTS DD CJP scAlE AS NOTED N0. DATE DESCRIPTION DR/APP SHEET 1 Z 15 EARL H e MASTELLER, P.E. FL #26658 REVISIONS Dw� N� 9109—DS2 1 30 1 26 1 22 1 18 1 14 1 10 83 30 - N -- - - n$ o � w n 26 -- ---- a '- - 22 18 1 14 1 10 30 , 26 Ak 22 1$ 14 10 2 9"9L ! 5 92 NO. I DATE M to N LAREDO L !STA. 0+42.0 5b LF 18" @ b.s4'/o I I 0 1 1 N co N ' N CROSS-SECTION OF STUDY AREA 5 SCALE : HORIZ. 1' = 10' VERT. 1' = 5' CROSS-SECTION OF STUDY AREA 6 SCALE : HORIZ. 1' = 10' VERT. I' = 5' e 30 W 22 18 14 10 CROSS-SECTION OF STUDY AREA 6 - SCALE : HORIZ. I' = 10' VERT. I' = 5' IMPROVEMENT CROSS -SECTIONS DRAM CJF 'TItlMASTELLER & M®LER INC. PHASE 1 Mase to all Molex. documents which bear the copyright of Mosteller & Moler, Inc is vested solely in DESWED CJP Mastelis t Molar, Inc. These documents are provided c the owns solely In reuss of these ��� EHM ^-_--�-�^ UNDERGROUND DRAINAGE IMPROVEMENTS _- .—,----� with this protect. My other use s reuse of these r �,� - r !'�'. /✓i/dj E/j/ j� 17R spoeklon of these documents by anyone -documents or any raproductbn, display; salq orM CON SU LTI N G ENGINEERS MAY 1ss2 other dlfor fs e�ressly prohibked wkhout consent ofMastells h Mols, Inc pursuant to the Federal DABCopyright Law.• SCALE AS NOTED SED PER CITY OF SEBASTIAN COMrENTS DESCRIPZION �� W � � � � � ��/� � �' n�J' � n�J � Fr) \y/ Fff 1623 N. U.S. Highway 1, Suite B2 Ph. Sebastian, Florida 32958 Fax �407}-589-4800 407)-589-2742 CITY OF SEBASTIAN FLORIDA ©1992. MASTELLER & MOLER, INC. � 13 DF 15R E VISIONS EARL H. MASTELLER, P.E. FL #26658 9109—DS3 30 26 22 18 14 10 8 0 0 D CROSS-SECTION OF STUDY AREA 7. SCALE : HORIZ. 1" = 10' VE-U. 111 = 5' Y . 30 26 22 18 14 10 IMPROVEMENT CROSS -SECTIONS M MASTELLER & MOLER, INC. PHASE I UNDERGROUND DRAINAGE IMPROVEMENTS for- n n D V U LJ U� U V V � CITY OF SEBASTIAN FLORIDA "Title to oil documents which best the copyright M Mosteteller er � islet, Inc. is sated solely in Masteller k Molx, Inc. The" documents are provided to the owner solely In connection with this project. Any other use of reuse of these documents or any reproduction, display, sole, or other disposition of these doouments by anyone is expressly prohibited wfthoyt consent of Masteller dr Molar, Inc. pursuant to the Federal Copyright Low." ©1992, MASTELLER & MOLER, INC. r DRAWN CJF DESIGNED ��� CHECKED EHM 2 9 q2 r�-�� rr� EVIS�L —PER C ' 1 ('� `vim � N ��t( �Sn Cc� ire TS A-T�.�,� :_ } ,�, M CONSULTING ENGINEERS N 1623 N. U.S. Highway 1, Suite B2 Ph. (407)-589-4800 Sebastian, Florida'32958 Fax (407)-589-2742 DATA MAY 1992 1 5 92 REVISED PER CITY OF SWASTIAN COMMENTS DD CJP NO. DATE DESCRIPTIONIJ DR/APP SCALE AS NOTED R E �/I S I O N S SHEET 14 OF 15 EARL He MASTELLER, P.E. FL #26658 DWG NO 9109—DS4 1 2 3 4 5 6 Gereral Notes: N (;itch Width (W)+ 4° � LIMEROCK, OR CRUSHED COwAIMA BASES: �EMo'+fE Surface Exist BASE BASS t�1A"if=RIAL SHALL .�. \\\v> Surface Replacement $� UNI1rRbC1L OR CR uSHED Joint Replacement Bose 5 Layers Compacted Thickness --------- --- -----------�-- y' i I I-------- Y r — — — — — — — — — —i - — — — — — —iRequirements: GptATUiNA. 13qC_kt=lLL_ Density ty Sur f ace 98% Under RoadwayMAT>✓RkSNaLL g o� �QI.�A(,,. O12 j2.EATER or G I a T^ - IN, ----� I i i I I STRUGTLAQP.L �©EQ�lAC:� THAN-r6+cQT P_i_M0,J ED, 95% Outside the Traveled Roadway, t I ALL DGLGTErF_1uv MI�rT�21A15 1.5 1.5 See Location Such as Intersections, Cross- s�+ALL_ C rI ter I a overs Turnouts etc PROVIDE TRENCH SLOPE AS REQ'D. GRADE — — — — — — — — — , , . � DAGkFt�.�, • BEVELED OR ROUNED CORNERS 1 4�- --� CONCRETE SLAB. s• OR s/z• twat m REINFORCED AB. - O S5 1 W1.THICK I I I I I I + a — 95% Shoulder Pavement Replaced base material over ditch shall be twice the —" 6 io. varies , Mt ttiod AASHTO T-18C thickness of the original DETECTION TAPE N SEE NOTE 4' 4' I 6"MAX. LAYERS OR OTHER AP - TOP VIEW - SINGLE PIPE a 11 12 Vorles 12 Min. Stage 1 Base material shall be MAINTAIN TRENCH - PROVED METHOD WIDTH 2'-0" ABOVE TO ACHIEVE 95 % TOP OF PIPE CP - COMPACTION i I I I 0 placed in two or three W N I I I I The permittee shall provide layers and each layer 5• SOD A �- I adequate compacted fill beneath thoroughly rolled or q P 9 Y the haunches the MAXIMUM WATER LEVEL " ALLOWABLE DURING 4 MAX. °°. REPLACEMENT OF FLEXIBLE of pipe, using tamped to the specified CONSTRUCTION •o °,_ LAYERS °° ` D DR 51/z"NSL�,f B DEEPEN AROUND I I I I PAVEMENT FOf? PERMITTED mechanical tamps suitable for density. ° AT 95 OUTSIDE EDGE OF PIPE FOR 5 1,2• R SLAB L _ _ — — — — — — — _ _ _ _ this purpose. ThiS compactson PAVEMENT CUT applies to the material placed Asphalt concrete pavement �ZLUNDISTURBE OR OIA. BEDDING ROCK /, D SOIL OR PEA ROCK WHERE 12" PIPE 12' coNDmoNs REQ'D. o CONCRETE OPIp ETE J DITCH GRADE s SODDED AREAS TO BE SOD MINIMUM OF beneath the haunches of the pipe joints shall be mechani- o. D. °° SADDIF m GRADED 2" BELOW FINISHED 4' AROUND INLET DENSITY PROCEDURES: and above any bedding required. tally sawed. TRENCH WIDTH 2' NOT Less , 4 BAR 6• s' SOD FT TMA" D E GRADE SUCH THAT TOP OF (ALL SIDES) SOD IS AT FINISHED GRADE Stage +�2 9 Surface treated pavement The backfi 11 for the first NOTE W, and second stages shall be placed joints s'-Iall be lapped I. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE,PROVIDE APPROVED METHOD OF CONSTRUCTION. NO PIPE JdNTPERHE ED iNLESS APPROVED BY THE ENGINEER SLOPE 4:1 MITER TO CL PIPE FOR PIPES 18" AND SMALLER 20 FOR PIPES 24" AND LARGER w c ,I The perms ttee shall obtain a and feathered. In G layers (compacted thick- well -compacted bed and fill ness) l 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD 2:1 MITER TO PIPE FOR PIPES 18" AND SMALLER 66 �j f /—+D�� Ak�A A>�pU iND �N(—��[J :�I--}AL.0 vv and shal be compacted along the sides of the pipe PAID FOR AS PIPE CULVERT F (PIPE 1'0 BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) 1:1 FOR PIPES 24' AND LARGER. Tp Q(ZpVIDE SMOOTH j;I�VATIDN TR�t�SITiCUN� to 100% of maximum density as Surface material will be y and to a point indicating th,p consistent with the determined by AASHTO T-99. SECTION top of sub- grade material. g existing surface. ±11TERED END SECTION DETAIL INLET EROSION CONTROL OPEN CUT ASPHALT PAVEMENT & REPAIR DETAIL TYPICAL TRENCH DETAIL (N.T.S.) REFERENCE D.O.T. INDEX 272 FOR DIMENSIONS AND QUANTITIES (N.T.S.) (N.T.S.) N.T.S.) w 8 3' — 4" r 8 5' 5" 2' 3-5 8" 4'-3 8" W Md r�fN EX/ST/,c/!, SIDEL1ALu W7OTGl 6'-0" UNLESS OTHERWISE .6 TYPE C 3'-1" 6'-0" UNLESS OTHERWISE 3'—fi" CO 00 SHOWN IN PLANS. OPTIONAL o " TYPE D 4'— 1 SHOWN IN PLANS. OPTIONAL OR 4"* �- "' 2'-0" " 2 1/4" w in "' �, 4' 1" " 2 1 j4" r N CONST. JOINTS PERMITTED c� BETWEEN THESE LIMITS — to TYPE E 4'— fi SEE INDEX # 201 FOR CONST. JOINTS PERMITTED BETWEEN THESE LIMITS — w 4 —0 SEE INDEX # 201 FOR Q MAT--g �x,sr/vG pRIVEwAy y/,aT/l — 8 8 8 $ JOINTS AND MIN. DIMENSIONS F j JOINTS AND MIN. DIMENSIONS > \ \�/\� f•�"• \ '�•\• j �. s" BAND BAND w " " " " 6" \� \ / a w 8" PLAN TYPE C STEEL GRATE w + + 8 PLAN TYPE D STEEL GRATE z - /\\ , _ . -_ / �/\ j\\�j�\� \ sw /\�jj`\\//�/ • " 3 —4 " 5 3/4 5 3/4 GRATE GRATE r 5" 5 3/4" 5 3/4r 1 \ \\ \ /\\ \\ 6x6-21 W x 2.1 W WWF s GRATE EL = VARIES GRATE EL. = VARIES w \// \��\� F-[n to w 2 N r V) 2 III " � 6 —0 �� fi -0 or 8 Dia. 6x6-2.1W x 2.1W WWF s - 6" THICK AT DRIVEWAY'S EYE BOLT EYE BOLT ,7 9. F- Q SEE INDEX 201 Q SEE INDEX 201 > " " I— UNLESS g UNLESS OTHERWISE 8 g g " � 2'— 0 1% 4' 1" m SHOWN ON PLANS NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED t SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE It N STRENGTH OF 3.000 P.S.I. IN 28 DAYS. NO 4 BARS NO 4 BARS ® 12" CTRS. ® 12" CTRS. SECTION SECTION NOTE: UNLESS OTHERWISE 140TED ALL CONCRETE USED SECTION SECTION ALTERNATE B ALTERNATE A SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. IN 28 DAYS. TYPE "C" INLET TOP TYPE "D" INLET TOP TYPE "J" BOTTOM FOR INLETS TYPE "J" BOTTOM FOR MANHOLES (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) TYPICAL SECTION TYPICAL SECTION CONCRETE DRIVEWAY CONCRETE SIDEWALK REFERENCE D.O.T. INDEX 200 FOR SPECIFICATIONS REFERENCE D.O.T. INDEX 232 FOR SPECIFICATIONS REFERENCE D.O.T. INDEX 232 FOR SPECIFICATIONS REFERENCE D.O.T. INDEX 200 FOR SPECIFICATIONS REFERENCE D.O.T. INDEX 201 FOR MANHOLE SPECIFICATIONS (N.T S.) (N.T.S.) a"w1k Ip" r �EXlSTING cc>MceETEWHERE_; Ns THE MAIN SULKNE4D CA p ,--���• \/ E/ALTE g1.1ATIVE �P1P1-I{�-l/..+A�I�E'S POINT O CONFLICT REINFORCED LOWEST POINT OF CONFLICT LOWEST CONCRETE WALL AT OR ABOVE IL OF GRAVITY MAIM FERNCO PVG TRANSITION \/A21ES—FXTENT 3- TO EFFEGTIV6 WATEIcTIb1+1 SEAL -To U1J0EiC5%r) 1rUN — 4 �° OF EXl`�ill TCAP — or AiJNULAr, SPACE 150VEEU BU1-KOEAD AND A.IEW PIPS \&III.L 1 2 " / of? WAIN • �MIN.� JOINTS NO JOINTS IHSIOE MANHOLE) FITTING OR APPROVED E Q U: L PVG D A V.C. PIPE LIfZLULAiZ )1 13E COTJSiDERED BY UNN9Ie dPENiNb IN II AND/OR. I5MGI1 15V-IZ LaPON �t�TM1TTAl 1/ — �' — '--�--�— r-- -T I 1 t3uLr>atsAv FDiZ tl Or ADEQUATE INYpKMAftI�N 8`i _,_-- _-__ __ _ -- L L__ I�Svt Plt GOiJTKAGTDI�. _ / SPOUT SLOPE TO AVOIC EHAOEO AREA ECUAL STANCING WATER 6 MIN. `I _ MtN D� �„ { S�1IDiJ A A TO TWICE THE AREA '. OF THE SF;ER 5 // ~ 5000 psi cmc26TE (.O° MIN. R T OR OTHER T7PE 4RAYITT MAIN AS � ::. �:: ,.f .!..1 ,': a•rIN. aeoulREo _ D.1. P. 02 C. I. PIP E W lTl1 N�} C 12" OC.E.W. E)c.ISTIN�t BUtr-HEAD q EXISTIf`Q CONCZET1E T[+L^KNE� EQU Lib �p S BASE SLAB wimimuwSTORM SEWER STEEL AREA a :zo F STAINLESS STEEL S S. C - 301 DISTANC-E 1%P..dM 8u1 G wrcp Q' Z QAWC - 3 0 5 BULWc-Ia� Tb -- FDC.1; OF CAP r - I -- S E C T 10 N G ruu�L_ CONFLICT INLET -MODIFIED TYPE D A - I ---------------- 1 NOTES' � TYPICAL COUPLING ADAPTER I. CONFLICT INLETS WILL 8E ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS VIABLE SOLUTION AS APPROVED BY CITY OF PIPE �.. � PROVE THEY TO BE THE ONLY SEBAS7)A,U ENGIncEERIN6 DEPARTMENT. PLAN Vi�w Z. Z)UCTILE IROKI PIPE SHALL SE CEuTCRED o,v THE CONFLICT FILET' S GTION B-6 3. CONTRACTOR SHALL v6AiF1J LoLA710M AM[) NkAT6P_1AL OF SQNlTARy WA-fE1ZT1CiNT SEAL B�T�NE�N �1LKNEAD1�lEW PIPE SEWER MAIA/ PRIOR To CONSTRUCTION. a. bRAVT1yESFWERpiF3y SCoUPL/A!G �D TO EXIST/NA PVG OR VG ADAPIE4 NT.46. DETAILS '�M` TF R ,M` R NC M i .e..� + v & is® i Y INC. V e i a��f PHASE 1 � V �� � UNDERGROUND DRAINAGE IMPROVEMENTS 'Title to all docu of teller ler k Mol, provided t a'the Molar, o enta which bear the copyright Inc. is seatod solely in _ wner solelThese In connection with DRAwN CJF DESIGNED CJP „n S7 UV `5 for this protect. Any documents or on),reproduction, other disposition other use or rouse of these display, aalq or of these documents by anyone �E� EHM 5EL7�/TY GF S�af}ST/ 4/✓ COM/�iEN7S 12��� �i/?L /�� � M r.+ CONSULTING ENGINEERS ^ n Is expressly Prohibited Maateller k Maier, Copyright Law.` without consent of Inc. pursuant to the Federal DATE MAY 1992 SCALE AS NOTED I 5 92 REVISIONS PER CITY OP SEBASTIAN COMMENTS DD CJP® , 40+0 ' SCHUH&HH DROWIE NO. DATE DESCRIPTION DR/APP Ov KLWu" 1623 N. U.S. Highway 1, Suite B2 Ph. �+I� 15 �'15 REVISIONS Sebastian, Florida 32958 Fax �407)-589-4800 407)-589-2742 CITY OF SEBASTIAN FLORIDA ©1992, MAs ELLER & MOLER, INC. EARL He MASTELLER, P.E. FL #26658 DWG NO 9109DET IIm