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1993 - Utility Crossings
FACSIMILE TRANSMISSION LEAD SHEET FAX TO: (407) 778-9391 DATE: January 18, 1995 (FAX NUMBER) NUMBER OF PAGES TO FOLLOW THIS COVER SHEET: F 71 TO/NAME: Roger Cain, County Engineer COMPANY NAME: Indian River County CITY / STATE Vero Beach LOCATION: Engineering PHONE: 567-8000, ext. 221 FROM / NAME: CITY OF SEBASTIAN UTILITIES DEPARTMENT LOCATION: 700 Main Street SUBJECT: County Road 512 Utility Crossings PHONE: 388-5536 Original Will Follow Original Will NOT Message: As per our recent phone conversation, I am faxing you the as -built drawings showin the utility crossings under CR 512 that our Public Works Department installed in April 1994 There were eight crossings as noted on the following pages. The pipe was installed at locations shown on the plans as prepared by Wayne Westerman which you should have in your possession The City of Sebastian has the remainder of the pipe to be installed stored at the water treatment plant at 170 Filbert Street. Please have Martin Paving furnish you with a proposal to provide the labor and equipment to install the remainder of the pipe crossings, as our Public Works Department has so many drainage culverts to replace it does not have the time to install the crossings. DESCRIPTION OF ATTACHED DRAWINGS Page 1 of 8 East Side of Roseland Road Page 2 of 8 West Side of Barber Street Page 3 of 8 East Side of Barber Street Page 4 of 8 West Side of Fleming Street Page 5 of 8 East Side of Fleming Street Page 6 of.8 West Side of Wimbrow Drive Page 7 of 8 East Side of Wimbrow Drive Page 8 of 8 East Side of Easy Street Existing 100' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 16" D.I. Pipe 120' of 10" D.I. Pipe 90' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 12" D.I. Pipe Remainder to be Installed 50' 60' 60' 80' 50' M n N m '1 L C ED IloF6 V,10 I 64. --'fbo — j7 0 ( SOiC. Gonloir,OMC .mop 3' 1 s °moi SAWIy ,vr,reQw2 -f EAl I' Haab ,��Ea ar CLEV OF 1(, .7 -OLu/cRE7 41-M,30 &(,p I— V) B. zoo a o llXX' �-1 M WV•��•v /7.i C P<-- 51-Z srq.'7i+o 3 of 8 5�01L C,oNDirioNC: ToA D21t� S�Npy.�gYEQ14L gfA'cW 3� SNF 1 Ha2�Pn l ��e� 9; AAI -L.t V, OF �(�.� SiA2TS BLU/fir �?Ey soup d c'r ...I it r"v,,.l', d11nrCernL .nncvnl,o €L€V oF g1oP2o)( z0.o IInRID I;CgcK n1471C,?..rgL D004 o Eta✓. 04- I(o.c' — ?Fc_oc.) (6.o IS �Cuc/G,rLEl7 CCgel JA I AT t.,L? I A L , S7'4 I Oy 4 13.45 I o�+14. I S GK�STrN S�Z I I SHSt Llnlrr � STS 16710 G2 SIZ , ^_ `'- ,ZI W JP61- 'lest r _Z J LL l L, 57-(A 1r\.iv 16.0 H n yti� I - � o o lJ .Bt U.DEAD Z Soo pR, EL= 21.E J3.o J L_ c e 5IZ -- STA% 108 tY> �of8 SOIL Q9onIDlr�onlS: Toe 3'=�Eccco T(q' 3/Or gq.2a C?EIDWINAT ULLAE 14 eE(' CL.4 y tn4'rC2l,Q L, q -r EVE✓. op- r(o .0 w r N k C r\� 79 N 5`I z. LAj l „,r3,2ow P 2 w�Ma2ov�l r���vE �la w� SOI LcorlbiTiotls, Aty SAr1DyrhgTE2iRt� bm Dowrl to 6L,.OF IV.o� BELMO 644'r, G,ety SET ✓%ATF QiA1� 404,44 WATE2 W IMBC,ow i I._. o n_ _ �.1 Solt C'ormli C m 0 s Z , OIL 00tl l ')'1D�I S : INV. OF D, T. F. A�'r'lh,�' l lxlzo •t A.. i// d ! °.•Ai.,: ..'•'.-. ... W.I3G.0 ALOrli -roto pF' r11�1. (tri/ Il ,11.(i.i Li 1 J c 0 Ul N C m 0 s Z , OIL 00tl l ')'1D�I S : INV. OF D, T. F. A�'r'lh,�' l lxlzo •t A.. i// d ! °.•Ai.,: ..'•'.-. ... W.I3G.0 ALOrli -roto pF' r11�1. (tri/ Il ,11.(i.i Li P.V.C. WATER MAIN 91 DI I 0 S 2�d C.MP r4 z m -- ——n+ zi r _ = 2/+81 i I 7� 7 TRANS -FLORIDA I RAILROAD FELLSMERE TRACT. N Io 1-0 — C� m r r c' m D CENTRAL < R/ W m ROAD -L t -8"M. J. GATE VALVE— �zo�–_—RIGHT—OF- ------- -- ADD L 12" P.V.C. WATER MAIN 2 '' TRACT tZx F� Fo s NOT SUBDIVIDED � �\F C F 1, PC0 F TRANS - FLOdDA RAILROCENTRAL R / W FELL: I 41497 12"X 45° M.J. ELBOWS DRIVEWAY( PH)..—TELEPHONE CABLES -r ADDITIONAL C� S I YZN PJ •• JJ � 9 ��� a V'1 P� 12%6, M. J. RED. a I e 0i 35 (,I ALLEY y - TELEPHONE CABLES z B0OF 12 P.V. C. IrEXIST..•.,...,------ 6" M. J . G.V. lS 12X6 M.J. RED. I D 72 /9 0 6'X6"M.J E 'p DEL MONTE RD. 1+wl1 setas -- E., 09 VI 4-1 + 0 O I o or N 9� es OF Pv.c FELLSME D.E.R. WD31-20 124 i� IV D.1, PwPr u/ y --A D D I T I O Q FETA iu<Q.S 120�PEG sf� 0< 4 1 %, ��n/ Dm Z � Jro� 0 �-%rwv tes (5' v D . - — co I s s ��� O I C) 11 12�� BVC. - I.50 DEL MON1 > \ _ - \ s ' \ I rl z m v� /s al tv VH 0o 2i �i 23 c�z, t% ?S 2� �cP 1po `o 1 k12"M.J. CROSS w 2° M.J. G.V. (,I ALLEY y - TELEPHONE CABLES z B0OF 12 P.V. C. IrEXIST..•.,...,------ 6" M. J . G.V. lS 12X6 M.J. RED. I D 72 /9 0 6'X6"M.J E 'p DEL MONTE RD. 1+wl1 setas -- E., 09 VI 4-1 + 0 O I o or N 9� es OF Pv.c FELLSME D.E.R. WD31-20 124 i� IV D.1, PwPr u/ y --A D D I T I O Q FETA iu<Q.S 120�PEG sf� 0< 4 1 %, ��n/ Dm Z � Jro� 0 �-%rwv tes (5' v D . - — co I s s ��� O I C) 11 12�� BVC. - I.50 DEL MON1 > \ _ - \ s ' \ I rl z m v� /s al tv DETAIL "El" -j -SEE ETAIL" TELEPH. CABLESIlii 1 /C. WATER MAIN 24 0 C.M.P. FELLSMERE 10 to 0 P m r m TRANS- FLORIDA RAILROAD LCT. N �B �8 ��'ff12_z90'n�.tTEL �____---— 21+81 / irX� ' 12 " P.V.C. WATER MAIN NOT SUBDIVIDED O Fs °F�9i < pB CF i v CENTRAL < R/ W m =8" M.J. GATE VALVE ,12"X B-9j.UE DATE: January 25, 1995 TO: CR 512 Pipe Crossings p� I FROM: Richard B. Votapka, Utilities Director ry�V SUBJECT: Inventory of Ductile Iron Pipe at Water Treatment Plant Bob Korda took inventory of the ductile iron (D.I.) pipe that the Public Works Department delivered to the Water Treatment Plant for storage after the initial pipe crossings were installed. The inventory of pipes is as follows: 1) 10" D.I. Pipe - 18-1/2 sections @ 20' each = 370' 2) 12" D.I. Pipe - 3 sections @ 20' each = 60' 3) 16" D.I. Pipe - 2 sections @ 20'each = 40' 1 section @ 18' each = 18' 58' As per plan, the remainder of pipe we need to install is as follows: 1) 10" D.I. Pipe 360' 2) 12" D.I. Pipe 60' 3) 16" D.I. Pipe 60' Note: The 10" D.I. Pipe water main crossing on the west side of Fleming Street should be directly connected to the existing 12" water main on the south side of County Road 512 by means of a wet tap. (Refer to the attached As -Built Drawing 4 of 8) RBV/jw /enema/ploes DESCRIPTION OF ATTACHED DRAWINGS Page 1 of 8 East Side of Roseland Road Page 2 of 8 West Side of Barber Street Page 3 of 8 East Side of Barber Street Page 4 of 8 West Side of Fleming Street Page 5 of 8 East Side of Fleming Street Page 6 of.8 West Side of Wimbrow Drive Page 7 of 8 East Side of Wimbrow Drive Page 8 of 8 East Side of Easy Street Existing 100' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 16" D.I. Pipe 120' of 10" D.I. Pipe 90' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 12" D.I. Pipe Remainder to be Installed 50' 60' 60' lia �s8' �sdo�k 60' ✓ Kt , 6o'-:, sdvc1, �o� o IUu P�P� s4�ck ':fill., ('1 n.11:l t', f•el', i' d1L4rclern AaJIJ io &LEV qr�P2ox zo.o, flnRll Rt ACK 11147-E2rAL I>orJrJ io EtFV. or II - .O — ?&Lac? I h, o IS .GLUE/G cr , CIA r/11ATC.21h L , ST4 I oy 4 13.45 b 4s.B 64SS LiAls, � )rof4l, �•P.ete- Z4 451, 45/ O- to Si4 16 Fi-D L// (,/ , U G2 IZ MAKE 4, Wt. TAP FT IN1�s(tseLZio�t USING N lo" 12" -TA Pf iKka StmtVF i'1e -TAPPIWG V-ALVE w 1'Z" W A-rcV- r1 p IAA 4 of g B-. i= I `) vU q� �eNm r T�¢r,IUrr IOT(l ryr f! �"I 1 F'M FI:T 11 79 Z l►ora 0 INS I S.7 -21.0 s/s /s V- vi IQ' 4 fL -0 + GO/�DIT1OIJ� -rOP 31 11 dRy 54,469IpCq NkTEQiA� SO/L I OF IG . % BL(4/aREy 4"013O Soup 7 IMV. IJ. le Crc_ SIZ 6.�. - $Tq.71+D .3 of 8 601 C-ORDITIDNC: (oA p21, S�NpyNwrE��4� goP�cx �f4 4' AAI E�EV, of i�.� STAers SLu/Vty SouP Sha 1,; STa i aB+'o c e stZ 901L 43oiJdirionlS: '%P 3'= DO-� 54AD� so 3/Or 0g2D L3CgLlG D i 2'f UwEl4ieEy CeAll ✓"Wre2l'qL-- OF I(c -'a BEcocJ Tkl9r 9T EVE l/, w r N t O _N O N WIM��ZoW t>�IVE � � o o r So c Loaor or�5', Aty ¢SANDY wgre2iAc U in Dow -ro EL, OF IC.0 ¢ELaJ t(qTj G.Qsc� tJGry' ✓i1AYFkiAI_4 400UiLLD UATE2 W t Malo w D2►vIE, ��r.,,zn_., r✓ Z OD h SoIc O�r1Gfi1Dpts �M- CACI r 7v vl N U �Z sof L CorlDirfoNIS: INV. OF D.%. P, c�,r7oK I rl7o ;..: +•: W.fat•C 4LO'li TOP OF H.5•«, t'�:•I� n�E.�i.f,ti f.c , DF .soft_ 15 Sgnfby c.lvu_ i,a'4 rl '�f ' �t;d'+:.: • f MMMORANDUM 10" D.I. Pipe - 18-1/2 sections @ 20' each = 370' 2) 12" DATE: January 25, 1995 3 sections @ 20' each = 60' 60' T0: CR 512 Pipe Crossings FROM: Richard B. Votapka, Utilities Director 6 SUBJECT: Inventory of Ductile Iron Pipe at Water Treatment Plant Bob Korda took inventory of the ductile iron (D.I.) pipe that the Public Works Department delivered to the Water Treatment Plant for storage after the initial pipe crossings were installed. The inventory of pipes is as follows: 1) 10" D.I. Pipe - 18-1/2 sections @ 20' each = 370' 2) 12" D.I. Pipe - 3 sections @ 20' each = 60' 3) 16" D.I. Pipe - 2 sections @ 20'each = 40' 1 section @ 18' each = 18' 58' As per plan, the remainder of pipe we need to install is as follows: 1) 10" D.I. Pipe 360' 2) 12" D.I. Pipe 60' 3) 16" D.I. Pipe 60' Note: The 10" D.I. Pipe water main crossing on the west side of Fleming Street should be directly connected to the existing 12" water main on the south side of County Road 512 by means of a wet tap. (Refer to the attached As -Built Drawing 4 of 8) RBV/jw /eemo/pipes DESCRIPTION OF ATTACHED DRAWINGS Page 1 of 8 East Side of Roseland Road Page 2 of 8 West Side of Barber Street Page 3 of 8 East Side of Barber Street Page 4 of 8 West Side of Fleming Street Page 5 of 8 East Side of Fleming Street Page 6 of.8 West Side of Wimbrow Drive Page 7 of 8 East Side of Wimbrow Drive Page 8 of 8 East Side of Easy Street Existing 100' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 16" D.I. Pipe 120' of 10" D.I. Pipe 90' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 10" D.I. Pipe 80' of 12" D.I. Pipe Remainder to be Installed 50' 60' 60' k se' sto��c 50' 60' 60' 60' ✓ Itu 60'. sdxk X 60' 0�- Ib" F, fh Kw-OLIA Ld✓ 3Z0' 'r ��- <'t �"li�ri-��,r.l',. lr'I'.. I`�, .ISG'-(�.;•�:J IJ r� otnr6,P_.noco?d o 6L`ry t ,gPP2oK zo.o, fln2b PHrc.2-1n_ DO 0'A o EiF✓, o1= Ito Ll — ,D IS �cuc/G✓LEG� CCq[' 141A T ST4 I o4 4 13.45 a �T 4s.B Krsr,. e, L;. 64Se' LU/E f'� .T.�•.r c I` W.n�. L rSro d'4k .�.P.c'IL I E f. 45�± to +14,ts Sid 16 7 +D EL.ICAt: 1174. I 7 J LL t 2 Z MAKE ,, WC TAP K -T 4N ftT2S¢L-ham+ USING N lo" 12" -T[ PPI"a -sLweVF L lo" -TRPPIUG Vi(WE � �. q., of 8 � 12" Wn-r2 Ma IA} I u tj bea fS?N M -T 7kV OI IJ f,- Poruntr' I L*%,F r \ �" iM Cu City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 PRESS RELEASE AS A FOLLOW-UP TO THE SCHEDULED WATER OUTAGE WHICH OCCURRED ON MARCH 4, 1995 CITY OF SEBASTIAN UTILITIES DEPARTMENT File C2 SI -- The lowering of a 12" water main along the south side of County Road 512 in the vicinity of Collier Creek was successfully completed on Saturday, March 4, 1995. Satisfactory test results were received on Monday, March 6, 1995 by the Sebastian Utilities Dept. for the portion of the water system affected by the scheduled water outage. Therefore, the "boil water notice" can be removed immediately for those areas which had their water shut off from approximately 10:30 AM to 1 PM on March 4th. Those areas are as follows: 1) Chesser's Gap - which includes other commercial stores within and the Elks Club 2) Unit 14 Sebastian Highlands 3) Unit 15 Sebastian Highlands 4) Unit 12 Commercial Properties 5) Sebastian Elementary School 6) Italian American Club north of Food Lion and all the shopping complex, east of Collier Creek CR512 The Utilities Department is sorry for the inconvenience caused by the loss of water over a 2i hour period but fortunately there are no further scheduled water outages for the remainder of the County Road 512 Project. Should you have any further questions, please contact the Sebastian Utilities Department at 388-5356 or 388-5352. Released by 4-,4 Richard B. Votapka, P.E. Utilities Director March 6, 1995 4/4 NEWSPAPERS PRESS JOURNAL 589-6616 717 Coolidge Street SEBASTIAN SUN 589-4566 1627 US Highway 1 RADIO STATIONS V/AVW 101.7 FM 567-1055 6690 N US Highway 1 YY F . Pierce, Florida AXE RADIO STATION AM 1370 6690 North US Highway 1 / Ft. Pierce, Florida fWGYL 93-7 FM rr 1235 16th Street Vero Beach, FL 32960 Vero 4100 Metzger Road Ft. Pierce, Florida WQCS/CLASSIC 89 FM 3209 Virginia Avenue Ft. Pierce, Florida /VKQOL FM 103.7 2024 South US Highway 1 i1ero Beach, Florida WSCF-FM CHRISTIAN RADIO 6767 20th Street Vero Beach, FL 32960 567-1055 567-8366 — -17 W rr 567-8366 930-8936a 567-7700 569-0919 47 TELEVISION STATIONS 1" Y KIRB TV 778-9472 6602 20th Street G�&ro Beach, Florida W11EC��TV 12 ��1-800-273-WPEECX �m �//WTVX-Channel 34 h�07- 464-3434 1414 V 3601 North' 25th Street t. Pierce, Florida /WXEL TV 42 '/07' 737-8000 / .0 3401 S Congress Avenue //o I- B oynton Beach, Florida &1/977 -le fl 09 14 r M r "• 'edlL <Ei9SF NEWSPAPERS PRESS JOURNAL 589-6616 717 Coolidge Street SEBASTIAN SUN 589-4566 1627 US Highway 1 RADIO STATIONS V/AVW 101.7 FM 567-1055 6690 N US Highway 1 YY F . Pierce, Florida AXE RADIO STATION AM 1370 6690 North US Highway 1 / Ft. Pierce, Florida fWGYL 93-7 FM rr 1235 16th Street Vero Beach, FL 32960 Vero 4100 Metzger Road Ft. Pierce, Florida WQCS/CLASSIC 89 FM 3209 Virginia Avenue Ft. Pierce, Florida /VKQOL FM 103.7 2024 South US Highway 1 i1ero Beach, Florida WSCF-FM CHRISTIAN RADIO 6767 20th Street Vero Beach, FL 32960 567-1055 567-8366 — -17 W rr 567-8366 930-8936a 567-7700 569-0919 47 TELEVISION STATIONS 1" Y KIRB TV 778-9472 6602 20th Street G�&ro Beach, Florida W11EC��TV 12 ��1-800-273-WPEECX �m �//WTVX-Channel 34 h�07- 464-3434 1414 V 3601 North' 25th Street t. Pierce, Florida /WXEL TV 42 '/07' 737-8000 / .0 3401 S Congress Avenue //o I- B oynton Beach, Florida City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 March 8, 1995 Mr. Jerry Greer Compliance Section FL Dept. of Environmental Protection 3319 Maguire Blvd., Suite 232 Orlando, FL 32803 RE: Restoration of Water Service Following the Lowering of a 12" Water Main 1n County Road 512 Right -of -Way West of Fleming Street, Sebastian, FL Dear Mr. Greer: On March 2, 1995, our Department faxed a Press Release to Scott Breitenstein of your office, which provided information on the scheduled water outage on March 4, 1995. The 12" water main was lowered in the County Road 512 right-of-way by Treasure Coast Contracting. Bio Services of Vero, Inc. took bacteriological samples immediately following restoration of service, and again 24 hours later. The results proved satisfactory and were sent to your agency by Bio Services of Vero, Inc. After the bacteriological tests proved satisfactory, I wrote a "Press Release" which appeared in the local newspaper and on radio and television stations in the local area to remove the "boil water notice". A copy which is attached is for your information. Should you have any further questions, please contact me at (407) 388-5536. Sincerely, 44 - Richard B. Votapka, P.E. Utilities Director RBV:ab City of Sebastian 1225 MAIN STREET 13 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 a FAX (407) 589-5570 PRESS RELEASE AS A FOLLOW-UP TO THE SCHEDULED WATER OUTAGE WHICH OCCURRED ON MARCH 4, 1995 CITY OF SEBASTIAN UTILITIES DEPARTMENT The lowering of a 12" water main along the south side of County Road 512 in the vicinity of Collier Creek was successfully completed on Saturday, March 4, 1995. Satisfactory test results were received on Monday, March 6, 1995 by the Sebastian Utilities Dept. for the portion of the water system affected by the scheduled water outage. Therefore, the "boil water notice" can be removed immediately for those areas which had their water shut off from approximately 10,30 AM to 1 PH on March 4th. Those areas are as follows, 1) Chesser's Gap - which includes other commercial stores within and the Elks Club 2) Unit 14 Sebastian Highlands 3) Unit 15 Sebastian Highlands 4) Unit 12 Commercial Properties 5) Sebastian Elementary School 6) Italian American Club north of Food Lion and all the shopping complex, east of Collier Creek CR512 The Utilities Department is sorry for the inconvenience caused by the loss of water over a 2h hour period but fortunately there are no further scheduled water outages for the remainder of the County Road 512 Project. Should you have any further questions, please contact the Sebastian Utilities Department at 388-5356 or 388-5352. Released by �J Richard B. Votapka, P.E. Utilities Director March 6, 1995 -. _.... ............................ ......... ............ .......... ....................... ...... _................... - 03/09/1995 04:40 4075620721 TREASURE COAST CONTR PAGE 01 Treasure Coast Contracting, Inc. Ucense No. 800059974 165 14th Avenue • P.O. Box 650249 • Vero Beach, FL 32965 (407) 562-4587 R E V I S E D P R O P O S A L March 9, 1995 Mr. Richard Votapka City of Sebastian Utilities Department 700 Main Street Sebastian, FL 32959 RE: Wet Tap C.R. 512 & Fleming Street We propose to supply labor and equipment only for the following: Install 12" x 10" tapping sleeve and valve; install 10" DIP water main; connect to existing pipe with sleeve; pressure test line; backfill and compact om foot depth read rock in road. NOTE: City of Sebastian to provide: 1) Material 2) Wet Ta Service 3) compaction Tasting 4) Stone and Rand Rock 5) Asphalt patch. TOTAL $1,965.00 SUBMITT•D BY: LARRY MTERS, Pr dent LAPPING suvicr, P.O. BOX 210155 - ROYAL PALM BEACH, FL 33421-0155 MARCH 9, 1995 CITY OF SEBASTIAN UTILITY DEPT. 700 MAIN STREET SEBASTIAN, FL 32958 ATTN: RICHARD VOTAPKA RANGELINE TAPPING SERVICES, INC. WILL PERFORM ONE (1) 10 -INCH TEST & TAP ON 12 -INCH PVC AT OR NEAR THE INTERSECTION OF COUNTY RD. 512 AND FLEMING STR., SEBASTIAN,AT THE DIRECTION OF TREASURE COAST CONTRACTING, FOR THE SUM OF $350.00. IT IS OUR UNDERSTANDING THAT RANGELINE TAPPING SERVICES, INC. WILL BE BILLING THE CITY OF SEBASTIAN FOR THIS SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION AND DEWATERING OF THE SITE. IF YOU HAVE ANY QUESTION, PLEASE CALL US JOHN PRESIDENT RK/bw CC: TREASURE COAST CONTRACTING TOTAL P.02 pr" Department CAPITAL IMPROVEMENT PROGRAM 1995-2000 - WATER Page No._1_ a) Gen. Fund b) Util. Svc Fund c) R & R Fund d) Bond Proceeds e) State Grants 0 Fed. Grants g) Gas Tax h) Fines & Forf. i) Spec. Assess j) Other (Impact Fees) Priority & Project Description & Total Project Oct - 1994 Oct - 1995 Oct - 1996 Oct - 1997 Oct - 1998 Oct - 1999 Project N Location Costs Sept - 199 Sept - 199 Sept -199 Sept - 199 Sept - 199 Sept - 200 1 FILTER BACKFLOW PREVENTION (C) $3,000 $3,000 WA94-01 MODIFICATION -12" CHECK VALVE INSTALLATION 2 INCREASE TRANSFER PUMP (D) $27,000 $27,000 WA94-02 CAPACITY - INSTALL A 700 GPM VERTICAL TURBINE PUMP 3 INCREASE HIGH SERVICE PUMP (D) $7,950 $7,950 WA94-03 CAPACITY - INSTALL A 600 GPM HORZ. SPLIT CASE PUMP INSTALL PIPE CROSSINGS (G) $5,415 4 $5,415 WA94-04 UNDER SOUTH SIDE OF CR512 INSTALL 700 LF OF 12" MAIN (J) $27,000 $27,000 5 WA94-05 ALONG FELLSMERE RD TO CONNECT EXISTING 12" MAIN STUB -OUTS 6 INSTALL 2,850 LF OF 8" MAIN (J) $79,065 $79,065 WA94-06 FROM BAILEY DR TO CONNECT WITH PROPOSED 8" MAIN ON FISCHER CIRCLE NOTE: TOTAL COSTS PER FISCAL YEAR ARE FOUND ON PAGE 3 - 8 - 03/08/1995 03:19 4075620721 TREASURE COAST CONTR Treasure Coast Contracting, Inc. License No. 800059974 165 14th Avenue • P.O. Box 650249 • Vero Beach, FL 32965 (407) 562-4587 P R 0 P 0 S A 1, I T E M I Z E D Mr. Richard Votapka City of Sebastian Utiltities Department 700 Main Street Sebastian, ET, 32958 RE: Wet Tap C.R. 512 & Fleming Street We propose W supply labor, equipment, and material for the following'- 1 ollowing: HI M Larry Myers, President TOTAL 'Rutseo -txTt�t- PAGE 01 1829.52 C`n 100.00 410.00 400.00 n ?-b-7 6,44 K* -W"44 -r 406:7,82 1400.00 8 tgcs,1 4W,6z 1 EA 12" x 10" Tapping Sleeve & Valve GAS 2---3- EA i�r Megalugs for DIP C 53.46 yv� 7 IS Stone for 'Pap I LS Ruad RoCX (2 lodes) I I LS FA Wet Tap -G^ r eG-ien-Test- ha,+- N ---t HI M Larry Myers, President TOTAL 'Rutseo -txTt�t- PAGE 01 1829.52 C`n 100.00 410.00 400.00 n ?-b-7 6,44 K* -W"44 -r 406:7,82 1400.00 8 tgcs,1 4W,6z ----------------- --- ---------------------------------------------------- --------------------------------- - 03/08/1995 02:47 4075620721 TREASURE COAST CONTR Treasure Coast Contracting, Inc. License No. R00059974 165 14th Avenue • F.O. Box 650249 + Vero Beach, FL 32965 (407) 562-4587 P R 0 P 0 S A h Mr. Richard votapka City of Sebastian Utilities Department 700 Main street Sebastian, FL 32958 RE: Wet Tap C.R. 512 and Fleming Street PACE 01 We propose to supply labor, equipment, and material for the following: Install 12" x 10" tapping sleeve and valve; install 10" DIP pipe and connect to existing pipe with sleeve; pressure test line; backfill and compact one foot depth road rock in road. NOTE: Asphalt by others. Density testing by others. TOTAL $ 6,033.00 SUM17TED BY: �:iSV,fafi4� .: b City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 MEMORABDUM DATE: March 6, 1995 TO: County Road 512 Project / FROM: Richard B. Votapka, Utilities Director 0� SUBJECT: Lowering of 12" Water Main at Collier Creek on Saturday, March 4, 1995 Treasure Coast Contracting shut down the 12" water main supplying water to Units 12, 14, and 15, the Food Lion Complex and Sebastian Elementary School on Saturday, March 4, 1995 at approximately 10:30 AM. Bob Korda of the Sebastian Utilities Dept shut down the gate valves - one in the paved alleyway west of Chesser's Gap (Food Lion Complex), and the others at the intersection of the alley and South Wimbrow Drive. Larry Myers of Treasure Coast Contracting installed four (4) D.I. 450 Bends and D.I. pipe within the 15'-3" section of PVC pipe that was removed. All joints were restrained with retainer glands. HTH was placed in the pipe before it was joined together. After the assembly was complete, the line was flushed and service was restored around 1 PM. Jane Burton of Bio Services, Inc. took samples for bacteriological testing. Larry told me that no ground water entered the pipe during construction. I notified Nu Pack Convenience Store and all the stores in Chesser's Gap that the water was restored. Nu Pack's water system had a lot of air in it. Eventually, some rusty colored water came out of the top, followed by white milky water which was caused by dissolved oxygen. Eventually, the water cleared up as we ran it. The Spurs Western Wear Store in the 661 Center did not have any air, dissolved oxygen or rust in the water. It was the only store open in the 661 Center. None of the stores in Chesser's Gap had problems either. As of 8:30 AM, Monday, March 6, Bio Services of Vero reported good results for the bacteriological tests. I wrote a Press Release and Ann faxed it to the Press Journal, radio, and TV stations. .CiGIl -7Z`P 3' 1S .DIE .Sq-NDy d11arC41,4 gLCV or h)OP2oK zo.o, FJ�92D 3CAc.;< i147'e2101L DDOIJ ro E"t.sV. or 110.0 — LRELDC.1 l h, 0 1S �c ut��✓cEGI CIA �iATt lIA L , .S7.4 104 4 11.4V $qS L<_7 W J LL. U3/06r1995 12:39 4075621125 Bio -Services of Vero, Inc. State Certified DHRS Lab, No. 83121 2501 27th Ave„ A-6 Vero Beach, Florida 32960 (407) 569-2284 DRINKING WATER BACTERIOLOGICAL ANALYSIS SID SERVICES OF VERO PAGE 01 City of Sebastian/GDU Plant SYSTEM NAME: SYSTEM I. D. ADDRESS: Filbert Street T.Burton Received: Tested: FOR LAB USE ONLY 1355h 1400h a] 33141136 D: SYSTEM PHONE #: Vero (Beach COUNTY: I __ DER DISTR!g-�� c COLLE0.lL OR PHONE N: SAMPLE SITE (Locality or Subdivision):_„ See Below DATE AND TIME COLLECTED. i TYPE OF SUPPLY (Circle One): ommunit water system Noncommunity water system Nontranslent - noncommunity water system Private well Sw mm ng pool Bottled Water Other ublic water system 'TYPE OF SAMPLE (Circle One): Compliance Repeat Replacement Maln clearanc Well survey Other (Chet x) (Check Box) (Specify) (Istrlbution ( ) TNTC or C ( ) Raw ( ) Turbid REMARKS: Day 1 Of 2 Distribution 5y}t6M line relocation due to Twinn Pairs ce tso —_ TO BE COMPLETED BY COLLECTOR OF SAMPLE COLL. NO. SAMPLE POINT (Specific Address) CL II pH So.512 Windbrow Dr. 1. Fire Hydrant 1 So.Flemming St. Fire Hydrant 11842A 11842B Post-It'brand fax -Results in this column are preliminary. Fecal coliform confirmation on cu ...... ..... .. confirmation on all types of water systems will follow in 24-40 hours. P - Coliforms are present C - Confluent growth A - Coliforms are absent TNTC - Too numerous to count INTERPRETATIONS - REMARKS BY PROGRAM REVI NAME AND MAILING ADDRESS OF PER50WFIRM TO RECEIVE REPORT Bio—Services of Vera, Inc. 2501 27th Avenue A-6 Vero Beach, FL 32960 REVIEWING OFFICIAL: TITLE: Ml 0 memo 76711 s of Peg« s Havd GOPr a) TA - Turbid, Absence of gas or acid 1 1 SATISFACTORY 1 INCOMPLETE COLLECTION INFORMATION REPEAT SAMPLES REPLACEMENT SAMPLES -IU _u.r1...__ — .-i,_ Bio -Services of Vero, Inc. State Certified DHRS Lab. No. 83121 2501 27th Ave., A-6 Vero Beach, Florida 32960 (407) 569-2284 DRINKING WATER BACTERIOLOGICAL ANALYSIS City of Sebastian/GDU Plant SYSTEM NAME: SYSTEM I, D. Received; Tested: 331 ADDRESS: Filbert Street COUNTYVtarq -- SAMPLE SITE (Locality or DATE AND TIME COLLECTED: See Below TYPE OF SUPPLY (Circle One): omm ' water systeroDNoncommunity water system Private well Sw mmmg pool Bottled Water Other 1'YPE OF SAMPLE (Circle One): Compliance Repeat Replacementain clearanc (Check BW) (Check Box) (4M5Ftribution ( ) TNTC or C I ) Raw 1 ) Turbid REMARKS: Day 2 Of 2 DSStribution SyJtdm line relocati C0n9tI'UCtinn qR Ril.? TO BE COMPLETED BY COLLECTOR OF SAMPLE COLL. NO. SAMPLE POINT (S cific Address) CL RES'D PH So.512 Windbrow Dr. 1.0 P""'"R IffifluReffis Fire Hydrant it—��-- So.Flemming St. i3O Fire Hydrant LAB USE ONLY i34sh 1400h 136 SYSTEM PHONE e: aaCh DER DISTRICT: 569-2284 DR PHONE If: msient - noncommunity water system water system Well survey Other (Specify) due to Twinn Fairs •Results in this column are preliminary. Fecal coliform confirmation on community and confirmation on all types of water systems will follow in 24-48 hours. P • Coliforms are present C - Confluent growth TNTC - TM m,mnrn,. INTERPRETATIONS - REMARKS BY PROGRAM NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT Pio—Sor-vices of Vero. Inc, 2501 27th AVenwt: A-6 Vero Peach, FL. 32960 REVIEWING OFFICIAL: TITLE: water systems and total coliform TA - Turbid, Absence of gas or acid 1 1 SATISFACTORY I INCOMPLETE COLLECTION INFORMATION REPEAT SAMPLES 1 REPLACEMENT SAMPLES P""'"R IffifluReffis it—��-- •Results in this column are preliminary. Fecal coliform confirmation on community and confirmation on all types of water systems will follow in 24-48 hours. P • Coliforms are present C - Confluent growth TNTC - TM m,mnrn,. INTERPRETATIONS - REMARKS BY PROGRAM NAME AND MAILING ADDRESS OF PERSON/FIRM TO RECEIVE REPORT Pio—Sor-vices of Vero. Inc, 2501 27th AVenwt: A-6 Vero Peach, FL. 32960 REVIEWING OFFICIAL: TITLE: water systems and total coliform TA - Turbid, Absence of gas or acid 1 1 SATISFACTORY I INCOMPLETE COLLECTION INFORMATION REPEAT SAMPLES 1 REPLACEMENT SAMPLES City of Sebastian 1225 MAIN STREET 0 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 11 FAX (407) 589-5570 MEMORANDUM DATE: Feb. 28, 1995 TO: County Road 512 File FROM: Richard B. Votapka, Utilities Director /(B✓ SUBJECT: Utilities Work To Be Performed By Martin Paving Regarding A) Installation of Pipe Crossings and B) Conflict Between Stormwater Pipe and Water Main Skip Cruce and I attended a meeting with Roger Cain, Co. Engineer; Jim Tuomikoski and Clint Barker of Martin Paving; and Jerry Thomas, City Public Works Supt. at the CR512 field office at 9:30 AM yesterday. We discussed the following: A) INSTALLATION OF PIPE CROSSINGS 1) Regarding the Utility Pipe Crossings under the eastbound lanes of CR512, Martin Paving would be installing them. However, they were not going to pressure test them because they claimed testing their sections would be against the sections the City Public Works Dept. put in last year and Martin Paving didn't want to be responsible for any of those sections which may fail. 2) I suggested leaving the joints exposed on the pipe Martin Paving installed to visibly inspect for leaks on their portion only. This was mutually agreed to by Jim and Clint. 3) I suggested that the City could have Treasure Coast Contracting pressure check the water mains. They have their own test pump and assemblies. Jerry Thomas has two (2) assemblies we can borrow. Jim Tuomikoski wants to test four pipe crossings at a time. In this way, he can complete all of the testing in two stages. I will contact Treasure Coast Contracting about this. Page 1 of 3 Page 2 of 3 Feb. 28, 1995 Memo to CR512 File The testing will consist of 2 hours at 150 psi. Pressure will be maintained between 145 - 155 psi and the allowable leakage recorded. 4) Jerry Thomas agreed to load the pipe on the City trucks and haul to the CR512 job site. The ductile iron pipe for the job is presently being stored at the Filbert St. water treatment plant. Jerry would pick up the pipe on either Monday or Tuesday. Feb 27 or 28th. Skip will dummy lock the gate if he leaves the plant so Jerry can get in. 5) The one crossing at Fleming Street must be wet tapped into the existing 12" PVC C-900 water main within the CR512 right-of-way. Rich will call Treasure Coast Contracting to get a price quote to do the work. 6) Jerry Thomas said he would fill the pipe crossings under CR512 with water for the purpose of pressure testing. Martin Paving did not have a tank truck on the job. Jim said that his company would charge $35 per hour to do the job if Martin Paving supplied the truck. 7) Clint Barker said he hopes to have the crossing pipe ready for testing by Friday. March 3rd. B) CONFLICT BETWEEN STORMWATER PIPE AND WATER MAIN To the best of Roger Cain's knowledge, the only conflict encountered on the south side of CR512 between a water main and storm sewer line would be at the vicinity of the 48th RCP west of the Nu -Pack Convenience Store. The 12" PVC water main has to be lowered by 24". I stated that Jim Tuomikoski and I met at 11.30 AM on Friday, Feb 24th to discuss lowering 120 feet of 12" water pipe, cutting the 12" water main and lowering it, or installing a conflict manhole. Because the 48" RCP is so large, Roger ruled out the conflict manhole. Jim said he asked Treasure Coast Contracting for a price quote to lower the water main. Martin Paving didn't want to do the job themselves because their regular pipe crew was not on the job and were too busy at another project to come to Indian River County. Roger suggested installing a 6" bypass by wet tapping the line in two places so we could shut down the 12" water main while maintaining continuity of service. I told Roger that the distance between the main line valves was too great to accomplish this. A 6" line would have to cross the Fleming Street entrance to Food Lion. As a result, this idea was abandoned. Page 3 of 3 Feb. 28, 1995 Memo to CR 512 File A question was raised about who was paying for all this. I stated that the City's position in my opinion was that the County was paying for the utility line relocation. The line was located and shown on the plans. The County or its design engineer should take elevations to determine whether or not a conflict would exist. Appropriate action could be taken long before the conflict was found in the field when the contractor encountered it. Roger Cain said that the County is still looking for the City to pay for the conflict structure put in at the Sebastian Elementary School. I wrote a letter to Roger Cain expressing the City's opinion that the County should pay for this structure. Roger said that is still an issue but he didn't really want to discuss that issue at this time. It was decided that we would learn if Treasure Coast Contracting could lower the water main. If not, we could have them cut the pipe in accordance with the procedure I developed on Feb. 24, 1995 and gave to Jim. The pipe would have to be 18" below the invert of the 48" RCP and would have to have restrained joints. 450 Bends could be used. The pipe would have to be flushed at the nearest hydrant; and would have to be sampled for two consecutive days for bacteria before a boil water notice could be lifted. See the attached sheets dated 2/24/95 for details. I would contact Bio Services of Vero to arrange for them to take the tests. RBV:ab City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 11 FAX (407) 589-5570 October 20, 1994 Mr. Roger Cain, P.E. County Engineer Indian River County 1840 - 25th Street Vero Beach, FL 32960 RE: Conflict Structure over Water Main to the Sebastian Elementary School on County Road 512 Dear Mr. Cain: I received your letter of October 11, 1994, whereby you requested the City of Sebastian pay $2,250 for construction of the referenced conflict structure. During our August 9, 1994, meeting on site at the Sebastian Elementary School to discuss the conflict between the City's water main and the County's drainage pipe, we did not discuss whether or not the City would have to pay for the conflict structure. Naturally, I assumed that the County would pay for the structure, since the City's water main to the School was existing prior to the design of the County Road 512 improvements. The location and depth of the water main to the School should have been addressed at the time of the design, so the conflict structure could have been incorporated into the scope of the work. According to Ron Briskie, former GDU Sebastian Highlands plant supervisor, the water main was physically located by General Development Utilities as requested by Indian River County well in advance of the completion of the final design of the County Road 512 plans. Therefore, I do not feel that it is the responsibility of the City to pay for a conflict structure arising from an oversight in the design for the County Road 512 project. Sincerely, /�� PIRA Richard B. Votapka, P.E. Utilities Director cc: Joel Koford, Sebastian City Manager RBV/jw City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 11 FAX (407) 589-5570 October 20, 1994 Ilr. Roger Cain, F.E. County Engineer Indian River County 1^I40 - 35th Street Vero Beach, FL 32960 RE: Conflict Structure over slater Itain to the Sebastian Elementary School on County Road 512 Dear Ilr. Cain: I received your letter of October 11, 1994, whereby you requested the City of Sebastian pay $2,250 for construction of the referenced conflict structure. During our August 9, 1994, meeting on site at the Sebastian Elementary School to discuss the conflict between the City's water main and the County's drainage pipe, we did not discuss whether or not the City would have to pay for the conflict structure. Naturally, I assumed that the County would pay for the struct:.Lire. since the City's water main to the School. was existing prior to the design of the County Road 512 improvements. The location and depth of the water main to the School should have been addressed at the time of the design, so the conflict structure could have been incorporated into the scope of the worlt. According to Ron Briskie, former GDU Sebastian Highlands plant supervisor, the water main was physically located by GeDeral Development Utilities as requested by Indian River County well in advance of t:he completion of the final design of the Co.inr_y Road 512 plans. Therefore, I do not feel that it is the responsibility of the City to pay for a conflict structure arising from an oversight i.n the design for the County Road 5122 project. Sinr.erely, Richard B. Votapka, P.E. Utilities Director cc: Joel Koford, Sebastian City Manager RBV/jai City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 MEMORANDUM DATE: Feb. 28, 1995 T0; County Road 512 File / FROM: Richard B. Votapka, Utilities Director 'ea V SUBJECT: Work Proposed To Be Done By Treasure Coast Contracting On CR512 I called Larry Myers of Treasure Coast Contracting today in regard to the following; 1) Pressure testing eight (8) utility crossings under CR512 - - six 10" crossings - one 12" crossing - one 16" crossing Martin Paving will install the lines; the City Public Works Dept. will fill pipes with water; and Treasure Coast Contracting will pressure test pipes. 2) I told Larry that Clint Barker, Supt. of Martin Paving Co. wanted to test four (4) pipes this Friday and four (4) next week. Jerry Thomas had two (2) testing assemblies that Larry Myers could use. I told Larry that he could coordinate the work with Jerry Thomas. 3) A 10" x 12" tapping sleeve and valve would have to be done on the west side of CR512 and Fleming St.. The tap would be made in the existing right hand deceleration lane into the shopping center, but Larry did not have to repair the pavement as far as I know. 4) In lowering the water main in the vicinity of the 48" RCP west of the Nu Pack Convenience Store, I told Larry to notify me as soon as possible after he learns he has the job so I can notify the Press Journal & Sebastian Sun about a 4 hour water outage. 6A, March 2, 1995 Sebastian, River Area SGrant $Micco-little Hollywood $Barefoot Bay (Sebastian *Fellsmere *Roseland • Vero lake Estates East Highlands Area To Be Without'Water By LEIGH GLENN Press -Journal Staff Writer Sebastian officials are encour- aging residents and business peo- ple in the eastern section of the Sebastian Highlands to stock up on clean water before the week- end. Residents using city water will find their taps dry on Saturday between 9:30 a.m. and 2:30 p.m. as city crews move a water main. The areas affected include resi- dences south of County Road 512, east of Collier Creek, in and around South Wimbrow Drive (Units 14 and 15); the Chesser's Gap shopping area; commercial properties east of Collier Creek (Unit 12); Sebastian Elementary School and the Italian American Club, both north of C.A. 512. A 12 -inch main supplying water to those businesses and resi- dences will be lowered to make room for a 48 -inch drainage pipe into Collier Creek. The move must be done now to accommo- date road construction, Sebastian Utilities Director Richard Vo- tapka said. "It's a stormwater drainage pipe between the north and south sections of Collier Creek," he sai- d."It will provide flow from one section to the other section across County Road 512." Treasure Coast Contracting Inc. of Vero Beach is doing the work. While employees with the com- pany will try to make sure groundwater does not leak into the water main during construc- tion, customers should boll water for drinking and cooking for 72 hours after water is turned back on or until Tuesday at 3 p.m., Vo- tapka said. He will issue notices telling resi- dents when they no longer need to boil their water. City officials will send water samples to Bio Serv- ices of Vero Inc., to be tested. The tests must show there Is no bacte- ria present before water service can resume, Votapka said. When water is restored, it may appear reddish brown. The discol- oration happens when refilling and repressurizing the water main dislodge rust particles, Vo- tapka said. Once the flow stabi- lizes, the reddish -brown color should disappear. "It's a matter of flushing after- ward to clean up the system," he said."The water will appear clear again after a tertian number of days." The rust particles are not harm- ful. But if they are still present after Wednesday, residents should call the city's Utilities De- partment, 388-5357 or 388-5536. The water outage should be the last for the C.R. 512 expansion, Votapka said. "I really don't anticipate any other outage associated with up- coming phases," he said. Lowering the water main costs $7,800, but whether the city or the county will pay for the job has not been determined, Votapka said. BOARD OF COUNTY COMMISSIONERS 1840 25th Street, Vero Beach, Florida .72960 Telephone: (407) 567-8000 January 25, 1995 Mr. Bill Bell Martin Paving Company 2725 Industrial Blvd. Vero Beach, FL 32967 FLORI�P N� Subject: CR512 Asphalt and Substituting 1" FC -3 for the 2" Type S and Utility Plans Dear Mr. Bell: At our Monday meeting we discussed the substitution and elimination of the 2" of S-1 shown on the plans and substituting 1" of FC -3. We have discussed this with Mr. Westerman and also have reviewed the FDOT flexible pavement design manual and believe that in the interest of economy it is permissible to substitute the FC -3 friction course for the Type S-1 asphalt as we have bid items for both items in the plans. The substitution is to occur between Stations 37+02.69 CR512 Westbound to Station 43+62.19 Westbound CR512 on the south end and from Station 159+96.17 to Station 162+17.18 CR512 westbound lanes for the north end. Appropriate leveling shall be used to match grades at the points where the paved surfaces join, as directed by the project manager, Mr. Howard. Also, please find enclosed a set of utility installation plans that were originally done for the City of Sebastian Utility Department and As-Builts for the lines under the new C11512. As the city can not do this work due to their work load, we are looking for a price to determine if the county should go ahead and put those lines in at this time. Please see if you can get a per foot cost on this work so we can have an idea what the costs will be. t . � Page 2 Martin Paving Company January 25, 1995 Please be advised that the city has the materials already in hand to furnish to you. The county will allow existing CR512 to be open cut, but will require restoration to be at a minimum according to the right-of-way ordinance standard with 6" of 4000 pounds per square inch of concrete at the base level. If you ve ny questions,_please call me at 567-8000, extension 221. cerely Rdged D. Cain, P.E. County Engineer RDC:gfk Enclosures cc: James W. Davis, P.E., Public Works Director D.E. Howard, Jr., Manager, County Project Inspections Mike Dempsey, Martin Paving Company Rich Votapka, P.E., Utilities Director, City of Sebastian Joel Koford, Sebastian City Manager file cAW P60\GAILw 212495.RDC MA "r1JV MARTIN PAVING COMPANY 2725 INDUSTRIAL BOULEVARD VERO BEACH,FLORIVA 92967-1237 OPPICE: (407) 5628800 FAx:(407)$69.3488 February 28, 1995 Mr. Roger Cain, P.E. County Engineer Indian River County 1840 25th Street Vero Beach, Florida 32960 RE: County Road 512 Project Water Main Conflict Dear Mr. Cain, We propose to supply all labor, equipment, and materials to: Lower 12" water main two feet by installing D.S.P. "U" under the 48" R.C.P. storm line. All joints in the "U" connection will be restrained. 12" main will be restrained 50 feet each side from the 45 bend. Before assembly, chlorine will be added to pipe. Any bacteriological testing will be the responsibility of others. TOTAL $ 7,820.00 we would like to begin this work on Saturday March 4, 1995. We anticipate that the water service will be off for four (4) hours. Please advise as to acceptance of this proposal as soon as possible so that materials may be ordered and further delays to this project held to a minimum. Thank you. Sincerely, MARTIN PAVING COMPANY es Tuomikoski Supervisor CC: Richard Votopka, Utilities Director, City of Sebastian Dee Howard, Manager, Indian River County Projects Inspections Clint Barker, Project Superintendent TOTAL P.02 City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 DATE: February 22, 1995 TO: CR 512 File FROM: Richard B. Votapka, Utilities Director )0/ SUBJECT: Conflict of County Stormwater Pipe with City Water Main Pipe Clint Barker, Superintendent with Martin Paving, called me to report a conflict between the large diameter concrete drainage pipe to be installed in the County Road 512 right-of-way and our City water main. He said that our water main was approximately 6" too high and he wanted to know if we could lower it. I told him that because the City wanted to sell the water system to the County that the Utilities Dept. only had three (3) field personnel. There was not enough manpower nor equipment at Utilities to do the job if we wanted to. I'd have to contact a private contractor. However, I told Clint that our Dept. had encountered a similar experience before near the Sebastian Elementary School where a conflict was encountered between the water main and the drainage pipe. I told Roger Cain, County Engineer, that our personnel had located the pipe. It was the County's responsibility to dig down to the water main to take elevations. The elevations would have shown the engineer if the water main was in conflict with the design. I maintained the position as I did earlier that the City would not be responsible for the cost of depressing or relocating the water main or installing a conflict manhole. Ct;n+ &,rte✓ �hon� No . 5G -Z - 8800 geezer IJv. 854-3coo7 City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 M E M O R A N D U M DATE: January 14, 1994 TO: Richard Votapka, Utilities Director FROM: Daniel C. Eckis, Enginee® RE: Water Line Installation Under County Road 512 Manhour Projections and Costs According to your memo dated December 10, 1993 requesting the above information this memo will serve as an estimated projected cost for the installation of ten pipe crossings under the proposed County 512 Widening Project. It is anticipated that the installation will be done in phases beginning with the westbound lane. The waterline to be constructed to a point that would not endanger personnel or equipment from eastbound traffic or approximately twenty five to thirty feet from the existing edge of pavement. The entire installation is projected to encompass approximately twenty-six days at the most, but not less than twenty days. This installation will be done by the rear drainage crew comprised of three employees and with a backhoe operator. The employees are as follows; John Pratt, Brian Grsziak, and Cliff Jamison. - nAIJ 45S"9 16 Qln.S cis John Pratt eS"r, Heavy Equip Oper. $ 9.55` 80 hrs $ 764. Brian Grdz�ak Maint.Worker II $ 9.5580 hrs $ 764. Cliff Jamison Maint.Worker 111( $11.54 80 hrs $ 923.Case Hoe $35.00 80 hrs $2,800. ESTIMATED TOTAL $5,251 The equipment time rental for the case backhoe is typically charged at $35.00 per hour. The actual time spent on the project will be recorded and charged accordingly to the Utility Enterprise Fund. jk� XkL :! f. -50hr N'Ai , 7 '5c -5% 7,(o5}�iM4�•, c..,r •}So. ..e<) 'tf.3oo �a. r�a.1l, DCE/sg fnR _ 5 ( t fir (7fS ii.� — '..h"-cc1' / I u BOARD OF COUNTY COMMISSIONERS 1840 25th Street, Vero Beach, Florida 32960 Telephone: (407) 567-8000 October 11, 1994 Rich Votapka, P.E. Utilities Director City of Sebastian 1225 Main Street Sebastian, FL 32958 Subject: Conflict Structure County Road 512 for Sebastian Utilities - Invoice Dear Mr. Votapka: As you know the county constructed a conflict structure for the city's water main crossing CR512 for the elementary school. Attached is the change order agreed to for that work. We are requesting payment in the amount of $2,250.00 for this structure. If this request creates a budgetary problem we can make necessary arrangements to accommodate you. Please call me to discuss this if that is the case. We thank you for your cooperation, and if you have any questions, please call me at 567-8000, extension 221. S' erel , R er D. Cain, P.E. County Engineer RDC:gfk Attachment cc: James W. Davis, P.E., Public Works Director Joe Baird, Budget Director Joel Koford, Sebastian City Manager file C:\W P51\DATA94\5121011 A.RDC INDIAN RIVER COUNTY, FLORIDA COPY CHANGE ORDER NO. 1 PROJECT NO. 8612 & 9222 ACCOUNT NO: 101-153-541-067.38 & 101-153-541-067.39 PROJECT: COUNTY ROAD 512 CORRIDOR IMPROVEMENTS & CR512 & CR510 INTERSECTION IMPROVEMENTS CONTRACTOR NAME/ADDRESS: MARTIN PAVING COMPANY 2725 INDUSTRIAL BLVD VERO BEACH FL 32967 DATE: OCTOBER 7 1994 r ITEM NO. DESCRIPTION QUANTITY UNIT UNI .00 OF 1,110.00 CHANGE E 822.12 PRI( 430-982-341 N.E.S.(CAP)(481-CD) (+) 1 EA ACT 00 $4,125.00 $1,004.0 430-982-241 M.E.S.(CONC.PIPE) (-) 1 (48" CD EA $1,110.0 575-1 SODDING (+) 806 EA E 1.0; TOTAL INCREASE/DECREASE IN CONTRACT AMOUNT EXTRA WORK ADDED TO CONTR 800-1-1 FORCEMAIN TRENCH STABILIZATION 1 LS E4, 125. 800-2-1 SXEET PILING i REMOVAL MONITORING LS E 605. 800-3-1 CONFLICT STRUCTURE 1 LS 52,250.E TOTAL EXTRA WORK ADDED TO CONTRACT NET CHANGE IN CONTRACT AMOUNT ORIGINAL CONTRACT PRICE/TIME CURRENT CONTRACT PRICE/TIME NET CHANGE PRICE/TIME FROM THIS CHANGE ORDER NEW CONTRACT PRICE/TIME INCLUDING THIS CHANGE ORDER NEW CONTRACT COMPLETION DATE $ 2,744,920.12 $ 2,744,920 12 $ 7,696.12 $ 2,752,616.24 P 'E ;PRICE EASE;[D!ECR!EASE .00 1,110.00 E 822.12 $ 1,826.12 $1,110.00 ACT 00 $4,125.00 )0 )0 $ 605.00 $2,250.00 $6,980.00 57,696.12 N/A WORKING DAYS NLA WORKING DAYS 0 WORKING DAYS NLA_ WORKING DAYS �oPY PAGF 1 OF 2 PAGES INDIAN RIVER COUNTY, FLORIDA CHANGE ORDER NO. ONE PROJECT NO. 8612 6 9222 APPROVAL ENGINEERS RECOMMENDATION: I have examined t a ove changes. They are necessary to complete the Co act./ The price changes are reasonable and I the changes b mads. ' /j Engineer IDate CONTRACTORS APPROVAL: Cop)" satisfactorily recommend that I agree that the above changes in said Contract, in accordance with Specifications for the price changes shown, are satisfactory. Contractor ACCEPTED BY: C:\WP51\DATA94\CR512CO1.CON INDIAN RIVER COUNTY, FLORIDA CHAIRMAN W.V 0 PAGF I OF 2 PAGES Indian River County Approved Date Administration Budget Legal is Management /U' 3 Public Works / Engineering 5 City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 M MJRABDU;fit DATE: May 2, 1994 TO: Tim Smith, Engineering Department FROM: Richard B. Votapka, Utilities Director SUBJECT: Location of 12" Gate Valve and Tapping Sleeve for the Chesser's Gap Shopping Center at CR 512 and Fleming Street I have made the attached copy of a portion of a blueprint showing the water main connection for the Chesser's Gap Shopping Center. Ron Briskie, Plant Supervisor, knows the approximate location of the gate valve. While you are working on CR 512, could you please work with Ron in locating this valve for as -built purposes. Please reference it to the CR 512 stationing, as well as two physical landmarks. �Q-'C<' PCO 5QP'05 tv6z" O� QP°i� h 2 CS` oir Py AO 10 k 41 .ry I '2 ♦ � '� es STA 3+34 rg y�43 G / © y 90' D.I. BEND i ®S.S. MH. X10 ®7'9 TOP EL — 13.1 5 0% �/ N. INV — City of Sebastian POST OFFICE BOX 780127 c SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 DATE: October 8, 1993 TO: Kay O'Halloran, Acting City Clerk FROM: Richard Votapka, Utilities Director moi✓ SUBJECT: Water and Sewer Sleeves for the City of Sebastian to be Installed Under CR 512 Jim Davis, Indian River County Public Works Director, called me at 1:55 p.m. about the water and sewer sleeves I had requested to be installed under CR 512. He asked me if I had received a letter from Roger Cain, County Engineer. I told him that I had not. In fact, I had met with Wayne Westerman of L. Robert Kimball & Associates, engineers for CR 512, a couple of months ago (July 15, 1993) at his office in Vero Beach to determine the size, length, location, and elevation of the sleeves under CR 512. I was supposed to receive the drawings in a couple of weeks but never received anything. Jim then put Roger Cain and Wayne Westerman on the speaker phone. Roger said he thought he had sent me a letter but possibly was just thinking of sending me a letter and didn't. Jim Davis told me that Wayne Westerman of L. Robert Kimball & Associates (formerly Kimball -Lloyd and Associates) had estimated the installation cost to be $70,000.00 for all of the sleeves. Jim wanted to know how the City was going to pay the County for the installation. To my surprise at Jim's remarks, I informed Jim that I was unaware that the City had to pay for the cost of installation. Up until this conversation. I was under the impression since February that the installation of sleeves for utilities under CR 512 was to be included in the road project which was financed by County traffic impact fees. Jim Davis then said that the impact fees would not cover the sleeves because they were "Utility" sleeves. I told Jim that they were casing pipes, not actual water and sewer lines. He asked me if I still wanted the sleeves to be installed. I told him that I did because installing them in the ground now will be a lot cheaper than boring and jacking later or cutting the road when its completed. Besides, the County probably wouldn't allow the road to be cut. I told him that I did not have the funds for $70,000.00 sleeve installation in the budget and the budget has already been adopted. Jim said that payment for the sleeves could be deferred for a year or until a new budget is approved for 1994/1995. Page 2 of 2 October 8, 1993 Memo to Kay O'Halloran Jim Davis told me that when Indian River Blvd. was designed, the City of Vero Beach paid the engineering fees and installation fees for all the sleeves to be installed. Jim told me that the City would have to pay for the engineering for L. Robert Kimball & Associates as well. I wasn't aware of this either. Since I have been working with L. Robert Kimball on this project, the City has never been billed. Now, all of a sudden the City will be billed. The engineering supposedly would amount to approximately $3,000.00. I told Jim to write me a letter detailing the costs and I would discuss this with Kay O'Halloran, Acting City Manager and Marilyn Swichkow, Finance Director. I asked Jim how much time I had to make a decision to see where the City could find the necessary funds. Roger Cain said that possio-;, the bids for the work would be let in 60 days. Therefore, I had some time. Jim said that Wayne Westerman at L. Robert Kimball would be sending me a cost estimate for engineering next week. I told him that I would first like to see the drawings with the sleeves on them. However, Wayne said that the sleeves were never drafted on the plans. I told all of them just to send me their letters first and I'll discuss them with the Acting City Manager and the Finance Director before any decision would be forthcoming from the City to the County. Personally, I have the feeling that once the County Public Works Department had L. Robert Kimball estimate the cost of installation of the sleeves, the Department realized that it did not have enough money within its budget for CR 512 to do the job. Therefore, the County is now looking at the City to fund the entire cost of installation and engineering. Not once since February did anyone in the County or at L. Robert Kimball state that the City would have to install the sleeves at its expense; that the money would not come from the traffic impact fees paying for the CR 512 project. I mention February because Jim Davis, County Public Works Director, contacted me about installing sleeves under CR 512 when he learned that I had accepted the position of Utilities Director in Sebastian. Perhaps we should have a meeting with Mr. Chandler to discuss this particular matter as to why the City must fund the costs of the sleeves. JeWsleeves U.S. PIPE FIELD LOKO Gaskets Instant Joint Restraint Restrained joint pipe and fittings are used in pressurized ductile iron pipelines to prevent the joints of the line from separating due to thrust forces. Thrust forces generally occur at changes of direction in the line. Usually, a calculated length of pipe line extending from the location of a thrust force is restrained in the joints so that the soil surrounding the line can resist the force. The entire pipeline is often restrained for installations in poor soil or for critical lines. U.S. Pipe's FIELD LOK gasket is a unique restraining device that provides instant joint restraint for flinch through 12 -inch ductile iron TYTON JOINT® pipe and fittings. By simply insert- ing a FIELD LOK gasket into the socket, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LOK gasket grip the pipe to prevent joint separation. FIELD LOK gaskets are listed by Underwriters Laboratories for 250 psi operating pressure. TYTON JOINT pipe and fittings restrained with FIELD LOK gaskets are approved by Factory Mutual for 200 psi operating pressures. (Factory Mutual requires qualification tests at four times the rated pressure.) With the use of the FIELD LOK gasket, push -on joint ductile iron TYTON® pipe or fittings can be quickly and securely restrained as the joint is assembled. Field cut pipe are no longer a problem to restrain. No pipe surface preparation or grooving is required for field cut pipe. With the FIELD LOK gasket in place, the joints are restrained without thrust blocks, bolts, grooves, rods, clamps, or retainer glands, resulting in savings of labor, material, and time. The end of field cut pipe must be beveled as required for any push -on joint pipe. The FIELD LOK gasket has proven r to be an extremely successful, trouble- free means of joint restraint for hundreds of thousands of ductile iron pipe and fitting joint assemblies across ra merica. FIELD LOK®, TYTON® TYTON JONr and TR FLEX® are registered trademarks of U.S. Pipe & Foundry Company. FIELD LOK Gaskets are covered by U.S. PATENT NUMBER 3963298 Note: If specifiers and users believe that corrosive soils will be encountered where our products are to be installed, please refer to ANSI/AW WA C1051A21.5 'Polyethylene Encasement for Ductile Iron Piping for Water and Other Liquids", for proper external protection procedures. 4.42 FL -1 C N, 19 (C ,C ASSEMBLY It is important that the inside of the socket, the gasket, and the pipe spigot end be kept clean throughout the assembly of the joint to ensure leak -free joints. Figure 1 Retainer Seat Bell Face Retaining Heel Gasket Seat Bottom of Socket Stripes Pipe Spigot TYTON® Pipe Joint assembled with a FIELD LOK Gasket. Figure 2 Loop the gasket for insertion. Figure 4 © Place the gasket into the socket with the heel of the gasket in the retainer seat of the socket. Figure 3 Stainless Steel Locking Segment _ Sealing Bulb Make the loop between the locking segments to prevent damage to the rubber to metal bond. Figure 5 Seat the gasket evenly around the inside of the socket with the heel of the gasket fitted snugly in the retainer seat. FL -2 443 ASSEMBLY [Continued] Apply a thin film of TYTON JOINT® lubricant to the exposed surface of the gasket that will come into contact with the entering pipe spigot end. Only MON JOINT lubricant should be used. For field cut pipe (or any pipe without a bevel) bevel the outside of the cut end about 1/4 inch at an angle of about 30 degrees and round the leading edge. I igui c v 11 P19Assembly Size Location of Mark Maximum? Joint Deflection in Degrees Deflection in Inches App�mcivute Radius in Feet of Curve Produced by Succession of joints >e n. la R. Length Length 19 205 4 23/4 50 6 215/16 50 19 205 8 31/4 50 19 205 10 35/16 50 19 205 12 35/16 50 19 205 Qean the last 6 or 7 inches of the end of the pipe. Make an assembly mark on field cut pipe at the distance shown in the table. Fioum 9 Apply a thin film of lubricant to the outside of the spigot end for a distance of about 1 inch back from the end. 4-44 ' The pipe to be installed must be kept m straight alignment with the previously installed pipe or fitting during assembly. Joint deflection may be made upon completion of the assembly. Figure 10 Insert the end of the pipe into the socket until it contacts the gasket. Keep the pipe in alignment during assembly. FL -3 E C` E Fmurre 11 Assemble the joint until the inside edge of the first painted stripe (or the assembly mark) is flush with the bell face. Attempt to pull the joint apart to ensure that the joint is properly restrained. NC TE: If the pipe is inserted too far into the socket it will not be possible to fully deflect the joint. After the assembly, the joint may be deflected up to 5 degrees. A 5 -degree deflection will give an offset of 19 inches or a radius of curvature of 205 feet with 1&foot pipe lengths. A feeler gage can be inserted into the socket to verify the proper installation of the joint (or to determine if the joint has been assembled with a FIELD LOK gasket). Special Notes Regarding the Use of FIELD LOK® Gaskets 1. Do not use FIELD LOK Gaskets to provide electrical joint conductivity for thawing purposes. Such use may damage the gaskets. 2. Use FIELD LOK Gaskets only in push -on joints which have the trademark TYTON® or TYTON JOINIO. Use in other joints may result in joint separation. 3. Do not use FIELD LOK Gaskets with corroded pipe. 4. Do not use FIELD LOK Gaskets with gray iron pipe or fittings nor with plastic pipe or fittings. 5. Always make sure that the gasket is properly placed in the socket with the bulb or thickest portion of the gasket being deepest in the socket. FLA 6. Do not reuse FIELD LOK gaskets. 7. Do not use FIELD LOK gaskets with TYTON plugs since it is not possible to remove the plug after the joint is assembled. S. Although disassembly of joints restrained with FIELD LOK gasket is possible, the use of TR FLEX® pipe and fittings is recom- mended if disassembly of the joints is planned or anticipated. 9. If ma)dmum joint deflection is necessary, do not push the pipe to the bottom of the socket. 10. Contact a U.S. Pipe marketing represen- tative for assistance in calculation of the re- quired length of pipe to restrain at thrust locations such as fittings or deadends. 445 FIELD LOK® Gasket Assembly Tools a 1 Gni iro 1A G Hp IvIUWu uic yUac .ci.Lu uLc vcu va uic uuwucu rirc �a fitting and secure with the chain. Fgum 16 Draw the spigot into the socket by turning the crank nuts with the crank handles. Take care to exert an even pull on each crank handle to prevent uneven entry. After full assembly of the spigot into the socket, the crank handles should be pushed in the opposite direction to lock the joint. 4-46 FL -5 I• Ii1 Gnl iro tri A --Crank Handles B—Pipe Clamp C --Yoke D --Crank Nuts E --Yoke Side Bars F --Lift Handle G --Chain H --Crank Nut Arms � r,rc u..i F .v .c�Y uic e.rc .'i Fw.' tion the clamp with the crank nut arms facing the bell so that the knobs can be inserted into the holes of the yoke side bars. Tighten the damp to the pipe. [A. DISASSEMBLY While wearing gloves to protect hands, insert an extractor shim into the carrying anvil (slotted and curved steel block) and apply lubricant over the leading edge of the shim. Commencing at the bottom of the joint, drive the shim under the gasket by striking the anvil. Pry the anvil off the shim and insert a new shim. Figure 19 Attach the yoke and the pipe clamp as described for assembly except position the crank nut arms pointing away from the bell face. A, FL -6 Continue driving shims under the gasket around the whole circumference of the joint. Keep the gap between the shims to a minimum. Insert the final shim so that it is overlapped by the shims on either side. Figure 20 Push the spigot out of the socket by turning the crank nuts with the crank handles. Push the handles lightly, alter- nating from side to side, until the joint is disassembled. Re -use of the gasket is not recommended. W93A United States Pipe & Foundry Company GENERAL OFFICE/P0. BOX 10406/BIRMINGHAM, ALABAMA 35202 New ideas are flowing at U.S. Pipe. 02-005043 4-48 rA BULK RATE U. S. POSTAGE PAID Birmingham. AL Permit No. 1265 City of Sebastian 1225 MAIN STREET c SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 M E M O R A N D U M DATE: January 27, 1994 TO: Mr. Richard Votapka, Utilities Director FROM: Daniel C. Eckis, City Enginee3(p RE: Water Line Installation - County Road 512 In a telephone conversation with the County's consultant, Wayne Westerman, for the above referenced project, he was able to clarify that the City would be able to begin installation of the water lines prior to the commencement of the road improvements. He suggested that a meeting with Roger Cain to keep him informed of the City's activities such as the commencement and completion dates. Wayne indicated that the proposed locations did not conflict with any improvements or structures that the County would be installing and therefore, he felt that this would not pose a problem. Therefore, I am requesting that the materials be ordered, which will require City Council approval if over $2,000. I would request that the cost be determined and sent to the City Council Meeting of February 9, 1994, so that we may begin installation in March, which following approval should allow ample time to order the materials and have them delivered. cc: Kathryn M. O'Halloran, Acting City Manager /sg CITY OF SEBASTIAN UTILITIES DEPARTMENT DATE: January 31, 1994 TIME: 3:00 p.m. [ ] CONFERENCE WITH [x ] TELEPHONE CONFERENCE WITH Steve at Davis Meter & Supply Co. SUBJECT: Ductile Iron Pipe for County Road 512 Crossings RESUME OF CONVERSATION: I called Steve to obtain information verifying that the 10", 12", and 16" ductile iron pipe prices he gave me on November 30, 1993, were on the Indian River County bid list. I had to have backup information to present for Council approval on February 9th. I told Steve that I had just obtained a copy of the annual bid for utilities materials from the Indian River County purchasing department and couldn't find those sizes on it. I asked if the original prices he quoted were based on bids since the City can piggy back on them. Steve said "No, they were just prices for pipe that Davis Meter would sell to the City". I asked if he had any other municipalities whose bid would show prices of the required pipe sizes and he said "No, I'd have to call the pipe manufacturers". ORIGINATED BY:h�-.( COPY TO: mesa/i[anviGe CITY COCOR PURCH/WHSE TEL:407-639-7540 CITY OF COCOA CIT, Purchasing/Warehouse Dept 155 North Wilson Avenue �\ Cocoa, FL 32922 TO: TO: CIT, PURCHASING DEPT. 407-636-7541 McCue, Dir 63 1993 IWATER MAIN MATERIALS 11:00 aln 295 LYMAN ROAD FL 32707 407 I E331 -3D10 I candy that lens Old ts made wirhoul Phar undont"norng, agreement' or connBclion wren any carOorerien. firm or person 5-trNwng a Did to, me deme mllftih s, suPPlieSl- or egUlpmem. and N in all /"peers lair and with WI collawPn or fraud. I agree m abide by as conditions of this bld end coniry that f em aulhonzed to elgn,ba bid for rhe biddec ow In submlding O bid to the Cay Of C- the bldder Oasis and agrees Ther it Inc bid Is O.,,,d. At, bidder will -aft BY. sell. esOgn or dansre, to the COcoo eft rights. tioe, end Interest in and m all Wits a of BVIDn rr me, now or hereon., ecoulm under me Anti-trust bws of he United States and rhe SMIO Of FIE108 101 Phe" romp raMling to me pNeubr wmaKc jr e. of ",nes. purchased a, acoUlred by Ina City or Coe.. At Ine Ciry's drfi l01Mn. sue, A g,men, shall be made and become edecllv9 at bene that Grp tenders rine) paymdbl to me Diaper. Feb 03 94 10:58 No.001 P.01 DATE: F PAGES: �_ A FROM: TAMMY x Phone: (407) 639-7544 FAX : (407) 639-7540 INVITATION TO BID Bidder Acknowledgement ID NUMBERi I BID SUBMITTAL --,I AN, Ilene: 93-21 Apr 16, 93 10:30 am lurch Conf Room iF RETURNING AS A "NO BID.' 63-0568715 BIDS RECEIVED AFTER ABOVE DATE AND TIME WILL NOT BE ACCEPTED THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID. GENERAL CONDITIONS 1. SUBMISSION OF BIOS: All bldalpmpotalS Shall be submitted In a.aaL 7 PRICING.: Finn priced shell be bid and Include FOB DESTINATION, all handling, shipping charges and delivery to any point Mthin me ed envelope Tne bid/prowsel number, ,Idea end opening dale shall be In the tell hand earner of 1n, Saabs packing• cityof Co... to a eebufe area or Inside delivery. clearly displayed on loft ..,aide envelope. The delivery OI the said btdlproposal to ]no City of CO-- Pur• epeeliled Submittal date end time is solely S. ADDITIONAL TERMS 6 CONDITIONS: The City of Cocoa 1019NOB the eh-Inp Depanmem prior to Ina .triWly the ra.l .n, IIIly of the .10der. Any Oldlpr.po561 I a91v.P right 10 reject bide containin additional forma or con0111ona not and In the Purchasing Depanmahl Offer me specili-d data end time will not specifically requested in the original specifications. be ....cited. O. TA%ES: Gly of Cocoa Is eaempt from Federal Taxes and 2. "SeunON OF BIDyPROPOSAL: Bldlpmp.eal must =main a manu9l 0017xcise all Bales teras. Ina City of Cocoa tea number is pa.00p,Td4/5. lax N9n9Me a OUlhonzed fIDTOeentallvs 1U the f anted D ink... t perprtr poem, must be Wood or primed In ink. Use of ink IT pertnll• All ust Ovinitialed. ted. All an..jahs made by bidder a eppoarid llnsihaesDaea/s) p evd d. pany name aha F.E.I.D. number On I0 6naIlCbOe conalOored fin dete,mininp iia bwvs nal boll fortheDid m,-lu-- Ilan purposes a. BID OPENING: Sidlpropual opening shell ba Public on the data eAd time specified. BlderproD09ole must be aubmined on forms or eancl copy it. MEETS SPECIFICATIONS: All equipment dna m...rles lumishe. ro Inertial. provided by the City of Cocoa. No other farms will be aDTa• eau the opening. No bidlPrepo Y Under these epocilicetan. shall be new, the 161091 model In current pre- duction, and Shell be Of good quality, workmsnahip and material. The No blmpropovu may be m.dified No 00 whhdrswn arra, opening for a period of Sixty (00) days .b1e99 -In-" bidder rapreeems M61 all equipment ollervi under this spaelflcebon shah the minlm.m requlremanb specified. D011very apeW110c, wise specified. meet or..coed ll.n, Shall De .16aly adhere111o. a. BID TABULATION: Any bldder nam n9 to reealve a copy Of the bidipru ,..at 1,OUlalloh Is required to enclose a s911•100reeead .n"10PS Iden• I2 BRANO NAMES: If Items call lot by this Initiation have been lo9nlriled plied In IBB hrfl hand corner bld/PtOPOS0I tabulation response. in the dpacllleallons by a "Brand Name OR EOUAL" 0-0crlpllbn. such Is Intended to be deaulptNe, but not featrliahib. One Is 10 a CLARIFICATIONICORRECTION OF BIO ENTRY. The City of Ca... lot the olontleallon OI questionable enures and Idamlflrndon in0lcale the quality and Chvau,.fiWj" of p,,quae that will be scoop- .11.1119 "equal' Products will be considered for reeerves IM right ra allow for the correction of OBVIOUS MISTAKES. table. BldW,.PO.ale aware li Such proO... aro daady Identified In the bicUPE.coeal and are fully Ina salient ehv1Kn011ali. G. INTERPRETATION: Any questions concerning conditions SAO eP.el 'i... delermined by the City of Cows to meet requir anlonte listed In the epeelflcpllone. ,Ione eh611 es directed to the Os61gna,ed ou,v. Tn.sd In.erpteterlone v61 outme Oi Ihla bl.lproppeel will fur• whish may affect Iho eenwco Umees A" bidder clevry laid. In his bid mel he b Driving an "Squat" o nbhed In wrhlrle to WI proope.liva bidders. No k Witheavion Mall bS Inn• In willing by the deeignoled I Y*r Of ,Asa., Ne bid/proposedshay ba conalderad as adoring the acme brand maw" bind1.9 unless PrwiOed Product rol..nood 1. me epedlleallons. the City Or Doeca. SEE REVERSE SIDE 0 in N i rn M lD M1- 0 Q J w LL] x U U d Cr O U O U } H H U HID TABULATION SHEET .. t i , a 1001 lteno am SHEET 2 OF 2 HID/ 93-21 WATER MAIN MATERIALS SECTION TOTALS ADJUSTMENTS / VENDOR/CONTRACTOR DEL DAYS PEC STMT DF CENT Section I Section II Section III Section IV Alt Sect IV 1,11,111, IV A1tIIVII, Steve Hemingway SOUTHEASTERN MUNICIPAL SUPPLY 295 Lyman Road Casselberry, FL 32707 7 - 15 Yee Yee 70,083.70 44,737.15 92,479.00 247,626.09 201047.67 1,000.00 1,500.0 8 14 - 42 Yee Yee NO BID 46,471.85 45,376.21 256,973.46 NO BID 0 •�. C.R. Langston0 U.S. PIPE G FOUNDRY CO P.O. Box 10406 Blrmingham, AL 35202 WINDDSTRIAL CO 837-A N Cocoa Boulevard Cocoa, FL 32922 NO BID NO BID NO BID NO BID NO BID 0 0 10 NO BID NO BID NO BID NO BID NO BID 0 0 11 DGS INDUSTRIAL PLASTICS, INC 4191 112th Terrace N Clearwater, FL 34622 NO BID NO BID NO BID NO BID NO BID 0 0 12 • JASCO UNDERGROUND OONT 7676 Jean Boulevard Ft Myers, FL 33912-9810 FF/93-21 CITY COCOA P_URCHiWHSE TEL:407-639-7540 Feb /03 94 11:00 No.001 P.03 BID FORM MATERIALS FOR WELLFIELD MAIN AND WICRBAM RD. PROJECTS CITY OF COCOA BID #93-21 Proposal of SOUTHEASTERN MUNICIPAL SUPPLY COMPANY (Name) 295 LYMAN ROAD, CASSELBERRY, FL 32707 (Address) to provide the City of Cocoa with water main materials. The City of Cocoa is located in central Brevard County on the east coast of Florida. TO: Purchasing Director City of Cocoa 155 North Wilson Avenue Cocoa, FL 32922 Gentlemen: The undersigned BIDDER has carefully examined the Contract Documents, and is familiar with the nature and extent of the service required. The undersigned agrees to perform the requested service, in the manner prescribed therin, in accordance with the Contract Documents, for the prices stated in the space herein provided. The BIDDER identifies the costs to be summarized below (see Specifications): EST. UNIT QTY. PRICE COST SECTION I: PVC PIPE 12" PVC DR18 4433 LF :510" PVC DR18 4392 LF 8" PVC DR18 5323 LF 6" PVC DR18 323 LF , F M" 2" PVC DR21 50 LF •2 TOTAL FOR SECTION 1: SECTION II: DUCTILE IRON PIPE 16" DIP Class 350 2500 LF 12" DIP Class 350 120 LF 10" DIY Class 350 40 LF B" DIP Class 350 125 LF 15- sTOTAL TOTALFOR SECTION II: BF -1 CITY COCOR PURCH/WHSE TEL:407-639-7540 Feb 03 94 11:00 No.001 P.04 EST. UNIT OTY. PRICE COST SECTION III: VALVES, FITTINGS, AND OTHER MATERIALS 16" MJ butterfly with accessories 12 ea. 16" MJ tapping gate 1 ea. 12" MJ butterfly with accessories 3 ea. 12" MJ gate 3 ea. 12" MJ tapping gate 6 ea. 10" MJ gate 3 ea. 10" MJ tapping gate 1 ea. 8" MJ gate 9 ea. 8" MJ tapping gate 4 ea. 6" MJ gate 6 ea. 6" MJ gate with accessories 7 ea. 6" MJ tapping gate 2 ea. 2" ball 1 ea. 16" MJ cross with accessories 2 ea. 16" x 8" MJ cross with accessories 1 ea. 16" x 16" MJ tee with accessories 1 ea. 16" x 12" MJ tee with accessories 2 ea. 16" x 12" MJ tee 1 ea. 16" x 10" MJ tee with accessories 2 ea. 16" x 8" MJ tee with accessories 3 ea. 16" x 6" MJ tee with accessories 2 ea. 12" x 12" MJ tee 1 ea. 12" x 8" MJ tee 1 ea. 12" x 6" MJ tee 3 ea. 12" x 6" MJ tee with accessories 1 ea. 16" x 6" MJ swivel tee with accessories 1 ea. 12" x 6" MJ swivel tee 3 ea. 10" x 6" MJ swivel tee 2 ea. 8" x 6" MJ swivel tee 2 ea. 12" x 2" MJ tapped cap 5 ea. 8" MJ cap 1 ea. •8" MJ plug 1 ea. •6" x 2" MJ tapped plug 6 ea. 6" MJ plug 1 ea. 12" x 2" MJ tapped cap 5 ea. 10" x 2" MJ tapped cap 3 ea. 8" x 2" MJ tapped cap 4 ea. 6" x 2" MJ tapped cap with accessories 3 ea. 16" MJ x 12" PE reducer 2 ea. 16" MJ x 8" MJ reducer with accessories 2 ea. 12" PE x 8" MJ reducer 1 ea. 12" MJ x 8" MJ reducer 1 ea. 10" PE x 8" MJ reducer 1 ea. 16" MJ 90 bend with accessories 4 ea. 8" MJ 90 bend 2 ea. 6" MJ 90 bend 2 ea. 16" MJ 45 bend with accessories 10 ea. 12" MJ 45 bend 11 ea. BF -2 City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 SUBJECT: Installation of 8 Utility Crossings Under County Road 512 Approval for Submittal By: City Manager: Agenda No. Dept. of Origin Utilities Utilities Director'' w•// Date Submitted: February 16, 1994 For Agenda Of: February 23, 1994 Exhibits: See Attached Sheet for Exhibits EXPENDITURE AMOUNT APPROPRIATION REQUIRED: BUDGETED: REQUIRED: $33,850 SUMMARY STATEMENT The City Utilities Department has been working with Indian River County lince March, 1993 to have potable water main, sewage force main, an re -use water main pipe installed under County Road 512 prior to c nstruction of the road. Once an estimate of $70,000 was furnished to the County by its consultant, Kimball -Lloyd and Associates, to have the contractor for CR512 install the pipe, the County informed the City's Utilities Department that the City would have to pay for the installation. The County stated that since the pipes were for utility crossings, traffic impact fees were not applicable for funding such installations. Dan Eckis volunteered the City's Public Works Department to provide the labor and equipment to install the pipe in March, 1994, if the Utilities Department would purchase the pipe and pressure test it. The Utilities Enterprise Fund will reimburse to the City's General Fund for the actual charges incurred by Public Works for the installation. The large pipe diameter is to be procured by "piggybacking" the 1993 utility bid prices from St. Lucie County, Indian River County, and Orange County bids. These Counties order large quantities of materials at a time, and therefore, the bid prices would most probably be considerably less than if Sebastian received bids for the small amount of material it needs. All backup data accompanies this request. There is $1,172.00 worth of items not found on the bid ordered separately via purchase order, Page 2 of 2 February 16, 1993 Agenda Request Re: CR 512 Utility Crossings that can be since the total amount is under $2,000.00. The total material costs are $22,673.00. The estimated labor costs for Public Works to perform the work are $8,100.00 (wages and benefits). Total projected costs for installation of the pipe crossings is $30,773.00. Adding a 10% contingency of $3,077, the total projected cost is $33,850, which is less than half of the original estimated costs for installation by a contractor installing crossings for Indian River County. RECOMMENDED ACTION Move to waive bidding procedures to piggyback from other County bids and to authorize the City Public Works Department to perform the installation of the City's pipe crossings under CR 512 and the Utilities Department to purchase the pipe and related pipe materials for $33,850.00. EXHIBIT LIST February 16, 1993 Agenda Request Re: CR 512 Utility Crossings January 14, 1994 Memo from Dan Eckis, Engineer Estimated Labor Charges for Public Works Department Davis Meter Price Estimate (2 pages) St. Lucie County Bid Information Orange County Bid Information Indian River County Bid Information DATE: TO: FROM: RE: City of Sebastian 1225 MAIN STREET a SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 13 FAX (407) 589-5570 M E M O R A N D U M January 14, 1994 Richard Votapka, Daniel C. Eckis, Utilities Director Engineeg Water Line Installation Under County Road 512 Manhour Projections and Costs According to your memo dated December 10, 1993 requesting the above information this memo will serve as an estimated projected cost for the installation of ten pipe crossings under the proposed County 512 Widening Project. It is anticipated that the installation will be done in phases beginning with the westbound lane. The waterline to be constructed to a point that would not endanger personnel or equipment from eastbound traffic or approximately twenty five to thirty feet from the existing edge of pavement. The entire installation is projected to encompass approximately twenty-six days at the most, but not less than twenty days. This installation will be done by the rear drainage crew comprised of three employees and with a backhoe operator. The employees are as follows; John Pratt, Brian Grsziak, and Cliff Jamison. John Pratt Heavy Equip Oper. $ 9.55 80 hrs $ 764. Brian Grsziak Maint.Worker II $ 9.55 80 hrs $ 764. Cliff Jamison Maint.Worker III $11.54 80 hrs $ 923. Case Hoe $35.00 80 hrs $2,800. ESTIMATED TOTAL $5,251 The equipment time rental for the case backhoe is typically charged at $35.00 per hour. The actual time spent on the project will be recorded and charged accordingly to the Utility Enterprise Fund. DCE/sg ESTIMATED LABOR CHARGES BY THE SEBASTIAN DEPARTMENT OF PUBLIC WORKS FOR INSTALLATION OF 8 UTILITY PIPE CROSSINGS UNDER COUNTY ROAD 512 (26 DAYS = 208 HOURS) GROSS FICA & HEALTH TOTAL WAGES WAGES RETIREX ENT MEDICARE INSURANCE & BENEFITS PRATT $1,986.40 $99.32 $151.95 $300.00 $2,537.67 GRESIAH $1,986.40 $99.32 $151.95 $300.00 $2,537.67 JANIISON $2,400.32 $120.01 $183.62 $300.00 $3M3.95 TOTAL $8,079.29 Round To $8,100.00 February 16, 1994 PAGE 1 11 -Feb -94 DAVIS METER AND SUPPLY COMPANY 7300 HAVERHILL ROAD WEST PALM BEACH, FL 33407 PHONE: 800-435-7659 CAMERON'S FAX: 407-569-9155 WPB FAX: 407-848-6430 SALESMAN: CAMERON MAYS TERMS: NET 30 CUSTOMER: CITY OF SEBASTIAN JOB NAME: DIP ROAD CROSSINGS QUANTITY ITEM UNIT PRICE EXTENDED PRINTED 11 -Feb -94 DUCTILE IRON PIPE FROM ST LUCIE CO. BID 918 10" TYTON JOINT DUCTILE IRON PIPE 10.46 9602.28 144 12" TYTON JOINT DUCTILE IRON PIPE 13.27 1910.88 144 16" TYTON JOINT DUCTILE IRON PIPE 19.91 2867.04 MATERIAL OFF IRC & ORANGE CO. BID 5 10 X 2 MJ CAP 49.00 245.00 1 12 X 2 MJ CAP 58.00 58.00 5 10" MEGALUGS FOR DIP 32.50 162.50 1 12" MEGALUGS FOR DIP 47.40 47.40 1 16" MEGALUGS FOR DIP 86.60 86.60 5 10" MJ GASKETS 1.60 8.00 1 12" MJ GASKETS 3.00 3.00 1 16" MJ GASKETS 5.00 5.00 48 3/4" X 4" T -HEAD B&N 1.75 84.00 12 3/4" X 4 1/2" T -HEAD B&N 1.75 21.00 50 10" BELL RESTRAINERS 85.50 4275.00 7 12" BELL RESTRAINERS 93.60 655.20 7 16" BELL RESTRAINERS 210.10 1470.70 TOTAL- 21501.60 PRINTED 11 -Feb -94 PAGE 2 11 -Feb -94 DAVIS METER AND SUPPLY COMPANY 7300 HAVERHILL ROAD WEST PALM BEACH, FL 33407 PHONE: 800-435-7659 CAMERON'S FAB: 407-569-9155 WPB FAB: 407-848-6430 SALESMAN: CAMERON MAYS TERMS: NET 30 CUSTOMER: CITY OF SEBASTIAN JOB NAME: DIP ROAD CROSSINGS QUANTITY ITEM UNIT PRICE EXTENDED xxxx*xxx*wxxwxxx**xxx**txx*xxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx PRINTED 11 -Feb -94 0.35 HISC MATERIAL 1200 10"-12" POLY WRAP 300 16" POLY WRAP 2 POLY TAPE 5 10" TYTON PLUG 1 12" TYTON PLUG 1 16" TYTON PLUG PRINTED 11 -Feb -94 0.35 420.00 0.43 129.00 7.50 15.00 71.00 355.00 84.00 84.00 169.00 169.00 TOTAL- 1172.00 " AGREEMENT THIS AGREEMENT, made this 6VI day of ( 0 LUCIE COUNTY, a Political Subdivision of 1993, by and between ST. the State of Florida, hereinafter called the "COUNTY", and DAVIS METER AND SUPPLY CO., or its successors, executors, administrators, and assigns hereinafter called the "VENDOR": WITNESSETH. 1. PURPOSE That Vendor agrees with County that pursuant to the terms and conditions of this Agreement and the "Invitation to Bid - Bid No. 93-28", attached hereto and made a part hereof as Exhibit "A", Vendor shall sell and the County shall buy certain herein described supplies and materials at the unit prices and generally in the quantities as set forth and described in groups numbers 1,2,3,5,7 and 8 of the Vendor's "Bid Form", attached hereto and made a part hereof as Exhibit "B". Quantities stated in Exhibit "B" are for Vendor's guidance only and no guarantee is given or implied by the County as to what quantities will be ordered by the County during the term of this Agreement. The County expressly reserves the right to increase or decrease the quantities set forth in Exhibit "B" to meet additional or reduced requirements of the County. 2. SPECIFICATIONS All supplies and materials provided to the County by the Vendor under this Agreement shall comply with the "Material Specifications for Utility Parts and Supplies" attached hereto and made a part hereof as Exhibit "C". 3. DELIVERY AND PAYMENT TO VENDOR Vendor shall deliver all parts and supplies under this Agreement as set forth in Exhibit C. The County shall make payment to the Vendor within thirty (30) days of the date of receipt and acceptance by the County of an invoice for the delivery. Payment to the vendor shall be based on the unit prices set forth in Exhibit B. 4. CONTACT PERSONS The Contact Person for the County is Gary Freeman at (407) 871-5403. The Contact Person for the Vendor is Cameron Mays at (407) 863-8292. The parties shall direct all matters arising in connection with the performance of this Agreement, other than invoices and notices, to the attention of the Contact Person for attempted resolution or action. The Cont,:t.ct Persuns shall be responsible— overall resolution or action. The Contact Persons shall be responsible for overall coordination and oversight relating to the performance of this Agreement. 5• WARRANTY Vendor shall warrant all parts and supplies delivered under this Agreement to be free from any and all defects for a period of one year from the d�te of delivery to the County. Service calls and M 2• PTPF. Q LV. A. DUCTILE IRON - CLASS 51, SLIP JOINT, CEMENT LINED SUB TOTAI. z)o 9.1'0 7 9G.So 7. SO / z. o 7/ 6. 76 2 2 Y 7. if Y L o.2 B. 9 0q. Bo 5/0, 750.00 b C. PVC - SIZE 4" = 150' X /./7 = 1/2 6" = 350' x 7 = 3/4" 8" = 350' x Y.o9 q-I'L /weeK 10" 150' X S.56 = I G 3 weeKl 12" 250' x?.t7 S, 2 0 = 14 �� `iweeK 14" = 72' x 7 , $o = 2" 16" = 36' x /o _ 3" 24" = 72' X ?/•22 36" = 72' XS91y = D. POLYETHYLENE TUBING - 200 PSI SUB TOTAL, B. C-900 - SDR 18, FL 150 SUB TOTAI. z)o 9.1'0 7 9G.So 7. SO / z. o 7/ 6. 76 2 2 Y 7. if Y L o.2 B. 9 0q. Bo 5/0, 750.00 b C. PVC - SIZE 4" = 500' X /./7 = 1/2 6" = 2000' x = Z Y. OD 3/4" 8" = 2000' x Y.o9 q-I'L /weeK 10" _ .500' x S.56 = I G 3 weeKl 12„ = 2000' x S, 2 0 = 14 = 100' X 7 , $o = 2" 16" = 100' x /o _ 3" 24" = 100' X .7 36" = 100' x 3 .73 = SUB TOTAI. z)o 9.1'0 7 9G.So 7. SO / z. o 7/ 6. 76 2 2 Y 7. if Y L o.2 B. 9 0q. Bo 5/0, 750.00 b C. PVC - SIZE SCHEDULE 40 k QUANTITY -HNTT ARTrF FXT PRTr 1/2 = 300' X .013 = Z Y. OD 3/4" = 500' x /5 = 7S.00 I_ W eeK 1" = 1000' x to = 2 Co. po 1-1/4" = 100' x = Qp 300' x .29 = y o0 2" = 500' x = /50.00 3" = 200' X l _ / 1 V, o0 SUB TOTAL 70�.00 D. POLYETHYLENE TUBING - 200 PSI SSZF. k Of1ANTITY UNIT PRICK FYTgo �— Ween 3/4 = 500' x fib - CprF 1" = 15,000' xZS" _ _37Sv.Ob 1-1/2" = 300' X 2 = / Op 2" = 2500' X = 2,2 15,00 ' SUB TOTAL l� 00 t TOTAL GROUP 2 /(yZ S7 (DT' is 4078485430 DAVIS METER. WEST PLM 988 P01 OCT 28 '93 15:01 .10/28/93 15!56 V1 407 290 8849 Davis Meter 451 IM081 October 13, 1993 Davis Meter & Supply Company 3337 Old Winter Garden Road Orlando, FL 32805 OCT 1 4 i�msl Purchasing and Contracts Department Warrert GeItch, Chlef of Purchasing and Contracts 201 South Rosalind Avenue, 3rd floor Reply To; Post Office Box 1393 Orlando, Florida 32802.7393 Telephone (407) 836-5638 SUBJECT: Orange County Contract #Y2-168 for Pipes, valves and Fittings REFERENCE: Your letter dated July 2, 1993 Dear Mr. Collins: Orange County accepts your renewal offer of the above contract with a five percent (5%) increase in contract pricing per attaChed price list. Period of contract extension will be September 14, 1993 through September 13, 1994 Using agencies will be notified. Sincere y, John Conroy Purchasing Agent :tb c: Public utilities Warehouse Finance Ed File Orange CoUn+� Purchasing and Contracts Department L Warren Geltch, Chief of Purchasing and Contracts 201 South Rosalind Avenue, 3rd Floor Reply To: Post Office Box 1393 Orlando, Florida 32802-1393 TERM CONTRACT #Y2-168 Telephone (407) 836-5635 PIPES, VALVES, AND FITTINGS TO: DAVIS METER & SUPPLY CO. Mr. Ronnie Collins 3333 Old Winter Garden Road Orlando, FL 32805 This is to inform you that the Orange County Board of County Commissioners hereoy enters into a term contract subject to the following: TERMS AND CONDITIONS 1. Acceptance: This contract is our acceptance of your offer in response to our invitation to Bid No. Y2 -168 -JC, for pipes, valves and fittings, and is subject to all terms and conditions therein. 2. Term of Contract: A. This is a ONE (1) YEAR term contract for the time period specified herein, during which the County may order products covered by this contract as the requirements demand and the vendor shall deliver the -products. The County is not obligated to purchase any minimum amount of services. B. This contract becomes effective SEPTEMBER 15. 1992, and shall remain in effect through SEPTEMBER 14, 1993. C. This contract may be renewed, by mutual agreement, for additional ONE (1) YEAR periods, up to a cumulative total of THREE (3) YEARS at the same prices, terms and conditions. Any change in price, terms or conditions shall be accomplished by written amendment to this contract. D. This contract may be cancelled by the vendor, for good cause, upon ninety (90) days prior written notice. E. The County retains the right to cancel this contract, with or without good cause, upon thirty (30) days prior written notice when such termination is deemed by the County to be in the public interest. 3. Ordering against Contract: The County will place orders by issuance of a numbered Release Order against this contract: Each Release Order will specify the quantity, description and location for delivery. Page 1 of ^- The obligations of Orange County under this contract are subject to need and availability of funds lawfully appropriated for its purpose by the Board of County Commissioners. 4. Taxes: The County has the following tax exemption certificates assigned. A. Certificate of Registry No. 59-70-004K for tae free transactions under Chapter 32, Internal Revenue Code; B. Florida Sales and Use Tax Exemption Certificate No. 03-00005-1_2-58. 5. Invoices shall be submitted, in duplicate, referencing this contract number and the Release Order number to: Orange County Finance Department P. 0. Box 38 Orlando, Florida 32802 Invoices against this contract are authorized only at the prices stated in your bid response. BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA BY� Warren Geltch, C.P.M., CPPO, CPCM DATE Page 2 of 2 02ANGE CI OUMT'( 6tp OCZ, 11, 1993 PAGE 32 SOLICITATION #Y2 -168 -JC BID FORM: GROUP : B DUCTILE IRON. CAST IRON PIPE & FITTINGS ITEM NO DESCRIPTION EST.ANNUAL QUANTITY UNIT OF ISSUE PRICE EXTENDED PRICE F/F FITTINGS 181. 4" F/F 90 DEGREE 10 EACH $ 41.50 $ 415.00 182. 4" F/F 45 DEGREE 4 EACH $ 40. 60 $ 162.40 183. 6" F/F 90 DEGREE 6 EACH $ 62.80 $ 376.80 184, 6" F/F 45 DEGREE 4 EACH $ 58.40 $ 233.60 185. 8" F/F 90 DEGREE 12 EACH $ 99.00 $ 1,188.00 186. 8" F/F 45 DEGREE 4 EACH $ 88.50 $ 354.00 187. 10" F/F 90 DEGREE 6 EACH $179.30 $ 1,075.80 188. 10" F/F 45 DEGREE 2 EACH $158.50 $ 317.00 189. 12" F/F 90 DEGREE 4 EACH $256.60 $ 1,026.40 190. 12" F/F 45 DEGREE 2 EACH $256.60 $ 513.20 191. 4" X 3" F/F REDUCER SHORT PATTERN 12 EACH $232.40 $ 2,788.80 MEGALUG FOR DI PIPE 192. 3" - 1103 2 EACH $ 11.60 $ 23.20 193. 4" - 1104 12 EACH $-L2 . 3 0 $ 147.60 194. 6" - 1106 30 EACH $ 14.30 $ 429.n 195. 8" - 1108 30 EACH $21.80 $ 654.00 196. 10" - 1110 2 EACH $--12.50 $ 65.00 197. 12" - 1112 2 EACH $ 47"40 $ 94_8n 198. 14" - 1114 2 EACH $-6O . 50 $ 121.00 PAGE 33 SOLICITATION #Y2 -168 -JC BID FORM: GROUP : B DUCTILE IRON. CAST IRON PIPE & FITTINGS Cove -r`( 610 13, 19 `i3 ITEM EST.ANNUAL UNIT OF EXTENDED NO DESCRIPTION QUANTITY ISSUE PRICE PRICE PVC Socket Flange (van stone style EACH $ 86.60 $ 173.20 EACH $122.60 MEGALUG FOR DI PIPE $152.10 $ 304.20 199. 16" - 1116 $ 357.60 2 200. 18" - 1118 EACH 2 201. 20" - 1120 2 202. 24" - 1124 2 203. 30" - 1130 2 204. 36" - 1136 2 MANHOLE COVER (WATER) - US FOUNDRY 205. TOP OF COVER - ORANGE COUNTY, •MIDDLE - WATER 10 VALVE BOXES 206. VALVE BOXES (Domestic) Tyler 125 207. VALVE BOX LID - locking (water) Tyler 30 208. VALVE BOD LID - SEWER 50 VALVE BOX EXTENSIONS SCREW TYPE (DOMESTIC) 209. 12" EXTENSIONS SCREW TYPE 50 210. 24" EXTENSIONS SCREW TYPE 50 211. 36" EXTENSIONS SCREW TYPE 50 PVC Socket Flange (van stone style EACH $ 86.60 $ 173.20 EACH $122.60 $ 245.20 EACH $152.10 $ 304.20 EACH $178.80 $ 357.60 EACH $483.40 $ 966.80 EACH $618.70 $ 1,237.40 EACH $148.00 $ 1, 480.00 EACH $ 26.66 $ 3,332.50 EACH $ 13.80 $ 414.00 EACH $ 9.20 $ 460.00 EACH $_.26.20 $1,310.00 EACH $ 36.80 $ 1 .840.00 EACH $ 48"10 $2 405_n0 212. 3" PVC Socket Flange 15 EACH $ 6.70$ 100.50 213. 4" PVC Socket Flange 30 EACH $ 8.05$ 241.50 214. 6" PVC Socket Flange 20 EACH $ 12.65$ 253.00 TOTAL GROUP B $178,066.18 • OC2.PJ•i CaE Cov N'I`( 8�0 • oc_�. 13, 1993 PAGE 61 SOLICITATION #Y2 -168 -JC BID FORM: GROUP G SERVICE MATERIALS: ITEM VO 14" Y 14" MJ Sleeves, Cememt DESCRIPTION EST.ANNUAL QUANTITY UNIT OF ISSUE UNIT EXTENDED PRICE PRICE BLIND FLANGES- FULL FACE W/B/G KIT lined W/ Access 50 EACH 5240.00$ 12,000.00 72. 4" X 55. 4" Blind Flanges 50 EACH S 18.45$ 937.50 36. 6" Blind Flanges 50 EACH $ 29.70$1,485.00 5 1/4 57. 8" Blind Flanges 50 il%CH $ 35.00$1,750.00 EACH 08. 10" Blind Flanges 50 EACH S 68.50$3,425.00 WHAT MAY ACTUALLY 69. 12" Blind Flanges 50 EACH S 94.00$4,700.00 4J SLEEVES 70. 14" Y 14" MJ Sleeves, Cememt lined W/ Access 50 EACH 5202.00$ 10,100.00 71. 16" X 16" MJ Sleeves, Cememt lined W/ Access 50 EACH 5240.00$ 12,000.00 72. 4" X 2" MJ Caps 50 EACH S 21.50$ 1,075.00 73. 10" X 2" MJ Caps 50 EACH $ 49.00$ 2,450.00 74. 12" X 2" MJ Caps 50 EACH $ 58.00$ 2,900.00 75. 5 1/4 MJ Caps, 24" Bury*** 50 EACH $498.006 24,e 0.00 76. 5 1/4 MJ Caps, 30" Bury*** 50 EACH $518.00.$ 2S,gn0.00- ****FIRE HYDRANTS ARE PRICED, DUE TO CONFUSION AS TO WHAT MAY ACTUALLY BE REQUIRED. HYDRANTS 77. 5 1/4 Dresser #929 Hydrant 48" Bury 10 EACH 6515.00$ 5,150.00 78. 5 1/4 Dresser #929 Hydrant 60" Bury 10 EACH s555.00s 5,550.00 HYDRANTS RISERS. ALL MAKES 4 1/2 BARREL SIZE 6 THRU 36 79. Fire Hydrant Risers, 6" 10 EACH $128.00s 1,280.00 I 6t!l'i M RIVER CC ITY SING DIVISION INVITATION TO BID ve, .Vero OephFL J20A0. 111071 50J AINIn n.l. •I10 IF 1.1W is alfisnd. plraen mph nocnssary corr. limns. 011vnwise, enler lull 1 namo and 1 address. ITEM 1 vENnOR INrOR1.1ATI6rI -DAVIS METER & SUPPLIES 7300 HAVERHILL ROAD WEST PALM BEACH, FL 33407 ASS -ITEM DESCRIPTION TOTAL GROUP I ....„,•,•BRASS EXHIBIT "A” 21 TOTAL GROUP II ........... PIPE EXHIBIT "B" 31 TOTAL GROUP III.......... PIPE FITTINGS EXHIBIT "C" 5 Ihi IXk (-or p _ _ suoi.+rSSIr�NiNro�%inNi;ri INVI I A I µRI n. •-__`;�/)(••_._. .-._. ._ nlnnrr•rpn•:nAtr lir`-I/12/9" TIME: 2:00 P.M. LOCAI. r1'11-. I.00AIION MIMI nrvEn COUNrY I,tmr,11A^-Ity: 2525 19TIl AVFrlllr' VF -n0 BEACH. IL 329Gn IRRIIANrF IIAIF; 07/29/92 FWIF. 1. nFOINSIllnN a, UrIL--3-111 nD�r-rI. IRENE CASTER n11ANT11'I I IIHII I IINII rr111'1 r': Ir n• u n 1 •5 yo BS.Y w yas6s,�rq 4 METERS — 5/8" X 3/4" NEPTUNE METER 2 EA HEADS, 5 METERS — NEPTUNE T-10 MEIERS 5/8 X 3/4 EA 6 BADGER 5/8 X 3/4 METERS MODEL 2.5 3 EA .7 HERSEY MVR 50 6 EA 8 HERSEY MVR 100 64 EA 9 150—LB CYLINDERS 40 EA 10 2000—LB. CYLINDERS 1 EA 11 NOTE: ALL LINE ITEMS MUST BE FILLED IPI 1 FOR EACH GROUP, EXCEPT FOR METERS. CAUTION: UNBALANCE LINE ITEMS TO LOWER GROUP AMOUNT WILL BE CAUSE FOR REJECTION. VENDOR NEEDS TO PROVIDE CUTSHEET ANCI SPECIFICATIONS ON EACH ITEM BID AS AN __-,--THE SEr.IIOM nFl-UW MIL^.T BF- GOMPLFIETI III TULL AND SICHrn T DELIVERY: _ . _ _ , calendnr days alter ,cr:ripl of olrl0r. PROMPT PAYMENT DISCr 11 IN I. x993?.06 S9B33of t 2 2,Oo q 111111.00 71.99 s 703,68 g 4 - SO g - 00 $ /119.00 s 953�.CC $ Ng $ The undersigned hereby certifies IhRI they have read and underslnnd the ennlnnls of this Snlir:itntinn rnlrl agrro In fonikh n1 Illy pnrnn -1, .•.1, - or all of the items above, subject to all instructirnls. conditinns, sperifirmionS incl attachments hnl?in. FnilIn have Feed :HI III, m r .......•• this solicitation shall no( t1a cause to alter any resulting contract or'rnryuesl additinnnl compensation. uh ' Authorized Signalure:._ _.w%v7Awr- Cool DAMS METER & SUPPLIES r -.............. pony Name: I Typed/Printed Name:.___ C1MQ1%.. -)�Q� S f)aln: - _...._� to-n� Z Title: .f/3LEJ—__/Z F RSL f f.� j/f r/ (%�_ - rnlnphnne Number: D OP- 'US -7659 UTIL (HINVNTRY.LK) 5/89 INDIAN RIVER COUNTY OPEN END CONTRACT ESTIMATED USAGE JI t51IMATEO (ANNUAL USAGE I DESCRIPTION I I U O M I UNIT PRICE I TOTAL PRICE I -- I 1 PIPE FITTINGS GROUP TTI - CONTINUED I I I I 1 252, 100 I CUT OFF SAW BLADES (BULLARDI. 50 DIP 50 CONCRETE II 1 EA 1 5 co I 15co c I 1 253. I 2280 1 1" RUBBER METER GASKETS I EA I Q'4' I -I I 1 254. 1132 I BELL END GASKETS FOR 2" PIPE PVC I 03 I EA I I 1255. 812 11.1/2" RUBBER METER GASKETS I EA I 1 256, 1968 15/8" FIBER METER GASKETS I d 19 (a8 � I EA I I ) 1257. 1460 5/8" RUBBER METER GASKETS I EA 1258. 300---1 2" RUBBER METER GASKETS I 06 EA I I IO -cc 259. I 124 11.1/2" FIBER METER GASKETS I I EA I QZ,I 2 TUI 1 260. 208 11" LEATHER METER GASKETS I ' 2 EA I0 I caI 261. I 48 15/8" LEATHER METER GASKETS I I EA I d Ac I I 262, 48 1 3" H.J. GASKETS 16- •• •o 1,3 ma IN INDIAN RIVER COUNTY OPEN END CONTRACT ESTIMATED USAGE ESTIMATED UTIL (HINVNTRT.LK) 5/89 I I I I PIPE FITTINGS - GROUP III CONTINUED I I I I I I I I 1 275. 8 1 6" X.J. GATE VALVES I EA. 1276 64 11" FIBER METER GASKETS I EA. I i 1277 432 I I DOUBLE CEMENT METER BOXES I I EA. 1 I 5.75 I I 1 7-48+001 I 1 278. 4 I I DOUBLE LIDS CEMENT I I EA. I n I I �•q5 1 9 I 1279. 4 I I LARGE STREET BOX I I EA. I I I �146.0c)146.0c)I 56nc I 1280. 4 I 1 IRON LIDS FOR STREET BOXES I I EA. I (� %yew I I 1 8•C6 I •�-7 /•�� I / G •W 1 1 281. 4 1 LARGE CEMENT LIDS I EA. I �L.KJ I I -TL.:J •� I I 1 282. 4 I 1 SINGLE CEMENT BOXES 1I I EA. `6 I I �•�I'•�L..J //s� oJ� I I I 1 283. 4 I 1 SINGLE LIDS CEMENT I I EA. I Q /� I I 8.50 I ^h I ��•w I I 1 284. B I I SINGLE IRON LIDS I I EA. I // I I 1l .Q0 I -�Q I L�J.� II 1 285. 432 1 SINGLE PVC BOXES I EA. I l0•W I �✓'L-A-�I 1286. 540 1 SINGLE PVC LIDS I EA. I 1 287. 340 1 DOUBLE PVC BOXES I EA. �1�� I - I 301.0 o I 288. 348 I DOUBLE PVC LIDS I EA. Q1W I I-Q� I � �3/�Z.W I 1 289. 4 1 2" % SO'- FIRE HYDRANT NOSE I EA. I 15.00 1 to d •� 1 1 290. 8 1 10" M.J. TRANS GASKETS I EA I 2,50 I 0 co I I 1 .291. 32 I 4" M.J. TRANS GASKETS I 'I EA. I I I a •�I r c r��yy�� 1 292. 8 1 18" M.J. GASKETS I EA. 1 �•L.H.J I l.L_J 32 I 1 293. 8 1 1211 BELL GASKETS I EA. I 2 W I ILO •6 I I 1 294. 32 I 1 6" BELL GASKETS I I EA I I I • 7.5 1 �J/�_ I s•'"T-o� 1 I L 2.9_5_, 12 I 116" X.J. GASKETS I I EA I Jli I .06 o0.c I 1 296. 112 I 1 8" M.J. GASKETS I I EA. I i I Q•00 I I 22:+(X I V' 1 297. 44 1 10" M.J. GASKETS I EA I I• GO I �� �/� I 70 T O I 17- UTIL (HINVNTRT.LK) 5/89 INDIAN RIVER COUNTY OPEN END CONTRACT ESTIMATED USAGE F I ESTIMATED (ANNUAL USAGE I I DESCRIPTION I I I U O M I I J UNIT PRICE I I TOTAL PRICE I I I I I PIPE FITTINGS GROUP III • CONTINUED I I I I I I I I 1 298. 20 1 1" x 10" TEE BOLTS I EA (� I q I I 1' OO I I 1 299. 104 1 1 1^ x B" TEE BOLTS I I EA. I -/ I I /� -yam I L1 300. 48 1 LOCKING TEE BOLTS I EA I 1.25 2 I /� I 8-aQ I I 1 301. 20 I I EYE BOLTS I I EA I I I 1.23 I I 2-4.(.0 I 1 1302. 4 I BREAK AWAY KIT FOR MULLER HYDRANT 8 AMERICAN (SOLE 1 SOURCE BRAND) I I EA I M I I ��-l.� I ../••���^{_., I -Lv•� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 1 1 I I I I I I I I 1 1 I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I TOTAL BID AMOUNT GROUP III - I I I I %/2q991.04 1,04 T HARTMAN & ASSOCIATES, INC. engineers, hydrogeologists, surveyors & management consultants April 8, 1993 HAI#93-023.00 Mr. Richard B. Votapka, P.E. Utilities Director City of Sebastian P.O. Box 780127 Sebastian, Florida 32978-0127 Subject: County Road 512 Utility Crossings Dear Mr. Votapka: As requested we have reviewed the Lloyd and Associates, Inc. C.R. 512 Corridor Improvements Phase I engineering drawings, as well as General Development Utilities, Inc. (GDU) drawings of their water system. Based on our review of these documents it is recommenced that carrier or casing pipe be installed at the following locations: 1. Easy Street 2. Wimbrow Drive 3. Fleming Street 4. Barber Street 5. Roseland Road It is recommended that pipe with an outside diameter of 20 -inches be installed at the above locations. This pipe is sufficient to carry a 10 -inch watermain, based on the outside diameter of the mechanical joint gland. Moreover, the carrier pipe should meet the requirements of the Florida Department of Transportation "Utility Accommodation Guide". In addition, the thickness of the casing pipe should be not less than 0.25 inches and shall be of sufficient length to meet the FDOT requirements. With regards to Sebastian Elementary School the drawings that were provided by GDU indicate that this school is served by an 8 -inch watermain. 201 EAST PINE STREET • SUITE 1000 • ORLANDO, FL 32801 TELEPHONE (407) 839-3955 • FAX (407) 839-3790 PRINCIPALS: JAMES E. CHRISTOPHER • CHARLES NV DRAKE. • GERALD C. HARI MAN • MARK I. LIRE. • .MARK A. R};NNING . HAROLD E. SCHMID'I'. JR. Mr. Richard B. Votapka, P.E. April 8, 1993 Page 2 If you have any questions regarding the above, please do not hesitate to call me. Very truly yours, Hartman &Associates, Inc. Q Harold E. Schmidt, Jr., P.E. Vice President cc: Gerald C. Hartman, P.E. Gary J. ReVoir, 11, P.E. HES/mg/C-5/VOTAPKA2. HES City of Sebastian POST OFFICE BOX 780127 o SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 M E M O R A N D U M DATE; July 13, 1993 TO: Mayor and City Council THROUGH: Robert S. McClary City Manager FROM: Daniel C. Eckis, P. City Engineer/PubliWorks Director RE: East Extension of County Road 512 A meeting was held in the City Manager's office on July 13, 1993. Attendees at the meeting were Jim Davis, Public Works Director of Indian River County, Roger Caine, County Engineer, Wayne Westerman with Kimball and Associates, Bruce Cooper, Community Development Director City of Sebastian, Richard Votapka, Utilities Director, and myself. The County presented the City with an overall plan view of the eastern extension of the twin pairs alignment and cross connection streets. The purpose of the meeting was to identify the proposed connector streets and who would be responsible for the installation costs. The County contended that this was a similar layout that had been previously approved and brought before City Council on May 13, 1992 with the exception of the connection of Temple Avenue to Louisiana which had been eliminated. Staff felt that this was a significant change from the approved layout and that it would be necessary to bring it back to City Council for approval. The County suggested that a town meeting with the residents of Orange Heights should be held prior to bringing this matter before City Council to inform the residents as to the proposed improvements and how this would affect them. Staff found that this was a proper approach and would support the County by having the meeting held in the City Council Chambers and to provide addresses of the residents within Orange Heights. The County would provide a connection to Orange Heights near the center of Temple Avenue which would connect to the westbound lane of County Road 512. The City then could extend the pavement at Veterans Memorial Way to the westbound lane of CR 512 opposite the connection to Orange Heights.• This would provide reasonable access for the residents back to Louisiana avenue for Eastbound traffic movement. The plan indicated that Louisiana would be terminated in the Cul- de-sac by the FPL compound area and that High Street would be constructed and connected to Louisiana providing a connection for both west and eastbound traffic on CR 512. In addition, the County would construct, near the convience store AM PM Foodtown, an extension of South Wimbrow drive providing the cross connecting street. We explained to the County that this would be the point of connection as the South Terminus of Gibson Street. The alignment has not been determined but it is concieveable that when Gibson Street is extended that Orange Heights would be provided secondary access points along their west property line. Further in the discussion, concern was raised by Richard to provide a bike path along either one of the legs of CR 512. There was limited right of way for the eastbound leg and therefore, the westbound appeared to be the favorable corridor for the bike path which would connect at U.S. #1. The meeting was adjourned at 4:12 P.M. cc: Jim Davis Roger Cain Wayne Westerman Richard Votapka Bruce Cooper Reading Board City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 )MEMORANDUM DATE: December 10, 1993 TO: Dan Eckis, City Engineer/Public Works Director FROM: Richard Votapka, Utilities Director -z3 SUBJECT: City of Sebastian Utility Crossings Under CR 512 Attached are the blueprints I recently received from Wayne Westerman, formerly of Robert L. Kimball and Associates, for the subject project. After reviewing all 24 blueprints he sent me, I found that we only need to concern ourselves with the following sheets: 1. U5 which shows 150' of 10" DIP east of Roseland Road 2. U8 which shows 137' of 10" DIP west of Barber Street and 137' of 16" DIP east of Barber Street 3. U14 which shows 196' of 10" DIP west of Fleming Street and 137' of 10" DIP east of Fleming Street 4. U16 which shows 137' of 10" DIP west of Wimbrow Drive (west) 5. U17 which shows 137' of 10" DIP east of Wimbrow Drive (west) 6. U20 which shows 137' of 12" DIP east on Easy Street I am seriously considering deleting the 150' of 10" DIP east of Roseland Road. Therefore, please figure time and 1equipment separately for this installation. Also, all pipe is to be mechanical joint, ductile iron pipe wrapped in polyethylene encasement tubing. Please prepare a cost estimate as to the costs of installing the above pipe for the Utilities Department. Include the soils and hydrostatic pressure testing as well and installation of end plugs for each pipe. I have prices on the materials from the Davis Meter Company. a ma\a[oisis q City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 1JS 2 P10R'. lVDUP! DATE: November 1, 1993 TO: Kay O'Halloran, Acting City Manager FROM: Richard Votapka, Utilities Director SUBJECT: Installation of Utility Crossings in County Road 512 Right -Of -Way On October 28, 1993, at 1:30 p.m., Dan Eckis, City Engineer; Jerry Thomas, Assistant Public Works Director; and I met with Jim Davis, County Public Works Director; Roger Cain, County Engineer; and Wayne Westerman of L. Robert Kimball and Associates, consultant to Indian River County on the County Road 512 Project. After much discussion, the following was decided: 1. In lieu of steel casings, mechanical joint ductile iron pipe with restrained joints will be installed. 2. The City of Sebastian Public Works Department will first install pipe under the north half of the road, plug both ends, and pressure test the pipe at 150 psi. The City will not install pipe in locations where the County's contractor would have to excavate under the pipe at a later date thereby incurring additional construction costs. 3. After the County contractor completes the north side of CR 512 and before the contractor starts work on the south side, the City Public Works Department will install the pipe to the south and pressure test both north and south sections after they are joined together. 4. L. Robert Kimball and Associates will do the engineering and drafting on a time and materials basis at a cost not to exceed $1,750.00. Rich Votapka is to prepare the purchase order. Wayne Westerman will show the pipes installed on the drawings to be per the "City of Sebastian". Page 2 of 2 November 1, 1993 Memo to Kay O'Halloran 5. Once the drawings are completed, Wayne Westerman will notify Dan Eckis, so both of them can meet to review the drawings. 6. Rich Votapka will call the Cast Iron Pipe Research Association for a determination as to whether or not the soil in the CR 512 right-of-way is acidic enough to warrant the ductile iron pipe to be wrapped in an 8 mil thick polyethylene encasement. 7. Rich Votapka is to call Hillman Goff, Vero Beach Utilities Director, or Harry Asher, Assistant Indian River County Utilities Director, to see if they have 12" and/or 16" mechanical joint ductile iron water pipe left over from a previous job. 8. Rich Votapka is to talk to Hal Schmidt of Hartman & Associates, Inc., consultant to the City, to see if the crossing at the CR 512 and Roseland Road intersection can be eliminated to avoid both a City and County parallel mains at this location. 9. Rich Votapka is to check with City Finance Director;, Marilyn Swichkow, to see if the money to fund the utility crossings can come from the Bond funds. 10. City Engineer, Dan Eckis is to apply for the right-of-way permit from Indian River County for installation of this pipe. 11. According to Wayne Westerman, a pre -construction conference will be held sometime in February of 1994. 12. For comparison to pipe installation costs, Jim Davis gave Rich Votapka actual bid prices on installation of steel pipe casings as follows, a. 16" steel casing $24.00/foot b. 20" steel casing $26.00/foot C. 30" steel casing $76.00/foot CC: Dan Eckis, City of Sebastian Public Works Director Jerry Thomas, City of Sebastian Asst. Public Works Director Jim Davis, Indian River County Public Works Director Roger Cain, Indian River County Engineer Wayne Westerman, L. Robert Kimball & Associates V12/9 3 zND co?� -i-.-�r City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 DATE: November 1, 1993 TO: Kay O'Halloran, Acting City Manager FROM: Richard Votapka, Utilities Director SUBJECT: Installation of Utility Crossings in County Road 512 Right -Of -Way On October 28, 1993, at 1:30 p.m., Dan Eckis, City Engineer; Jerry Thomas, Assistant Public Works Director; and I met with Jim Davis, County Public Works Director; Roger Cain, County Engineer; and Wayne Westerman of L. Robert Kimball and Associates, consultant to Indian River County on the County Road 512 Project. After much discussion, the following was decided: 1. In lieu of steel casings, mechanical joint ductile iron pipe with restrained joints will be installed. 2. The City of Sebastian Public Works Department will first install pipe under the north half of the road, plug both ends, and pressure test the pipe at 150 psi. The City will not install pipe in locations where the County's contractor would have to excavate under the pipe at a later date thereby incurring additional construction costs. 3. After the County contractor completes the north side of CR 512 and before the contractor starts work on the south side, the City Public Works Department will install the pipe to the south and pressure test both north and south sections after they are joined together. 4. L. Robert Kimball and Associates will do the engineering and drafting on a time and materials basis at a cost not to exceed $1,750.00. Rich Votapka is to prepare the purchase order. Wayne Westerman will show the pipes installed on the drawings to be per the "City of Sebastian". Page 2 of 2 November 1, 1993 Memo to Kay O'Halloran 5. Once the drawings are completed, Wayne Westerman will notify Dan Eckis, so both of them can meet to review the drawings. 6. Rich Votapka will call the Cast Iron Pipe Research Association for a determination as to whether or not the soil in the CR 512 right-of-way is acidic enough to warrant the ductile iron pipe to be wrapped in an 8 mil thick polyethylene encasement. 7. Rich Votapka is to call Hillman Goff, Vero Beach Utilities Director, or Harry Asher, Assistant Indian River County Utilities Director, to see if they have 12" and/or 16" mechanical joint ductile iron water pipe left over from a previous job. 8. Rich Votapka is to talk to Hal Schmidt of Hartman & Associates, Inc., consultant to the City, to see if the crossing at the CR 512 and Roseland Road intersection can be eliminated to avoid both a City and County parallel mains at this location. 9. Rich Votapka is to check with City Finance Director;, Marilyn Swichkow, to see if the money to fund the utility crossings can come from the Bond funds. 10. City Engineer, Dan Eckis is to apply for the right-of-way permit from Indian River County for installation of this pipe. 11. According to Wayne Westerman, a pre -construction conference will be held sometime in February of 1994. 12. For comparison to pipe installation costs, Jim Davis gave Rich Votapka actual bid prices on installation of steel pipe casings as follows: a. 16" steel casing $24.00/foot b. 20" steel casing $26.00/foot C. 30" steel casing $76.00/foot CC: Dan Eckis, City of Sebastian Public Works Director Jerry Thomas, City of Sebastian Asst. Public Works Director Jim Davis, Indian River County Public Works Director Roger Cain, Indian River County Engineer Wayne Westerman, L. Robert Kimball & Associates BOARD OF COUNTY COMMISSIONERS 1840 25th Street, Vero Beach, Florida 32960 Telephone: (407) 567-8000 October 25, 1993 Mr. Rich Votapka Director, City of Sebastian Utilities 1225 Main Street Sebastian, FL 32958 Subject: Utility Line Crossings for CR 512 Dear W. Votapka: OCT 2'7 1333 The county's consultant for the above project has informed us that the construction cost for the lines along the accessing streets, as you propose, will be $69,900.00. As we have discussed, installation of utility lines, in this case, is the obligation of the utility company, as is done with the City of Vero Beach and Indian River County Utility Department. As such the city will be responsible for this cost. The County prefers that our contractor do this work, and we are willing to include these crossings as pay items. This should guarantee very competitive prices. This would remove liability and maintenance of traffic responsibility from the city as we will require CR512 to remain open to traffic. We will be able to work with the city if timing is a problem in regards to budgeting for this work. The county can pay the contractor and submit an invoice to the city for payment at a reasonable time after the work has been done if that is of help to you. We will need to have some documentation that your council is amenable to paying for this work before we can have it done, however, for as you know your council, like our Board has final authority in these matters. Our Board by executing the contract including this work will be agreeing to these terms and providing the work for the city. If you choose to do this work yourself, prior to the road contract, the county will provide inspection services to be sure any conflicts are minimised. We would require compensation in those ares where the utility lines are above our proposed culverts for the increase in cost of constructing the culverts due to the conflict with your utility lines. There will also be an engineering charge for adding this work to the plans. Page 2 Mr. Rich Votapka October 25, 1993 Please advise us of how you wish to proceed and we will direct our consulting engineer to ;prepare constructio lans accordingly. ' Rogeff D. Cain, P.E. County Engineer RDC:gfk cc: James W. Davis, P.E., Public Works Director R. Wayne Westerman, P.E., L. Robert Kimball & Associates, Inc. C:\WP51\DATA93\CR512RV.RDC TO: Kay O'Halloran, Acting City Manager/City Clerk FROM: Richard Votapka, Utilities Director g 6v/ SUBJECT: Utility Sleeve Installations Under County Road 512 This morning, I met with Roger Cain, Indian River County Engineer, and Wayne Westerman, Project Manager for L. Robert Kimball consultants to Indian River County, on the CR 512 project. I told them that I was disappointed for not having received the letters they promised to write on October 7th in regard to the estimated costs for engineering and installation of the sleeves. I told them that our City Engineer, Dan Eckis, said that the City of Sebastian Public Works Department was willing to install the sleeves. However. I needed the plans showing the location, elevation, size, and length of all the sleeves as determined at the July 15th meeting I had with Wayne, so Dan could use this information for the installation. Wayne objected to the City installing the sleeves since he thought that premature placement would cause additional expense to the CR 512 contractor in installing his stormwater pipes. Wayne preferred that the contractor do the work and the City buy the materials only. I expressed to both Roger and Wayne that the City would purchase the materials but would be capable, under Dan's direction, to install the sleeves, thereby saving the City a considerable amount of money. Dan could certainly coordinate his staff's work with the CR 512 contractor. Wayne was concerned that the City might damage existing utilities in the CR 512 right-of-way. I told Wayne that Dan Eckis could contact UNCLE and/or the specific utility companies (i.e. FPL, Southern Bell, Indian River County Water/Wastewater Department) prior to excavating. Also, I suggested that there be a "preconstruction conference" held among the City, County, and contractor personnel. However, the plans had to be finalized so that the City could proceed. I stressed the need for costs to be documented in writing as soon as possible. Roger said that he and Wayne would get back with me soon. CC: Dan Eckis, City Engineer ■e!C\512 DATE: October 22, 1993 TO: Kay O'Halloran, Acting City Manager/City Clerk FROM: Richard Votapka, Utilities Director g 6v/ SUBJECT: Utility Sleeve Installations Under County Road 512 This morning, I met with Roger Cain, Indian River County Engineer, and Wayne Westerman, Project Manager for L. Robert Kimball consultants to Indian River County, on the CR 512 project. I told them that I was disappointed for not having received the letters they promised to write on October 7th in regard to the estimated costs for engineering and installation of the sleeves. I told them that our City Engineer, Dan Eckis, said that the City of Sebastian Public Works Department was willing to install the sleeves. However. I needed the plans showing the location, elevation, size, and length of all the sleeves as determined at the July 15th meeting I had with Wayne, so Dan could use this information for the installation. Wayne objected to the City installing the sleeves since he thought that premature placement would cause additional expense to the CR 512 contractor in installing his stormwater pipes. Wayne preferred that the contractor do the work and the City buy the materials only. I expressed to both Roger and Wayne that the City would purchase the materials but would be capable, under Dan's direction, to install the sleeves, thereby saving the City a considerable amount of money. Dan could certainly coordinate his staff's work with the CR 512 contractor. Wayne was concerned that the City might damage existing utilities in the CR 512 right-of-way. I told Wayne that Dan Eckis could contact UNCLE and/or the specific utility companies (i.e. FPL, Southern Bell, Indian River County Water/Wastewater Department) prior to excavating. Also, I suggested that there be a "preconstruction conference" held among the City, County, and contractor personnel. However, the plans had to be finalized so that the City could proceed. I stressed the need for costs to be documented in writing as soon as possible. Roger said that he and Wayne would get back with me soon. CC: Dan Eckis, City Engineer ■e!C\512 0CT-22—'93 FRI 16:36 ID:I.R.C. BUDGET TEL N0:407-778-9391 #229 BOARD OF COUNTY COMMISSIONERS • 1840 ISfh Streaf, Vero Beach, Florida 32960 7-1-phw ; (407)W.Sow FAX NO: (407) VJP /7Y suncom Td.pk,", 2X-101) DATE: ATTENTION: COMPANY: FAX NUMBER: PROM: .......................... . ......................., .................. You should receive a total of Page. If you are not receiving—El—early, o including this cover Pages at the and of this transmission,lorda not have all the (407) 567-8000, Extension Please call at 0e 2Z.1 OCT -22-193 FRI 16:37 ID:I.R.C. BUDGET TEL ND:407-778-9391 #229 P02 October 22, 1993 Mr. Rich Votapka l � Director, City of Sebastian Utilities Subject: Utility Line crossings for CR 512 Dear Mr. votapka: The county's consultant for the above project has informed us that the construction cost for the lines along the accessing streets, as you propose, will be $69,900.00. As we have discussed, the county attorney's office has advised us the installation of utility lines in this case is not eligible for the expenditure of traffic impact fees. As such the city will be responsible for this cost. We will be able to work with the city if timing is a problem in regards to budgeting for this work. The county can pay the contractor and submit an invoice to the city for payment at a reasonable time after the work has been done if that is of help to you. We will need to have some documentation that your council is amenable to paying for this work before we can have it done, however, for as you know your Council, like our Board has final authority in these matters. Our Board by executing the contract including this work will be agreeing to these terms and providing the work for the city. If you wish you may do some of this installation work yourself prior to the road contract, with the county providing inspection services to be sure any conflicts are minimized. we would require compensation in those area where the utility lines are above our proposed culverts for the increase in cost of constructing the culverts due to the conflict with your utility lines. There will also be C,\6P51\0A7A93\CR312 ET.RDC OCT -22-'93 FRI 16:37 ID:I.R.C. BUDGET TEL NO:407-778-9391 4229 P03 an engineering charge for adding this work to the plana. Please advise us of how you wish to procede and we will direct our consulting engineer to prepare the construction plans accordingly. Sincerely, Roger D. Cain, P.E. County Engineer RDC:gfk cc: James W. Davis, P.E., public Works Director Wayne Westerman, P.E. C Ak"I%DATA4]\CRSI2LCT.RDC M MJRAA DDM DATE: October 8, 1993 TO: Kay O'Halloran, Acting City Clerk FROM: Richard Votapka, Utilities Director SUBJECT: Water and Sewer Sleeves for the City of Sebastian to be Installed Under CR 512 Jim Davis, Indian River County Public Works Director, called me at 1:55 p.m. about the water and sewer sleeves I had requested to be installed under CR 512. He asked me if I had received a letter from Roger Cain, County Engineer. I told him that I had not. In fact, I had met with Wayne Westerman of L. Robert Kimball & Associates, engineers for CR 512, a couple of months ago (July 15, 1993) at his office in Vero Beach to determine the size, length, location, and elevation of the sleeves under CR 512. I was supposed to receive the drawings in a couple of weeks but never received anything. Jim then put Roger Cain and Wayne Westerman on the speaker phone. Roger said he thought he had sent me a letter but possibly was just thinking of sending me a letter and didn't. Jim Davis told me that Wayne Westerman of L. Robert Kimball & Associates (formerly Kimball -Lloyd and Associates) had estimated the installation cost to be $70,000.00 for all of the sleeves. Jim wanted to know how the City was going to pay the County for the installation. To my surprise at Jim's remarks, I informed Jim that I was unaware that the City had to pay for the cost of installation. Up until this conversation, I was under the impression since February that the installation of sleeves for utilities under CR 512 was to be included in the road project which was financed by County traffic impact fees. Jim Davis then said that the impact fees would not cover the sleeves because they were "Utility" sleeves. I told Jim that they were casing pipes, not actual water and sewer lines. He asked me if I still wanted the sleeves to be installed. I told him that I did because installing them in the ground now will be a lot cheaper than boring and jacking later or cutting the road when its completed. Besides, the County probably wouldn't allow the road to be cut. I told him that I did not have the funds for $70,000.00 sleeve installation in the budget and the budget has already been adopted. Jim said that payment for the sleeves could be deferred for a year or until a new budget is approved for 1994/1995. Page 2 of 2 October 8, 1993 Memo to Kay O'Halloran Jim Davis told me that when Indian River Blvd. was designed, the City of Vero Beach paid the engineering fees and installation fees for all the sleeves to be installed. Jim told me that the City would have to pay for the engineering for L. Robert Kimball & Associates as well. I wasn't aware of this either. Since I have been working with L. Robert Kimball on this project, the City has never been billed. Now, all of a sudden the City will be billed. The engineering supposedly would amount to approximately $3,000.00. I told Jim to write me a letter detailing the costs and I would discuss this with Kay O'Halloran, Acting City Manager and Marilyn Swichkow, Finance Director. I asked Jim how much time I had to make a decision to see where the City could find the necessary funds. Roger Cain said that possibly the bids for the work would be let in 60 days. Therefore, I had some time. Jim said that Wayne Westerman at L. Robert Kimball would be sending me a cost estimate for engineering next week. I told him that I would first like to see the drawings with the sleeves on them. However. Wayne said that the sleeves were never drafted on the plans. I told all of them just to send me their letters first and I'll discuss them with the Acting City Manager and the Finance Director before any decision would be forthcoming from the City to the County. Personally, I have the feeling that once the County Public Works Department had L. Robert Kimball estimate the cost of installation of the sleeves, the Department realized that it did not have enough money within its budget for CR 512 to do the job. Therefore, the County is now looking at the City to fund the entire cost of installation and engineering. Not once since February did anyone in the County or at L. Robert Kimball state that the City would have to install the sleeves at its expense; that the money would not come from the traffic impact fees paying for the CR 512 project. I mention February because Jim Davis, County Public Works Director, contacted me about installing sleeves under CR 512 when he learned that I had accepted the position of Utilities Director in Sebastian. Perhaps we should have a meeting with Mr. Chandler to discuss this particular matter as to why the City must fund the costs of the sleeves. seWsleeves City of Sebastian POST OFFICE BOX 780127 c SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 M MJRAND;t M DATE: October B. 1993 TO: Kay O'Halloran, Acting City Clerk FROM: Richard Votapka, Utilities Director --;E2Q/ SUBJECT: Water and Sewer Sleeves for the City of Sebastian to be Installed Under CR 512 Jim Davis, Indian River County Public Works Director, called me at 1:55 p.m. about the water and sewer sleeves I had requested to be installed under CR 512. He asked me if I had received a letter from Roger Cain, County Engineer. I told him that I had not. In fact, I had met with Wayne Westerman of L. Robert Kimball & Associates, engineers for CR 512, a couple of months ago (July 15, 1993) at his office in Vero Beach to determine the size, length, location, and elevation of the sleeves under CR 512. I was supposed to receive the drawings in a couple of weeks but never received anything. Jim then put Roger Cain and Wayne Westerman on the speaker phone. Roger said he thought he had sent me a letter but possibly was just thinking of sending me a letter and didn't. Jim Davis told me that Wayne Westerman of L. Robert Kimball & Associates (formerly Kimball -Lloyd and Associates) had estimated the installation cost to be $70,000.00 for all of the sleeves. Jim wanted to know how the City was going to pay the County for the installation. To my surprise at Jim's remarks, I informed Jim that I was unaware that the City had to pay for the cost of installation. Up until this conversation, I was under the impression since February that the installation of sleeves for utilities under CR 512 was to be included in the road project which was financed by County traffic impact fees. Jim Davis then said that the impact fees would not cover the sleeves because they were "Utility" sleeves. I told Jim that they were casing pipes, not actual water and sewer lines. He asked me if I still wanted the sleeves to be installed. I told him that I did because installing them in the ground now will be a lot cheaper than boring and jacking later or cutting the road when its completed. Besides, the County probably wouldn't allow the road to be cut. I told him that I did not have the funds for $70,000.00 sleeve installation in the budget and the budget has already been adopted. Jim said that payment for the sleeves could be deferred for a year or until a new budget is approved for 1994/1995. Page 2 of 2 October 8, 1993 Memo to Kay O'Halloran Jim Davis told me that when Indian River Blvd. was designed, the City of Vero Beach paid the engineering fees and installation fees for all the sleeves to be installed. Jim told me that the City would have to pay for the engineering for L. Robert Kimball & Associates as well. I wasn't aware of this either. Since I have been working with L. Robert Kimball on this project, the City has never been billed. Now, all of a sudden the City will be billed. The engineering supposedly would amount to approximately $3,000.00. I told Jim to write me a letter detailing the costs and I would discuss this with Kay O'Halloran, Acting City Manager and Marilyn Swichkow, Finance Director. I asked Jim how much time I had to make a decision to see where the City could find the necessary funds. Roger Cain said that possib:� the bids for the work would be let in 60 days. Therefore, I had some time. Jim said that Wayne Westerman at L. Robert Kimball would be sending me a cost estimate for engineering next week. I told him that I would first like to see the drawings with the sleeves on them. However, Wayne said that the sleeves were never drafted on the plans. I told all of them just to send me their letters first and I'll discuss them with the Acting City Manager and the Finance Director before any decision would be forthcoming from the City to the County. Personally, I have the feeling that once the County Public Works Department had L. Robert Kimball estimate the cost of installation of the sleeves, the Department realized that it did not have enough money within its budget for CR 512 to do the job. Therefore, the County is now looking at the City to fund the entire cost of installation and engineering. Not once since February did anyone in the County or at L. Robert Kimball state that the City would have to install the sleeves at its expense; that the money would not come from the traffic impact fees paying for the CR 512 project. I mention February because Jim Davis, County Public Works Director, contacted me about installing sleeves under CR 512 when he learned that I had accepted the position of Utilities Director in Sebastian. Perhaps we should have a meeting with Mr. Chandler to discuss this particular matter as to why the City must fund the costs of the sleeves. ®elo\sleeves City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 April 26, 1993 Mr. James Davis, Public Works Director Indian River County 1840 25th Street Vero Beach, F1 32960 Re: County Road 512 Utility Crossings Dear Jim: As per your request, I had the Cityis environmental engineering consultants, Hartman and Associates, Inc., review the County Road 512 design drawings and make recommendations concerning the sleeves to be installed within the CR 512 corridor. The minimum inside diameter casing sizes below are proposed for the following crossings: 1) SOUTH WIMBROW DRIVE (East Intersection with CR 512) - a 30" casing on the east side of South Wimbrow Drive 2) EASY STREET - a 24" casing on the east side of Easy Street 3) SOUTH WIMBROW DRIVE (West Intersection with CR 512) - a 20" casing on the east and west sides of South Wimbrow Drive 4) FLEMING STREET - a 2011 casing on both the east and west sides of Fleming Street 5) BARBER STREET - a 30" casing on the east side of Barber Street; a 2011 casing on the west side. 6) RO,SELAND ROAD - a 20" casing on the east side of Roseland Road. The steel casing pipe should meet the requirements of the Florida Department of Transportation "Utility Accommodation Guide" and the thickness of the pipe wall shall not be less than 1/4 (0.25) inches. All casing pipes shall be a minimum of three (3) feet below the finished design grade unless in conflict with other utilities in the intersection. They can be deeper where conflicts occur but should a depth exceeding five (5) feet be required, please contact me to discuss the and reasons why and any available alternatives. I have enclosed a map showing the proposed location and sizes of the crossings enumerated in this letter. you have any questions, Please call me at 589-5330, Ext. 45. If Sincrere„a.Y,, /� Richard B. Votapka, pE Utilities Director cc: Robert S. McClary, City Manager Hal Schmidt, Hartman & Associates, Inc. City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 April 26, 1993 Mr. Hal Schmidt, P.E. Vice President Hartman & Associates, Inc. 201 East Pine Street, Suite 1000 Orlando, F1 32801 Re: County Road 512 Utility Crossings Dear Hal: Please find attached your copy of today's letter I wrote to Indian River County Public Works Director, Jim Davis, concerning the proposed utility crossings within the CR 512 corridor. Based on our discussion last Thursday, I increased the size of the east casing at the Barber Street intersection to 30" diameter which will accommodate a 16" diameter PVC main. I also increased the size of the 20" casing you suggested for Easy Street to a 24" casing which will facilitate a 12" diameter PVC main. Should the City find itself in a position to supply water to the Saint Sebastian development, once the GDU water treatment plant on Filbert Street is acquired, it can do so by installing a 12" main north along Easy Street. The 12" main will have enough capacity to supply water within Sebastian Highlands north of County Road 512. I added three 20" diameter casings to my initial list to accommodate two major force mains which someday may cross County Road 512, and one reuse main which may carry reuse water from the GDU wastewater plant once the City takes it over. The major force main which I suggested cross CR 512 on the west side of. Barber Street would convey wastewater from the entire west section of Sebastian Highlands to a future wastewater treatment plant to be located on the west side of the Sebastian Airport. I purposely did not route the force main up Roseland Road because the County has a major water transmission main on the west side and the City would have its water main on the east side. I wanted to avoid a water main and force main in close proximity to each other on the same side of the right-of-way. Mr. Hal Schmidt, P.E. April 26, 1993 Page #2 The other major force main casing which I suggested crosses CR 512 on the east side of Fleming Street. Should the City takeover the regional lift station east of Fleming Street in the future, it could pump wastewater north of CR 512 to the proposed wastewater treatment plant at the airport. The reuse main casing would cross CR 512 at the west intersection of South Wimbrow Drive on the east side of the right-of-way. The main would emanate from the GDU wastewater treatment plant on Bailey Drive; run north to the drainage right-of-way at the southeast corner of Sebastian Highlands, Unit 15, run west to South Easy Street; cross the canal to South Wimbrow Drive; run west on South Wimbrow Drive, and eventually intersect with Fleming Street. From there, it would travel north to the Golf Course or Airport property. Of course, if the GDU Wastewater Treatment Plant were deactivated, the reuse water main would serve as a force main. The north piping would be routed to the new future wastewater treatment plant on the west side of the airport. I don't anticipate that the size of the force and reuse mains would exceed 8" in diameter. However, I sized the casing under CR 512 for carrying 10" diameter PVC pipes as a more conservative approach should the need arise in the future. If you disagree with me as to location and size of the three wastewater casings I added without the benefit of prior discussion between us, please call me as soon as possible. I can call Jim Davis to make revisions while there is still time. Sincerely, Richard B. Votapka Utilities Director cc: Robert S. McClary, City Manager File: 512 Casing. Let ILART-NLA v & ASSOCi3TES, INC. engineers, hydrogeologists, surveyors & management consultants April 8, 1993 HAI#93-023.00 Mr. Richard B. Votapka, P.E. Utilities Director City of Sebastian P.O. Box 780127 Sebastian, Florida 32978-0127 Subject: County Road 512 Utility Crossings Dear Mr. Votapka: As requested we have reviewed the Lloyd and Associates, Inc. C.R. 512 Corridor Improvements Phase I engineering drawings, as well as General Development Utilities, Inc. (GDU) drawings of their water system. Based on our review of these documents it is recommenced that carrier or casing pipe be installed at the following locations: 1. Easy Street 2. Wimbrow Drive 3. Fleming Street 4. Barber Street 5. Roseland Road It is recommended that pipe with an outside diameter of 20 -inches be installed at the above locations. This pipe is sufficient to carry a 10 -inch watermain, based on the outside diameter of the mechanical joint gland. Moreover, the carrier pipe should meet the requirements of the Florida Department of Transportation "Utility Accommodation Guide". In addition, the thickness of the casing pipe should be not less than 0.25 inches and shall be of sufficient length to meet the FDOT requirements. With regards to Sebastian Elementary School the drawings that were provided by GDU indicate that this school is served by an 8 -inch watermain. 201 FAST PINE STREET • SUITE 1000 • ORLANDO. FL 32801 TELEPHONE (40-) 839-39ii • FkX 1107) 839-3-90 PRINCIPALS: JAMES E. CHRISTOPHER • CHARLES W. DRAKE • GERALD C. IIARTM.AN • MARK [JXK1! • MARK A. RYNNI.\G • HAROLD E. SCHMIDT. IR. Mr. Richard B. Votapka, P.E. April 8, 1993 Page 2 If you have any questions regarding the above, please do not hesitate to call me. Very truly yours, Hartman /J&QAssociates, Inc. Harold E. Schmi td Ir., P.E. Vice President cc: Gerald C. Hartman, P.E. Gary J. ReVoir, II, P.E. HES /mg/C-5/ V OTAPKA2. HES L-iU • 5le 10 W S 1 16 W r 3 2n 19 11 `1 I2I]I•I]Ie �T le 910 II 2 le y 2 I] O RANDIX• IT / 11 / 13 ° • 13 ~ PA AA ; T 2/ 1 28 20 19 I° I) 18 IS I• 1! I2 11 ] 1° 3 I° It1,019,0 91, T : . sIS4 �53x Av °15123 l za ' z 3 • e397 a 9l0 zo z I• _ 55 B° e 9 22 20 I 2 3/ P4 I AV EMUE 3 10 T 10 T 10 a 10 9 9 ) f 10 ZO ' 2♦ I• IT IB IS 1/ I! 1 II 10 m 19 IB 1T 18 IS I• 1312 11 ig ° • It B e `- I zi5• y 140 e Ix 19 ° � 1 x 3♦ s 8 i B W 56 ) � 22 9 m l 2 3♦ 3 n i g 9 ,1� 13 '° °141zi O3WEG0 AV NU ° g 2n 23 N 232 21 20 19 1B R •e IS t♦ 17 e ! (/ / 156 �• le • to 9 9142 3 2 IB In 1s a 13 1x z 42 1 x J• 5 8 T 8 9 10 II 12 13 I! 10 19 1 IR 2]• 11 O DOL PMIN PVEMUE 11 ° A . 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KA.:�0 �m m om o0 ffmOp m ;.•'� . <? m la m: Ul � I ©ar: ao�. m�� m om o O ; om o Win � � ;w yam ®m ria TRACT ©m om am�mm 0!`om,v r om�n�m14}m®mfm/mama 0�PARK o m�nm IYCi®I ® ®®I ¢xLL\ v®e .�. m am v m ►yam L..��._ -•- �� �. rm mmm o® a�0 �0 OO ��c-am�la m ��m mE�mQ ®®Q►�< �� i® . oom v®a �® °.. �o�©rev©�� �I o i� aqua w ou�m�m [bill -to ., ooh �� a� �am�iQ���mO . DIGdriO� Om©0K Its Il 16 1911 I] IR n 115 � . '16 1 e a 10 BOARD OF COUNTY COMMISSIONERS 1840 25th Street, Vero Beach, Florida 32960 Telephone: (407) 567-8000 August 10, 1994 Mr. Bill Bell Martin Paving Company 2725 Industrial Blvd. Vero Beach, FL 32967 Subject: Conflict Structure Sta 158+90 Left Dear Bill: This is your authorization to furnish a conflict structure, according to the accompanying plans, at the above location at a cost not to exceed $2,250.00. We thank you for your cooperation, and if you have any questions, please call me at 567- 8000, en ion 221. ) S' cerely,. / RRjo e %e Cain, P.E. Counky Engineer RDC:gfk cc: James W. Davis, P.E., Public Works Director Rich Votapka, P.E., Utilities Director, City of Sebastian Mike Dempsey, Martin Paving Company file C:\NP51\DATA94\512809A.RDC •► r • ,74� : -fit �a �, I •', � � • • � -7. ` �y )4 • y , r ad '40. 4 xw WAXIL— r I NS44 Ar �.df A Lo rw t T r /58 /59 /60 _ 161 _. INDIAN RIVE -- DESIGNED DRAWN CHECKED JOB NO. D.T.C. ✓.E.B. RW.W. B7-655 C R. 5/2 CORRID01- DATE SCALE APPROVED FILE N0. /-�/ p� �� I (P` Z 1 o- to N TOP ELEVATION TO a N �l - ... - ....- MATCH FINISHED _ GROUND AND PAVEMENT EDGE '(1)0.26%' LT E.QP W8 N SW4L E �. 4' 23" RCP _ I 70fflST. TYPE — `F "/NL ET CONST. 168 L F RT INV ..EL. 22.38 CONS.129 . LF/4"x23"RCP J >NV. EL. 2/.35 ✓NV. EL. 20.62 S 29A) INV. 20.74 /NV. 2075, _. /NV. EL. 20.96 j'10RTH SWALE CJLVERT _ CONFLICT STRUCTURE PRE -CAST BOTTOM WITH T=100 BASE & BRICK OR BLOCK I TRANS. e FROM NORMAL FULL e A TOP, RING &COVER 0.02 ft/ft TO 0.038 ft. /ff. , WB $I /58 /59 /60 _ 161 _. INDIAN RIVE -- DESIGNED DRAWN CHECKED JOB NO. D.T.C. ✓.E.B. RW.W. B7-655 C R. 5/2 CORRID01- DATE SCALE APPROVED FILE N0. /-�/ p� �� I (P` Z 1 o- /58 /59 /60 _ 161 _. INDIAN RIVE -- DESIGNED DRAWN CHECKED JOB NO. D.T.C. ✓.E.B. RW.W. B7-655 C R. 5/2 CORRID01- DATE SCALE APPROVED FILE N0. /-�/ p� �� I (P` Z City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 L1 FAX (407) 589-5570 PRESS RELEASE FOR SCHEDULED WATER OUTAGE BY THE CITY OF SEBASTIAN UTILITIES DEPT. There will be a scheduled water outage for the following areas on Saturday. March 4. 1995: 1) Chesser's Gap - which includes Food Lion and all other commercial stores within the shopping complex, and the Elks Club 2) Unit 14 Sebastian Highlands 3) Unit 15 Sebastian Highlands 4) Unit 12 Commercial Properties east of Collier Creek 5) Sebastian Elementary School 6) Italian American Club north of CR512 It is anticipated that the water will be shut off between the hours of 9:30 AM and 2:30 PM. The reason for the outage is that the 12" water main supplying water to the above areas must be lowered to provide for the installation of a 48" diameter drainage pipe into Collier Creek. The work is in conjunction with the County Road 512 project and should be the only scheduled water outage during the course of construction. Residents and businesses are encouraged to fill containers with water for drinking, cooking, and other uses prior to the scheduled outage. Although all precautions will be exercised by the contractor to keeping groundwater from entering the water main during construction, customers are encouraged to boil water for drinking and cooking purposes for 72 hours following the restoration of service or until approximately 3 PM on Tuesday, March 7th. Public notices confirming the discontinuance of the "boil water notice" will be issued as soon as practical following final laboratory tests. Refilling and repressurizing the water main may dislodge rust particles which will cause a reddish brown tint in the water. Once the pressure and flow is returned to normal, the reddish brown tint should,disappear after two to three days. The rust particles in the water are not harmful although the discoloration of the water may be very noticeable. Should the coloration persist after Wednesday, March 8, 1995, please contact the Utilities Dept. at 388-5357 or 388-5536. This announcement issued by: Richard B. Votapka Utilities Director City of Sebastian (407) 388-5536 (407) 388-5357 S.H 23 3 t upT CAMPBELL ESTATES IT T JN 2 ORTff HEIGHIIV;�- 4 t--- Wx"11- - 2pA�& GROVE SOUTH MOON 6 5 T S.H 23 3 t upT CAMPBELL ESTATES IT T JN 2 ORTff HEIGHIIV;�- 4 t--- Wx"11- - 2pA�& GROVE SOUTH MOON V 10, 10. { it 26 , �1 rn'2 iqp �ryF.♦ ='3s 2 .soca 25 ♦1 z/93 7 �2 b S iw� i i I i i in p 1 I ]5 ( ]b 1 L 9q i. ^.. 33 - - n t ..✓`.+' i.. t1s s. 132967 `•u� P.S.#II' I 1 �15 I • HARTMAN & ASSOCIATES, INC. EXISTING INDIAN RIVER COUNTY engineers, hydrogeologists, scientists k management consultants WASTEWATER FACILITIES SOUTHEAST HANK BUILDING INGROUND SUCfE 1000 • 2011 EAST PINE STREET • ORIANDO,FL 92801 TELEPHONE (407)099-9955• FAX (407) 099-3790 Figure 3-3 % a a�6 2'vli5lfl 1i66511a1112 cjZ 0C z 1 -. .i ' Iz ]II - .=d.R9rie' / `• �. OF>NGr •VEND( V '1.. S OI IY 1u 110191617 5 \�\ 161p Z6I26 2.1 z].Iz212. IZ Oj 9 e 1 1161 •` I� 20 � , r p 13 ,15 rF c ! 6 51rF 121!1 IEI?iS is rOj :zjl5 < 21 1Y 151. 1516 `eLasti�nPP4~ ////�\ 2.26 12 I9 C. 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OF 2 39 a i2 i 3 16 9 IB IT ;> 6 5 a 3 2 1 I 21 2 23 9 2 12 ! g (YT - S !1 P I) 1 19 3 19 I 96 9 LREEK W 1 MI 20 4 B E6 II 9 21 Y 54'9 ^. 1 a� m E VB 1 T T) 10 tU 2 IB 2q b l AY iY°I 12 9 He 10 36 I 3 4 'TOA 2 25 6 18 M Ia 20 2 D 13 6 5 . 3 6 S 2B 9 59 5066 3 ! ' Ip 13 Ip 13 B I I ,I -. 35 56 6 19 O 6 31 9 a'ST % tl S35b 0•1 2 31 SOL 2Y922B82n> P 6 25 19 ` Y 19 k99I)'n 4o Ib16E11 13 11Y 1D10 6 I -T > 14 11 YnI `aW 1DSz L99E246 T °zS z g o 5 S°O99 ?T0 �` I9 2°D )zI O ,IT922 I4S ZI. 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CO2R110,05t 4/Z6/93 _ NmthcavUD UP PtK W Sulow i W-cp- CIT`/ OF w#,-rftZL 51-1 E E T N= OR Z (SEE SHEET PROPOSED UTILITY CASING PIPES IN 741F C2 51'L RRtaoR /Vo, 1 OF U L 4/2Q./93R 1 l 1 vOCELLE AVENUE 22 21 [O 19 Itl I} 1610 2B N Ibj... — I 20 / /p R 21 YO 19 IB Ir 18 10 11 I] YD Y, x! 2i 21 2 Ip 1a IT la 10 14 43 p V'V./ GI[ 1 131 — W J GIF- 5 1 _ W 1140 /`�"pada• C0.`5 /1at1oL�Nl. 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Z Itl 4V ey151�2 3 Z6 T 1 ? /nt' # IY 27 16 e 0 as °VENUE 232 2} ) fi 10 21 la 1} 16 1a H I 12 II 10 '� /\ 1 la 8 YB 1 6 fi l B P 1 2! 9 3 6 T a ae 9 > 29 # w 1@ IBR IP IS 19 1] IT 11 9 ET N 11 OP 1■ 3 � 1011 26 Ix a s I l a 29 I# 0 10 _ OSWEGO IT 1 xl P 1j 19 141- ° ° a b 1 6 xo Iz 234 m 233 -x! �> 10 - -�} '. 0 ZI o f 1p t 1 1(� J >1 1a 1 la 13 2!• b I 2 J• 5 6 T p 9 10 1< • 1Y 0 20 x Y B > 6 0 c 11 I2 1] 15 Ib 1 9 I g142 29 f 29 IB YITIfi r 19 1 x IB 1T 1916 PVFX pia 8 11 H A 3 � 74 ❑1 6 1 Z 57 10 O I O l! 4E YS ' IPIB 9 ' x°19 26 25 2AVE6 lUa 3 Ir 19 4 35 'Sfi Z2 rc R 20 1. 1! 11 11 I _ 12 Il g a T fi la 9 1 9 g 4J ♦P ib 2y x a I 16 5227 19 ]O I 2 3 < 5 fi T ■ 9 10 11 1- 13 u' 1d '9 I - --z 28 n 16 143 a 144H g " 1 °e o0 2 1T a r 1] TRACT -q" '2 PP¢ Y0199' YJ ° 2126 y P IT11 E3 2Z 21 ZO 19 Id V e Ifi 1] 19 13 12 TERR>„ E G 4 a 11 JO PARK I II ' I■ b N Z1 190 2O _— .. 1 2! 1 e !1 2 IT ' } 16 10 29 2a 1 2 3 • 3 6 r @ 9 10 11 Z I] 9 15 19 1! 13 � 20 21 2 22 11 20 19 la li 616 IO �P I 6 �. 1011 10 3 I6 I2 16 1 29 - IQ5 19 ) 2 37 7 2216'_ Ifi g P 1110 y , 6 'a a 11 E 1° 53r N L V 22 IS ) 9 9 m u 6 2! 1 2 3• S 6 T B a 10 13 ' 22 19 9 I 1B Tr Ifi 1> 1♦ 1! 12 n 10 9 23 q :6222. 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GATE VALVE x' 2XT 8_MalL�e ------ _. --- ADD'L - cit8i� �. s O Q/, o2F S F 1%x G <1P 9<L� �9� CF, /2 C' s 9 NOT 0 12 " P.V.C. WATER MAIN S U B D I V I D E D No 512 —� —RIGHT — OF —WAY — TELEPH I TRACT "A" 0 Y T � i �✓ o q'r �k ate+ PROPOSED SIGNALIZED INTERSECTION. REFER TO DRAWINGS FOR I.R.C. BY LLOYD k ASSOCIATES / ti MH #12 STA. 04, TOP m 24.0 24.0 4 �yyQQ / / \ \ S.E. INV. = 12.30 �ryK'6 Qyhry S 287' OF r PVC �Q9�0� / / / �FT ^S)R& S.S. O 0.331 le \` /\ \� I � \ BLow SCALE:1 "=2 NOTE: ALL UTILITIES WITHIN FLEMING STREET EXTENSION RIGHT—OF—WAY IS BY OTHERS UNLESS NOTED OTHERMSE. REFER TO CHESS 'S GAP P.U.D. DEVELOPMENT PLAN FOR ADDITIONAL INFORMATION. S.S. MH. #11 (t STA. 2+82 TOP = 23.48 N.E. INV. = 18.79 (DROP) N.W. INV. =13.18 S.E. INV. = 13.18 S.W. INV. = 18.50_ (DROP) 4 BEN Qe ?8" � \ px ti , fv/ .AJ � /1�i \ �� �\"�•9n 'rip ,�i S.S. MH. #10 �-7f // 80••O; Q4\ ,j,'{/ TOP EL = 23.23 I �1 SIGNALIZED INTERSECTION.- DRAVANGS FOR I.R.C. & ASSOCIATES / Q G / / &>OozS h 54' OF 24' RCP CURB INLET y�1 (i STA. 1+50 \ 10' OF 14" RCP \ STUBOUT AND CAP CURB INLET g2 STA. 1+50 \ 20' OF 24' RCP } !,p STUBOUT AND CAP Jul NOTE ALL PAVING, STORM DRAINAGE PIPE $STRUCTURES WITHIN FLEMING STREET EXTENSION R.O.W. ARE BY OTHERS UNLESS OTHERWISE NOTED. CURB INLET #4 q STA. 3+90 �C- CURB INLET g3 STA. 3+90 �`+T ��oz .V :it, f -ori •, c7 � A — 476.2e' coo y r aj N y ;00* fn OT Otzz col ti11r1ti m \ \ F \ 700UA on Is 41 V 7 w v r S, 0 �() a2 S A. .dQ�C t1 0 \. 443 1p ' /� C / \ \ V \��po \�4% say° 2z>S°> N g„ �.0rri AV Fq I\ ♦ /` \ \ \ '9 LO 11\ vy A.ti z or-, \ `' _ oo/.1/^� L /$ ``��'J A s^! �9• 3i• F\s N PAF °, 11 , 30 O� 29 59 /o 2 eP /�� I 27 3t4o / 25 26 508 0 8 o�y /� I 24 4>0 / o�A,, 23 16 Q a`' x�� �`` 22 43 Igo NO \ 21 0� sot, ,�.• �• �v 01 a` 2 508 0� co otic /P o� /PO 508 / r / 57 'tJgT 55 N N 54 ' co 12 1 I Iti 4` S 0 8 (qq 2 y 13 oorok 2I R/509,SEE DET L q4eb 41, t�/ . 15 �`�+ �-� PO�tv°x° { 12 1 / \ pkv / �, yF ti� I = i q i 6 vv /Fti '• t l ! `^ fir T r tiL {•� 4 . ., n n 7 pfzlZ 'y \ o .tiR�10 6 TRACT B +s. tiF o 10 x� 9 \ /sig 9 $ `\ rE w EX STT.. 6 11 P.V.0 /EL. 18.3 29" X 18" C.M.P. INV: EL. 19.2 6" MIN. HInn 8 7 / \\ R 41.4IN 509 '�®� \ 7 6 w I / 6 5 O� ,` \ 507 5 4 3 2 25P. I Y uxV\ X 16 C.M. \ INV. 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