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HomeMy WebLinkAbout1998 - (#26) Drainage Plan As-Built0,Q , t) Q Vl 19,59 R A'- - 70 17,a2'E0j H P < M r o S-29 C1 /9 .,7a' R 19. 4LO S-3 16- 78' N 16 - 4-0 17-ID 7.2B'W 7, /Z) 5� B AP ;4�5-00147 C AS AS- IV/4)r 14Ti�PzSgEP Cb 21.05 8' 1 14 C, f� V) ..2 MIN M IN 0 0/ %_1 ;N MIN \i j Ln J 0 20� 0 6 CP J) 5.54F, -'am"o- LIO ITS OF CDNSfRUC6PN (M.E I 0 S-27 19.56' R ti 19,57'R /7,06'E B7' N 17. 1,o f;S-,,94,'1Z 7- 116. 92' W 17. /0 BLOD MCRAVEN *THOMPSON & ASSOCIATES, INC. "*TENGINEERS : PLANNERS SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN -THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED, IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN -THOMPSON do ASSOCIATES, INC. IN WRITING. R/W REPLACE DRIVEWAY PAVEMENT W/4* LIMEROCK BASE CUT ONLY AS NEEDED 1 EXISTING ROAD I REWORK AND,,--' REPLACE EXIST. V_ILL REMOVE AND REPLACE ST RESTORE SWALE GRADE EXISTIMN2, DRIVEWAY CULVERT (GRASSING NOT INCLUDED) (NOT A PAY ITEM: INCLUDED IN SECT 430 PIPE CULVERTS) 7 e,-V15� f 23 111161196 7)� 6. 4,nO 4_5 — 23 C// 6 r-5 7-0 REV15ED PER CITY GRO 15512,551,98 PK DATE. 5-5-97 SEAL 4 RE- VISED PER Cl TY 6RD r- /,-I OIZO198 PK REVISION TO BASINS ORD 511-7198--B DESIGNED 8 Y- G.R.D. 2. Rf - V1,510N TO BASINS GRD 3 7 21-1 78 8C DRA CNN 8),- C. D. C. I I REVISION M SAMANT -G-0 5/77�79_ gr- DESCRIP TION 8 Y DA TE CK C CHECKED I B Y. Dl.P. A PPRO WED 8 Y- j V.H. r-\ ­7 Mt':)LT AVtNUL 8+60 _ 5Q'R Aw �,_ _�17 I 9, a 6 110, 7- I"= 40' S_ 9-50 1 16 S_ 19, 15. 00= 0. ow smm&vm not ON son N I NOW a-M-0 bi b1 aaaad M ae p — — — — — — — — — — — Now oasacaaaaca aaa --- 011132 inn! 1111114 Z OCA TION MAP N. TS. LEGEND S—_341--c— STRUCTURE & TYPE 18.50 R RIM ELEV. 16.33 E INV. ELEV. ME MODIFIED E STRUCTURE M1 11 MODIFIED H STRUCTURE t.,r = e_1A16AZ_ FEET DRIVEWAY TO BE REMOVED AND REPLACED ( SEE 1`110E I 18" SAW CUT PAVEMENT AND REPAIR 0.40% SWALE FLOW DIRECTION AND SLOPE CULVERT EXISTING PIPE A 10-0- --B 41le-7- ELEYAT/ocl I. ALL DRIVEWAYS IMP4CTED BY CONSTRUCTICW SHALL HAVE THE EXIST. PIPE REMOVED AND 15'X21" CAP INSTALLED IN ITS PLACE To MATCH SWACE INVERT ;HE ORIVEWAY SHALL BE REPLACED FROM E.O.P. To iHE R.O.W. WITH CONCRETE. 2. EXISTING MATERIALS (INCLUDING BUT NOT LIMITED TO HEADWALLS AND PIPES) TO BE LEGALLY DISPOSED OF. THE COST ASSOCIATED WITH DISPOSAL IS TO BE IN,: IN BID PRICE FOR RCP INSTALLATION. 3. ALL SIGNS, MAIL BOXES, ETC. DISTRURBED BY CONSTRUCTION TO BE PROTECTED OR REMOVED By CONTRACTOR AND PLACED ON OWNERS PROPERTY DURING CONSTRUCTION. ALL MAIL BOXES DISTURBED BY CONSTRUCTION TO BE REINSTALLED AT ORIGINAL LOCATION. 4, EXISTING DRIVEWAY PIPES NOT SHOWN, 5. ALL EXISTING DRIVEWAYS ARE CONCRETE UNLUIS C,'HERWISE NOIF-1 6 CONTRACTOR To CONTACT PROPERTY OWNERS RE: LANDSCAPING (IE. TREES, SHRUBS, FLOWERS, ETC.) IN R,O.W, TO ADVISE OWNER TO MAKE ARRANGEMENTS FOR STORAGE OF LANDSrAPING, RELOCATION, REMOVAL, AND REPLANTING. 7- SWALE GRADE IS GRADE FOR FINISHED SOO DEDUCT 0.25' FOR GRADING SWALE 8. ALL DRIVEWAYS DISTURBED By CONSTRUCTION SHALL BE REPLACED TO LIKE CONDITION OR BETTER. IF DRIVEWAY PAINTED OR TEXTURED; CONTRACTOR TO RESTOK TO INITIAL CONDITION. 12 r czlztl oel- 19.95 f A0 BUILT/RECORD SURVEY'' H P , (SHEETS 4 THRU 7, INCLUSIVE) CZ*TtrycAT2, jjbarabi aertify r at the a dated this -5111*1 of 91, 9L_4 Eg= 19.= is true and correct to Tb­ebwat of or khe klist. &#d'*w*ts the MlAtufflo Teckajcaj stsuglards net forth b, the rjocid& beard of, 4&Ad surve"rs- Pursuant to section 472.027. Florida statut*s, Waft, 11" vulD w w"un t IRV S11C t1tffilFf44T ". ", *a= 4, Xftftw a" lix" Dempsey Ave. Vo e elle A , /08 NO. - 950097-08 City of Sebastian Florida SCALE 40 Rrainuqae P1a AS EAU ILTS, PD__t"� OF RAW REPLACE DRIVEWAY PAVEMENT W/4" LIMEROCK BASE CUT ONLY AS EXISTING NEEDED ROAD REWORK AND REPLACE EXIST. FILL REMOVE AND REPLACE RESTORE SWALE GRADE EXISTING DRIVEWAY CULVERT (GRASSING NOT INCLUDED) Y DFUVEWAY REFLA (NOT A PAY ITEM: INCLUDED IN SECT 430 PIPE CULVERI`cl-� 0 N � h� �alz 2, HP MPSEY CRAVEN 9 TH'ROW'"'SON & AS)SOCIATES, INC. ENGINEERS PLANNERS • SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FL 32960 (561) 778-3002 FAX: (561) 778-3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN-THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN-THOMPSON & ASSOCIATES, INC. IN WRITING, Li - 4 le-5 1115 6 45 - 9/_/ //_ 7-,5 3. 4,2l� -45 - _,6 zllZ- TS 7� 5X,5 7-Cl'l 2 REVISIONS PER CITY I RE -VISIONS PER CITY DESCRIP TION STREET R/W BLOCK 114 DA TE: DESIGNED HY CRD 5125198 PK sy. 6RD 512019's PK — CHECKED 8 Y- sy DA TE I CKD APPROVED HY 5-5-97 SEAL G.R.D. C. D. C. D. L. P. '4 4 D + + 2323 + 23 15 2240 58 2 2 - C3 9 + 22.05 4- ? 1 41 I";= 40' IN -ilk "'OWNWMAW -111* olli Y7-1, Z-) LUL�_ ow %clam Ad" N.Y.S. LAKE HAMILL PA" s WAMW A Ow ■ 1. T OCA TON IVA P N. TS. LEGEND S-341 C STRUCTURE & TYPE ,8.5 0 R RIM ELEV. 33 E INV. ELEV. AF MODIFIED E STRUCTURE AH MODIFIED H STRUCTURE Z IA16�41 C�5S 7- DRIVEWAY TO BE REMOVED AND REPLACED ( SEE N JE- I 18" SAW CUT PAVEMENT AND REPAIR 0. 4ox SWALE FLOW DIRECTION AND SLOPE CULVERT EXISTING PIPE IAIV, IIVL161CF 0 0, 0 6 1 /1-5 -,9411Z 7- 6 ZA ALL DRIVEWAYS IMPACTED BY CONSTRUCTION SHALL - HAVE THE EXIST. PIPE REMOVED AND I5'X21' CAP IN STALLED IN ITS PLACE TO MATCH SWALE INVERT THL DRIVEWAY SHALL BE REPLACED FROM E,O-P. T"i THE ;' O.W. WITH CONCRETE. Z EXISTING MATERIALS (INCLUDING BUT NOT LIMI'VO TO HEADWALLS AND PIPES) TO BE LEGALLY '�' THE COST A�_',OCIATED WITH DISPOSAL IS 10 BE INCLUDED IN BID PRICE FOR RCP INSTALLATION- 3. ALL SIGNS, MAIL b)XES, ETC. DISTPURbElD BY CONSTRUCTION TO BE PROTECTED 09 REMOVED By CONTRACTOR AND PLACED ON OWNERS PROPERT) DURING CONSTRUCTION, ALL MAIL BOXES DISTURBED BY CONSTRU"TION Trj BE REINSTALLED AT ORIGINAL LOCATION. 4. EXISTING DRIVEWAY PIPES NQ1 SHOWN, 5. ALL EXISTING DRtVFWA'f`­S ARE CC)N(,RE-,E UNLESS OTHERWISE NOTED. 6. CONTRACTOR TO CUNTACT PROPERTY ".)WINERS RE. LANDSCAPING (IE. TREES, cHRUBS, FLOWERS, ETC.) IN R.O.W. TO ADVISE OWNER TO MAKE ARRANGEMENTS FOR STORAGE (Ur LANDSCAPWG, RELOCATION, REMOVAL, AND REPLANTING. 7. SWALE GRADE IS GRADE FOR FINISHED SOD DEL"_!J 0.25' FOR GRADING SWALE 8. Al-L DRIVEWAYS DISTURBED BY CONSTRUCTION SHALL "'E REPLACED TO LIKE CONDITION OR BETTER. IF DRIVEWA-f PAINTED OR TEXTURED, CONTRACTOR TO RESTORE TO NIIIAL CONDITION. RAW GRADE AS SHOWN MATCH MATCH EXISTING EXISTING GRADE GRADE 9A SWALE DETAL 'y IF Item se A ve. Teo-c eti e A vim. City Of Sebastian Florida .1a Drain age P' 1� AS-BUILTS i I co cn 0 Q CIA 0) 4 F- O1 3 0 i m 0 Ln co cn Ln ru .0 En z 0 CD CUT CONCRETE SEAWALL, EXTEND PIPE THRU SEAWALL BY 6% AND GROUT WITH FLOWABLE _R,EDIMIX S-26 R.E. THRU HEADWALL INV. 11.87' ro.� - /9.�� ' ],, s-�U��T JAV9 _ /2, Ob' ,aRoPoSED BLOC 104 v _ D.E. a' R/W REPLACE DRIVEWAY PAVEMENT N W/4" L.IMEROCK BASE I Q j CUT ONLY AS I EXISTING v [TAIL T SH NEEDED ROAD H-BAFFLE BOX H REWORK AND x�d' ,�� W ;. 7/ N J2. o0 REPLACE EXIST. FILL .ti °. 9. 81' S /2, oa REMOVE AND REPLACE '\ �^ 4.5- 0[//L7- /PeO Ctos�Az� RESTORE SWALE GRADE EXISTING DRIVEWAY CULVERT ti,. o; Nt (GRASSING NOT INCLUDED) _ �y LAYPORT DRIVE Y D�1AIAY REPLA n ;� / �' ;` ry�o R .W. F�/ (NOT A PAY ITEM: INCLUDED IN SECT 430 PIPE CULVERTS) 67.r✓ L' AS 54/1 8 ?.�..�g' x x x x I1 x --------r-i------------- -I 48' RCP 4 r- ------------ --------- i i 48' RCP - ----------------- `--------- L J------------ U-i — — — — -J 4) OPENING SIZED FOR STANDARD H INLET GRATE PLAN 6'-7M R/Nf = /9.0o PXoPoSE� RIM Grate See Index 201—:—� B/,x;,c4E Toi° 6Z1El/. /6.50 Baffle tops at ELEV. /6 , k� `O 3'-6' 3'-6' 3'-6" 8" ?aP BflfFGE _ /6• S�" f34oPoSE1 PIPE INVERT 5 SouTfi /Nf/E. r = 9.8I' i45 - Bahr 2" Cl. v 6" Conc. baffle wall N *4 Bars BOX INVERT = 9.7� BuiLT 0 12' Ctrs. SUMP SECTION TYPE H -BAFFLE BOX CRAVE *THOMPSON & ASSOCIATES, INC. ENGINEERS 9 PLANNERS SURVEYORS 2770 INDIAN RIVER BLVD. 203 VERO BEACH, FIL 32960 (561) 778-3002 FAX: (561) 778- 3000 FORT LAUDERDALE MATERIAL SHOWN HEREON IS THE PROPERTY OF CRAVEN •THOMPSON & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF CRAVEN-THOMPSON & ASSOCIATES, INC. IN WRITING. /5 ��Ci✓l/o x CuLve-T I� - k I /2„CMP CuL vE,eT BLOCK 107 1� Ili'✓ � /5 CMP C uL v-ckT l S;0. ,v a 19jd4 / 2 "CM)° CULVERT 19.2�T x 19,0 S-24.H /9.ao " R l° i... 00' N /2• 'no/2. m B o, S /2- o o �J,4n/No C E 7 S-24a H Cu[ve.�r /9. n " R 2o.13 67' N //.67' L 12,do A5-Bu/4T PRDPoSEp g hl d° x � x w - w tY t,• V) Y _0 u 1 (` rZ o h NOTE yo`'a SEE SHEET PD-3 FOR AS -BUILT NOTE. x m 2,6, A/ P,QoPosE H P 20. 22' As -B�/LT 8 C) x ;�'✓%'8L'0CK J08 r x CuL vE.2T ✓6 ti � /N ` x , + o , C41L 11E27- ti 19 • Q-,�T 1N�E 1 4 � CuLV-=,C7 x MATCFiNE SEE SPIFFY PD-4 DA TE.' 5- 5- 97 ¢. ,QE ✓/SE �45 - 8 uiL TS PC.2 CO,✓J1/f�/%5 // 3 l°R .� - l /// /d 98 T�i✓/ T. DESIGN 'D B Y. G. R. D. ,'j, iioD AS - B ui[ TS To S KETCH P. ;e: /o /e %9B ??,✓!.T 2 REVISED PER CITY GRD 5-20-98 PK I DRAWN BY C.D.C. 1 RELOCATE S-25 AND S-24 PER CONTRACTOR REQUEST- NO COST DIRECTIVE ,,J V H 11-19 - 9 7 G R D CHECKED B Y Dl . P. DESCRIP TION BY DA TE CK'D APPROVED B Y ✓. V.H. SEAL 1 "= 40' 0, wwwwiwuw �wwwww■�wwwwwww� ■moo pp I�www� �.. Q��_ aodaoo a00000aaomomo© oo ao aaoa � ' o can o�aa vo ov o0 0© . p one di�o op o.: o0 om • ■©� , ® p .pal ©0 c�© op ply■ al© an�a op . �a©. �a olv 010 o�Il© ■�e. ; o�; .. .� pp pEa ora pa - p .om Iel©Op Oo 0© Op IO® , o© o�I o a ©: OD 0 o egy• ® pm elos= IMAM pp ©aIMAMpeal Qm o o� ° Qod Iqa aaaaDO , • 0©Q �00 00 � © ao ao as 0®Op�OQ90oppa S4 as o0000 goo o ©o ao oP moo oo�,a0000,� �©vp oo ■v goo omo° a©© ©000 �� �e �o ©�o©�o�O© O© ©a om o0na goo po �00 a o© pm 7A© �a o�p o ;� 9 a �� 00�(100► ;oo aiv p r. .w oo©aRl00 :'oca ov aip�lpp� 00 o,, v ap aodnao 00 00 Ice _ ©�P �'► loon .l i�D o0 oci o0 00 00 v0�v0 .�.,..: 0 00 ao i iCta00©I ®oneati000�� 'OoagOn00�ID o0nddd000© �0' ��� p� m��_ i■iwiwl■wwwwww� wn■�Iwwwwlwwwlwlw� �rw t0© 100 voo iiiildiiWMMIWMYiNii Mb4hd1dw1w1wriW mwd6 � � �p � �© aooant�lt, c �aaoaoa©�, 0o a0 m ©000noco©e©o ca© om©oao a0 vao d�, mo a000nooao©oo aa0000vo vo ww� no No ��ww■ww�w� I•wwww� �� L OCA TION MAP N. T.S. LEGEND 34 C STRUCTURE & TYPE 18.50 R RIM ELEV. 16.33 E INV. ELEV. ME MODIFIED E STRUCTURE MH MODIFIED H STRUCTURE L , f. - L /A/E4Z_ F��T DRIVEWAY TO 6-: REMOVED ' AND REPLACED ( SEE NOTE 1 ) 18" SAW CUT PAVEMENT AND REPAIR , o4oz SWALE FLOW DIRECTION AND SLOPE a CULVE'RT EXISTING PIPE 1. ALL DRIVEWAYS IMPACTED BY CONSTRUCTION SHALL HAVE THE EXIST. PIPE REMOVED AND 15"X21" CAP INSTALLED IN ITS PLACE TO MATCH SWALE INVERT THE DRIVEWAY SHALL BE REPLACED FROM E.O.P. TO THE R.O.W. WITH CONCRETE. EXISTING MATERIALS (INCLUDING BUT NOT LIM! i ED TO HEADWALLS AND PIPES) TO BE LEGALLY DISPOSED OF. THE COST ASSOCIATED WITH DISPOSAL IS TO BE INCLUDED IN BID PRICE FOR RCP INSTALLATION. ALL SIGNS, MAIL BOXES, ETC. DISTRURBED BY CONSTRUCTION TO BE PROTECTED OR REMOVED BY CONTRACTOR AND PLACED ON OWNERS PROPERTY DURING CONSTRUCTION. ALL MAIL BOXES DISTURBED BY CONSTRUCTION TO BE REINSTALLED AT ORIGI9JAL LOCATION. EXISTING DRIVEWAY PIPES NOT SHOWN. 5. ALL EXISTING DRIVEWAYS ARE CONCRETE UNLESS OTHERWISE NOTED. CONTRACTOR TO CONTACT PROPERTY OWNERS RE: LANDSCAPING (IE. TREES, SHRUBS, FLOWERS, ETC.) IN R.O.W. TO ADVISE OWNER TO MAKE ARRANGEMENTS FOR STORAGE OF LANDSCAPING, RELOCATION, REMOVAL, AND REPLANTING. 7. SWALE GRADE IS GRADE FOR FINISHED SOD DEDUCT 0.25' FOR GRADING SWALE ALL DRIVEWAYS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO LIKE CONDITION OR BETTER. IF DRIVEWAY PAINTED OR TEXTURED, CONTRACTOR TO RESTORE TO INITIAL CONDITION. JOB NO.* , , ' J D em p s16e VeVo c ell e ve. 9500,91. 08 City of Sebastian Florida SCALE- 1 " = 40, Drainage .1 AS — BU I LTS sHLE T PD-6 7 OF 9 -