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HomeMy WebLinkAbout2005 Preliminary Plat & Site Plan (Box 10 #22)CLEAR DITCH OF dEBRI AND VEGETATION. j LARGE TREES SHALL B:E, SAWN AT BASE ROOT SYSTEM TO REMAIN). i I kEGRADE ® 2:1 SESDNKOD J SLOPE AND SO 10' DRAIN' EASEMENT I ALL: REQ`D LANDSCAPING DEDICATED TO CITY j WITHIN THIS LOCTION. Or SEBASTIAN VARIES READ BUILDING LIN 1 4.69' TO VARIES FROM I 15.77' 13.00` TO 14.33' ROL A DARY GAP VA�I8:51TO 9.1' f 5•4' I FINISHED FLOOR ELEVATION=25.0't 25' SETB K... . _ .. l ........... ...26 LLS . _ 24 ---------1 I ,.... ..... , _ ._._........v.. .. _............... I ............_ . — -- —..---- . --.-..-.--.,_._---•---- 4 wv 22 v .............. „ ...... _._ ... _..... _ _.... ..... . .. .. _....... 22 EXISTING GRADE \v I:.. 1 I SWALE VARIES. 20 \ / v 20' 18 _ - ,� EXISTING DITCH 18' I, 16 h _............:... ....... _.....__ ........ _ ............ _ ._ ............... .......................... 16 IZ.. ry _....., . I14 z L. _.. m_ . _., .... ..... ... 10 10 8 ....... _ ._. _..._._ ......_. �.:.. _.... .............._ .......... .. _........ _..... 8 I �SFCTK`\N i 4.67' SIDE 10' DRAIN EASEMENT DEDICATED TO CITY OF SETBACK SEBASTIAN R VARIES i 15.00' I 6' TO 8' 24 FINISHED FLOOR 26 .. _ _ ELEVATION=25:D ± 26 24 — —_— — — -- __ 22 /.., _ EXISTING GRADE 22 FILL DITCH GRADE SHALLOW 20 20 18 EXISTING DITCH I 18 VARIES . 160 22.5TO21.5 _ 16 Z O 14'o 20 LF 18ADS AT SOUTH P.L. 14 w INV. 21.5 N, 17.6' S 12 12 CL _. 10 10 8 I i. 8 s EC07 T I O.J N B 100' R/W MAIN ST. 26/ 1 2 24 22 EXISTIN 20------ 18 18 141 12 10 8 1 1/THICK _ N, 1 ROW (2' AB04 OF S M$R.t D ASPHAL'i I ROW �2,� OR BACK OF VRBSODD MINPAVEM Afl' 0 $OD MI ..._...... - MODIFIED MIAMI CURB e• sfAaluM Su6GRAOE (Oast CDAIPAC m AASHTO T—t SD AND FB1t �o% MDIE0 TO A HOMDG MOOS MA*RIAI. FILL COO � Y0 Oe'oowkA SHELL CompAm e% WAX. DOOM 70 O87i MA%. DENSITY. (/V1SF110 f-1e0) (IND 68M SD TYPICAL ROADWAY SECTION I I I I I I i I REAR SETBACK 1- z z v � � W ZO�pU ~dW zZwo�rNZ r-Wwap0p3E©W wwt3��a��20w �a�iwp�aar3 zo�rop�a�m��. wo==wwS�-a�waa a..33 wDa 0 r �i o N � ct) �i z CL o�, LL 0= o Q C� o W z.:w 0 0 w go 07 W © O MO w C cz LL 0. z: o FM� o >- LLJ W 04 ED 7 m z o04 zti Nuj 0 z Q F- w 0 0 O ry z T IT^ V / m /^W Y V w m rh Jemw W. SCHULKE FL REG, N0. 048 ❑N-17 REG.396 ❑DARD NOti05 i DA �1�311EET c PROJECT NO. 04-- 24 GENERAL NOrt�S: t� # THERMOPLASTIC GORE 1. THERMOPLASTIC SHALL CINFI$RM TO THE REQUIREMENTS OF THE FLA, D. O,. T... STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL COUNTY OR CITY MAINTAINED ROADWAYS, 2. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION., IF THE EXISTING PAVEMENT MARKINGS ARE B INCONSISTENT WITH 'THOSE PROPOSED; UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. 3, THERMOPLASTIC SHALL BE USED ON COUNTY OR CITY ROADS UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. ■ 4 ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, V • ■ ■ CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER • O COUNTY TRAFFIE ENGINEERING (M. U. T. C. D 3B=5). ■ D 5. SPEED EQUALS POSTED SPEED IN M.P,H, OR DESIGN SPEED, WHICHEVER IS GREATER, ■ ■ 6. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FI.ORIDA DEPARTMENT OF TRANSPORTATION STANDARD ■ B R � SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M. U, T. C, D. & r D. O. T, ROADWAY & TRAFFIC DESIGN STANDARDS (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F. D, O. T. STANDARD SPECIFICATIONS. MONO —DIRECTIONAL COLORLESS REFLECTOR B 7. IF CXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATI$LE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO- COMMENCEMENT OF WORK. FOR DISTANCE 'Z' SEEE CHART 2, B. DISTANCE BCTWEEN STOP BAR AND: CROSSWALK SHALL tE A MINIMUM OP 4 FEET. # 5RAISED MEDIAL WITH TAPERED NOSE 9. THERMOPLASTIC SHALL NOT BE INSTALLED'ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS PEEN COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS: SPECIFIED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. g 10. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES At INSTALLATION. 11. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE NOTED, PER F. D. O• T, ROADWAYAND TRAFFIC DESIGN GUTTER STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS . 12• ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTEROF THE PAVEMENT MARKING LINE. 13, ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE CURB INSALLATION. 1'4• ALL MARKERS SHALL BE CLASS "B" AS PER FOOT STANDARD SPECIFICATION'S FOR ROAD AND BRIDGE SECTION 706. BIDIRECTIONAL AMBER REFLECTORS 15.. ===�> INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING): A 16. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPErb. AS SHOWN ON THIS TYPICAL DETAIL 17, REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS N AND BUT NO MORE THAN 18" APART SEE NOTE 26. 18° EPDXY SHALL BE USED WHEN INSTALLING R.P:M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL OE USED TO SECURE # 9 SKIP LINE R.P,M.'S, THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES, 19. R.P.M. 'S ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING ROM's WITH PAINT. LANE LINES RPM's ARE TO BE PLACED 1" (INCH) TO THE RIGHT OR LEFT OF THE LINEi AS APPROVED' BY THE COUNTY. + 20.. '0 OR 'F.O.P'. DENOTES FLEXIBLE DELINEATOR POST. 21, I ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY I20A0WAY$. 22. ALL REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER: DISCERNABLE. I. 83. LANE LINE RPM's ON THE 4 (OR MORE) LAME PORTION OF ANY MEDIAN --DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITElRED (SEE STRIPING KEY 'T'3 ALL OTHER ROADWAYS INCLUDING THOSE WITH 91-DIRECTIONAL CENTER LEFT TURN LANES i i GRASS MEDIAN EDGE OF PAVEMENT CROSSHATCH # ED N WITH CROSS HATCH R4-7 W%CASE =4> r r D 71 EDGE OF PAVEMENT BI-DIRECTIONAL AMBER REFLECTOR FOR DISTANCE 'Z SEE CHART2 FOR DISTANCE Z, SEE CHART 2 # 7 # 8 SOLID LINE, WITH SKIP REFLECTOR PLACEMENT FOR TWO LANE BRIDGE (SEE NOTE 6 & 7 BI-DIRECTIONAL AMBER REFLECTORS AI I. K A r ■ ■ _A 7_0 i # 1 SKIP LINE WITH # 1 2 D Old B LE SOLID LINE TWO WAY LEFT TURN i, K - • f III ■ SHALL USE MONO -DIRECTIONAL WHITE RPMS. A L ■ r ■ ■ r ■ r ■ ' N. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS <RPMs) ARE REQUIRED III ADDITION TO THE CENT ERLiNE PAVEMENT MARKINGS. ■ IN ADDITION, ALL RPMS. SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. I BI-DIRECTIONAL AMBER REFLECTORS '� � BI-DIRECTIONAL AMBER REFLECTOR 25, ALL AIDS A,ND DRIVEWAYS.CONNECIED...TO PUBLIC_ OR ADS SHALL BE 50 MIL EXTRUDED TYPE 40' RADIUS A THERMOPLASTICENT MARKINGS ON PUBLIC ROADS P 26. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER FOR DISTANCE Z SEE PAGE 2, I ' \' COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEDMETRICS, V PAVEMENT MARKERS (RPMS) ARE TO CONSIST OF 4--INCH SQUARE MONODIRECT ONAL WHITE, # 13 RAISED MEDIAN CHANNELIZED LEFT 'TURN/DIVIDED ROADWAY # � 4 GRASS MEDIAN I # 15 RAISED CONCRETE �# 16 E7 ANDBI-DIRECTIONALYELLOW. s TRAFFIC SEPARATOR RAISED MEDIAN WITH 28, LANE LINE RPMS ON THE 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY $HALL BE BI-DIRECTIONAL WHITE/RED. TAPERED NOSE 29, RPMs SHALL BE POSITIONED IN ACCORDANCE WITH E'DOT INDEX NO. 1735e AND THIS PLAN, BUT INSTALLED bN-THE-STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. MONO -DIRECTIONAL AMBER NOTE: WHERE DETAILS AND SPECIFICATIONS DENOTE "INDIAN RIVER COUNTY" R6--1 W/CASE 1 IT SHALL ALSO MEAN "CITY OF SEBASTIAN". CONC. SEPARATOR — m 6 TYPICAL TURN LANE ARROW 100 F'T MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES NOTE HANDICAP OR WHEEL .. CHAIR ACCESS RAMPS DICTATE > tYPiCAI CROSSWALK PLACEMENT ,- BE CR0S5WALK5 SHALL ER I ' BE INSTALLED AT SIGNALIZED SHOULn OR STOP SIGN CQOLI ED INTERSECTIONS AS PER DESIGN BY P,B.C. ENGINEERING. CROSSWALK C STOP BAR PLACEMENT STANDARD CROSSWALK I �n SHOULDER /If 91 If El `r # 2 THFRMOPLASTI':C ISLAND r ■ BI-DIRECTIONAL AMBER REFLECTOR FOR bISTANCE 'Z ' SEE CHART 2 # 6RAISED MEDIAN WITH CROSSHATCH w, /-- R4--7 W/CASE I 3' OAP � r a r ■ ■ ■ ■ I ■ ■ ■ i q GI -DIRECTIONAL AMBER REFLECTOR FOR DISTANCE 'Z ' SEE CHAR12. # 1 o THERMOPLASTIC MEDIAN AT INTERSECTION SEE NOTE 26, I F.D'.P.'S D 1R,M e+..�,►.s,i e 3' GAP O 0 ■ R6-1 W/CASE 1 CONC. SEPARATOR MONO -DIRECTIONAL AMBER-f NOTE: RAISED CONCRETE ISLAND DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER, PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART B B CRASS MEDIAN • TRAFFIC SEPARATOR (NO CURB) f ■ *o_/ r ■ BI-DIRECTIONAL AMBER REFLECTORS (SEE NOTE # 26) (SEE NOTE # 26) i STRIPING KEY A = 6" SOLID WHITE K = 6" DOUBLE YELLOW B = 8" SOLID WHITE L '= 6" SKIP YELLOW TYP (10'-30') C = 1 SOLID WHITE M 6" SKIP YELLOW TYP D 18" SOLID WHITE N 6" SKIP YELLOW TYP (2"-4`) E = 24" SOLID WHITE P = RPM MONO -DIRECTIONAL WHITE/CLEAR F = 6" SKIP WHITE TYP 10'-30') Q RPM BI-DIRECTIONAL AMBER/AMBER G = 6'1 SKIP WHITE TYP 6'-, 10') R = FDP WHITE H 6" SKIP WHITE TYP 2'-4') S = FDP YELLOW 1 = 6" SOLID YELLOW T = RPM BI-DIREC. WHITE/RED J = 18" SOLID YELLOW I I (SEE NOTE # 26 ) RAISED CHANNELIZED # 1 RIGHT TURN LANE ISLAND ■, ■ ■ A 6 o INSTALL AT DROP RIGHT TURN LANE ONLY R (SEE NOTE # 26 RAISED REFLECTIVE PAVEMENT MARKERS (RPM's) LENGTHS CHART #1 OF APPROACH STRIPING (FT) SEE NINE 5 & 6 CHART #3 SINGLE TURN, LANE STORAGE ( MINIMUM - E T) i. 2. 3. 4, S. 6. j CHART # N El T E S l STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW, APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALI ED, ENTRYSPEEDASSUMEItTC] BE 5 MPH LESS THAN SPEED LIMIT] � STORAGE:LENGTHS CALCULATED UTILIZING FDOT INDEX 301. ASSUMES ;UNIFORM ARRIVALS WITH TOTAL QUEUE IISPERSAL EVERY 2;MINUTES. , _ ,I - 6 10 ,WHITE SKIP LINE LENGTH 180 . USE OF SI�GLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER E E GI EER. '. !: - A - B C = 1) = E 1 - G = H = I = J = K = L = _ M -- N P' = Q: = R = S = T = U STRIPING KEY 6■ SOLID WHITE 8" SOLID WHITE 12M SOLID WHITE 18 SOLID WHITE 24 SOLID WHITE 6" SKIP WHITE TYP 10 --3O) 6 SKIP WHITE TYP �6:—1 0) 6" SKIP WHITE TYP 2-4'). 6" SOLID YELLOW 18" SOUD YELLOW 6' DOUBLE YELLOW 6" SKIP YELLOW TYP 00'-so') 6" SKIP YELLOW TYP (6:-10") 6" SKIP YELLOW TYP (2-4`., RPM MONO -DIRECTIONAL WHITE/CLEAR RPM 81-DIRECTIONAL AMBER AMBER FDP WHITE / FDP YELLOW „ RPM BI-DIREC. WHITE/RED 8" SKIP WHITE TYP. (18"-18") CHART #4 NOTES: 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW, Z APPLIES TO RIGHT OR LEFT TURN LANES. 3 ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT j STORAGE LENGTHS CALCULATED UTILIZING FOOT INDEX 3oi, 4, ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES, AT 95Y LEVEL OF CONFIDENCE.45 S. ASSUMES 50% - 50' LANE DISTRIBUTION, , 6.6 - 10 WHITE SKIP LINE LENGTH = 250',. TURNING VEHICLES PER HOUR MPH 3D-60 61-90 �1-120 121-15 51-18 181-21 1I-24 241-27 71-SO >301 - SPEED l DISTANCE ) 55 3'65 390 415 440 465 490 515 540 565 590 50 300 325 850 375 400 425 450 475 500 '525 80 500 280 R80 295 320 345 370 395 420 445 470 §5 550 40 280 280 280 280 2B5 310 335 360 385 410 0 0 O 45 700 35 880 280 280 280 280 290 315 340 365 390 $O 8O0 CHART # DISTANCE BETWEEN CROSS HATCHED LINES CHART ] DUAL TURN LANE STORAGE E M I,N, - FT�"URN I NG VEHICLES PE h H❑Lli� MPH 0-•240 241-300 301-360 _ - 36 i 42 _ 421 48 _ 481 54 > 541 55 490 515 540 565 590 615 665 POSTED SEED LIMIT (M, P, H,) Z (ET,) 50 450 450 - 475 500 525 550 600 45 450 450 450 450 470 495 545 S.. 40 20 40 450 450 450 450 - 450 450 465 45 30 35 450 450 450 450 450 450 485 >_ 50 40 r �Ii V J >` ai vl C) W, M 0 Q00' Q � zo°J a LL. Q o _� O z Z Lu U z o m 0 rr��` VJ CC Q Orn � 6 a w o>� W N ¢ LL_rz J Cn, o W C) LL Z �N � W � O W 7 "o .0 rz ~r ti J 0N � � J 0 Z_ `-,--'0Z i Iz Z 0 )1— AC Z Z V)MLJLLI Ldc a Q Z F_ m ui 0 F_ m 0 dl JOSEPH W. sdiUU(E FL REG. NOi 47048 Q JODAH 8 Bl= q.G NO: 57306 STODDAAD FL NO. 57605 1 1005 A SHEET 1 PROJECT No. 04-124 SIGN SPECIFICATIONS: SIGN FACE - I NGIN.EERING GRADE REFLECTIVE SHEETING SIZE - AS SHOWN COLOR AS SHOWN HEIGHT -. 7' MEASURED FROM BOTTOM OF THE SIGN TO :HEIGHT OF THE NEAR EDGE OF PAVEMENT... OR . TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM) :.080 INCHES THICKNESS (FIBER GLASS OR PLASTIC) :.120 INCHES BOLTS: 3/8 " x 3/4 « W/ HEX NUTS, 2 (MIN:) PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED. 2 CASE 1 YELLOW CASE 1 ��� YELLOW eke o �8+ 0 CASE 1: Yellow baked enamel: with nine 3" yellow reflectors, or yellow hlgh intensity sheeting without reflectors. GRADE\1 30x30" 24 X48 24 x48 �k tF7{ . STOP W1�-7 W1•-6 BLACK ON YELLOW BLACK ON YELLOW RI-1 WHITE ON RED I = Fl- - , �' I W1-7M BLACK ON YELLOW vv 7 4"x30 SPEED LIMIT XX BLACK ON WHITE LOCATION: 100' TO 200' FROM SIGNALIZED: INTERSECTION AND AT 2640' (1/2 MILE) INCREMENTS. 24"x30" 30"x30" 30"x30" R4-7 BLACK ON WHITE W 14-1 W 14--2 LOCATION: ON THE END OF TRAFFIC SEPARATORS AT SIGNALIZED INTERSECTIONS', BLACK ON YELLOW BLACK ON YELLOW ON THE END OF TRAFFIC ,SEPARATOR WHEN LOCATION: 50' FROM LAST LOCATION: 50' FROM LAST THE CURVATURE OF THE ROAD WARRANTS. INTERSECTING ROADWAY. INTERSECTING ROADWAY. 1 #4 (y SIGN LOCATION AT 'I INTERSECTION SIGN LOCATION 10(1-7 CAS E 2 O AT DEAD END STREET W1-7 RED With two CASE 1 s IO CASE 2 (red) • • • 0 � 2' 4' CENTER TO CENTER (ye I I O W) CASE 1 si•� 10' • •.• 4' 4' 4' 4' GRA 3' I CASE 2: Red baked enamel with nine 3" red reflectors, or rod high intensity sheeting without reflectors. #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) V C r` °c I I nONELANE ROADCONS•i1500 FT 250 500` 500' 500' 50' to .ram.✓ .. � ork re 7T500, 500' 1 500` L w Cones Or Tubular Markers At 25' Centers And Type N Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD ONE LANE Cones Or Tubular Markers At 50' Centers And raNSTRUOTIaN ROAD "/ Type N Or Type Barricades Or Vertical Panels 1500 FT 1000 FT Cd 'Or Drums At 100 Centers. CJ Cy I I ' GENERAL NOTES TYPICAL APPLICATIONS Pavement Resurfacing 1'. Work operations shall be confined to one traffic 8. L (rain) WS for speed& 45 mph Pavement Repair lane, leaving the opposite lone open to traffic, W for speeds! 40 mph Utility Work 2. All vehicles, equipment, wdrkers (except fllaggers) Bridge Repair and their activities are restricted at all times to Where; Guardrail Work one side of the pdvement: W- � Width of lateral transition in feet. 0 S= Posted speed limit (MPH). 3. If the work operation does not exceed 60 minutes, traffic control will be in conformance With Index g, The ONE -LANE ROAD signs are to ,be fully covered and the No. 607. FLAWER signs either removed or fully covered when no work CONDITIONS SYMBOLS Additional ones-wa control may be effected b the is tieing performed and the highway is open tt� two-way traffic. � 4, Add y y y WHERE ANY VEHICLE, EQUIPMENT, following means;: 10. Arrows denote direction of traffic only and do not reflect WORT<ERS OR THEIR ACTIVITIES Work Area 1 Flag -carrying Vehicle (2) Official vehicle_ �3� Pilot v#hicles (4) Traffic signal§ pavemeht rriarkings: ENCROACH THE AREA BETWEEN ., n r rn Sign With 18 x 18 (Min.) Orange ylrlien fla ers are the sold.moons of one -sway control 11'. Lohgitudindl dimentions are to be adjusted to fit field THE CENTERLINE AND A LINE 2 Fla''- And Type B Light the flo ears shall be in sir-ht of each other or in contlitions. lee Indeat No, 600. OUTSIDE THE EDGE OF PAVEMENT direct oommunicati+bn at all times. 12. When a side road Intersects the highway on which work is being Type - T e -- Or Type --- Barricade " " - performed additional traffic control devices shall be erected yp 5. Thi first two warning signs shall have a 18 x 18 (min.) I Or Vertrcaf Pane) Or Drum g g in accordance with other applicable TCZ Indexes. a ordhge flag and a Type B Tight attached and o Type N Or Type NN Barricade Or vertical Fbpeahting at all tithes. 13. For general TCZ requirements and additional information refer E Or Cone Or Tubular Marker Or Drum 6; Mesh signs may be used for (Daylight Only) operations to Index No. 600. Type 8 Lights and Orange Flags are not required: TRAFFIC CONTROL THROUGH WORK ZONES Work Zone Sign TWO--LANE,TWO--WAY RURAL `r OPERATIONS ONE DAYLIGHT Flogger tr 7. Ths FLAGGER legend sign may be substituted for the symbol sign. PERIOD OR LESS 1 of 1 603 MAi'NTENANCE OF TRAFFIC PLAN m T I GRADE CHANNEL POST ANY. ST. 3' j� IAACKE7S4 .4 kLADES POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per _ ell I f GENERAL SPECIFICATI❑NS1 A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/1 G " did. holes, 1" apart top to bottom.. I S T O P I FLAT .BLADEi ALCOA #86054. 6063--T6 ALLOY, A concrete footer is not required) unless it is shown on the plan. ETCHED, DEGREASED WITH 41200 AL❑DINE FINISH WITH #2877 GREEN SC❑TCHLITE BACKGROUND OR C i I I EQUAL DIMENSIONS -- 6' MIN. H, 24' i 30' OR 36' L. /-------- ' ' III LETTERS, - R SERIES' B' # 2270 o 5/9' R. / ) OR EQUAL SUFFIX - 2` M 11 I SERIES AS ABOVE, ti Iu ! i i i It 1, I I L.-.PDsr ;c 3/39' �ii-�- M i , _ ieJ It B P S 1 STEEL FLANGED CHANNEL POST WITH r'l * AT RADIUS III BAKED GREEN ALkYD OR GALVANIZED FINISH PER ii DIMENSION TOL1 2, 00 3. 00 nI 5/9 R. ;WHEN P❑SSIBLE II A. S. T. M.-A-123• WITHOUT ANCHOR PLATES. Alt 3✓321 - 13/32 7/8 EXT�,RUtIED j TYPICAL STOP t B,* 1/83' - 1/1% -0 1/2 • III . , BLADE SECTION SLGN PLACEMENT nI ST❑P SIGN, R1-1 MUTCD - 30 x 30 (ENGINEERING GRADE) C t 1/161 - 9A38 5/16 III <UNCURBED SECTION) L C❑,ATI❑N� ONE PER INTERSECTION AS INDICATED D' t 1 /32 ' 3/16 ' 7/32 ' ON THE PLANS, CHANNEL POST � II #6 I I. I STREET NAME SIGN GENERAL SPECIFICATIONS: (SNS) or (D-3) FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish front view with #2277 green Scotchlite background or equal 24", 30" or 36" long Dimensions: 8"H, 24",30"' or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum „ Letters: 6 /8„ ST'j. 8"/1 2 name 6" series "B" #2270, suffix letters - 3". Scotchke (silver) or equal Multi -lane roads Letters` name - 8" series "B" #2270 suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. I I YE I' :♦.. •B ♦ •♦.., 'M •P•H♦ III ING RECW TS .PERIST •� •'. t CNE WAY STRIPING KEY A .a 6" SOUb WHITE B w 8' SOUDD WHiiE C " 12" SOLID WHITE D io 16' SOLID WHITE E * 2e SOLID WHiTE F r 6' SKIP WHITE TYP (10'-30') G 6' SKIP WHITE TYP 6'-101) H 6' SKIP WHiTE TYP 2'-4') 1 ++ 6' SOLID YELLOW J 1 e SOLID YELLOW K 6" DOUBLE YELLOW L + 6" SKIP, YELLow TYP (101-3, M 6' SKIP YELLOW TYP(6:-10) N . 6' SKIP YELLOW TYP 2 -4'). P " RPM MONO -DIRECTIONAL WHITE/CLEAR a is RPM 81-DIRECTIONAL AMBER/AMBER R W FDP WHITE S *k FDP YELLOW T 66 RPM BM-'DIRECGIONAL WHITE/KED NOTES: ALL PAVEMENT MARKINGS AND REFLECTI PAVEMENT MARKERS, SHALL BE IN ACCC WITH INDiAN RIVER COUNTY TYPICAL DR . is I .. • ' DATED SEPTEMBER 6, 2000 ':.; • �. CHARD CfF A 25 RADIUS (TYP.). :• YIELD BAR (8" SKIP WHITE €18"-18" 1 TYP.) I SKI! YNITE t 1W - 16• TTP,3GRASS j I • t MIAMI CURB C �: •: W REINFORCED CONC. SHOULD ♦. •. - � • : t V/6' X 6' RID HIRE MESH I O • E' CURB TYP. (MODIfIED) •, 8' SYABILIZED SUBBASE I•ra •;:�I 1 1/2' TYPE S-1 ASPHALTIC CONCRETE ► I SECT I C]N A —A 6' LIMEROCK BASE DOUBLE COURSE •�, __ `.. i ♦�y SCALE V-10• ►1's S Au; II cAar NOTE: THIS IS A TYPICAL LAB` -OUT. PLAN ND nikECT SPECIFIES FOR THIS PROJECT SHOWN / ® ON SHEET s. FROUNDABE]U`T' j R.P.M. PLACEMENT DETAILS TYPICAL ROUNDABOUT PAVEMENT MARKING DETAIL L i I Z C ' 4, N M s c>a. J Z 21 W � J"lop OWLL N 0 o UJ (� �.+. 0 . O Q d 0 zoow O >0 Q X Md � W V� HN Q06 J Qt)LL o�� W zo p cO N C? - 1Y N Lu � W to Lil > W z¢ti ZJ Ad U �- U) Z d z Q Z z /v1z W W W LW 0 CL m L LJ 0 1-- 'Q LJJ M M MPH w. SwULKE FL N0.47048 [] AH BITtE RE NO.5730 LUA TODDARD R N 6? 5_- 1 D TE, BEET l5 PROJECT NO. 04r-124 j I• M-1 M-4 M-7 M-9 M 1 ASBUILT 8" PLUG M M,18 • 0100 INDIAN RIVER COUNTY DETECTION TAPE GRADE 09STRUCTiON 36' MIN) " 1 8" SHALL BE REQUIRED T.O.P.r.a� 46s NOTE: A MINIMUM TEXT SIZE DEPARTMENT OF. UTILITY SERVICES (SEE NOTE NO 6) PROVIDE TRENCH COVER ASBUILT 8 P.V., .R-e T'rlRNS / AS -BUILT REQUIREMENT'S SLOPE AS REQ'D _ + _ STI. O+S7' ON ALL ASBUILT SURVEYS PROVIDE TRENCH er ro.P. SLOPE AS REQ'D GRADE * PRESSURE MAIN TRAFFIC BEARING UTILITY 3" FIBERGLASS POST 10' ROADWAY I 10' R 1. All as -built drawings (24»x36'� shall state in 1" lettering "AS -BUILT" located RES7%44W,INIF BOX AND TOP WITH LIFTING METER BOX TO BE ASBUILT 8" 90' BEND in the bottom right hand side of the drawing original and/or copies, along with JOIN15 - DEVICE IN TOP. IDENTIFY GRADE o>tatsic9n� «ro mesna the as -built date. 4 45' OR 22 1 2' UTILITY USED FOR VENTILATION (SWALE) Sra 0+62 BENDS (M.J.� PAVING STATE PLANE COORDINATES T.O.P. dL 4.48 ENCASE AB REWD CASING VENT AHD 'ON+�� 2. All state . lane coordinates shall be based on the Florida State Plane (SEE MOTE 4) �+ 4 UB'''T'� �Na - t9TTIHG 12E GRADE (ROADWAY) 2' C MIN> -I � SEE M-13 ASBUILT 8 FORCE MAIN P ZELEVATION 1 rn SIZE OF MAIN ( ) PAVEMENT1/2'Horizontal data (East Zone); or Florida High Precision Geodetic Network S' MAX LAYERS T 7 R D rsta a NAD - I adjustment. ,;. � : ..:::....:::...::::.:::- ..:.: ..._...... , _ Sri U�+ts o rsd $3/199 OR OTHER APPROVED *Ir MINIMUM CLEARANCE WAUIRE0 fat WAIER, STOW WATER, AND SANITARY SEWER MAIN AR05SINGS , 1rY. T7rroaR IIY. BEN (sups Tian) n 0 fins METHOD TO ACHIEVE F MINI" CLEARANCE CA INQT BE .OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT X > ROCK BASE :: :' 1r/aA+clsaJaae >r o p. st 411.88 Sri. 123+18 (re• t) MAINTAIN TRENCH " - 1T F.M.T.O.P. a 644, 3. All elevations shown shall be based on 1929 NGVD. 98% COMPACTION Is REQUIRED (SEE NOTE SA) /� I ASBUILT 8 22 1/2'BEND P.M.naR salir. S. WIDTH 2-d` ABOVE U � � +� • �' � / � � -SERVICE 36" (MIN) ! AIR RELEASE STI. 1+88 O1'dSdT 1"R tY. T.D.P. a�. 6.60 w TOP OF PIPE •, ;M ? VALVE OVER W.M. T.O.P. RIL 6.6s so. s r.O.a tL 8.40 4• All incoming as -built drawings (24 x36') shall be received on a CD, as an GRADE E TO �� /� �/A t+� ASBUILT A.R.V: TAP electronic co AutoCad 2000 format, with a tie to a AY. T.O.P. at 6.46 Sri t+89. p1►1Sa!' 4'R ASBUILT 8 SLEEVE minimum of two :(2) �� Z FY. submitting the electronic co OBSTRUCTION - + 38'�tMiN) COVER��. VAR RELEASE SE •: - •• - -• •� - - - - - .- - STA. 122W (10, LSPT) 1 co of - ` - GRAVEL OR ? w - - - - state plane coordinates. (NOTE Prior to g copy, one I APPROVED BY IRCDUS �'4r DRAINSOX w °: -DEPTH OF COVER _ _ _ 3' P.V. r.OP ac 6.85 O PY each as built shall be submitted for review and approval. After SEE NOTE NO. 2 - PRESSURE MAIN ��': VENTILATION = c� n all approvals, yl p g O g FOR ACCEPTABLE ' 4'-O'CMIN) POLYETHYLENE TUBING o _ _ _ _ �. _ _ _ _ 11' R-f/� TURN CORNER Pp ovals a (24 x36'7 M ar re reducible elan with five 5 si Ned and MAXIMUM WATER + - 4 MAX e� OF BLDG. sealed copies of each as -built shall be submitted.) LEVEL ALLOWABLE LAYERS DEFLECTION ----- CENTER A FULL LENGTH OF PIPE 2" DIAMETER sTL 8+76 V DURING CONSTRUCTION AT I08% ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STEEL ! I AY. umss Paz. R/W 5. All engineering) or surveying as -built drawings shall be tied to a minimum of - 2" DIAMETER DUCTiLE IRON TO EXTEND c' " Uc RY. r.oa at. .8 NIPPLE 0 TiLE IRON M.J. 6 6 N LE m one 1' permanent Cling n O p en reference monument (P.R.M.) that shall be tied to a L V' TION wti¢ STAINLESS STEEL ONE LENGTH MINIMUM •' minimum of one 1 section corner or one -quarter 1 4 section corner :�. � ' • � CLASS 52 PIPE 417 raa OIL. e.86 NIPPLE FINISHED GRADE � �� � � � g {) q (/ ) 3/4' DIA BEDDING ROCK " " a' ELEVATION R/W Q. whichever is closest to the project.' State plane coordinates shall be physically OR PEA RACK WHERE 12 PIPE 12 UNDISTURBED 2" STAINLESS STEEL i+, Fna. uc as shown On the drawing next to the P.R.M. used. CONDITIONS REQUIRE COIL DOUBLE STRAP 2' CURB 'STOP I' 3#0 T TRENCO WIDTH NOTES SERVICE SADDLE 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER Z SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS :SHALL THE FITTING TYPE -I•' ELEVATION CROSSING BE ALLOWED. 2• CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75%'OF THE MANUFACTURERS' MAXIMUM PROVIDE OFFSET io JOINT DEFLECTION. CUT OUT FOR OD Z 3. IF USED, TiE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. OF MAIN E NOTES (2 COATS MINIMUM) - v -� 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. v f. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE U. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND PLACE OVER PIPE IN WALVE LOCATION APPROVED METHOD OF CONSTRUCTION, SEWER IS LESS THAN 18 INCHES DIP SHALL`BE USED FOR GRAVITY SEWER AT WATER 1/2 CUBIC YARD E E ATION Y 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. UNE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT poF ANTS 3/4" GRAVEL OR - 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. CROSSING, SO AS TO LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE AT A -MAXIMUM DISTANCE 'FROM THE WATER LINE WATER AIN A WATER MAIN DRAIN ROCK YY-IL_LySIF 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL " '-O" 5B.ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION NOTES 5. N WIDTH = tP O. . PLUS TRENCH WID W" IPE D S 2 REQUIREMENTS BE WAIVED AND;ENCASEMENT BE Ul'IUZED BETWEEN WATER MAINS AND NOTES " 6. 2 WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER FORCE MAINS. 6. SEE TRACER WIRE DETAIL, M-14. MAIN 1' BELOW 'SURFACE TAPE TO BE MARKED-" CAUTION• WATER LINE 1 MARKER TO BE PLACED DIRECTLY OVER PIPE CARRIER PIPE SIZE STEEL CASING MINIMUM WALL. THICKNESS .188 6' 14" .250 8' 16" .250 10" 20" .250 12" 24" .250 16" 32' .375 20' 40 .375 24` 48" .500 30" 60" .625 36' 72" .625 42" 84" .625 48" 96 .625 T T 121+00 122+00 i23+00 FFI'"' 6. All utility as -built construction located within the rights -of -way, easements and alike shall be tied to the respective rights -of way, easements, etc., every 1,000 feet and change of direction. 8 SAN. S. (EXISTING) ASBUILT R-4 TURNS sT4 f,fs+y� 7• All utility as -built construction plans that are located within a distance of Y P T•O,r! at. 4.40 . one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied into the project from one (1) on -site Permanent Reference Monument (P.R.M.) subdivision Corner, or site plan project NOTES comer, 1. ITALAUOIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER Ok RECORD TO IRCDUS. ON REPRODUCIBLE 8. All as-builts shall clearly depict as -built utility lines that were constructed (MYLAR) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEY'S TO BE SIGNED, SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS "SHALL ALSO along with their respective easement (if required). As-builts will not be BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. accepted unless the verbiage Proposed and/or "To Be constructed" have been 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE revised to read "AS -Built". As -built Construction drawings with, to be OF THE ROADWAY. constructed terminology, will not be accepted. 7. ALL WATER AND SEWER UTILITIES SHAM BE LOCATED A MINIMUM HORIZONTAL SEPARATION 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 3. TOP pF yP E�LEVn1 r rA1%1ING TO 9 TYPED, S7�p gE BELOW", CAUTION: FORGE MAIN BELOW`, OR CAUTION: REUSE WATER MAiN p THE P E P US E DIA F 1H PIPE I,M NY CONDITIONS MAKE IT INACCESSABL OR S UI D ae SUBMITfEO FOR THE EN�`iNER 7o LOCATE EfHE AIR RELEASE VAS AS OW" A R ALSO B USED C TIN OS Y ON ALL PI EQUAL TO THE DE TH OF L 1H METER 0 E FR A E A REQ RE BY THE 2. MARKER TO ;BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. CONSTRUCTION PROCEEDS. 9. All as-builts shall be certified b the project engineer or contracting BELOW". TRACE WIRE SHALL A 0 E U E ON U L PE PERMANENT ABOVE GROUND STRUCTURES I.E.�(WALLTREE TRANSFORMER PADS, ETC.) IRCDUS. Y P j c g nt acting SEE DETAIL M-14 AND A MINIMUM HORIZONTAL SEPARATION 'EQUAL TO I FEET FROM ANY 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND 4 GDNTRAGTOR To INDICATE THE SIZE. TYPE, DIRECTION AND NUMBER OF TURNS TO surveyor, () C 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND NOTE CLOSE EACH VALM 7. ALL RESTORATION IN EASEMENTS OR RiGHTS OF WAY OR WHEN REQUIRED UNDERGROUND UnuTiES.E: GAS MAINS, TELEPHONE LINES. ABLE 1JNES, IRRIGATION MARTS RE -USE MAIN VALVES. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, 1. iF R R E, A ESS ETC), ETAINER GLANDS ARE R£QUtRED, THE CASING SiZE SHALL BE AND TAX I.O. NUMBER FOR ALL PROPERTIES ADJACENT TO N 10. All ro'ecis hich utilize lift stations. BY OTHER JURISDICTIONAL AGENCIES SHAD. CONFORM TO IRCDUS AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS T LINE EXTENSIONS. P ) , s atlons, shall specify on fans as to whether 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION ADJUSTED ACCORDINGLY. L% ASBUILT. UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE EXISTING P y P SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPEgFICATIQNS, CROSSING. PRODUCTS LIST. or not subject lift stations are to remain private or are to be dedicated to the WHICHEVER i5 MORE STRINGENT. EQUAL TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PiPE FROM UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. county. THE TOP OF THE BANKS OF ANY BODIES OF WATER (I.E. STORMWATER PONDS, CANALS, ETC) 3. SEE TRACER WIRE DETAIL (M-14) 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL PARCEL Ip p INDICATED qV PLAN: 11. All fire h grants and valves shall be located with state lane coordinates SEPARATION OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. Y p and shall be identified on the as -built. (UNPAVED EASMENTs (AUTOMATIC - WATER i SEWER)PERMANENT CASING INSTALLATION 1 ) 2. All as-builts shall be complete and approved before commencement of TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND AS-BUILT DRAWING MARKER DETAILS (ELDR field test. : � M-16 - M_2 M-� M-8 M-10 M-18A TRENCH WIDTH _ I ASPHALT SuRrACE FINISHED GRADE FINISHED GRADE INDIAN RIVER COUNTY MECHANICALLY TRENCH WIDTH '1N' + 4' MIN �^ • �- -� j� ��/� SURVEY REQUIREMENTS SERVICES r 36 SQUARE 24" SQUARE sAW EXISTING SURFACE RESTORATION DEPARTMENT OF UTILITY S PAVEMENT fi ° m � ;P ISO- RETURN BEND CONC. ENCASEMENT 6" MIN. MIN BANG •'• BETWEEN OUTSIDE DIAMETERS 1. All Construction and/or Route surveys shall meet the • OF PIPE (TYP.) minimum requirements of the Chapter 61G67, Florida :.: ' • I ' (1) - NO. 30 STAINLESS STEEL1 2 PVC `_ _'.�CaNnNu+Pus t AIR RELEASE /• �� INSECT SCREEN 3" PIPEAdministration Code Pursuant to section 472 of the Florida D FlrnNGS 18 STA NLESS STEE ut s. ' • QNE (t) VALVE 3 I LStat e PANTX:ETE CO Sr `aa rues ' SEWER 2. All state plane coordinates shall be based on the Florida • T. ✓✓✓✓✓✓/ /✓✓/✓✓✓✓✓ ' •. ^- PAD coNnNUous ✓ ✓ / / / / / ✓ ✓ ✓ / / / / / SIJDE TYPE • ! WVATER EIAIN 11MER00k VA4VE BQx g�pE �yPE o i State Plane Horizontal data (East Zone); or Florida High !✓✓✓//i T ✓✓//✓ // BASE YALIEBOX / / ✓ ✓ ✓ ✓ / ✓ / ✓ / ✓ - SECTION A -A Precision Geodetic Network (superstation) and NAD 83/1990 REPLACEMENT ' UTiUTY OTHER final adjustment DETECTION TAPE ✓ / ✓ ✓ ✓ / ✓ ✓ / ✓ / / DUCTILE IRON s pYA-PEo-OO� 2" STAINLESS (SEE NOTE NO B) ✓ / ✓ / ✓ ✓ ✓ r / UMEROCK BASE PO4YE1H1LENE THAN SEWER IN 3 LIFTS AT 0JRS STOP Box wA�'ASSEWER." OR STEEL NIPPLE BTADIAMET DIAMETER PLAN VIEW ! SANDY CONCRETE 3. All elevations shown shot[ be based on 1929 NOVEL 88SEE NOTE fi eRASs VALVE wacATeR ' W- TO ENCASEMENT 4. All incomn route construction surve drowin s sh 6` MAX) LAYERS OR - NIPPLE ' Ta aAs MFA 4FNJ z Z ENCASEMENT received on ngCro to do electronic copy, rawings 2000 be (r1I DINER APPROVED METHOD . CONCREI ( ) �i : +. � so so « Fr°NQ ACHIEVE 96% COMPACTION l ., • • 1{# 24 (MAx) • . ;; ": 2` STAINLESS STEEL 2.5TAIN4ESS STEEL CASINO PIPE (DIP rcmN TIP) } S 2'-0. MIN. format, I with a tie to a minimum of two (2) state plane MAXIMUM WATER LEVEL + - 4" MAX l • , : • DOUBLE STRAP CURB STOP i WATER o coordinates. r .-�.•! OFFSET WITH BENDS MAIN (NOTE: Prior to submitting the electronic copy,' ALLOWABLE DURING LAYER$ L SERVICE SADDLE OR I DRILL OR THREAD OPENING, b b WATER MAIN CONSTRUCTION TEE pE� �pR�p� AS REQUIRED WATER LINE 1X) one (1) copy of each as -built (24 x36' shall be submitted 4 •• CONCRETE WALL 6' WELD CONNECTION. OR » AT asr TYPE I TYPE It $ t SADDLE AS REQUIRED OF SEWERU for review and approval. After all approvals, a (24"x36') Mylar 3 4" DIA BEDDING ROCK WHERE POSSIBLE. reproducible along with five (5) signed and sealed copies of 12" PIPE 12' THE ZEST PeT OF co%1FLiaT each as -built shall be submitted. j ROCK Tfl EXTEND M AT OR AS F OF GRAVITY A A A A OR PEA ROCK WHERE UNDISTURBED SOIL #AOvE Ex1EN>sON WRAP WITH MA�� 5. All construction surveys shall be tied to a minimum of one CONDITIONS REQUIRE Fl4TER NE INLESS BOOT WITH j (1) permanent reference monument (P.R.M.) at the end of TRENCH WIDTH PROVIDE EXTENSI MARKER 'ii STAINLESS STEEL STRAP10 1 LE_VATION sHONN + sAI4L A . v each project. One P.R.M. shall be tied to a minimum of one TRACE WIRE--. --- ., ELEVATION oa p«ts r>aoe wo«aq (1) section comer or one -quarter 1 4 section corner I'u CAS 1 (/) WATERMAIN WATER MAIN M I II CLASS CLASS S whichever is closest to the project. State plane coordinates - _ r _ shall be physically shown on the drawing next to the P.R.M. _ENCASEMENT DETAILS NOTES -. � - - 1r (MIN) - NOTES - 1.11 - � used. � 1. WHERE SOIL CONDITIONS :CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE NOTES r AVOID I n N.T.S. 6. All surveys that are required for the use of engineering O�rDlriI�If OTES design. 'and are located within a distance of one (1) mile from APPROVED METHOD OF CONSTRUCTION: ELEVATION 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. CONDI 0 S MAKE IT IN CC SSABLE �I MAIN any Indian River County Global Positioning System (G.P,S.) Ti N AK A E OR AS REQUIRED BY THE 2i,Hc i. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments shall be i 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISSTiNG MATT�S IALS IRCDUS. "'" de SEWER IS S A P j tied into the LIPS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. 1-1 2 MIN. THK.g ON THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED monument from one 1 permanent reference point or the (( / 1 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ; ELEVATION IN LIEU OF CONCRETE ENCASEMENT A WATER LINE O P 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180, T NE CROSSING WITH A subdivision corner that is along the surveyroute and shall NOTES PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL BRILLS, „ LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO 5. AL ROADWAY R TOR Tl � HA COMPLY WITH INDIAN RI COUNTY then b tied to h s �- A Q S P AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE NOTES LOCATE JOINTS AT A MAXIMUM DISTANCE FROM Tiff WATER LINE. e the survey base line. PUBLIC WORKSDOT STANDARD 1, ALL VALVE BOLTS SHALL BE 'STAINLESS STEEL WITH BRASS 'NUTS CROSSING. 1' NEW STEEL CASING 6. MECHANICAL COMPACTION: NOT ALLOWED BELOW THIS LEVEL AR ARE TO BE USED 0 ALL F. . VALVES Q E W S 2. PERMANENT LAND MARKERS E S D OVER A F.M. V VES 3. SEE TRACER WIRE DETAIL M-14. OR P,E. PIPE 2. MAINTAIN 1 RI 7. Horizontal Control Manumentation for utility lines shall be a ' _1 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND LEVAT(ON 0 HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER 7. TRENCH WIDTH W" =PIPE O.D. PLUS 2-0. (SEEM ,1) " . AS A MINIMUM. minimum of two (2) points at a maximum of 1,400 feet " 3. DC MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL 'VALVE 4• IF FORCE MAIN IS 6 OR LARGER A 4 TAP AND AIR RELEASE VALVE ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED 8, 2 WIDE DETECTION TAPE WITH METALLIC BACKING BE INSTALLED OVER L SHALL BE USED, BY IRCDUS. �' between: points and shown on all plans. MAIN 1' BELOW SURFACE. TAPE TO BE MARKED- CAUTION: WATER LINE BOXES. I 3. WHERE A 10 MINIMUM DISTANCE CANNOT i3E MAINTAINED, BOTH LINES " WATER MAIN 4. E TRACER WIRE DETAI M-14 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED BELOW", CAUTION: FORCE MAIN BELOW", OR CAUTION: REUSE TE M r� I � NOTE 1' TE SED 8. Vertical Control when 'required)f BE OW" TRACE WIRE HALL BE USED CONTINUOSLY ON ALL PIPE. S. R MS ARE TO BE LOCA , D' IN ROADWAY FOR ALL WATER VALVES. GRAVITY WASTEWATER SYSTEMS.y ITS ENTIRE LENGTH. ( or linear unlit lines, such L. S SE P as sewer, shall have a maximum of 1,10Q feet between SEE W-1). 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER (SEE DETAIL 1d-14). (( 3. REFER TO M-12 FOR CASING SIZE. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE OR SANITARY existing construction or established benchmarks. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE 1N THE FIELD, CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. ( 9, 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. WATER MAIN VALVE - WHITE {; SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN VALVE - GREEN FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. REUESE MAIN VALVE - PURPLE AIR RELEASE VALVE DETAIL (PAVED AREAS 'AND SHOULDERS) 4 ABOVE GROUND JACK AND BORE TRENCH DETAIL VALVE AND BOX AUTOMATIC -WATER/WASTEWATER) CONFLICT MANHOLE (CASING VENT) UTILITY ENCASEMENT I _3 M-6 MIA M fit M :14 M M 17 M-18B 1 LOCATE FINALLM XEISH GRADE t30� S I'I or 24" X 24" X 6" THICK FIBERCREIE PAD AT PA°s GENERAL INFORMATION TO BE SHOWN 2eEACVALVE BOX (SHALL ;BE 36 x 36" IF 12` ON AS -BUILT AND SURVEY :DRAWINGS CARRIER PIPE LOCATE T,PE-' 1. Foisting right-of-woy limits qnd/or easements LOCATED IN TRAFFIC WAY) (ALL RESTRAINED) - + �' IDENTIFY u nUTY S.S. NIPPLE TYP. within the limits of construction. 30' 0" ( ) 4- STANDARD THREADS COHRNUOt1S__ /i0 STRANDED (WATER OR SEWER) LEVER ACTUATED 2"0 CURB BOX " ( � , „ COPPER WIRE ROADWAY) VALVE 2. Survey baseline stationing every 100% control points TOHOUSE DUCTILE IRON UD ° 2 -8 5'-0' 5 -0 5 -0 2'-6* STR� ;' (MIN) ELfSlAT[ON-SERVICE 11FTAll » GRADE "ALE) 2• fi,IIN: (WASTEWATER) set every 500'. and at angle change of direction, q s• li a rFi"ao'ruiras'+ws ' 3. Show cross section elevations at grade every 100' °° f RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE D. I. P. P. V. C. , IPE q <� wAMETEIT Q ++Est 90, 45' 22 11 + eo- 45• 225:11 !,(• s- s" e- e- 10" is- is- so` sa- so- 8• W is' 1 10' S' W 20' 10' V s- 0 0 Q 0 0 0 0 0 0 0 4" 3W tr I IV V ar le Ir 10 4" 40' 0 Q 0 Q 0 0 6 Q 0 e• se' 2a' 1 10 V W 3r 20 10 e- a0' 4V 0 0 0 O C 0 0 0 8• ar 30' 1r 1W 00' 4e 20• 10 8• 7V 70 W 0 0 0 1 0 0 0 0 to" 60' 3W 20• 10• 110 50 2V 1r 30• pa' 90' 70' 40` Q 0 Q O 0 0 In. 9V 40' 2W 10' 130 Sr 30 tr 18• 120 iIV 100' 7e 40 0 0 0 0 0 1e" 12W aV 2V it ter 70' 3r 20' le' 180' ter 14V 12Y 10V 7W 0 0 0 0 so* i5W W 30' le 200 Or 40 20' 261- 200' 19r 18e 170 15.0' 130 71V 0 0 0 1e4" 180 7W 3W 2V 210 90 4r 2V 1 ' 190' ter 150• 110 _ 135' 12W 90' se Q 0 90" /80' W 40' 20• 25W 10r so• 2r I Be- 19r t90' tar ie0 170 1e0' 120' low 70, 0 as. 220• 9S' 0 2a' 0 0 0 0 8e• 22r 220' 21S 210' 20V 10V ie0• iW 120' 7W 42- 24W 105' SG 25' 0 0 0 6 42- 24V 240 235' 230' 22V 220 20r 190' 155' 105' 4e- 20V 120• eo 30' 0 0 a 0 48- 2sr 200 24V 240 23s• 230 21B' Los' 173 12S' RESTRAINED LENGTHS FAR DEAD ENDS AND BRANCHES FROM TEES SMALL BE THE SAME AS FOR 90' BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE or rovlt sower t w ins Construction c io and 500 for a 9 water ' SiRIP 4• MINIMUM Y line and fore main NO. 3 CONT: CONCRETE n e a n construction. Elevations that o _ _ PAD 30' aX reflect any significant change in grade between the 3K 4" OR LARGER �• LVE 73) 0X 0. CONT. I iI I previously stated footage shall be shown on plans. A FORCE MAIN (� WATERw STEP i { 1 '2' STREET 4. Existing parcels, trdcts, and lot comer locations SIDE VIEW A Y BRONZE PLUG shown with front footage dimensions per plat when LOCK=WING platted. if construction project its along back of lots, FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE � ;R _ J 9 Ptp�l PEW CURB -STOP e. STOP 1 CU. YD. 3/4 then show book lot dimensions. CASING INSULATOR WITH RUNNER HEIGHT TO 3 "151i AMH (WATER) RAVEL OR BE 'LARGE ENOUGH, SO THAT IT DOES NOT TRACECRUSHED ROCK DUAL H-METER BOX 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGEOF INTERFERE WITH THE PiPE RESTRAINED JOINTS ym, 2 >I2TIH CAP TIRE HOUSING _ CDR SYSTEMS DIRT ROAD. 2' BRASS/COPPER CONCRETE/POLYMER BOX ° p o (TRAFFIC BEARING) 6. Existing utilities as located in field (water, sewer, 4" MINIMUM i i ,:r:r: • // WATER MAIN WASTEWATER MAIN telephone, electric. cable TV, etc,) (NOTE: Sunshine e One to be contacted by surveying firm prior to survey °° STEP 3 locate with the intent of county excavation. 1 coNnHuovs ;to siwwDED 2 BRASS/COPPER tY ) R COPPER TRACE w1RE STAINLESS STEEL � DOUBLE STRAP ° SERVICE SADDLE 7. Existing utilities as associated with number 5 above NUTS BOLTS �.�, ��„_„ - 2 CORPORATION STD WATER 4' OR LARGER ram_-,ti�sc�Ittlg' rl (WATER) (example: Valves, meters, manholes, -etc.) 2"0 BRASS FORCE MAIN a -I- STEP 4 PLUG VALVE (WASTEWATER) INDICATOR EXAMPLE HALF HrtcH HALF WMH 0 0 8. Existing curbs, driveway widths and types. BESgND EACH EACH SIDE OF STEEL CASING PIPE MaN-U SPLICE DETAIL BELL ALL VALVES 9. Existing drainage pipe' crossings and slrivewa FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE ELEVATION -VALVE BOX DETAIL 9 y PLAN VIEW CARRIER PIPE culverts (type, sizes and invert elevations.) ISOMETRIC VIEW MAIN 10. Existing wwales and/or ditches and elevatio ns WATER MAIN4MSTEWATER MAIN every 100' at top and bottom if within area of DETAIL NOTES construction. �' NOTES NOTES SECTION A -A 11. Existing fences. E I. NOT S " " 1. IF FORCE MAIN IS 6 OR LARGER A 4 TAP AND AIR RELEASE VALVE t. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE All COST OF MATERIAL & LABOR IN PRICE OF PIPE. �. i. AIR RELEASE RISERS AND VALVE BOXES To BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM, I, 12. Existing trees and/or shrubbery. VALVE BOX 'LID SHALL BE PAINTED: LijE FOR WATER 1• H , A B GREEN FOR FORCE MAINS U SHALL BE USED. 2. SEE M-8 FOR AIR RELEASE VALVE DETAIL. TE NOTES 1 NUMBER OF IN U UM ER SULATORS AS PER MANUFACT RERS' 'SPECIFICATIONS. 3 CONiRA TOR RESPONSI EF NI C BL OR CQN11 U TY THROUGHOUT ENURE PRO JECT � OF ALL TR CE WM A �€ 4. All SPUC CONNECTIONS ARE TO 13E HOT SOIAERED (SO SD RESIN GOREj, Q. COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL 13. AIi other non -movable items such as matibokes, PURPLE FOR REUSE WATER 3. SEE TRACER WIRE DETAIL M-14. WRAP W/3 ALTERNATING LAYERS TAPE. COVER WI111 WAiT�RPROOF'iNG COMPOUND AND HEAT SHRINK WRAP. 3. VALVE BOXES TO 13E TRAFFIC BEARING. flog ales, eta 9 P �! 2. BRASS VALVE INDICATOR TO BE PROVIDED WTH ENGRAVED DIAGRAM OF VALVE LOCATION .AND QESCRIPTION. (SEE EXAMPLE)' 5. ALL SOLDER JOINTS WILL. BE wATERPRoOFED WITH HEAT SHRINK WRAP, 6. ALL MATERIALS ARE TO BE RER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 14. All street names. 'MECHANICAL RESTR INING.JOINT �A 1 A N C L � FLANGED TEE SCHEDULE AND, NOTES FOR ABOVE GROUND JACK AND BORE TRACE WIRE (MAN.. `UAL) : VALVE BOX PAD AIR RELEASE VALVES((BLOCKING IL DETAIL) DETAILS I AIR RELEASE VALVE DETAIL V �.. .Cc) o 0) M C3 I p Q a� s 0 U_ C, 00 CO ,Q 00 V zt 0QJ O zZ i'- o > t jJ vt� Cr ce) w0LUi n� U_ 07 04 (_ O (L- oflr. UJLi- aoLijW Z LL w LU ty W>� 0) a Q� D V Ca H w �w > >_ LLJ zz Q Q 0 J (1') w W C� ,UR j Z v+ Q Z a_ LLJ I <mL co LLJ 0 �1f1+�1.iNl JOSEPH W. SCHULKE FL REG. NO. 47048 [] JOD B, BITTLE - �G 0. 57306 ❑ W P. STODDARD G. 10. 57605 JN A HEET 16 OJECT NO. 04•-124 0100 REFLECTIVE R VE W 1 u� FLOAT SWITt I CABLE (TO CONTROL PANEL) PRESSURE M-12 METERS SHALL BE LOCATED IMMEDIATELY W-4 W-% �f-� I M`� INSIDE THE RIGHT-OF-WAY UNLESS �pyr, � u� OTHERWISE DIRECTED BY IRCDUS or RUM) MARE (TO PLUG VALVE WIiH ELECTRIC ACTUATOR) SURE GAUGE i GRATING (SEE W-12A 10) FLOAT SWITCH (EMERGENCY DOUBLE CHECK VALVE EXISTINO GRAD OVERFLOW CUTOFF) 2" GATE APPROVED METER BOXES eAaats�w ��� � � t�h �� VALVE (TYP R/W (TYP) OW ANGLE LOCKING CURB STOP SHALL BE POLYMER (TO ACODMMODATE 'S/8"ex31eO METER) W I _ LEVEL SENSOR-METRITAPE " ) 2' SCH 40 'Tee' I- HIGH WATER u:WE1 OR Wye" (TYP.) CONCRETE dt FIBERGLASS z � z} t+aq stop � em � " � FAR DETAILS OF LINE < 2 0 PREPUNCHED FILLING SEE W-12(A) BEND &PIPE MAY _ �_1_ + + _ \ / • 2 METER 0 1 ; lir OR 2" HOLE FOR TOUCHTONE BE USED FOR FULLjp METER UD � FLOW FLUSHING Y � x CORP STOP $ - - `'� VALVES TO BE LOCATED ROADWAY FINISH �DtE F,REFLECTIVE EXISTING MAIN rn / _ - 6 LAKE OR POND INFLOW PIPE MARKER I OUTSIDE EDGE OF UNPAVED Y 0 2' 0 a FL ROADS coNcp °b - y\ (a) xxt� rote v�u.Mrs m-rvs . - ROAD - - -I- - ROAD - \r\ _ '� \ r\/ �, EXISTING GRADE p " 12 + PLAN VIEW �\� / CORRUGATED ALUMINUM \ \\%\%r. SADDLE ern MAXIMUM x MAIN UNDER nv ) DISTANCE CONSTRUC110 ARKER BALL -.- CUSTOMER RESPONSI8,LitY '� IRCDUS RESPONSIBILITY ^► 2'x2' PREFAB CONCR ELEVATION S�LLIN�G 'WELL (�GTH VARIES) IN LINE DUAL BOX CULVERT 1 + CHECK 6Y IRCDUS NEW WATER MAIN 2. �' ^ -» METER I x REINFORCED CONCRETE F.H; X: • _ LONG VICE (SEE NOTE 5) LIMITS CIF FLUSHING W A� Bn pr°} 45' BEND (TYP. PIER PVC CASING SLEEVE SHORT' EXISTING OR NEW , VALVES SHALL • WATER MAIN SERVK E TRACE WIRE MATE VALVE ° � rY CORP STOP � + + + - + 45° BEND (RJ): (TYP) TYPICAL VALVE LOCATION I BE LOCATED STAINLESS STEEL sw 1 , ADJACENT TO DOUBLE STRAP ELEVATION � AS xoo T DIP, C") t2'. n• it TEE OR CROSS SERVICE SADDLE tr ta• 11UP r 0" ; ar ExISYING GRADE VAS FOR UNPAVED ROARS � ,r � .� - INDICATE DISTANCE VARI5 ELEVATION T DIRECTION OF FLOW FROM RIGHT OF WAY NOTES i� / / / / / / r, / �// HIGH WATER LEVEL (TYP) s �r v , • TiE-IN VALVE TO.BE REFLECTIVE 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. 1 / / �/ `�`"�` '6 y/v�j / v�/vvj/ / rv/ / / v �y MARKER 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. L__- I / / / / �/ CLOSED AND LOCKED Z2" SERVICE DOUBLE " - a up I I, >,/\\ / r�y��\�/\\/�\/�r \ r / SADDLE $S (TYP) 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1 0, DUAL SERVICES SHALL BE eoo , \\ \\\ \ / \i �\��� #. \ NEW WATER MAIN IUWA MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 AND QUADRUPLE {txroa) } l i�>/r•Gc\/\ i /\ L>VKE OR POND NOTES SERVICES SHALL BE APPROVED BY IRCOUS. NOTES ►ew tJz° ' \ EXISTING WATER MAIN 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"e LONGIN-PM 10; e1'01t'' a"""' 'toarrE l Isl I ,/``jam A?'ss.,. \\/ri \ ELEVATION 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000 MAXIMUM. » 1 A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. EL�ATJON on r \/i ji !ice/i\ 4 \�%\� \ 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF Q.I.P. AND P.V.C. PIPE. SERVICES REQUIRE A 3 MINIMUM I.D. CASING PIPE CASING PIPE SHALL BE SCHEDULE No. 4 STRAP AROUND BEND 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE 40 P.Y.C. TO ENSALL URE THRAT NOANTS FOREIGNOBJECTSND E IMPEDCK E THE SHOW OF WAALL BE TER INSPECTED AND TESTED � 7HR� BLOCK REFLECTIVE `MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE 5. ALL METERS 2 0 OR SMALLER SHALL :BE INSTALLED BY JRCDUS. "REFER TO APPROVED HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE MANUFACTURERS PRODUCT !UST FOR METERS GREATER THAN 2 0. 2. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT. NOTES ELEVATION DI$CHARGE Ply. -� THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S,I. NOTES ES CLOSEST TO THE HYDRANT. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL 1. ALL ABOVE GROUND TIN S 4. DEAD ENO LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. PIPING HALL BE FLANGED DUCTILE IRON. BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 2. FIELD FABRICATED FLANGES ARE UNA PT BLE. 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE 5. ALL LINES SHALL BE A MINIMUM 10 OFFSET FROM BUILDINGS. CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS E R� PRESENCE OF THE ENGINEER OF RECORD. 4. INDIAN RIVER COUNTY UTILITY PERSONNEL AFTER A MINIMUM OF A 48 HOUR 3. DEVICE TO BE INSTALLED W STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. NOTES 6. ALL MAINS LESS THAN 10 IN LENGTH AND LOCATED BETWEEN FITTINGS DIRECTED BY IRCDUS. NOTICE BY THE CONTRACTOR SHALL BE PRESENT FOR ALL FLUSHING 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER 2. ALL LINES TO BE FULL PIPE FLUSHED. SHALL BE D.I.P. _ E 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. INSTALLATION. (SEE APPROVED MANUFACTURERS PRODUCT LIST 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE 522C 3. ALL MATERIALS TO BE PER IRCDUS AP ' 7. REFLECTIVE .MARKERS FOR: FIRE HYDRANT BLUE ) ( ) L p PROVED MANUFACTURERS PRODUCT LIST. WATER MAIN VALVE - WHITE 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. " 5, BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. { 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE.." FORCE MAIN VALVE - GREEN 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24 FROM 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. REUESE MAIN VALVE - PURPLE SURFACE. I: LOCATION DETAIL FLUSHING (2) TWO PREPUNCHED MOLES REQUIRED FOR 2"0 METERS. FLUSHING MASTER METER REUSE PIPE TEMPORARY (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION j COMBINATION ASSEMBLY DISCHARGE DETAIL JUMPER CABLE A I FOUR HYl?RAMT GUARDS W-2 W-S W-B W-121'1 AS REO D BY IRCDUS 2' -0' VARIES 2' -0' " SEE NOTE 1(BELOW) VV Lizl �1 U1JlJ L=J U UV M.J. B ANCHOR COUPLING 90° 1-1/2"0 P.E LOCKING NOTES: MEGA -LUG RESTRAINT \ / '� / SERVICE LATERAL CURB STOPS r OR EQUAL ® PIPE MATERIALS DOUBLE DETECTOR 1. A temporary Jumper connection is required at all connections between existing active water mains and proposed *r METER BOX •� VICTAULIC CHECK VALVE new water main improvements. - DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.51-91, BASED r 5' W (METER NOT SHOVN) y»0 P.E.'O COUPLING ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, � SERVICE + WI Fu 2. The Temporary Jumper Detail W-12A is to be used for fillip an new water main of an size from the AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 50O PSI. LITERAL °_ �I _ _ _ _ exlstin active water mains and f �r the flushingof new mains up to 6* diameter 2.5 FPS any velocity)and - LINING AND COATING (DUCTILE IRON PIPE), / GATE VALVE - + ® + � !-► for pulling bacteriological samples from an newater main of an size. ( - LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A, C104 (ANSI A21.4-85 . / ANCHOR TEE FOR 6" \ / Q \ / W . 2" : ______ y p 9 og. P Y Y - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (1) MIL. \ MECHANICAL JOINT 8" ®� °r 3. The Jumper connection shall be maintained until after the Allin , flushing. testingand disinfection of the new - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO 'A. MINIMUM OF 1 MIL DRY ----- VARIES / \ LOCKING CURS main has been successfully completed and clearance for use 'from the Florida Deprtment of Environmental THICKNESS, M.J. 2 o STOP VA VE 1" CHECK VALVE " Cu P L Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND 2241 6 (MIN) PLAN VIEW BRASS COMPRESSION " be provided temporarily, as required. LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERiAL AND CONFORM WATER MAIN WYE BRANCH 2 L BY-PASS METER DETECTOR BYPASS I' WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. IN LINE DUAL PUMPER NOZZLE BRASS .LOCKING CURB W i 4. Pipe and fittings used for connecting the new pie to thel'existing pipe shalt be disinfected prior to installation - PVC PIPE SHALL BE BLUE IN COLOR. CHECK BY IRCDUS p FACING ROADWAY STOP WITH INTEGRAL PLAN VIEW i 13' -0' in accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shag - ALL PVC 4 m .� CUSTOMER PLAN VIEW C LESS THAN DIAMETER SHALL COMPLY WITH ASTM D224,1, 01784, D1869, AND F477. PIPE SHALL HAVE A WORKING PRESSURE ACCESS 1 METER COUPLING be disinfected by spraying or swabbing per section Two of AWWA C651. The use of tablets is strictly prohibited. OF 200 PSI AND SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED PRESSURE. PIPE SHALL BE DR21 AND SHALL HAVE VALVE BOX 14 2 0 PREPUNCHED PIPING GRADE HOLE FOR TOUCHTONE o UTILITY PIPING TO DETECTOR HECK VALVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. ACCEPTABLE MANUFACTURERS: I I CENTER HINGED OPENING w C 5. The Jumper connection shall also ire used to maintain a minimum pressure of 20 PSI in the new mains J-M RING -TITS OR APPROVED EQUAL. 4Vt x7"MIN W STAINLESS STEEL PIN METER LID o PROPERTY LINE / o continuously after disinfection and until FDEP clearance letter is obtained. - POLYETHYLENE TUBING SHALL BE COPPER 'TUBE SIZE FOR USE WITH STAINLESS `STEEL •LINERS INSERTS AND COMPRESSION io a FITTINGS. I (INSERTS) 6. The ontractor s all e 1 THE TUB NG SHALL BE RATED FOR 200 PSI AND SHALL MEET REQUIREMENTS OF ASTM D-2239, .AWWA C-901- 68 SDR 9. iv ^ GATE VALVE C h provid documentation demanstrat ng that the double check backflow prevention device is in METER .. INLET GATE THE TUBING SHALL BE MARKED WITH SINCE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, ASTM SPECIFICATION R S �• >• r. �• PROPERTY LINE � .. W/ INDICATOR good working order a# the time of installation. and provide documentation that the doubts check backflow 6 GATE VALVE BOX AND PRODUCTION CODE. /� SEE NOTE Z V''� prevention device has been is§Ted in the Las# 12 months. and is in good working order one year from installation. 8 DIP PIPE (N0. 3) it , o: 90' BEND by a qualified backflow technician as approved by IRCDUS. JOINTS " , �TIE RODS �(TYP) - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ,ONLY. IN ACCORDANCE WITH A,W.W,A. 1.5 CU. FT. 2 '� $ (�) - 7. Except as required to flush. lines greater than 6" diameter the tie-in valve shall remain closed and sh Il be C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. P q 9 � a , \ \ CONCRETE - locked in the closed position by the utility company. The tie-in valve shall remain locked closed Until the ,new FITTINGS / •' , • • ' ;:•;;; 18 IAINIMUN DISTANCE a - ALL FITTINGS SHALL BE DUCTILE IRE MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C11O / r ••• �:. system has been cleared for use b the FDEP and all other pertinent agencies. \ DIRECT COBNNE ON : , . • - • .... w • • Y P 9 f (ANCHOR TYPE " `, 'uti.•: R� ;y_„:• ;r4h i ..,,;$,;F;, AN I .1 7 ( G 1 e(MIN) CUSTOME , ,, E.+ I_ . c r .,r a, e , t �' (. S 21 0 8 ), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR UNED AND SEAL -COATED IN ACCORDANCE WITH �\ "UNDISTURBED = r;(w ''"`• t" /�T� 8. Upon receipt of clearance for Use FDEP -and all other ertlnent agencies. the Contractor h I e 8 MIN PIPING (BY OTHERS) / r P P u by , a t p g e Co r s a t remove the AWWA STANDARD C104 (AN5M A21,4�-85), OR LATEST REVISION. ALL. ABOVE GROUND FITi3NGS SHALL. BE: FLANGED JOINT, IN (MIN) ELEVATION SOIL LOCATE MARKER BALL WATER r r - r rj temporary jumper connection. The corporation s a 1 " WATER MAIN (WATER) �� NCRETE SUPPORTS mp y Ju p c#i n. a earpo at n tops am t be cased and plugged with 2 brass or PVC stops. ACCORDANCE VNTH ANSI SPECIFICATION 816:1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION ELEVATION- / OR ,APPROVED BY IRCDUS 818.2. ( ) _� 9. All installation and maintenance of the temporary jumper connection and associated backflow prevention device, - JOINT RESTRAINT SHALL BE 9Y NAPP O C-1 0 A IRON P H C 30 , E68 ON 1100 AND 1500 RESTRAINER, (?R APPROVED EQUAL, IN ACCORDANCE NOTES fittings, valves, etc., shall be the responsibility of the Contractor. WITH RESTRAINING SCHEDULE ON THIS SHEET, OR A MINIMUM. OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR ELEVATION T GUARDS TO BE 4 DIAMETER GALVANIZED STEEL OR DUCTILE IRON WATER MAIN " I' JOINT. N0 SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR .INSTALLATION OF PIPE FILLED G w/ D NT 10. if the water main to be 1iushed Is greater than 6 diameter or such length that a full pipe flush at the 2.5 MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRA NOTES FPS velocit cannot be accomplished, the following procedure shall be utilized. VALVES 1• (,� OF THE PUMPER CONNEC�{ON SHALL BE 18�' MIN. ABOVE THE OF Y P r 9 a Install Pressure gouges as Indicated on Temporary Jumper Detail W 11 . ALL BURIED VALVES SHALL BE RESIUENT SEATED QATE VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, OR NISH GRADE.. 1. METERS OVER 2 0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR, ) P 9 9 P Y p ( ) „ , B ., RESILIENT SEATED, THE NEAREST *ROADWAYFI b 0 en all downstream volves In the news system prior to flush. NON -RISING STEM TYPE FITTED WITH 0-RING SEALS. VALVES SHALL BE MECHANICAL JOINT ANSI STANDARD 21 11. 2' AL HYDRANTS SHALLBE TRAFFIC BREAKAWAY TYPE. 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. ^ ` ) P Ys P S D L " " " NOTES c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gouges during FIRE HYDRANTS IN LIEU 9 COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED 3, MINIMUM SIZE OF METER ;BOXES: 1 0 SERVICE (12 X 18 ); 1-1/2 0 AND 2 0 SERVICE (17 X 28). g 9 F ABOVE. flush. �; - SHALL BE TRAFFIC TYPE, 5 1/4' .VALVE OPENING. AND MANUFACTURED BY MUELLER COMPANY, .A423, CLDW MEDALLION. OR. 3 O " BUILDINGS AND INSTITUTIONS TIBN WITH BUILDING SPRINKLERS MUST 1. ALL COMMERCIAL B IL 5 TU S B M REFER T IRCDUS APPROVED - - PAVEMENT 4. METERS GREATER THAN 2 0 SHALL BE COMPOUND METERS. R E 0 OD VE d IRCDUS personnel, in the presence f the Engineer of Record shall operate tie-in valve o 1 AMERICAN DARLING B 84 B COMPLYING #MiN AWWA STANDARD 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12 FROM EDGE OF HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON ) P p n o g p e t Insure that the A S A D C502. " » ;` re it SHALL HAVE A _ ed pressure differential s maintained. LL 6 MECHANICAL J�NT ENDS WITH HARNESSING WHERE POSSIBLE. MANUFACTURERS PRODUCT UST, THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH � P I d NESSING LUGS. 2 -2 1/2 HOSE NOZZLES AND 1 4 1/2 PUMPER NOZZLE 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. _ B MOUNTED ABOVE (NAnONAL STANDARD HOSE THREADS WITH CAPS ATTACHED WITH CHAINS. 5. TRACE WIRE TO BE INSTALLED AS 'PER DETAIL M 14. THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL E 0 � )r TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. GROUND. SHALL, BE PAINTED FEDERAL SAFETY RED. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL iNLINE VALVE BOXES AND PLACED - 6• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL " 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. MARKING IN ALL METER BOXES WITHIN 24 FROM SURFACE. - CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M� 16. 7• ALL NUTS 'SHALL BE STAINLESS STEEL, 3, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. ,� D 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, U71UTY INSTALLATION 9• POLES, ETC.) - WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23 HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE 'HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF - AND THE MANUFACTURERS RECOMMENDED PROCEDURES: 10• THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3�5.6. WATER MAINS 'SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE MAINS, OR RECLAIMED WATER UNES WITH A MINIMUM DOUBLE --DETECTOR OF 18 VERTICAL SEPARATION OR CONSTRUCT DUCTILE IRON PIPE AT THE GROSSING SUCH, THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE FIRE HYDRANT DETAILS METER BOX CHECK VALVE ASSEMBLY AS PER DETAIL THIS SHEET, - WATER MAIN WALL BE LOCATED AT LEAST 10-FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS - AND RECLAIMED WATER MAINS WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE !RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. W-a3 W-6 W ^� W 128 - :PIPE MUST BE LAIN IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE TEMPORARY JUMPER SCHEDULE TO ADEQUATELY PROTECT BOTTOM OF THE PIPE. I AND SUPPORPE SHALL BET ATHE ID �PIPE. CONTINUOUSN A REFERENE THE THE NCH DETAILS WITHIN HE EDDING. BACKFILL SHALL NS TAMPED IN 6" LIFTS N NTH CONSTRUCTION PLANS. --• A CORPORATION STOP SHALL BE INSTALLED WITH A WATER MAINS MUST BE INSTALLED WITH A. MINIMUM; OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LENGTH OF 1 0 COPPER TUBING EXTENDING ABOVE �i LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS, THE FINISHED GRADE. THE TUBING SHALL BE W.M. FLOW --r--r METER BOXES " METER BOXES SHALL BE CDR TYPE TRAFFIC BEARING BOXES. INSTALLED WITH A 180' DOWNTURNED BEND. REDUCED .'PRESSURE PLAN VIEW BACKFLOW PREVENTER MAIN SIZE JUMPER SIZE TESIINH HYDROSTATIC PRESSURE A -- WITH GATE VALVES YD SS E AND LEAKAGE TESTS, SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A • 1" GATE VALVE " MANUAL M23. CONTRACTOR SHAD. FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY M TEST GATE VALVE 1 0 COPPER TUBING o o W,M. PLAN VIEW THE LINE. THE ENGINEER SHAM BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. ,k ►r DISINFECTING GRADE (SWALE) 4 �' 2 - ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER,COUNTY GRADE ROADWAY R 60� 4" WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1997. AND A.W.W.A. STANDARD C651 AND RULE 62-555.345. .4 z FINISHED N r g UNION " GRADE \� 't VALVE 2" LOCKING- (MIN)'/ram/ \ , .� /�j\r X $ 6 -"*- BOX CURB STOP / W.M. `( " " - ALL U11UTY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTTUTY STANDARD W/PVC PLUG APPROVED 8 of LARGER 6 METER BOX 8 CORPORATION STOP WITH `' � I SEPTEMBER 2004. PLUG WHEN ABANDONED C4 to FINISHED UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY U11UTY PERMIT AND F.D;E.P. PERMIT CONDITIONS. 24"x18 (MIN) - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. SERVICE �" � GRADE ° - THE FOLLOWING SPECIFICATIONS ARE AN _ ABBREVIATED VERSION OF THE "IN01AN .RIVER COUNTY WATER AND WASTEWATER UTILITY COMPRESSION'. • + ' I ._....:.,.. 3/4�BGRAVE� OR v FITTINGS \\ \ \ \ \ �\ STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CRUSHED ROCK , //��r� //\ �\ \/\�� \ \� �/ CLEARLY UNDERSTO00, THEN THE AFOREMENTIONED PUBUCATiON SHALL BE :REF£f2ENCED. THE CONTRACTOR SHALL NOTIFY BELI-SDUTH, C.I:V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN R.S.G.V. 2" POLYETHYLENE r ; I RIVER COUNTY UTiLITIES.U.N.C.L.E. AND ANY OTHER UTILTY PROVIDERS 48 HOURS PRIOR TO CONSTRUC 0 N • - - -- , Q TI - N AND SHALL HAVE ° • , . EL VATION ALL EXISTING U71UTIES LOCATED IN THE FIELD. • . ! - ALL REQUIRED TESTING (PRESSURE TESTS, DISMF'ECTiON/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, + AND OTHER TESTS OR INSPECTIONS 'REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE WATER MAIN CONTRACTOR. THE ENGINEER SHALL 6E PRESENT FOR AL.L_TESTiNG/INSPECTiCNS, AND GIVEN' 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN 'COPIES OF ALL TEST/INSPECTiON RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. NOTES -- A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR' (25R OF VALUE OF MATERIALS ABOR) TO INDIAN RIVER HORIZONTAL DISTANCE EQUAL E EVATION COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE YEAR. RESTRAINED :PLUG (M.J) NOTE S " TO DEPTH of COVER JI - THE CONTRACTOR WILL PROVIDE SIX 6 SETS OF RECORD DRAWINGS HARD 0 ANELECTRONIC. F M 2 CORPORATION 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE O ( COPY D FORMAT). CONSISTING OF ONE SET OF STOP REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE 1.*WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE REPRODUCIBLE MYL.ARS AND FIVE SETS OF BLUE LACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER R R OR JB E OF ECO D LICENSED ELEVATION ZONE FEATURE AS DETERMINED BY UTILITY. MAY BE U71UZED IN LIEU OF A CROSS AND VALVE AT MAIN SURVEYOR, ALL IN ACCORDANCE; WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. 2. ALL MULTi-STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW CONNECTION. II NOTES 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE `INSTALLED 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED NOTES ONLY AFTER SPECIFIC APPROVAL BY IRCpUS. BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. I 2. ALL (MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.LP., AS APPROVED BY IRCDUS. al 3. 'METHODS OF 'RESTRAINT AS APPROVED BY IRCDUS OF ALTERNATE 4. ACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 1. TEMPORARY SAMPLING POINT MAYBE CONSTRUCTED5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND MATERIALS AS APPROVED BY IRCDUS. FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW'•PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. II » TEMPORARY SAMPLING POINT TEMPORARY 2 BLOW -OFF (BACTERIOLOGICAL) BACKFLOW PREVENTER JUMPER SCHEDULE i I a o 0' z w 3 rn C� p U ¢ N C9 �: W 0 4 a v vUi A W o x WWO a VO WOW>�O� �W�aU�m3oW 4x_�8 ol¢:¢ate �jWwa�SpZZ�„O� co a - Q U • �CWF-G,-iO�ZW-:Q r-a33w�:N3w�ac> o N y.+ _tJ ce' o Q � W 0 ,j_ 00 Wcc) Q •o � a0W j z n! Z Uj Y / c) � ( N C:)`r`/ OMB' �7,Wi` i11 < I'_ iL W 0 ^' �¢JL.L LL m wWN U N v zf2 ¢� 0 va z CN h W f ) CJ V I� LJ ILJF-W Q � J d � 0 Ld � Z U {-- Z I Q m M V) V MM 7inC JOSEPH W. SCHULKE FL G. N0. 47048 Q AH B. BITTLE R 0. 57396 WILUA P. ODDARD FL G. 57605 1 M DA VHEET 1'7 PROJECT NO. 04-124 m 0 M 0 M N ul 0 0 N rn aD '0 0 3 v w N U I v N i c 0 U L 0 c 0 U 'v rn 3 a i N i v i a) E 0 _ 3 0 k- rn 'N 7 0 N a� m - N I � I I I I 1 8-4 MANHOLE FRAME & COVER S-7 8-10 MANHOLE NOTES CUT CLASSIFICATION I SPACE AROUND OUTSIDE OF PIPE SHALL BE 2x4 MARKER PAINTED GREEN HEIGHT COMPLETELY FILLED WITH NON -SHRINK GROUT. I. REMOVE CONCRETE AND BEND EXPOSED EXISTING r eCAP Li4ELM0 tIs REINFORCING STEEL AROUND OUTSIDE OF PIPE GENERAL z carless ►s) SEE MANHOLE (FOR FIELD INSTALLATION) ROAD CRcwN 1. REINFORCING AREA OF 0.20 SO. IN./FT. FOR WALL SECTION, MINIMUM TO a a W Ha ) j - POLYVINYL CHLORIDE P.V.C. GRAVITY SEWER PIPE CAN 8E USED TO A DEPTH OF SIXTEEN FEET. p.EVAnON OF ROAD MEET OR EXCEED A.S.T.M. A 185. EFFLUENt do -+ 2- 24 'S/4" INFLUENT DETAIL God ` I 2. ALL CEMENT TO BE. TYPE I. GRAVITY SEWER'. PIPE AND FITTINGS • MINIMUM SL 4' P FT $ 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO 0 PIPE CONNECTION TO BE NEOPRENE aOOT GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST 1 usE gz Al t S E MEET Off .EXCEED A.S.T.M. C 478. > � I WITH STAINLESS STEEL ACCESSORIES ASTM DESIGNATION D 3034-SDR 26. E 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2.500 P.S.I. FILL - FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY _ CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. CASKET o j - ARE INSTALLED. 4,:Z�aa" c H.P. ELEV. OF FILL CONCRETE I POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8 . 0 'x4" WYE I 1 '0'o TO BE SAME AS OD OF PIPE .' - UTILITIES DEPARTMENT APPROVED EQUAL. 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR I I 2 PER FOOT SLOPE MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-8). aEPTH TO BE (TURNED 90•, EPDXY AND TWO COATS OUTSIDE. KOPPERS 300 OR EQUAL). s' '' • I - DETE12MMED IN THE FOR CLARITY} ELEVA11ON ( )' oR 5'-0` ID I ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL FIELD AS REQUIRED TO 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. , - THE PIPE SHALL BE GREEN IN COLOR. MARKER BALL TAPED SLOPE AVOID UnunEs (TYP) TO B"x4" WYE (TYP) z S. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. > A , - JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL 2 A COMPLY WITii ASTM DESIGNATION D3212. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE 'DROP I � ,� � •� °^ ° •�r: TESTING OUBLE SERVICE CONNECTION REQUIRED. :r SINGLE SEgWQCE 'r';,., t _„, + ":' - INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER I TYPICAL 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL ' .� ' 'e, COUNTY UTILITY 'STANDARDS. B"a . STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 6" (TYP) .: �; . :.:..f •4 • - EXFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL. • STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ' .. ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 GALLON NCH DIAM. DAY MILE OF SEWER PIPE. E EL STANDARD Y BRANCHES a. TT) BE LOCATED IN THE FIELD - - ® POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION s' M N : /I DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. ir�T INVERT `' INSTALLATION INSTALLED.PLUG WRAP WITH I ` 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FILL CONCRETE - INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED 13Y USE OF A LASER TO MAINTAIN PROPER GRADE. DETECnON TAPE FLOOD ZONES. OR BRICK W/TYPE I SEE PIP(F OPENING PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE DETAIL s-To) BOTTOM OF THE PIPE. BACKFILL SHALL BE TAMPED IN 12 LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). CEMENT MORTAR 95% OF THE MAXIMUM DRY DENSITY (AASHTO T-=180). DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL AT A MAXIMUM VV BENDS AS 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF :LINES ENTERING ELEVATION PLAN VIEW 3 (MINIMUM) OF 200 Ft. INTERVALS, AND ADJACENT T4 THE STRUCTURES. REQUIRED AND EXITING MANHOLES. SECTION A -A - ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". 14.2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL •� SOF SEWER MAIN TO BE PRECAST MANHOLE TOPS AND CASTINGS. ELEVATION B" DOUBLE Y OOMMERgAL ON q OF STREET UNLESS 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" ' PROPOSED GRAVITY SEWER (e"x4' "Y RE51DENTiAL) OTHERWISE APPROVED BY IRCDUS SHALL BE PROVIDED AS REQUIRED BY IRCDUS, TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" 16. MANHOLE LID SHALL BE TRAFFIC BEARING, (H-20 LOADING). FROM TO DIA. LENGTH VELOCITY PLAN VIEW 17. SEWER PIPE INVERTS .AT BOTTOM OF MANHOLES SHALL HAVE MANHOLE MANHOLE (INCH); (FT.) (FPS)' TYPE I AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE NOTES I SS-1 SS-2 $" 357 L.F. 1 ASTM D 3034-SDR35 PVC NOTE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. SS-2 SS-3 8" 369 L.F. < 1 ASTM D 3034--SDR35 PVC 18 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. NOTES SS-3 SS-4 8* 51 L.F. < 1 ASTM D 3034-SDR35 PVC 1. SANITARYy SEWER LATERALS SH LL BE A MINIM M OF 6 IN DIAMETER, PRODUCT UST SHALL BE PROVIDED FOR ALL MANHOLE FRAME COVERS. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 21 MgGNE11G D TECTION TAPE SH ' BE IN D OVER ALL D 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' SS-4 SS-5 8" 198 L.F. < 1 AS1Tyl D 3034-SDR35 PVC SERVICE LARALS. REQUIRED, TO IRCDUS 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. SS-5 S8-6 8 197 L.F. < 1 ASTM D 3034-SDR35 PVC 3. ALL. MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. 19. MATERIALS FOR LINING MANHOLES, WHERE REQ ED, BE PER RCDU PRODUCT UST. • " " APPROVED MANUFACTURERS' PRODUCT UST. FIBERGLASS LINERS SHALL BE 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING NO. S-11. I SS-6 SS-7 8� 286 L.F. < 1 ASTM D 3034-SDR35 PVC 4. MARKER BALLS TO BE TAPED TO B x4 WYE 24 BELOW FINISHED GRADE. INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 5. USE 5'-0* I.D. MANHOLE AS DIRECTED BY THE IRCDUS. SS-7 LS-1 $ 14 L.F. < 1 C-900 D.I.P. SS-8 SS-9 8" 210 L.F. < 1 ASTM D 3034-SDR35 PVC SS-9 SS-10 8" 230 L.F. < 1 ASTM D 3034-SDR35 PVC (SHALLOW SEWER') SS-10 SS-11 8" 212 L.F. < 1 ASTM D 3034-SDR35 PVC STANDARD LATERAL MANHOLE NOTES. STANDARD DEEP M.H. PIPE OPENING DETAIL s-11 SS-6 8" 2$6 L.F. <, ASTM D 3034-SDR35 PVC $S-12 SS-9 8 150 L.F. < 1 ASTM D 3034-SDR35 PVC I I 8-2 s-58 SEE PIPE OPENING "I s ��P�IPESOPENING DETAIL (S-10) 6" CLEANOUT W/CLEANOUT CAP 4rYP) MANHOLE (FRAME (( �0)) AND COVER FINISH ORA 6'0 WYE . DEPTH TO BE CE•IERMNED IN THE IURNFA 90' FIELD '(Tn')RED TO AVOID0R CRARIIY) CONCENTRIC Z 4'-0" ID " STANDARD CONE R"m 8' B T" BRANCH l== E PIPE OPENING 24 I SE SINGLE sFttAncE As sHawN ON C) .r• o° STANDARD LATETtAL DETAIL (S-1) DETAIL (5�-10) I cn PIPE INVERT , i0 fn ��I ', giETE IS' (MIN) COVER ALL =J OF ROAD CROWN B' (MIN) N `r+ l (BY CONCRAOR) AROUND ! m w SEE MANHOLE (T111P) $ I '�a SEE ELEVAnON OF ROAD 6 ~ EFFLUENT ''I INFLUENT DETAIL 1 FILL CONCRETE ,.; �.. > t�i INFLUENT 0 TAIL x. 0 RICK W E I =':�: :..y .:+�,."• , R B I •. �: STANDARD LONG CEMENT MORTAR a RADIUS ELBOW $ TM M. Trot CONTOUR PIPE INVERT �- DURING CONSTRUCTION 8" 4�-0 ID 8" BENDS AS REQb 24'.. 3%4" ROCK 6" K. OR � W/M I EXTENDED SLAB CAST I I (20' UPSTREAM) 6'-4" OD CEMENT MORTAR INTERGRAL WITH BASE 5•x3o• Lf1NG PIPE TO MANHOLE CONNECTION RADIUS BEr�,, / TO BE NEOPRENE BOOT WITH CONTINUE GRAVEL ELEVATION /, STAINLESS STEEL ACCESSORIES UNDER & PARALLEL TO ELEVATION '� -� -'�^�' sEcnoN, A_.A 3/4" ROCK `: PEE INTO A SLOPE A �-a'E + + (20'' DOWNSTREAM) FILL CONCRETE OR BRICK . SAND �:: SdL TO PROPERTY LINE 2''/FT 2 - $ERVICE AS tD �� x SECTIQj'LA_-_A /� A WfTYPE I CEMENT MORTAR SHOWM ON STANDARD PIPE RIVERT LATERAL DETAIL (S-T} r'L.,. NOTE: SAND EXCAVAnoN STANDARD -f 9RMCFI {� 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. TO BE LOCATED IN FIELD I ELEVATION MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 85 GP M+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE TOA60 D { I j SEWER OR CORRESPONDING SLOPE BASED ON APPROPRIATE VELOCITIES. RATHER. MINIMUM SLOPE AND SIZE CRITERIA PLAN VIE AS GOVERNED BY LOCAL UTILITY. ELEVATION L w PLAN VIEW WATER MAINS AND FORCE MAINS TO BE USED WHERE! DROP IS 2'' OR MORE PIPE JOINT DETAIL AT MANHOLE POLYETHYLENE MATERIALS FOR PIPE SIZES :3" AND LARGER I TO USED " H N CUT LAS I OA ION I 6'-0" OR ESS N ARGE �E �N E C P 'S! A. MATERIALS USED FOR: THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE .FROM A. PE 3408 POLYETHYLENE RESIN COMPOUND N ©-^TE NOTES MEETING CELL CLASSIFICATION 3454 4 R S 3 C PER ASTM '03350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER AS1Tv1 D1248, 1;. 3 4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. 1, SE MANHOLE NOTES N DRAWING NO. $-4. NOTE B. POLYETHYLENE PE PIPE SHALL COMPLY WITH Awwk SPECIFICATIONS - / ^ E M O ( ) SPE I S C90f 90. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. NOTES .. C, I ENSIONS AND WOR D M K ANSHIP HA P APPROVED M MANUFACTURERS' PRODUCT UST. 2. SEE PII?E OPENING DETAIL DRAWING NO. S 10. M S LL BE AS S ECiFIED BY ASTM F714. PE FITTINGS AND ;TRANSITIONS SHALL MEET ASTM D3261, PE PIPE SHALL HAVE 2. ALL MATERIALS ARE TO BE PER .IRCDUS AN 1. PIPE JOINT DETAIL IS TYPICAL FOR All. PIPE TO MANHOLE: CONNECTIONS TAP T x4" 24" OW FINISHED GRADE. A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL PE PIE AN FITTINGS 3. MARKER BALLS TO BE TAPED 0 fi BELOW 'I. SEE MANHOLE NOTES ON DRAWING NO. 'S-4 3. SEE MANHOLE- EFFLUENT &INFLUENT .DETAIL; P D F 1'lI SHALL HAVE A HYDROSTATIC DESIGN BASIS HDB OF 1,600 PSI. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS'. PRODUCT LIST. " 4. HOUSI! jUIL.OER WILL BE RESPONSABLE FOR CUTTING SEWER CI.EANOUT TO GRADE PRIOR DRAWING NO.. SETT. D. PE PIPE AND ACCESSORIES 3, AND GREATER; IN DIAMETER, SHALL BE 160 PSI AT 73.4 F MEETING THE REQUIREMENTS OF STANDARD DIMENSION TO CONNECTION. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. $3 3 3 " D D E ON RATION 3. SEE PIPE OPENING DETAIL DRAWING NO. S-1;O 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. /4 ROCK TO 8E USED AS BEADING FOR 2O UPSTREAM &DOWNSTREAM OF MANHOLE. (SDR) 11 AS MINIMUM STRENGTH. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. DRAWING NO. S-11 5. SEWER LATERALS SHALT NOT BE CONNECTED DIRECTLY INTO MANHOLES. FITTINGS A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MANHOLE EFFLUENT MADE. ALL FITTINGS SHALL. BE MOLDED, OR FABRICATED BY THE MANUFACTURER. DEEP SEWER) » >, ! B. ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON SHALLOW M.H TYPE A DROP MANHOLE & INFLUENT j I BACK-UP INGASSEMBLY F RBo sTrrEL MODIFIED RISER LATERAL STANDARD RRING SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MAZE WITH CAST IRON FLANGES PER ANSI B16.1.. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAIN LESS STEEL AS SPECIFIED IN �. $,.9-�2 ASTM A726 AND ASTM A307. S_3 MANHOLE FRAME & COVER SEE MANHOLE JOINTING METHOD EFFLUENT & ASPHALT PAVEMENT A. THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS 0 PI A EINISHI GRADE - F PE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE INFLUENT DETAIL /^- BUTT -FUSION PROCESS. 4 ID O ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL 8" 8 I SUPPLIER. PIPE SHALL BE FURNISHED :IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. PIPE INVERT PIPE IDENTIFICATION A o 0 0 o A $ A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5-FT.: NAME AND/OR TRADEMARK o a o DROP LESS FIBERGLASS OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH THAN 24" I ASTM D1246,, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160'S OF PSI, E.G., PE 3408.1 MANUFACTURING STANDARD REFERENCE, E.G. ASTM F714 OR MANHOLE COVER - LETTERS TO FORCE MAIN I D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. N B. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE BE MARKED "SANITARY SEWER" .."� ADDITIONAL REINFORCING BARS '1 �' 6" (MIN) WIRE DETAIL M-16, REQUIRED AT OPENING. SLAB TO (TYP) - A 1TI CE TO BE TRAFFIC BEARING. SUBMIT ' SHOP DRAWING FOR APPROVAL_ I TESTING PLAN VIEW SEE MANHOLE EFFLUENT A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR SEE PIPE OPENING & INFLUENT DETAIL TESTING. DETAIL (S-10) B. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING -DESIGN PRESSURE OF THE PIPE. 100 PSI.) ALL TESTING SHALL B Ci Po FILL CONCRETE 4'-D' I0 CONDUCTED IN THE PRESENCE OF THE ENGINEER. ( P ) LL E COVED, - SECTION -----�-sU J� GASKET �1" c cars t►iiiq Q OR BRICK W/TYPE i C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER, EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND A IN GA I 8 CEMENT MORTAR BEFORE .APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS TO I '4a ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD APPLY THE SPECIFIED TEST. PRESSURE HA O ❑ 22-15/ts L` " �.I , L E SHALL BE 24 N GRAM SEWER {' HELD FOR ONE TO 'THREE HOURS. ELEVATION owNSTREaM D. ALLOWABLE AMOUNT' OF' -MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM T PLASTIC 9c STANDARD ELBOW S 0 O L STIC PIPE INSTITUTE HANDBOOK OF " " , 5ECTTON ,4-A INLET POLYEIN NE P1PE• INSP C ON S AND PR I , 1 a is i YLE E TI. TE TS, ESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY 8" 4 -0 ID 8 rn CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST TABLE 111 ON PAGES 24 AN ,•..�. SEE PIPE OPENING ;! � w Q � � � , D 25 AS PUBLISHED BY THE DETAIL (5-10) - - PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD' THE INSTALLED PIPE A PASSES THE TEST. + . ��'� �` E, IN ANY TEST OF PIPE LAUD DISCLOSED LEAKAGE SIGNIFICANT PRESSURE RI a CONCEALED WATERTIGHT , 6 MIN cur. HOLE (usE � t r -:. .�,,. ; ,•,,.,. B: (t,nN) E LIRE DRIP P GREATER THAN .THE ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN .t ;.-; :,� NEOPRENE BOOT �_ ;�.. ;N;' >:: EXPENSE, LOCATE AND :REPAIR THE CAUSE OF .LEAKAGE AND RETEST THE LINE. THE .AMOUNT OF AK PICKHOLE (TYP) , �•; .,. +Q .. , . .+� a �„ ;; ;••,.....-•.t?+; y�.,:.,k I: (TIN) LEAKAGE WHICH WILL 6E PERMITTED SHALL BE IN PLAN 'VIEW I TO SEA+-) - � ACCORDANCE WITH AWWA C600 STANDARDS. LOR CON �RTETE I " ::.,�, 8 i 8•(MIN) RAIN G ARDBoor - CEMENT MORTAR PLAN VIEWI�I ELEVATION FRAME - ,SECTION PIPE INVERT - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTYWATER AND WASTEWATER UTI TY SECTION-� ELEVATION � SEPTEMBER 2004." A LI STANDARDS, TO PE USED WHERE DROP IS LESS THAN - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. TO BE USED WHEN OUT CLA SIF'ICATION IS -O OR LESS- I SHOP DRAWINGS SHALL. BE SUBMITTED, FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. NOTES - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIANRIVER COUNTY WATER 1: SEE MANHOLE NOTES ON DRAWING N0. 5-4 � " 0 TE AND WASTEWATER UTILITY 1. SE PIPE OPENING A STANDARDS, SEPTEMBER 2004. WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT E I . DETAIL DRAWING NO. S-=10. NOTES 3. SEE MANHOLE EFFLUENT do INFLUENT DETAIL DRAWING NO. S-11, CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. _ NOTEs NOTE 4. NO INSIDE DROP WILL BE ACCEPTED. !; - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES INDIAN ,. N DRAWING NO. S-4. 1, SEE MANHOLE NOTES 0 D Wt RIVER UN 11 1. AN DRAWING N -4. 5. MATERIALS FOR NI A R COUNTY U UTIES U.N.C.L.E. AND ANY OTHER UTILITY PR SEEM HOLE NOTES ON. 0 G O. S R LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY •ASSOCIATED D PROVIDERS 48 HOURS PRIOR TO CO STRUCTION AND SHALL HAVE 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS N L VE 77''�� 2, SEE STANDARD MANHOLE CASTING DRAWING N0. S-3• FIBERGLASS ENGINEERS OR APPROVED EQUAL, AND SHALL BE NGINEEREI? TO A A APPROVED' Y'NDIAN RIVER COUNTY. � 2. SEE PIPE OPENING DETAIL DRAWING NO. S-1O. L E ALL :EXISTING UTILITIES LOCATED IN: THE. FIELD,. ANDB I 3. SEE PIPE OPENING DETAIL. DRAWING NO. $-iO. STANDARD OF 16,000EPOIJNO VERTICAL DYNAMIC WH L DAD AASTHO -20 . I AN T DETAIL RATING 0. S-1 . EE L H 3. SEEM HALE EFFLUENT & INFLUENT DE I p N 1 I U APPRO D MANUFACTURERS PRODUCT LIST. t ALL REQUIRED TESTING PRESSURE TESTS, DISINFECTION BACTERIOLOGICAL EX ILTRAIION INFILTRATION, 2. ALL MATERIALS ARE TO 8E PER RCD S VE AI RATNG N0. -11. FIBERGLASS LINERS SHALL 9E INSTALLED ON ALL MANHOLES RECEIVING PUMPE� SEWAGE. ( % F � L RATION, LAMPING, T.V. INSPECTION, 4, SEE MANHOLE EFFLUENT &INFLUENT OET..L 0 S 8. ALL MATERIALS ARE TO E PER IRCDUS APPROVED MANUFACTURERS` PRODUCT UST. AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE PT Q T EQ E ADOPTED SPECIFICATIONS) SHALL 8E PROVIDED AND PAID FOR BY THE i; CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL,. TiSTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. - A. PERFORMANCE BOND SHALL BE PROVIDED ' SY THE CONTRACTOR ' 25X OF VALUE. OF MATERIALS ABOR TO INDIAN RIVER STANDARD ,, lL FOR N TIE-IN COUNTY AT THE GLOSE�-OUT OF THE CONTRACT, TO GUARANTEE THE U11UTY SYSTEM' FOR ONE (1) YEAR. MANHOLE CASTING SLAB TOP MANHOLE TYPE B DROP MANHOLE GE MAIN E I N -- THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS: AND FIVE SETS OF BLUE, BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. I I o N Z 00 0 V 3 Q 0 N C1 W a� ' w wo 0 � o S C�Uwpw �N� r LL,w QU��3g� ujw�ra'r�2cnw Qza��oowo�m�g LC�WF-w 0g2WJQ U' awssSL,Cy A wo�+Uwwak�wi10 ==wn �zcn o �a33N3w�•�ac� d CID Q © 0m C o Q00 0 L 0 Z z OW Lr I"' Z z CID goWti W <� W0Qi%�� �UJLL W Z Li m �wLLIC-4 u ?� 0 Qti •..1 r W v ryEw Lli > W LLJ oz< � W ZOO U I- Z tQ� Q V J F- V J Q by m n LiJ V V) JOSEPH W. SCHULKE FL REG. NO. 47048 [IJODAH B. BITTLE RE 0. 57493- P. STODDARD FL G. 0. 57505 =I ` P J 17 A SHEET 18 OJECT NO. 04 --124 1 FORCE MAINS PIPE MATERIALS I GENERAL UTILITY NOTES - DUCTILE IRON PIPE SHALL BE BELL AND SPIGOTCAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. JANUARY 1997." - LINING AND COATING (DUCTILE IRON PIPE), - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT THICKNESS. CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, THE CONTRACTOR SHALL N011FY BELLSOUTH, G.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM RIVER COUNTY UTILITIES,U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. ALL EXISTING UTILITIES LOCATED IN THE FIELD. - PVC PIPE SHALL BE GREEN IN COLOR. - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, JOINTS AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. FITTINGS PROPOSED FORCE MAIN - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND COATED TO SAME SPECIFICATIONS AS THE D.I.P. PIPE DIA LENGTH VELOCITY SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN (INCH) (FT) (FPS) TYPE THICKNESS ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION 4" 273t 2.2 P.V.G. AWWA-C900; ASTMD1784 & D2241 OR 18 B18.2. D.I.P. AWWA-Cl50/A21.50-96 - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER. OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR INSTALLATION OF NOTE: MECHANICAL RESTRAINT MECHANISMS SHALL BE,INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. 1. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA C110 (ANSI 21.10). ALL FITTINGS VALVES SHALL BE FACTORY LINED AND COATED: - ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND EXTERIOR: 2 MIL BITUMINOUS COATING STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. INTERIOR: 2 COATS COAL TAR EPDXY (MIN. TOTAL 16 MILS) MARKING 2. JOINT RESTRAINT SHALL BE MECHANICALLY RESTRAINT WITH NAPPCO C-1300, C-1350 RESTRAINER OR APPROVED EQUAL. "WATER - SEE DETAIL M-16. 3. SEE RESTRAINING SCHEDULE PER INDIAN RIVER COUNTY SPECIFICATIONS, DRAWING NO. M-5B AND ON DETAILS" SHEET. 4. ALL PIPE MATERIAL, TESTING AND INSTALLATION SPECIFICATIONS SHALL BE EQUAL TO THE SPECIFICATIONS WRITTEN HEREIN FOR POLYVINYL CHLORIDE WATER MAINS. INSTALLATION 5. THE PIPE SHALL BE MARKED "FORCE MAIN" AND SHALL BE GREEN IN COLOR. - FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. - FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18" VERTICAL SEPARATION 1 FORCE MAIN CONSTRUCTION: OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE CROSSING SUCH THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE -DESIGN FOR MIN. WORKING STRESS OF '150 PSI. AS PER DETAIL THIS SHEET. - FORCE MAIN SHALL BE LOCATED AT LEAST 5-FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, - CONFORM TO AWWA C900, ASTM D1784 AND D2241, WITH AND 10 FT. FROM POTABLE WATER MAINS. - WHEN THE MINIMUM HORIZONTAL AND VERTICAL' CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE MIN. WALL TH K. OF D R 18. SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. - THE PIPE SHALL BE GREEN IN COLOR. - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE IN LIFTS - JOINTS SHALL BE RESTRAINT W/ NAPPCO C-1300 BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED 6" TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. RESTRAINER, OR EQUAL, PER RESTRAINING SCHEDULE, - FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. AS DEPICTED ON THE MISCELLANEOUS UTILITY DETAIL TESTING SHEET. - HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 SERIES AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. I LA L1 �� C 230V 3PH L3 - �• 4W NEU - P NCB GEN. RECP..0�� GIRD _ 781 FUI TB2 PHASE A Tea � z TB4 PHASE e T88 .FU3 798 PHASE C Ti �2 PUMP �I� ��3 N0. 1 CBI U1 OL M1 Te ECB CB2 RUN 78 11 RUN TO 12 L 120 VAC CONT Ms Te 13 RTU M +4 Po11eR NW CB3 120 VAC NEUIRAL _____0 B4 Gn UCn RECP. dwg. no. S-16-D 1 CONTROL PANEL SCHEMATIC 2 WITH R.T.U.' Me M1 I l.. - v,vv- AUX RIM 71 T2 PUMP 3 N0. 2 M2 OL M2 TBY RES TBIO M2 ----I RUN AUX 1 2 ET M17 �PL1 MTP1 7 R e H 0 A / MIS 1819 70 FU4 O M1 OL M1 START T82o SS1 ET M21 [� PL2 MTP2 9 10 H �0� A / 1822 18�3 ni AA 0 71 FU5 -j-- I OL M2 START T824 SS2 2 dwg. no. S-16-B CONTROL PANEL SCHEMATIC WITH R.T.U. TIME I RUN 1 PUMP 1 TIME 2 RUN 2 PUMP 2 ,eaa a T-a a A'PL71ua � onoo Ply+ so a F \7 +m wP' elu HIGH ALAI e :� -1"m FLT Im T- « . nee � PL.B 1w LAG ma ue ' FLY me F1111M a a 8 A IrAL1 w i . PAIP ! na • ra e e 7 +� Ale LEAD , 4 - o Ilm oFF ,sae ..O --- o _- Aw reirR no LOW 1sa wn o--❑--►Lm AM 10" 1e+e �. AYI +eTs Rn NmMo+ r Ayp PSI ALN u " , ..., lIp1T' ,.�• Tom_ MIT ,ee Pm SFR1 t = ww SFR2 dwg. no. S-16-C CONTROL PANEL SCHEMATIC WITH R.T.U. RED COLOR FLASHING ALARM LIGHT WITH CAGE (VISIBLE 360' IN AN UPRIGHT POSITION. RESET MOTOR CABLE (TYPICAL) CROUSE-HINDS TYPE -� "CGB" WATERTIGHT CONNECTOR WITH NEOPRENE GLAND TO MATCH CABLE. FURNISHED WITH PUMP, ALARM HORN --�� GROUSE HINDS TYPE "CGB" CONNECTOR FURNISHED WITH PUMP ---7 PROVIDE BUSHING TO FIT CABLE COUPLING ADAPTER PVC CONDUIT TO STATION ANNUNCIATING LIGHT NAME PLATE (TYPICAL) w _�/ w w I im 9`1 ii4 {;� lid G & �D a c:z r� EMERGENCY GENERATOR RECEPTACLE SEE SPECIFICATIONS FOR RECEPTACLE MODEL - SILENCE - RUN INDICATING LIGHTS - HOA PANEL TO BE 304L STAINLESS STEEL - TERMINAL BLOCK FOR EXTERNAL ALARMS I' L� 14 # 14 TO RTU # 1 # 2 # 3 2" PVC CONDUIT TO STATION (MIN.) CONFIRM WITH PUMP MFGR. TYPICAL CONTROL''' PANEL FRONT VIEW VARIES METER - CONTROL PNL. Z SERVICE STAINLESS STEEL SCHEDULE 40 2 DISCONNECT in THIS SIDE o 11 �' SUPPORT POSTS. 12" MIN.-T ALUMINUM UNISTRUT BRACING \2 REQ'D. # 3/0 BARE COPPER WIRE 1"0 WATER SERVICE GROUND CLAMP W/ HOSE BIBB FINISH GRADE 1" WATER SERVICE LINE WITH CONCRETE SUPPORT REDUCED PRESSURE BACKFLOW 3000 PSI POURED AGAINST NOTES PREVENTER AND WATER METER 2' MIN. ' UNDISTURBED SOIL. 1. ELECTRIC SERVICE 5/8" DIA. X 10' LONG SHALL BE 3 PHASE. CONDUIT TO POWER COPPERWELD GROUND ROD 2. ALARM HORN SHALL BE POLE SEE SITE PLAN FRONT ELEVATION SEALED TO PREVENT LEAKAGE, CONDUITS TO PUMPING CONTROL PANEL 3X. J. CONTROL PANEL TO Dr - APPROVED sTA. SEE PLAN (STAINLESS STEEL) ,� BY UTILITY BEFORE INSTALLATION. 4. REFER TO SECTION 8 FOR SERVICE DISCONNECT PUMPING STATION SPECIFICATIONS. METER -�- '�� T (STAINLESS STEEL) ENCASED 5. BOTTOM OF PANEL TO BE 28" TO 34" ABOVE GROUND. PLAN VIEW 6. DISCONNECT BETWEEN METER AND TYPICAL SERVICE PANEL TO BE STAINLESS STEEL NON FUSIBLE. ENTRANCE STRUCTURE 7. ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL. 8. R.T.U. TO BE MOUNTED ON TOWER ONLY. 1 i 9. SPARE PARTS (SEE SECTION 8.05). (ELECTRICAL DETAILS) PUMPING STATION BILCO TYPE J-AL, SINGLE LEAF ACCESS DOOR OR EQUAL WITH S.S. HARDWARE 4" D.I.P. VENT W/ 2 D.I.P.- 4" x 90' BENDS WITH STAINLESS STEEL INSECT SCREEN READ. z m TOP ELEVATION = 24.70GRADE ELEV. '.' ", o 316 S.S. BRACKET & %% ASSOCIATED HARDWARE TO SUPPORT PUMP POWER CABLES SET PRECAST TOP SLAB ON 1" NON -SHRINK, NON-METALLIC GROUT. S.S. LIFTING CABLES 10' LONGER THAN DEPTH OF WET WELL i PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS MANUFACTURED IN ACCORDANCE WITH ASTM C 475 ONE (1) INFLUENT PIPES " , S.S. LIFTING CABLE AND ELEC. CABLE HOLDER W/ S.S. HARDWARE STAINLESS STEEL UPPER GUIDE BRACKET W/ S.S. BOLTS & ANCHORS 8" 6'-0" CONC. OPF 2'-0" �w4m "COUPLING OMP.FLAN 4"P. V. C. V m_ 4" (TYP) 6" MIN. :A .: lljf �`�I�"�-•��Mj���j� BILCO TYPE JO-AL, DOUBLE LEAF ACCESS DOOR OR EQUAL W/SAFETY CHAINS BOTH ENDS AND S.S. HARDWARE. FOR DOOR SWING OPEN (TRUE ORIENTATION) SEE PLAN "KAMLOC" MALE -KW1K DISCONNECT 'KAMLOC' COUPLER 4" (BRONZE) �- 2-NO. 5, T. & E. W/ NO. 3 AT 12" (TYP.) �- GRADE ELEV. E 2" 0 0 INCREASER N NO, 4, 12" DC VERT. 4" GATE VALVE " DIA. SPOOL PI CE yITM BOX 4 I, DCC HORI o M \\jj\ DISC RGE PIPE DIAM. 4" D.I.P. -NO. 4, 4 WAYS o DIAG. (TYP.) 4" PVC FM I ,� �- COMPACT TO L 3/4"IN. STONE 12 - 4 6 - 8 11-4 98% MAXIMUM AROUND DENSITY ALL STRUCTURES. - 8. INVERT= 13.37 (W) 9"v 1" PVC VALVE BOX DRAIN WITH P-TRAP LOCATED IN WETWELL. F ELEV. "C" PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB RUBBER SEAL, FILL JOINTS F ELEV. "D" s" 4" OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY W/ EMBECO GROUT / INCREASER �'/. NO. 4, 6" O.C. V '.` F ELEV. 'E" ; , SECTIONAL 2 25' STAINLESS STEEL BOLTS AND ELEVATION GROUT CORNERS - -� - / 2.25 ANCHORS FOR PUMP BASE ON OF WET WELL o ELEV. / / STAINLESS STEEL BASE PLATE NOTES (FULL CIRCLE) M \\� . I �F" : /� (see section 8.07B) 1. ADDITIONAL PLUG VALVE TO BE /\\ " " LOCATED AT FORCE MAIN JUNCTION ELEV. G 3 2. SEE NOTES DRAWING NO. S-13 Cl N0. 4 6" O.C. IN C ENTER. 3. USE ALUMINUM LIFTING BAILS (SEE PUMP STATION 4. STRUCTURE DIMENSIONS MAY VARY GENERAL NOTES FOR WET / UPON APPROVAL BY THE 1RCDUS WELL WALL REINF.) DUE TO BUOYANCY COMPENSATION OR OTHER REQUIREMENTS. 6" 0. C., E.W., COMPACT TO '/�i\/// 6" MIN. 3/4" STONE 98% MAXIMUM 3' MIN. 8'-0" INSIDE DIAMETER 3' MIN. DENSITY ALL CONSTRUCTIONS AND CONSTRUCTION MATERIALS MUST MEET I.R.C. STANDARDS dwg. no. S-15 •' �.. •• ••. . A. .•�: 'r,• is a_ � •.�. WET 4" W.P. ` - WELL CAST -IN- ' PLACE 3'-0" Z ::. ;•r. CONCRETE OPENING 4"x90' BEND S.S GUIDE BARS '.."(2 BARS EACH PUMP) P. :•' 7• + BY CONTRACTOR AS TRAP • PER PUMP EQUIPMENT ,MANUFACTURES SHOP DRAWINGS ;: t• `ELEV. "A" F ELEV. "B" o •; S PUMP MOTOR -�- NOTE: (ELEVATION) 100 YEAR FLOOD ELEVATION 24.05 (F.E.M.A.) TOP OF LIFT STATION ELEVATION 24.70' dwg. no. S-14 TYPICAL PUMPING STATION 2-3/4" x 90' BEND 1' WATER SERVICE LINE WITH REDUCED PRESSURE BACKFLOW $CH. 80 P.Y.C. CABLE CONDUITS TO PREVENTS AND WATER METER. CONTROL PANEL (ENTIRE LENGTH) HOSE 8166 FOR POWER & INSTRUMENTATION. ELEC. METER 1 /4 CU. YD. CONIC. DEPTH 3'-0• EACH STAINLESS STEEL - - SCHEDULE 40 SUPPORT POST. / \, 5 LOCATION OF CONTROL PANEL TO BE APPROVED 8Y I.R.C.D.U.S. 4' GATE VAL HATCH HINGED FLEX COUPLING (THROUGH WALL) HATCH HINGED SIDE WITH BOX i1 SIDE `o PUMPING STATION DATA TABLE LIFT STATION SITE ONLY PARY COND TION PUMPING CAPACITY G.P.M. 85 TOTAL HEAD (f) FEET 102 j EFFICIENCY M. N/A I INTER- MEDIATE CONDITION PUMPING CAPACITY G.P.M. -- TOTAL HEAD FEET -- EFFICIENCY sEC I-nON CONDDITION PUMPING CAPACITY G.P.M. - 1 TOTAL HEAD (k) FEET - EFFICIENCY DES - MIN. DISCHARGE SIZE INCHES 3 1 PUMP MODEL NUMBER M125 2 1 PUMP IMPELLER No. I Multi 1 PUMP SPEED (DESIGN) R.P.M. 3470 MOTOR NAMEPLATE H.P. H.P. 16.8 MAX. PUMP DRAKE H.P. H.P. 16.8 MAX. MOTOR SPEED R.P.M. 3470 FLO INITIAL INFLUENT R TE PEAK G.P.M. 69 MIN. PUMP CYCLE TIME MINS. 29.49 TOP ELEVATION - - - 24.70' INFLUENT PIPE INV. ELEV. ELEV."A' 13.37' ALARM SIGNAL ON ELEV. ELEV."B 12.50' LAG PUMP ON ELEV. ELEV."C' 12.00' LEAD PUMP ON ELEV. + ELEV."D' 11.50' PUMPS OFF ELEVATION ELEV."E 10.50' ALARM SIGNAL ON ELEV. ELEV."F' 10.00' BOTTOM OF WET WELL ELEV."G' 9.50', PUMP MANUFACTURER ABS i A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED WITH THE STATION. (PER I.R.C.U.D. SPECIFICATIONS.) I 1 i I i i I a �F n CV ,4 PY 1 i 4" WYE Z' wa O �. ... M U 1 1: ct o U FLEX. COUPUNGS Z 4" PVC e► LOi 4" x 45' F.M. 4' CV BEND ALL ELECTRICAL CABLES AND WIRES PV . a FROM THE INDEPENDENT DISCONNECT TO THE REST OF THE LIFT STATION 4" D.I.P. VENT \ HATCH HINGED SIDE SHALL BE MADE OF COPPER, SLOPE FILL GROUT TO EMERGENCY PUMP OUT 4'OR 3' AS APPROPRIATE) CENTER OF PIT NOTES MALE 'KAMLOC' OR PR'D EQUAL NO. 5, 6" O.C., EACH 2' PVC DRAIN 1. FOR SECTIONAL ELEVATION SEE DRAWING NO. S-14. WAY EACH FACE. �_ ��� 90' BENDS 2. FOR DATA TABLE AND NOTE SEE DRAWING N0. 5-15. INFLUENT PIPE 3. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. (D.I.P.) 4. 5" 5. ALL PIPING THROUGH WETWELL AND VALVE PIT SHALL BE DUCTILE IRON UNLESS APPROVED BY I.R.C.D.U.S. (PLAN) dwg. no. S-13 TYPICAL PUMPING STATION PUMP STATION GENERAL NOTES FOR CONTRACTOR PROPOSALS: 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST CONTRACTOR SHALL INCLUDE THE FOLLOWING IN THE CONSTRUCTION OF FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. THE LIFT STATION: 2. ALL CONCRETE SHALL BE CLASS A-A(4,000 P.S.I. FOR 1. UNDERGROUND ELECTRIC SERVICE; CONDUITS, CONDUCTORS SWITCH AND PRECAST AND 3,000 P.S.I. FOR CAST -IN -PLACE) UNLESS PULL BOXES, CONTROL PANEL, R.T.U., ECT., AND ALL ELSE NECESSARY OTHERWISE SPECIFIED. AND INCIDENTAL THERETO.. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND 2. CONSTRUCT 12' WIDE CONC. DRIVEWAY & SLAB AROUND STATION PLACED IN ACCORDANCE WITH THE A.C.I. CODE SPLICES SHALL (6" THK., 2500 PSI FIBER REINF.) SEE CONSTRUCTION PLAN SHEET. BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18 MIN. UNLESS OTHERWISE NOTED (STAG. SPL.,TYP.). 3. ALL PIPING, VALVES, FITTINGS AND ALL ELSE DEPICTED ON THIS DETAIL SHEET. 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL 1" WATER SERVICEAND TAP, METER BOX, 3/4" HOSE BIB, ALL REQUIRED BE COMPACTED 0 98% DENSITY. (MODIFIED T-180) PLUMBING, R.P.Z. (BACKFLOW PREVENTOR) CONSTRUCTED FROM THE NEAREST 5. CHAMFER EXPOSED CONCRETE EDGES 3/4" (TYP.). POTABLE WATER MAIN. 6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ.IN./LINEAR 4. A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL WITH THE STATION, DIRECTIONS. 5. CONST. 6' CHAIN LINK FENCE W/ LOCKABLE GATE AROUND 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. LIFT STATION AT EASEMENT LIMITS. 8. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 9. USE ALUMINUM LIFTING BAILS. 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS. 11. NO UNI-FLANGE PIPE CONNECTIONS ALLOWED. 12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS, ETC. AND PRECAST CONCRETE. THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. � vi vi cn o cv --i z tt t, z C� J O O U Q w O = =c>.- Mg) rNm wd=�wOaOw zo O_ ~a<zwO�aar'3 0 �1 �oowzO�wmoF' UU d =�==X� �Z(wi170 I-CL wDiUl3wz)af 000 d Z " o � c W � .J Q. Q Q � � Oa LL 00 W �(_� � 00 W 00 CD < zo0W O CL rCL aj C) d� 06 OEMrn "�+ oz W 0 W .J C� L, 0 04 Z O rXX` W D> _ j W m L W J�>04 ~Z 0 J j Q r.. = i zN U � � J F- W v U Q LLj m C) F'azW 0 LL1 < < Cn -- z 0 5 Cf) .- 0 U � _I Z Q I- Q m Ld Q LrLI m 0 JOSEPH W. SCHULKE FL . NO. 47048 [] JO AH B. SITTLE R . N0. 57396 LUA STODDAR.D FL R 0.57605 N T MIX A : HEET 19 PROJECT NO. 04-124 I.R.C.H.C.N. STATION GPS 103" N 1262885.7920 E 821354.1350 Symbols Legend ' LP = LIGHT POLE WOODEN POWER POLE WME = WATER METER ? WV N = WATER VALVE HYD'q� = FIRE HYDRANT CATV❑ = CABLE TV RISER BOX': zp� TEL ' UFO P, WALK— TEL0 = TELEPHONE RISER BOX EASY STREET e e q ER VALVE, ,p� cPPI� = CONCRETE POWER POLE O S4NITARY WV N MANHOLE WVB ,n WLP� NOO'03'21 "E 262,60, RAW FNDJ.51P 143.82' FND.3147P FND.1.57P co � FN0.415,4 C.M. 10.00' j, / PLS J435' 21.93 O ~ 0' _T)� 5co ryk7 S6 / ` Z L INV. i ci 1 WM 21.46 INV.=22.41 co 10I CO CONC. OR. INV.=22.3s '(Y / � Z �n Ln 21.50 NOo'00'15"W L�i1 C1l 0 WM HEADWALL nG�Q SQ�P / / �� _. I Q �� p 50' Z x INV.-20.68 BLOCK 7 2 d+• / �`' 143.82' WPP WPP h6 N0o'03'21"E INV.=20.73 1a�MP WM SEBASTIAN HIGHLANDS S/D �'INV. // I J & W S/D 118.79' 8.0' r f�' 22.7/ PLAT BOOK 14, PG. 56 ❑EL PLAT BOOK 5, PG. 14 cif O I tJ TEL �t11 t P.O.B. ck, y� �;. ryti. 22.�/,L� k, ,. (' Lq cn f'� D.B. 5, PG. 454 0 9 /� ,� o LOT 1 I Q - FN0.4k4 C.M.-REED 3916 BLOCK 7 CONC. DR. 1��, �9 S0. D.75 $..0.34'W. INV / L� OCCUPIED LO C N00'00'15'W �, <�\\�f >>s?�, 22s2 Z I / �`o 00 ( 143482' z 11 �� �tz LA�� r, WM 71 V.,,+ o / R=125.00' h rn. o. 369' O.R.B. 643, 1083) cP / w S. e¢ � 0=20'58'17,. LOT 2 OCCUPIED •.n,•„ " (I ~ 1 I d1 v ° FPLS 3435/C Z U� TEL YD p �o k / '0 / + d° a '�' L=45.75' CHD=45.50' FN0.4ir4'C.M. 6P REED-3916" N00°04'36"E W O PLS53435/C 9.75'E. OF S.E. COR, BLOCK 7 4 WMM LO �a• / WELL* TEL ❑ y O Z Zo ASPHALT ROADWAY , 17 , C(? "CLI R+ O ,,� 184.16'(M) 184.41'(P) M `� r�,`2 = e� q INV. ' 23s.44'(M&P) - N89°46'58"W " DITCH 2065 (ALE NOO'12+21 ,E 29782+ FND.4"xC.M.w 34.71 a, (o.R.B. 1786/1715> EED-3916"N00'o0'15 143482' ' C. (/) I z FND.4k4 C.M. O a co cODo D. B. 5, W 00 =. PG. 454 I �, OO O VACANT O I co ' Notes: — FND.4"x4 C.M. S.E. COR. SECTION 1, TWP. 31 S, RGE. 38 E. 1. ! THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. C.C.R. j 65497 N 1262944,460 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF WAY E 824883.685 OR EASEMENTS OF RECORD. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4. I'' UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED. 5. JURISDICTIONAL WETLANDS WHICH MAY EXIST ON OR AROUND SURVEY SITE WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP No. 12061 CO076 E, DATED MAY 4, 1989. 7. UNLESS OTHERWISE INDICATED, FOUND SURVEY CONTROL DOES NOT CONTAIN ANY IDENTIFICATION. 8. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NGVD '29. 1 BENCHMARK=COAST & GEODETIC SURVEY STATION "F 200 1960", HAVING A PUBLISHED ELEVATION OF 19.72 FEET NGVD '29. THIS WAS VERIFIED WITH COAST & GEODETIC SURVEY STATION "J 227 1965, HAVING A PUBLISHED ELEVATION OF 22.17 FT. NGVD'29. 9. THIS SURVEY WAS PERFORMED USING DUAL FREQUENCY REAL TIME KINEMATIC G.P.S. IN CONJUCTION WITH CONVENTIONAL SURVEY EQUIPMENT (TOTAL STATION & AUTOMATIC LEVEL). REDUNDANT MEASUREMENTS WERE TAKEN, AND THE DIFFERENCE BETWEEN THE 2 METHODS IN BOTH THE HORIZONTAL AND VERTICAL PLANES DID NOT EXCEED 0.1 FEET. 10 'REFERENCES TO RECORDED INSTRUMENTS ARE PUBLIC RECORDS I I Legend R = RADIUS GA = GUY ANCHOR CENTRAL ANGLE OHW = OVERHEAD WIRES L 11ARC LENGTH M) = MEASURED CHID = CHORD P) = PLAT C.B. = CHORD BEARING C = CALCULATED P.C. _'. POINT OF CURVATURE D) = DEED DESCRIPTION P.T. = !POINT OF TANGENCY NGVD '29=NATIONAL GEODETIC VERTICAL P.C.C.=POINT OF CONCENTRIC CURVATURE DATUM OF 1929 P.R.C.=POINT OF REVERSE CURVATURE 0 = EXISTING SPOT ELEVATION IR = IRON ROD P,O.C.= POINT OF COMMENCEMENT IR/C = IRON ROD WITH CAP P.O.B.= POINT OF BEGINNING IP = IRON PIPE 1SSET = SET 5/8" DIAMETER IRON ROD C.M.=CONCRETE MONUMENT & CAP STAMPED WBZ—LB 6840" RCP = REINFORCED CONCRETE PIPE R/W = RIGHT OF WAY P.B. = !,PLAT BOOK LABINS=LAND & BOUNDARY INFORMATION SYSTEM 1 D.B. = 1 DEED BOOK C,C.R.=CERTIFIED CORNER RECORD Fyq�� IRCHCN=INDIAN RIVER COUNTY HORIZONTAL CONTROL NETWORK S.L.C.P.R.=ST. LUCIE COUNTY PUBLIC RECORDS LOCatIOt1 Sketch (NOT TO SCALE) ' 9�F Description of Survey Site PARCEL 1 (AS PROVIDED BY CLIENT) INV.=17,79 All of blocks one and two and YUCCA Court of Sebastian Gardens Subdivision BAN. CULVERT as recorded in Plat Book 5, Page 58, Public Records of Indian River County % Florida, lying South of the right of way line of Main Street 80 feet wide right of way as it now exists. INV.=18.61 I I s� TOGETHER WITH 288.71'(P.B. 14/56) 9 289.10' PARCWPP EL �z (PER OFFICIAL RECORDS BOOK 1786, PAGE 1715) IND.4'x4 C.M. FIBE �ti4 REED-3916' ®WM MARKER ` �y Commencing at the Northeast Corner of the Northeast one —quarter of the TEL `x Southeast one -quarter of Section 1, Township 31 South, Range , 38 East, O .s O run North 89°51'33 West along the South line of the abandoned Sebastian �- �• �°'`' Gardens" Subdivision, as recorded in Plot Book 5, Page 58, Public Records of Indian River County, Florida, abandoned per ordinance 0-85-13, a distance ' of 100.00 feet to the West line of a 100 feet wide parcel for public road REED-3916" �s w right—of-way and utility purposes (Official Record book 754, Page 161 1 , ATR/W FC, Indian River County, Florida) and the Point of Beginning. 41 o Z v m FND.4'x4C:M.-REED 3916" I �,\ t From said Point of Beginning run South 00°08'22" West along said West O N O Q° Q 2 Z 3 E I NOTE. THIS MONUMENT MOST CLOSELY FITS °} Noo 0o'15"w ~ DEED CALLS FROM 1/4 COR PIPE dine a distance of 664.43 feet to the South line at the certain parcel described SEE DETAIL OF OUT —PARCEL 100.00' in Official' Record Book 643, Page 1083, Indian River County, Florida; Thence 143:82' 00Noo'06.39"E 100.00' run due wVest a distance of 488.92 feet to the East line of Sebastian (� Z I °I SERA TIA GARDENS �� Highlands Subdivision as recorded in Plat Book 5, Page 14, Public Records I S N G RDE S S/D of Indian River Count Florida; Thence run North 00°10'01" East along o I� I O1I R=650.00' Y 9 I� 0 ,, v ,�°' II� D PLAT BOOK 5, PG. 58 " .� said East,, line a distance of 263,16 feet to the South line of that certain Co V1 _- © m a=19'33 06 ABANDONED PER ORDINANCE No. 0-85-13 L=221.8t' ,,,row parcel described in Deed Book 5, Page 454, Public Records of Indian River o I �, �, _ CATCH BASIN Count Florida; Thence run due East alongsaid South line a distance of 00 IN I m C B=S540.73''50'14"W $ G"�'E'°s1WV 104.01 feet to East line of said parcel described in Deed Book 5, Page 454; Noo 0015 w w w �I q ®r Thence run North 00° 10'00" East along said East line a distance of 100.00 j� m 143:82' ? - N feet to the North line of said parcel, thence run due West along said Cn 00 �d I North line, „a distance of 95.93 feet to ��the East right—of—way line of °o ( GRATE 9.24 9\ Bob Circle of said Sebastian Highlands Subdivision; Thence run North '' °' II o "�.=17.59 �, 00'10'01" East a distance of 302.44 feet aforementioned South line of , ! abandoned "Sebastian Gardens" Subdivision; Thence run South 89°51'33" n "4' : /'{ I.1 r r� �. ! �`1 .t - I' FND. 1/2�IR/c 1�' � a Z z �. I z f�._, Ear~ =` 1 o z � ( ,� , , , CEL I CARTER q East along said South line a distance of 480.52 feet to the Point of Beginning. O O a O I IM ( I P. AT R/W C.C. N� � R=125.00' �, O I \ I o o:;j L=18.06' III O.R.B. 1786/1715 �,x \ E o BOUNDARY GAP BETWEEN O.R.B. 643/108 ,I S I �, o N08.37'o5"E & BLOCK 14, SEBASTIAN HIGHLANDS z �U) 4 146.78' c^>II VACANT, j WOODED o VACANT, WODDEID �A o Z R/W LINE OF MAIN STREET ` \ " P (� " AS FOUND MONUMENTED m \ CO I N Z Ln o vl 1 LO Z ( l 00 - \ C� FND.3/41P O II O a 7 LANDS DESC. IN O.R.B. 643 PG. 1083OD 00 j w `4 4 R=1960.00' '� \ Site Benchmark Go ( Ln + „ l TOP OF 5 8 IRON ROD p I N I o=5'S9 52 -, SET AS TRAVERSE POINT O W o Cn I L=205.1 7' �- 1 EL.=21.53 FT.NGVD'29 w CO I rn �I o v _ I CHD=205.08' fi �rn� \,•° q III °� °' �I ; C.B.=S6T36'43"W Note: o o tiQ I o R/W curve data and information shown r, �s w ol) NOTE: e"Ri Right of Way Acquisition Ma f C)2��? ��'W Cn USING FOUND CONTROL. per Y p q g Or ,a ( y �,i Mai an !Street Rli eagnment , P.B. 13, Pg. 39. C.,•I O (8 1 41 I FND.1/2'IR/C -- 90.08'22" I R=2040.00� � I v ' ATAR/W P.R.C. IRTER o ' P.O.B. 0 R B. 1786/1715) �, ( ( I ( PARCEL 2 I=2' 1 Q 42 O.R.B. 1786/1715 L=77.55 m^ �1 soo•ta'o7"w i5s.00' _ Il CHD=77.55, � Of y FND.3/41P t— 4 + �. �w '�%NwPP �`4 (.� C.B.=N68°11'54"E s 662.74+ (C) 664.43'(O.R.B. 1786/1715)) !° FND 4"x4" CM x +` SET z N00°04 39'E I + q RfED-3916" �q4+ WPP 1R c 1260.95' t a x , A / I Site Benchmark q N 0 ;1Y1 NOT INCLUDED �p TOP OF CONC. MON. oo NOT INCLUDED o cn S W A L E S W A L E �' EL.=20.89 FT.NGVD'29 oIQ I O.R.B. 754, PG. 1611 1 0 NV.=19.14 LOr, o f t o I'' o I �RA D, P.B, PG.158)1 / T R A C T F 00.1 I o ^- - OHW _ — TEL �___ _ OHW _ v PP OHW __ _ HK o — �P _ OHW — __`_ _�_ OHW __ DIRT c1 - I I CPP WPP M� r+ WPP WPP +� WPP CPP WPP ' �y DRIV£ r -WPP O I O I I P.O.B. I P.O.C. 4> O.R.B. 543/1083 I 1 453.50' (O.R.B. 643/1083) FND.3/4"IP-N.E. COR. OHW �b %A\ OF S. E. 1/4 SECTION 1, WPP 31 19 9 2.2 6' ( I I TWP. S., RGE. SOO*04,=39"W _ _ 208.75 (D.B. 5/454) (O.R.B_ 643/1083}_ _ _ _ _ _4.52 CHAINS = 298.32' _ - - 36 E. P Ii} N00'04'39"E 671.45' S00°04'39"W 736.65'— cPP ASPHALT CATCH BASIN DRIVE GRATE=19.14 N 00' 0 4' 39 "E` S.INV.-17.39 EAST LINE OF S.E. 114 SECTION 1, TWP. 31 S., RGE. 38 E. 2663.71'(M) 2664.54'(P.B. 5, PG. 14) V10.4x41C.M. 1' P1 $y w.INv.=17s4 0.53'S.. 5.54'E. CATCH BASIN 'j OOPS 'e GRATE=19.21 1 5 1 I INV.=17.38 POST 9 -13 Rp OFFICE N GRAPHIC SCALEh 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. I I SURVEYORS SIGNATURE & SEAssociates, DATE REVISION i NOTE THIS SURVEY l$ CERTIFIED AS TC THE DATE OF THE FIELD �' a m B ■ z e n tz ■■ ' n {SURVEY, NOT THE SIGNATURE DATE. Professional Surveyors & y pp 3 CERTIFICATE OF AUTHORIZATION (LB) No. 6840`-"—-- 684 Old Dixie Highway_..__ _._ �__..._ _ ________. _ __ _-__.___. Vero each, FI '32962 _.__ ._ _ I OF INDIAN RIVER COUNTY, 'FLORIDA UNLESS OTHERWISE NOTED. Detail Of Out -Parcel ' w/v WILUAM B. ZENTZ, PLS DATE Fhone� 772 56%-7552 - _____w�. I REGISTERED LAND SURVEYOR No. 5276 I I ----- — - {I -- - •---- - 1 SCALE 1 =30 STATE OF FLORIDA Fax : (772) 567-1751 I A.0.0 Best Housing, LLC Map Of Survey J a L Q O O I fn (n a N c6 s Z O W � � w ZONO(~j ~0� �WWo��m3ow ' W o Q a � U m p w 4~a,ZCKOc aD ~3 zol:Lo,wp�w��g owxx�wwwZ3�� wo==wwa�c�w�a Q ry w Q M JOSEPH W. SCHULKE FL REG. NO. 47C48 Ai' .E p B. BITOG. NO. 5738 ❑" P. STOOCA!'C F} G. N0. 57F05 th 1 7 2� SHEET 1 PROJECT NO. 04-124