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Southern Service Area - 12" Water Main Extension - May 199413 0 2000 4000 8000 SCALE IN FEET r00�'.; t,It CITY OF VOLUSIA COUNTY, FLORIDA SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION . . . .......... 4 RTL[ Ousiot h �' '�"- AlLAN11C TU RO i'1•• i� _ [NGRAf► RD > > <•-.ate t-_�•,.. ��_..'•� w- > i> 1 >> RIVE 7�Y•F O 'IZ J F- d EC GR .n GJ 0 s = a gO J`•aaWc �- Yp Y in W AO/ W C,W-z f- J ; <COUNT YDR Q 4 J �. SCAQOLwAY "i �►. o > r ♦ y1 t Y = oR AN DU••E 4J . yr • v N1t DR r u w o rlAtY oi •'� , �� , �t0►r JRTI[ � RPEE (dY OR c, ~ Owl TREE 0 y � �• ./- O T' 1 • `W s , I v1R►TES ^ A yi T DR R f •• �, I•� ��]]•--� � r_...� i > ,••> M1Ll S I r w+OSTOwE COvE� CT SEA COvESAxO~ : ✓, \l/�J-�-� \ '•�� 1 ■n ti T< T > ^ GULL I NR Lr� AiA > > > > > > W W 3 [V 1°p AITTIC ►V ! W < < < 4 . M1 M1GAu . . Z •1 �' >r>.r. 1 C f Of s 7 N G ? 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HAMPTON ASSOCIATES ENGINEERS PORT ORANGE, FLORIDA SHEET , of 12 5/94 SCALE: 1" = 600' �y s m,� / N N N N m I it ♦' �m s I 1 4 O �• o, co T O Q 11 11103� ' F'd�mSS.�. iiiiiiiiii,tillillilliillillillig!17 A� ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STANDARDS, SPECIFICATIONS. REGULATIONS AND PERTINENT DOCUMENTS. 1) UTILITIES & STRUCTURES AS SHOWN ON PLANS HAVE BEEN LOCATED FROM AVAILABLE RECORDS, BUT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UTILITIES AND STRUCTURES TO BE ENCOUNTERED IN THE WORK AND TO AVOID CONFLICT WITH EXISTING FACILITIES. 2) THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER EXISTING FEATURES. 3) THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO AND REPLACEMENT OF EXISTING UTILITIES. REPLACEMENT SHALL BE TO THE COMPLETE SATISFACTION OF THE ENGINEER. 5) THE CONTRACTOR SHALL PRESERVE FROM DAMAGE ALL PROPERTY ALONG THE LINE OF WORK, OR IN THE VICINITY THEREOF, OR IS IN ANY WAY AFFECTED BY THE WORK THE REMOVAL OF OR DESTRUCTION OF. WHICH IS NOT CALLED FOR BY THE PLANS. WHEREVER SUCH PROPERTY IS DAMAGED DUE TO CONSTRUCTION ACTIVITIES OF THE CONTRACTOR, IT SHALL BE IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER. LEGEND _ 200 PR. UNDERGROUND TELE, W/ SIZE J POWER POLE O E OVERHEAD ELECTRIC U E--- UNDERGROUND ELECTRIC TV UNDERGROUND TV 18"RCP — — -- STORM SEWER W/SIZE 8( TYPE 8" W M WATER MAIN W/ VALVE _ (EXISTING) t — COVE O) _ INTRACoAsTAL - - - I Z _T T_ _ 1_ ` 1 I—' Q/VAR t r ► — — — — — _ \_ .NORTH 6) THE CONTRACTOR SHALL PROVIDE FORTY—EIGHT (48) HOURS NOTICE TO THE VARIOUS UTILITY OWNERS PRIOR TO CONSTRUCTION. 7) ALL UTILITY OUTAGES SHALL BE COORDINATED WITH AND APPROVED BY THE SUPERINTENDENT OF THE DEPARTMENT AFFECTED, PRIOR TO OUTAGE. 8) THE CONTRACTOR SHALL CONDUCT HIS WORK AS TO INSURE LEAST POSSIBLE OBSTRUCTION TO TRAFFIC AND INCONVENIENCE TO THE GENERAL PUBLIC AND THE RESIDENTS IN THE VICINITY OF THE WORK AND TO INSURE THE PROTECTION OF PERSONS AND PROPERTY. NO ROAD TO BE CLOSED TO THE PUBLIC EXCEPT WITH THE APPROVAL OF THE ENGINEER AND THE PROPER GOVERNMENTAL AUTHORITY. 9) THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION AND TO ASSURE ACCURATE HORIZONTAL AND VERTICAL CONTROLS DURING CONSTRUCTION. 10) THE CONTRACTOR SHALL DO ALL THAT IS POSSIBLE TO AVOID TREES, PARTICULARLY TREES 6" DIAMETER OR LARGER. NO TREE SHALL BE REMOVED UNLESS IN DIRECT CONFLICT WITH CONSTRUCTION AND DESIGNATED FOR REMOVAL BY THE ENGINEER. 11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EFFECTIVE DRAINAGE AND EROSION CONTROL DURING CONSTRUCTION AND RESTORATION. TEMPORARY PROVISIONS SHALL BE MADE TO INSURE THE PROPER FUNCTIONING OF ALL GUTTERS. SEWER INLETS AND DRAINAGE DITCHES. M c� I tl II II II II II 1ZI 0 1� 1 1_I 1� t t !I F E.C. R.R, 4 FM ------ ---- FORCE MAIN W/VALVE ` 4" R` X SPOT ELEVATIONS ■�■■�■�■� ( PROPOSED) WATER MAIN ►r VALVE FIRE HYDRANT BLOW - OFF VALVE UUT. S H. * B —_ -- FE C. RR-- �i 12) RIGHT—OF—WAY RESTORATION IS TO BE CONDUCTED CONCURRENTLY WITH 18) COMPACTION TEST TO BE TAKEN AT POINTS ONE (1) FOOT ABOVE PIPE AND CONSTRUCTION AS DIRECTED BY THE ENGINEERS. THE ENGINEER SHALL TWO (2) FOOT VERTICAL INTERVALS TO FINISH GRADE AND AT HORIZONTAL HAVE AUTHORITY TO SUSPEND CONSTRUCTION WORK WHEN RESTORATION IS SPACING OF THREE HUNDRED (300) FEET. NOT BEING ADEQUATELY PERFORMED. ALL DISTURBED AREAS ARE TO BE RESTORED TO PRIOR EXISTING OR BETTER CONDITION. 19) ADEQUATE EXCAVATION, SHEATING, SHORING AND BRACING SHALL BE PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS SET 13) THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY FORTH BY THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "U.S. HEALTH ADMINISTRATION. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' AND THE LATEST 'FLORIDA DEPARTMENT OF TRANSPORTATION 20). PROVISIONS FOR DEWATERING SHALL BE MADE TO KEEP GROUNDWATER ROAD DEPARTMENT STANDARDS." ELEVATION A MINIMUM OF 6" BELOW THE PIPE BEING INSTALLED. 14) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR'S 21) LENGTHS OF PIPE ARE APPROXIMATE ONLY AND EXACT LENGTH ARE TO BE EXPENSE TO PROVIDE THE CONSULTING ENGINEER WITH 'AS —BUILT' DETERMINED IN THE FIELD. DRAWINGS OF CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, FORC"AtNS AND RECLAIMED-WKf R 22) WATER/ PIPE TO BE N.S.F. APPROVED FOR POTABLE WATER USE. »A#45; VALVES AND SERVICE. 23) WATER/ LINE TO BE HYDROSTATICALLY TESTED, FLUSHED AND 15) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER APPLICATION OF BACTERIOLOGICALLY CLEARED IN ACCORDANCE WITH D.E.P. REQUIREMENT'S. THRUST RESTRAINT SYSTEM TO PREVENT MOVEMENT OF PIPE AND FITTINGS. 24) DOUBLE STRAP/CORPORATION STOP, POLYETHYLENE TUBING AND CURB STOP 16) NO FLANGED PIPE SHALL BE INSTALLED UNDERGROUND UNLESS REQUIRED FOR TESTING. SPECIFICALLY NOTED ON PLAN OR IN SPECIFICATIONS. NUMBER AND LOCATION/D.E.P. AND CITY REQUIREMENTS. 17) PIPE BEDDING SHALL BE CLASS I SOIL COMPACTED IN 6" LAYERS TO A 25) ALL DRIVEWAYS TO BE REPAIRED TO EXISTING OR BETTER CONDITION. HEIGHT OF 18" ABOVE PIPE, 12* LAYERS ARE ACCEPTABLE FROM 1 B* ASPHALT DRIVES TO BE SAW CUT AND REPAIRED. OVERLAY DRIVEWAY ABOVE PIPE TO FINISH GRADE, COMPACTED TO 98% OF MODIFIED PROCTOR FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE. CONCRETE DENSITY. (AASHTO—T-180) PIPE TO BE LAID OF FIRM FOUNDATION. DRIVE TO BE REPLACED FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE AND/OR NEAREST CONSTRUCION OR EXPANSION JOINT. QUE-MV L. HAMPTON ASSOCIATES, INC. crrY of CONSULTING INGINEERS EDGEWATER P.O. DRAWER 290247 PORT ORANGE. FLORIDA 32129-0247 904 781-8810 `10jjJSjA CQLJrj'1'Y REVISIONS DATE FLORIDA 04 SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION KEY MAP & NOTES INTRACOA THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE A REVIEW OF THE SITE TO DETERMINE EXISTING CONDITIONS AND ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA UNLESS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. UTILITY OWNERS: CITY OF EDGEWATER WATER DEPT. (904) 424 -2460 ENG. / PUBLIC WORKS (904) 424-2476 SOUTTiERN BELL 904 257-7935 C V I CABLEVISION 904 423-1 151 FLORIDA POWER & LIGHT 904 254-1541 S. FLA. NATURAL GAS (904) 428 -5721 VOLUSIA COUNTY 904` 257-6000 D.O.T. 904 943 - 5000 DESIGNED B.T.B DATE 5 94 DRAWN T.S. DATE CHECKED B .T. B . DATE APPROVED DATE SCALE AS SHOWN JOB NO. SHEET NO. 2 OF (2 _ m _ k .. .:, I �. • ..:.. � .,. _ is ., " r. 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',yw•w•+�Mti,YwMe•M. .a" , x < • • w....••.e•.•: _ . 4 . — mow,«-.......-«w---.r..:., - w-..a:�.A _ �...!` v : '~C • '. .._.. DO 5 9© i � t . , � �y a 3 co I _ T��L �r P AS PHALT TP AV CUTa TAW 6/PA . I R „ a .._ . � - .� � � . , -.. , . , . >< r... _ . ,.� �°'�� � T� d 11Y.9 +- 71� SETA IL S H n Noll NO I BY I REVISIONS SOUTHERN RESOURCE HRPPING CORP. HOLLY HILL, FLORIOR MAIN. U� S. HWY. No. I - S. R. 5 17 S' t R/W _. . x : TAIL'THIS SIILLI 0 g ,: „ .,,. +•wrcrwr:..»' .ww. a'_ µ.+-.�»w.+.-+• ..+,.ti +w..._...w..:-"�--:,_.., ,w-.•�.—... .. SW _ s ,r NTIN L HAMPTON ASSOCIATES, INC. corisuLMc srrcuieeas DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 100 PR U b S. H W Ye No. . I — S. R. 5 175' + Ri W CITY OF EDGEWATER VOLUSIA COUNTY FLORIDA SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION PLAN STA. 0+00 TO STA. 30+0 0 DESIGNED B T B DATE DRAWN T S DATE 5 / 94 CHECKED 8 T 8 DATE APPROVED DATE SCALE SHEET NO. I" = 50 cos No. 1 3 OF 12 I I l" %- 1 V I l I J I I L J I V I V 7 1 Ll L L 1 V l i RELOCATING CABLES AS NECESSARY FOR SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL. FLORIDR MAYFL OWER MOVING E C� R VI 0 G A .: 77777 � g4 s t� . . .... ..... t : -Allikk ZM 3- a M yy s i 'S R _ 1_ .16 ?r� �' TE®° ®� GATE VALVE' «,g.., . ^BCee•' xW $ fix, LOW■ 0�E � PROP o I N - oar 2 —1 " 45' BEN '4 p b {C x 3: x IN5 I ALLA I IUIV Ur I tit FhUrUJtu VVA I Crt I j .1 � «� 3 S i - E.S. v QUENTIN L TON ASSOCIATES, INC. CONSULTIldG ENGIlJEM NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 C ITY OF EDGEWATE R VOLUSIA COUNTY FLORIDA SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION PLAN STA.62tOO TO STA, 94tOO DESIGNED 8,T B DATE DRAWN T S DATE 5 / 94 CHECKED B T B DATE APPROVED DATE SCALE SHEET NO. I is = 50' JOB N0. OF 12 SOUTHERN RESOURCE HRPPING CORP. HOLLY HILL, FLORIDR 3 S' gx u.i .. ssr xv ' .__ _—.. t ,< t � n i its u5s J f.� r o ; �- >r LINES MAY CONFLICT WITH PROPOSED UTILITY INSTALLATIONS. THE CONTRACTOR IS RESPONSIBLE FOR k U. S. H WY, N o. I - S. R. 5 �a � x ;x is , , .. .".ta_ ,... ..... max, � Y - «..�.: :; ,.. ., .<,-...... ,• a ,<:, " ...s .., iY a t a �t 3' I x-. n; � t x <: __— PAA'gym ,_ is t- ° : , x:' , ., x x • ..: � < -�, ..,. , , , . ' <, .. ...., < , :::. .. <':� , ...,..x . .. _.:,. .r: F.J. ...:.. _� il T � G s " ml Q UENTIN L TON ASSOCIATES, INC. coasuUmc srrcurssxs U.S. HWY. No. I - S. R. 5 DESIGNED B T B DATE CITY OF DRAWN T s DATE 5/ 9 4 SOUTHERN SERVICE AREA PLAN E D G E WA T E R CHECKED � T 6 DATE 12 INCH WATER MAIN EXTENSION STA.34t00 To STA. 125t00 APPROVED DATE SCALE I" = 5 0' JOB N 0. SHEET NO. C01 NO j BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-8810 SOUTHERN RESOURCE MAPPING CORP. HOLLY HILL, FLORIOR VOLUSIA COUNTY FLORIDA OF 12 1 U S. HWY. N o. I - S. R. 5 160'+- Ri w , « " 1 , " , , n , a a k ^ ; A " DESIGNED ere DATE SCALE SHEET N0. QUENTIN L. TON ASSOCIATES, INC. CITY of DRAWN TS one 5 / 914 i" , s o' CONSULTING IIdGINEIIiS E D G E WAT E R SOUTHERN SERVICE AREA PLAN CHECKED g T e one APPROVED DATE JOB N0. 7 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 781-6810 V0 LU S IA COUNTY FLORIDA 12 INCH WATER MAIN EXTENSION STA. 125t00 TO STA. 157t50 OF 12 SOUTHERN RESOURCE HRPPING CORP. HOLLY HILL, FLORIDA qqc I - - - , . I I I - " �.-' 1 11 1 1 ". I I . !11I I&W,.r.=.s-7j ru v%*or w'w..s•f•Fm I ' INC.ITY OF DESIGNED e T e DATE SCALE SHEET N0. QUENTIN L.TON ASSOCIATES,11�CDRAWN rs DATE s �94 SOUTHERN SERVICE AREA PLAN I"-50' CONSULTING ENGINEERS E D G E WAT E R CHECKED e T a DATE 12 INCH WATER MAIN EXTENSION STA. I571-50 TO STA. 185t00 APPROVED DATE JOB N0. 8 NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 V 0 L U S I A COUNTY F L 0 R I D A OF12 SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL, FLORIOR R W ____- EDGE OF BASE LINE PAV'T. 1 22- ��� EXIST PAVT. 21 20- EXISTpGRADE.,,� 19- ti �� w• � i 18-� g m I ` r O 17 a w "nn 0 16 "0 15- CROSS SECTION STA. 0+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE�EDGE OF LINE PAVT. I 22 EXIST PAVT. 21 EXIST GRADE. gyp• 0 0K 20- 18-- � Ia N �� 0 16- 0 o 15- CROSS SECTION STA. 5+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W EDGE OF BASE _ LINE I EXIST GRADE. 0 22- 21- ��• �O �� EXIST PAVT. 20-, a M i19- a 18-. 0 Q 0 17-- 16 - PROP 12" wM 15- I CROSS SECTION STA. 10+ 00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. R W BASE EDGE OF LINE PAV'T. �i . U I w W EXIST GRADE. 22�" . . 21 4 � rl 19 - 18-• a � _ a N co �• 0 0 16- 15- PROP 12" WM CROSS SECTION STA. 15+00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. Z .EXIST PAVT. _z R W BASE VDGE OF R W I BASE VpAV`T. DGE OF LINE AV'T. LINE �i i =. EXIST PAVT. o EXIST GRADE. _ _ � wry• _ 2Z • F' O EXIST PAVT. 22 �h tiry ti� 21- L I moo• — 21 , w 20 o EXIST GRADE. o, 20 = ca 19- �°` � I 19 0 '�� c4v� o 18- v� .. 18-. 0 _ .. 0 17 a i 17 PROP 12" I 16 - �H g"' 16 - WM 15- 0 0 11 15- PROP 12" CROSS SECTION WM CROSS 'SECTION STA. 35+00 SCALE: 1"=20' HORIZ. STA. 19+00 1"=4' VERT. SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF R W BASE EDGE OF LINE PAV'T. LINE PAV'T. F- I _ W EXIST GRADE. I 22-- 22 ��, EXIST PAVT. 21 - p$� EXIST PAVT. 21 _ �L h �' c.� gyp• cyp• N 20- W o 20- EXIST GRADE. �i' to 19 h I 19- 1) 18-��' 18 -. o v� 17-• a i 17 0 o il LIC a �p 16- N o "' 16 PROP 12" 15- 0 0 15- wM Al PROP 12" CROSS SECTION WM STA. 40+00 CROSS SECTION SCALE: 1"=20' HORIZ. 1 "=4' VERT. STA. 21 +00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R R W BASE EDGE OF BASE I EDGE OF LINE PAVT. LINE PAV'T. I I 22- . - .. 22- p4�� EXIST PAVT. 21_ ` p. 21_ EXIST PAVT. EXIST GRADE. o �' 20_ o EXIST GRADE, ^/ � (0. - 20- 19- �' ,� ( 19- I 18-. 18- 17—''(0 I 17 �o 16- a �' a 16- F- 15 - N0 _ �0 15- 0 0 PROP 12" PROP 12 wM ` CROSS SECTION CROSS SECTION STA. 45+00 SCALE: 1 "=20' HORIZ. STA. 24+00 1"=4' VERT. SCALE: 1 "= 20' HORIZ. 1 "=4' VERT. R W BASE VPAV'T. DGE OF LINE R W BASE----()ep DGE OF I LINE AV'T. 22-- 21- p�°' EXIST PAVT. 22-1- 21- 20- 19 - 18- 17- 16- 15- r CVICT f`AAnC aWa. a. 0 0 PROP 12" WM CROSS SECTION STA. 30+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. 20 6b EXIST PAVT. 19 ' LATERAL i DITCH 18 w FLOW LI o' EXIST GRADE. i �� MITERED 16- END SEC. 15-- 14 13- ow �w 12- 0 0 11 -PROP 12" wM _CROSS SECTION STA. 48+65 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE !PAV'T. 22--� . . 21 �I p`L�' EXIST PAVT. 20- w EXIST GRADE. 19 - � C .^ 18-• 17 16- d 0 15- o 0 0 PROP 12" wM % CROSS SECTION STA. 49+00 SCALE: 1 "= 20' HORIZ. 1 "=4' VERT. R W 22-- 21- 20- 66 BASE VPAV'T. DGE OF LINE M 19- EXIST GRADE. 18- 05 17 -' 16 - 15- c0 o� g0 . PROP 1=/' C'OSS SECTION STA. 65+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. /EXIST PAVT. i R BASE EDGE OF LINE PAV'T. �I U W o. I 16 --1 EXIST GRADE. g�O EXIST PAVT. 15 = 14 co N 12-- 11 00 10- g�0 v0 0 9- 8 - PROP 12" WM CROSS SECTION STA. 80+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. I R W BASE EDGE OF R BASE _ EDGE OF R W BASE EDGE OF i LINE PAV'T. LINE f PAVT. LINE J� PAV'T. Ud I J 22-- W 18`�� EXIST GRADE. �h�` EXIST PAVT. 16_ �� EXIST PAVT. 21-1uj EXIST GRADE. I p�D� EXIST PAVT. 17 40 15 - 20- �. -� — 16 - 14 ` _ _ LATERAL - I 19 � � I 15 aw � i DITCH 13 z • EXIST GRADE. I � FLOW LINE oo to 12 �, �, 0 MITE R 17 ! = o i 13—, �0 �, i 11 W END s c. i 16- 12- 10- � N W � a 15- 00 11 9 - a io o�tl ►� OP 1 10 -PP P 12" 8 - 0 # Q c0 wM CROSS SECTION CROSS SECTION O STA. 52+ _STA. 70+00 _ PROP 12" SCALE: 1 "=20' HORIZ. SCALE: 1 "=20' HORIZ. WM 1"=4' VERT. 1"=4' VERT. CROSS SECTION R W BASE _, EDGE OF LINE PAV'T. UI I 22-- 21- O' I -EXIST GRADE. EXIST PAVT. 20-�`- a � 19- I 18-. iy- 17 - -co d� _ 16- 0 N� 15- PROP 1 " WM --- STA. 56+00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. R W BASE EDGE OF LINE PAV'T. 22- I 21 -i 20- EXIST GRADE. �g6EXIST PAVT. 19-� �� o 18-- 17-- I 16- a a ° 15 - a� �� 0 o g 04 00 PROP 12WM CROSS SECTION STA. 60+ 00 SCALE: 1"=20' HORIZ. 1 "= 4' VERT. R BASE --()EDGE OF LINE -_PAVT. �I U w . 0 • 1 18 - '.^ EXIST GRADE. �y' EXIST PAVT. 17— 16-1 15_ N i 14 a i13-- 0 �, J � 12- 0 11 - 10 -PROP 12� CROSS SECTION STA. 72+ 00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. R/ EDGE OF PAV'T. BASE I LINE I 18 ` EXIST GRADE. 17 CNN EXIST PAVT. 16-1 15- 14- 13 8Ig a i 12 H c° 11 0 10- 0 PROP 12" WM CROSS SECTION STA. 77+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. STA. 83+ 61 SCALE: 1"=20' HORIZ. 1 "= 4' VERT. R W BASE DGE OF LINE VPAVT. _I i ��6 ' EXIST PAVT. 15- O EXIST GRADE. ,� 14 _ ^V 13- N 12-- 11- W cr w=I i 10_�oo� _ 9- 0 0 00 8 PROP 12" wM CROSS SECTION STA. 85+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE LINE E GE OF (�'P A V' T. (EXIST GRADE. 16 EXIST PAVT. 15- 14- 13- 12 0 �w 0 Q 10- 0 9 PROP 12" W 8— M CROSS SECTION STA. 90+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. L. H, QUEMWA,MPTON ASSOCIATES INC. CITY OF CROSS SECTIONS DESIGNED 61B onrE SCALESHEET N0. ownwN TS �A� 5 94 AS SHOWN CONSULTING ENGINEERS EDGEWATER SOUTHERN SERVICE AREA STA. o+oo To STA. so+oo CHECKED aTB DATE 12 INCH WATER MAIN EXTENSION APPROVED on,E JOB N0. g No BY REVISIONS DATE-1P.O. owAwErt 290247 Pour owwcE, FLORIDA 32129-0247 904 781-8810 VOLUSIA COUNTY FLORIDA of 12 r R BASE EDGE OF LINE PAV'T. ~I 16 _ 0 EXIST GRADE. EXIST PAVT. 15- 14- co 13- = I 12-' a. 11 = a w 10 0 �-j 10- 0 0 0 9- PROP 12" wm 8- CROSS SECTION STA. 95+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R BASE EDGE OF LINE PAV'T. wi o� I/EXIST GRADE. 15- /EXIST PAVT. 14- c 13- NvI a LL. 11 - X 10- o 0� 0 Q 9- PROP 12" wm 8 - CROSS SECTION STA. 100+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE LINE EDGE OF PAV'T. i w 16-•� 15 EXIST GRADE. �-5`L EXIST PAVT. 14-1 2 `v 13- I 12-- " 11 -' 10- 9- PROP 12"///Of wm CROSS SECTION STA. 110+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAV'T. 16-~ Ui 15 '� EXIST PAVT. 14 - EXIST GRADE. O � 13' I 12-- 11 10- _ co 9- IL 8- PROP 1 ?% wm STA. 115+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R/W II BASE EDGE OF LINE PAV'T. UE 15- 0' 14- EXIST GRADE. , 12-- 10- to 9- 8- PROP 1 ?% STA. 125+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. ,�z EXIST PAVT. R W BASE DGE OF LINE AV'T. vp 16 .0 .. 15- W i 14_ of ° EXIST PAVT. — 13 - EXIST GRADE. ti '• -- _ 12 � 11 � I 10- 9- 8— PROP 1 Z/ wm CROSS SECTION STA. 130+00 SCALE: 1 "= 20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAV'T. I EXIST PAVT. 14 1� EXIST GRADE. �/ I 12 " 11 -' c� I 9- to to - CROSSS SECTION PROP 19TA. 140.+- 00 wm SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAVT. UI 16-- w 15- 6- 14- „�'S EXIST GRADE. � EXIST PAVT. 13 C5 12-- 11 -� I 10- a. _ 0 _ 9 NO 8- PROP 12"/ wm CROSS SECTION STA. 145+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAV'T. l 16-- 1 5- o I 14- „� EXIST GRADE. 5� /EXIST PAVT. `�- 12-- c 10- _ a 9 = 0w M 8- 0 PROP 12"/ wm CROSS SECTION STA. 160+00 SCALE: 1"=20' HORIZ. 1"=4' VERT. R W BASE1----TEDGE OF LINE PAV'T. 16-- W 15- I I 14- 13- �y EXIST GRADE. �� EXIST PAVT. 12— 11-' I �c; 10- 9- 8- PROP 12"//" wm CROSS SECTION STA. 165+00 SCALE: 1"=20' HORIZ. 1"=4' VERT. R1w BASE EDGE OF LINE PAV'T. 16 15- I 14- E � EXIST PAVT. 13 _ �}, EXIST GRADE. ro 0 I 10- 9- ow co 8_ 0� PROP 12"//* wm CROSS SECTION STA. 175+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R 1W BASE EDGE OF LINE PAVT. I 16- 15- E I 14- /EXIST GRADE. °� EXIST PAVT. 13 - N- 12- v 10- loxa a 9- S 0 0$ 8- PROP 12"//-^ wm CROSS SECTION STA. 176+00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. R EDGE OF R W BASE EDGE OF R W EDGE OF R W BASE EDGE OF R W BASE EDGE OF R W BASE BASE BASE EDGE OF LINE PAV'T. LINE PAV'T. LINE PAV'T. LINE PAVT. LINE PAVT. LINE PAVT. ` EXIST GRADE. I I I _ 16 16-. 16- 16 WI 16 16_ 15- ��° EXIST PAVT. 15- 15_ 15- I 15- wi I 15 *)N — I `L EXIST PAVT. I _ _ 6 w w14-14- I '��' — 14- N°� EXIST PAVT. 14 1°� EXIST PAVT. 14 ,� '5 EXIST PAVT. I • -- �' o� ,�'� — h EXIST GRADE. 'S r �o 14 EXIST PAVT. 13 _ ��, _ EXIST GRADE. ^ , ,��, 13 - ��,• ,�`� -� - 13 - `L' EXIST GRADE. ,��y f �� 1 - EXIST GRADE.--- 13 N 13 �, i ^N 3 O LL- w 1 2-. 1 2 .� ,`� M 12- _ �-�� 12-'WE 40 12-. 12- 00 J LATERAL - .� . c v - `v o DITCH 11 EXIST GRAPE. _ - o 11 • 0 I 11 - . ,,11 11 , I o I 11 I 0 I �% I - o - ti _ 10- 10- �� l0- 10 0� co 10 -�,� \, 10 = N� 9- M 9 0 a 9 _ a PROP 12"/ � 9 _ - _ 8_ wm 8- MITERED , 8 8 8 o� 8 Nw g� lo END SEC. N 0 HO CROSS SECTION 7— 0 0 STA. 103+ 00 6 - PROP 12"� • " PROP 12% � " PROP 12"// SCALE. 1 =20 HORIZ. wm PROP 12 � wm "=4' VERT. � CROSS SECTION �,,, PROP, CROSS SECTION CROSS SECTION ,�,, STA. 150+00 CROSS SECTION CROSS SECTION STA. 135+00 SCALE: 1=20' HORIZ. STA. 169+50 STA. 180+00 SCALE: 1 "=20' HORIZ. 1 =4' VERT. „ SCALE: 1 "=20' HORIZ. STA. 119 + 7 5 1 "=4' V1ERT. SCALE: 1 "_-44 ' VEERTRT.. 1 "=4' VERT. SCALE: 1"=20' HORIZ. R W 1"=4' VERT. R W R W R W BASE vp DGE OF R W BASE EDGE OF R W BASE BASE EDGE OF BASE EDGE OF BASE EDGE OF I PAVT. LINE PAVT. LINE AV'T. LINE PAVT. LINE PAVT. LINE LINE EDGE OF AV'T. l I - U _ � EXIST GRADE. 16 16. 16 I _ • • 16 - �I 16-tii 16 _ 15- 15- E _ o. - 15- EXIST GRADE. �, 15 0. 1 U I 15 '� EXIST PAVT. 15 I I ^ �!L EXIST PAVT. _ w _ �� EXIST PAVT. ry 1 4- ^� EXIST GRADE. 5 EXIST PAVT. 1 4 =I ti� EXIST PAVT. 14 4 _ °` �,.^� --- — 1 4 - 0- EXIST GRADE. N 1�' — 1 4 ,�/ 0 �r _ 0 /� — g° EXIST PAVT. D� .'S' 13- 0) 13 - `v �y ►.`1' - — 1 3 EXIST GRADE. O r 13- 13 O EXIST GRADE.13— �0'' - 12 % 12 12 rn CV1 2 12 , 1213— - w _ ''�, LATERAL _ 11 af a 11 11 DITCH rn 11 a�o� I 11 11 i \� ITERED I _ = I �; 10- ►� 10- y O 10- A W l 0_ l 0_ 10 END SEC 00 = 2 9- 9- 9- 9�� 8- 8- M 8- 8_ " -8- ON 8- PROP 12 / PROP 12"11"oe WM wm PROP 12"%� CROSS SECTION CROSS SECTION z"/' CROSS SECTION CROSS SECTION wm STA. 185+00 PRO108+ 00 STA. P 1 „ GROSS SECTION PROP 1 " STA. 138+11 STA. 155+00 CROSS SECTION SCALE: 1 w=20' HORIZ. SCALE: 1 =20' HORIZ. „=20' HORIZ. STA. ,171,+00 1 =4 VERT. 1" =4 VERT. STA. 120+00 SCALE: 1"=20' HORIZ. SCALE: 1 1"=4' VERT. 1 =4 VERT. SCALE: 1 =20 HORIZ. SCALE: 1 "=20' HORIZ. 1 "=4' VERT. 1 "=4' VERT. DESIGNED BTB DATE SCALESHEET NO. QUENTIN L. TON ASSOCIATES, INC. CITY OF CROSS SECTIONS DRAWN TS DATE 5/94 AS SHOWN CONSULTING ENGINEERS SOUTHERN SERVICE AREA STA. 95+00 TO STA. 185+00 CHECKED BTB DATE 10 EDGEWATER 12 INCH WATER MAIN EXTENSION APPROVED DATE JOB N0. NO BY REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 VOLUSIA► COUNTY FLORMA OF 12 R.O.W. LINE 160' R.O.W. LANE 25 ---- 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 OVERHEAD POWER T GROUND , 010 SWALE PR U106 PR TELE TELE PROP. 12" /*' WATER MAIN 105r±ASPHALT PAVEMENT DOT BASE LINE 25 EXIST GROUND 27 BLOW -OFF 24 ALE VALVE ASS'Y 23 SEE DETAI 22 SHT.# 12 � 21 20 18" RCP 18" RCP 36" MIN 19 SET TOP OF CASING 18 AT EL 15.0 OR FIBER BELOW---� 36" MIN. 36" MTrFj.LE 17 16 15 14 13 12 BORE & JACK 140 LF 26" STEEL CASING 11 0.312 WALL - W 170 LF 12 DIP CARRIER PIPE RESTRAINED JOINT 10 SECTION "A —A" JACK & BORE DETAIL DOT STA 618+80f ® OMINI DR LOOKING SOUTH SCALE: 1 "= 20' HORIZ. 1 "= 4' VERT. R.Q.W. LINE 160' R.O.W. LINE - - 9 8' 96' ASPHALT PAVEMENT OVERHEAD 2" BLOW -OFF POWER DOT BASE VALVf ASS'Y 15 - - — LINE 15 EXIST GROUND SWALE EXIST GROUND 14 13 -13 12 11 36" MIN. 11 10 SET TOP OF CASING FIBER 12" TEE W/ BRANCH 10 9 AT EL 7.0 OR TELE TURNED DOWN -PLUG TO BELOW- 9 36" MIN. \ NORTH & 2" BLOW -OFF 8 \ VALVE ASS'Y TO SOUTH 8 7 7 6 - 90' BEND 6 5 PROP. 12" 0" —TURNED UP 5 WATER MAIN 4 4 3 BORE & JACK 120 LF 26 STEEL CASING 3 2 ---- 0.312 WALL - W 140 LF 12 DIP CARRIER PIPE RESTRAINED JOINT 2 0 c SECTION "B—B" JACK & BORE DETAIL DOT STA 538+ 15f CAD JONES FISH CAMP ROAD (EAST) CLINTON CEMETARY ROAD (WEST) LOOKING SOUTH SCALE: 1 "= 20' HORIZ. 1 "= 4' VERT. R.O.W. LINE 160, R.o.w. LINE _ _- _-- -- 9 8' 40' PAV'T ME IAN 28' PAV'T OVERHEAD POWER DOT BASE 15 LINE 15 SWALE EXIST G OUND 14 E T GROUN I 14 13 13 ------ 2" BLOW -OFF 12 VALVE ASS'Y 12 11 SET TOP OF CASING 36" MIN. 11 10 AT EL 8.0 OR BELOW 12 TEE W/ BRANCH 10 9 36" MIN. TURNED DOWN -PLUG TO 9 200 PR SOUTH & 2" BLOW -OFF 8 TELE VALVE ASS'Y TO NORTH 8 7 IT 90' BEND 7 6 PROP. 12" TURNED UP 6 WATER MAIN 5 5 - - 4 BORE & JACK 120 LF 26" STEEL CASING 4 3 0.312 WALL - W 140 LF 12 DIP CARRIER PIPE RESTRAINED JOINT 3 2 2 1 SECTION "C— C" 1 o _ o JACK & BORE DETAIL DOT STA 474+75f ® ARIEL RD. ` SCALE: 1 "= 20' HORIZ. r 1 "= 4' VERT. Q DENTIN L. HAMPTON ASSOCIATES, INC. CITY OF CONSULTING ENGIraW EDGEWATER P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-8810 VOLUSIA COUNTY NO BY REVISIONS DATE FLORIDA 6,-4„ F 00 3' —u v 1 5 5'- 7" U.S. FOUNDRY THD 48"x72" DBL. DOOR PLAN VIEW co #6 0 6" C. C. E. W. N W/' ADD'L REINF. AT OPENING 4000 PSI CONC. 00i I' OPENING FLANGE EXTENSION (PIPE HANGER) . W/ ALL -THREAD RESTRAINT 4 PLACES (7i 8 " D I A .) 8 FUTURE TYP. BOTH VALVES. RESTRAIN TO CONC. " SPOOL PI ECE�7 L`METER VAULT W/ NUTS AND WASHERS. I - FLOW Q '�-- - CONS,------ _ 00 SUPPORT LINK -SEAL TYPE CLOSURE -- #5 O 12" C. C.E.W. RESTRAINT COUPLING SEcnON MEW ��- 0� r �> CONCRETE VAULT DETAIL 106 �75 8 FLOW METER AT STA. U" �= SCALE: 3/8" = 1'-0" 64 METER TO BE INSTALLED AT LATER DATE. NOT PART OF THIS CONTRACT. TYPE S =IL ASPHALTIC CONCRETE TO MATCH EXISTING PAVEMENT. MINIMUM THICKNESS I'12" COMPACTED, or MATCH EXIST. WHICHEVER IS GREATER. DITCH WIDTH fW1•4' svRrACE REPLACEMENT SURFACE JOINT SURFACE —y REPLACEuENT OASE SCE L.CAIIUN ti CRITERIA W � , COIA VARIES N 12 _I I_ VARIES 12, MIN. REPLACEMENT OF FLEXIBLE PAVEMENT FOR PERMITTED PAVEMENT CUT DENSITY PROCEDURES: The backfill for the first and second stages shall be placed in 6" layers (compacted thickness) and shall be compacted to 100% of maximum density as determined by AASHTO T-99, Method C . Stage #1 The permittee shall provide adequate compacted fill beneath the haunches of the pipe, using mechanical tamps suitable for this purpose. This compaction applies to the material placed beneath the haunches of the pipe and above any bedding required. Stage #2 The permittee shall obtain a well -compacted bed and fill along the sides of the pipe and to a point indicating the top of sub -grade material. SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION FITTINGS 2- 12"x 8" M.J. REDUCERS 2- 8" M.J.TEES 2- 8" M.J. 900 BENDS 3- 8" GATE VALVES 1- 8" RESTRAINT COUPLING /�" - C.� jvt "w 0 TO Mt" 1 EXHIBIT E (CONT'D) _l 10 YIN MUNJLIINIC i 8 EXHIBIT E = "IN M'N General Notes: NCAREST JOINT IN PAVEMENT T 0T► FS MIN REPLACEMENT NEAR[yT JOINT IN PAVEMENT PAVEMENT Base and backfill materials shall be either of the same \� , type and composition as the EXIST1N : PAVEMENT �; -. SEE LOCA110N CRITERIA materials removed, or of equal or greater strucutral ade- quacy. Materials contaminated l with deleterious substances DIA. VARIES during excavation shall not 12 I VARIES 12 N1N be used. —M Rep] aced base material over REPLACEMENT OF CONCRETE PAVEMENT ditch shall be twice the FOR PERMITTED PAVEMENT CUT thickness of the original base. B t 1 h 11 b 1 d DENSITY PROCEDURES: Stage #2 ase ma era s a e p ace in two or three layers and The backfill for the first and each layer thoroughly rolled or tamped to the specified second stages shall be placed in 6" layers (compacted thickness) density. and shall be compacted to l0U% of Asphalt concrete pavement maximum density as determined by joints shall be mechanically AASHTO T-99. sawed. Surface treatment pavement Stage #1 joints shall be lapped and h 11 'd The permittee shall obtain a well - compacted bed and fill along the sides of the pipe and to a point indicating the bottom of replace- ment pavement. General dotes: feathered . The perms ttee s a prov e adequate compacted fill beneath 1. 3000 1 bs . / sq . i n . concrete, by Surface material will be the haunches of the pipe, using use of High Early Strength Cement, to be used for replacement, or consistent with the existing h mecanical tamps suitable for this other approved high strength, fast surface. purpose. This compaction applies set materials. to the material placed beneath the haunches of the pipe and above any 2. Concrete pavement joints shall LIMEROCK, SAND -CLAY, SHELL, ETC. bedding required. be mechanically sawed to conform BASES: with adjoining slabs. 6" Layers Compacted Thickness " T : 3. Backfill materials shall be Density Requirements: WAVING REPLACEMENT COSTS INCLUDE either of the same type and compo- RAISING ALL MANHOLE FRAMES AND sition as the materials removed, o 98% Under Roadway LIDS AND VALVE BOXES AND LIDS TO FINAL ELEVATION PRIOR To of equal or greater structural 95% Outside the Traveled Roadway, RESURFACING.. adequacy. Materials contaminated Such as Intersections, Cross- overs, Turnouts, etc. 95% Shoulder Pavement METHOD AASHTO T-180 D ETA I LS with deleterious substances during excavation shall not be used. DEPARTMENT OF TRANSPORTATION ( D.O.T. ) PAVEMENT REPAIR PROCEDURE FOR OPEN CUTS DESIGNED B T B DATE DRAWN T S DATE CHECKED B T 8 DATE APPROVED DATE SCALE AS SHOWN JOB NO. SHEET NO. II OF 12 SHRINK GROUT NOTE, BORING' L JACKING TO BE IN ACCORDANCE V/ FLA. D.O.T. SPECS. CONDUIT CROSSING R.R. OR ROADWAY DETAIL TYPICAL R.R. OR ROADWAY CROSSING NOTEI CONDUITS CROSSING R.R. OAR ROADWAY NOTES L M1NtKm COvETt FOR TOP OF CASING ON ALL CITY STREETS SHALL BE 3.0' I- CASING FOR F.E.C. CROSSINGS SHALL BE INSTALLED iN ACCORDANCE VITH FXX_ REQUIREMENTS. 3• FOR MINIMUM COVER ON ALL STATE AND COUNTY ROADS WITHIN THE CITY LIMITS PLEASE REFER TO THEIR RESPECTIVE AUTICRITiES. 4. THE INSIDE DIAMETER OF TFIE CASING PIPE SHALL BE A MINiNUH OF 4 FICHES GREATER THAN THE OUTSIDE DIAMETER OF T14E CARRIER PIPE SELL OR COUPLING ' 3. TvT3 OR MORE TIMBER OR METAL SKIDS SHALL BE SECURED TO THE CARRIER PiPE VITH STAINLESS STEEL BANDS, CLASS C-30 OR c-305 SKIDS SHALL BE Or 4'-0' LENGTH ADJACENT TO THE BELL ENTI AND AT THE MIDPOINT OF EACH LENGTH OF THE CARRIER PIPE FOR PIPE SUPPORT. 6. iN ADDITION TO THE SUPPORT ARRANGEMENT OF PRESSURE TREATED TIMBER OR METAL SKIDS. THE CONTRACTOR S►IALL PROVIDE 4-FOOT LONG SKIDS FOR EACH LENGTH DF CARRIER PIPE AT 111E SPRI►IG LINE AND ON SDP ADJACENT 10 THE BELL END OF THE PIPE TO PREVENT LATERAL OR VERTICAL DISPLACEMENT, 7. ROTATION OF CARRIER P1rr- INSIDE 111F. CASINO PiPE WILL NT1T BE PERMITTED. MECHANICAL SIR FLANGED JOIIJI PIPE SMALL BE USED TO HELP PREVENT SUCH ROTATION. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASilfri AND CARRIER PIPE INSTALLATION FOR APPROVAL PRIOR 10 FABRICATION OF P1PIwi, CASING, AND APPURTENANCES. CERTIFICATION OF CASING PiPE IS REQUIRED. 9. GROUTING OF SPACE BETWEEN CASING AND CARRIER PIPE REOUIRED UNLESS NEGATIVE FLOTAIDN EXISTS. I0. WELDING OF CASI►tG PIPE TO RE DONE BY CERTIFIED WELDER ALL ENDS OF CASING PIPE SHALL BE CHAMFERED PRIOR TO ANY WELDING. 11. SEAL END OF CASING PIPE WITH CONCRETE. i"MAX. MEGALUG RESTRAINED /GLAIIn FACII 010 OR r APPROVED EQUAL ek -- li EXISTING I IL OP. WAtER MAIN -1 - WATER MAIN MIN. SLEEVE DETAIL PIPE SPACER .. 1 1/ 4M f! 4 I NAX� M ALL - A • � (I ETIISTING WATER \E7 MAIN A1N WATER MAIN Ell 1/2" MAIL OR PIPE SPACER REO'D. COUPLING COUPLING DET Ai L ( ABOVE GROUND OR VAULT INSTALLATION ONLY ) FINISHED GRADE VARIES SOLID SLEEVE WITH PROP. R.C.P STORMVATER TRANSITION GASKET 12, 12. EXIST P.V.C. ( FULLTLENGTH ) < FULL LENGTH ) m V/ RESTRAINED JOINT f1 fl m = 450 D.1-P. BENDS (4 REO'Q) NOTES, - LOWERING OF EXISTING VATER MAIN L FORCE MAIN BY DEFLECTION METHOD ACCEPTABLjC IF EXIST. FIELD CONDITIONS PERMIT - LENGTH DF SECTION BASED ON MINIMUM LENGTH AS DETERMINED BY DIPRA RESTRAINED JOINT MANUAL. - ADDITIONAL RESTRAINT TO BE PROVIDED AS REQUIRED. STORM DRAINAGE PIPE CONFLICT DETAIL FILLER PASSES two SIR, x i t � >,ri• t„- 1/• ( b10 ROOT ,//-MAN « !OVAL I/R' 11 Soto NOT tits of (OUAL CASING BUTT JOINT WELD M.r.�. 0ETA14 11T'xl©'x4' THICK CONC. COLLAR - ADJUSTABLE CAST IRON VALVE BOX COVER AND LID EXTENSION STEM WITH 2' S0. VRENCH NUT AND UPPER GUIDE - REQUIRED FOR MORE THAN 4 FT. DEPTH PRESSURE HAIN D2 DIA. OF CASING i. PIPE SEE NOTE 3 SEE NCITE 6 FOR THESE SKIDS (DETAIL V-15) 2' OR 3' MIN. CLEARANCE - SEE NOTES STEEL CASING PIPE, VELDED BELL OF CARRIER PIPE ANSI STD. A-21.51 DIA. OF ANNULAR SPACE SHALL CARRIER PIPE REMAIN EMPTY, SEAL BOTH ENDS WITH 12' THICK CLASS 'C' SECURE TIHDER CONCRETE PLUGS OR METAL SKIDS 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING INSTALLATION TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION ' 2. SEAL BOTH ENDS OF CASING V/ 12' GROUT ( MINIMUM ) 3. ROTATION OF CARRIER PiPE INSIDE THE CASING VILL NOT BE PERMITTED CARRIER PIPE AND CASING PIPE SIZES (MiN.) CARRIER PIPE NOM. DIA. (DD 4 14 6 8 1 10 22 12 24 14 16 30 10 20 24 30 46 36 54 42 60 48 CASING PiPE NON. DIA. 02) 16 30 3 36 36 66 WALL THICKNESS -INCHES ,+ PER AUTHORITY HAVING JURISDICTION ■ WITHIN PORT ORANGE R/W USE CURRENT DOT STANDARDS v SET Tnrr M VALVE BOX TO F11jISII[D GRADE L FLUSH OF CONCRETE COLLAR, 'VATER' ON TOP 04 BAR ALL AROUND z= z t- T � 8' PVC W SLEEVE p 0 In �16'xl6'x6' (HIN.) (SATE VALVE (AWWA C-500) PRECAS2 DLULK OR RESILIENT WEDGE VALVE (AWWA C-509) OR APPROVED ALTERNATIVE NOTE, RnD ALL To TfE V►ILPL APPLICABLE, VALVE & VALVE BOX DETAIL �S CONDUIT CROSSING R.R. AND ROADWAY DETAIL VALVE Bnx S14APE RECLAIMED WATER - O POTABLE VATER - _ O Lf 11101MC-VAI[R- D■ R(CLAW411 VAUM' ON TEV cOrt r•s IS• to ■ •• T►.c. ..o ►10P BUTTERFLY VALVE DETAIL U.S.F. No. 655 RING & COVER U R EQUAL F. G. _ EXISTING -� PIPE OC K a' AIR RELEASE VALVE. LDOUBLE STRAP SADDLE WITH CORP STOP 81 I -o• 2 -o• I -o• GATE VALVE, HOLE AIR RELEASE VALVE PIT DETAIL FINISHED GRADE 36" OF COVER MIN. FOR ALL PIPE 6' HINIMUM STORM DRAINAGE PIPE D.I. PIPE TO BE DEFLECTED BACK TO 36' COVER AND JOINED TO P.V.C. VATER MAiN s (TYPICAL BOTH SIDES OF DRAIN) 4` STORM DRAINAGE PIPE CONFLICT DETAIL TiIRUST BLOCK FOR TEE TAPPING SLEEVE MECH. TYPE _ �TAPPI►Iri VAI-VE INSTALLED WITH VALVE BOX TAPPING VALVE r & SLEEVE DETAIL QUENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS REI/ISIONS GATE P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-6810 :.i 0 TYPICAL SECTIOPJ .� rl 45' BEND b SMALLER 90 BEND EDGE OF TRENCH (TYP. ALL DETAILS) CONCRETE THRUST BLOCK TYPICAL ALL DETAILS) VALVE '-' WOOD BLOCKING o (TYP. ALL DETAILS) t PLUG (TYP. ALL DETAILS) STUB OUT DETAIL - PLAN VIEW THRUST BLOCK DETAILS L - MINIMUM LENGTH TO 9E RESTRAINED ON EACH SIDE OF- FITTING FT,) NOM SIZE CLAY COHESIVE GRANULAR FIAT SANG SiLT. MUCK. PEAT SIZE ELE3C A`' (�% vAL�S TErs ELBOWS (deg.) _ VALwlrS Tm ELBOWS - VALWS TEES ELBOWS (de ) � VALVES Tas 11'/X ZZYT 451 90 � I I % 22'/i 45 90 � T 11 i/4� 22�'/ d5 ' 90 �S 11'/� 221/a 45 90 OrAD ms 2 1 2 3 1 5 4 2 3 1 4 7 6 2 3' 5 8+ 6r- 2. 4! 6 11 9 3 2 2 5 3 4' S 9 7 3 4 1 7 iO 8 3 5 8 13' �4 10 4 2 3 5' 8 Q 3 5 7 11 e� 3 5 8! 12 9 6+ 11: 17 * 13 6 3 4 6 t 9• 7 4 6 9 14 10 4 6 10 15 11 7-�1-3 21_ 15 _8 3 5 7 1 10 8 4 7 11 19 13 44 7 � 13 ! 20 ' 14 �-4-� 9 10 : 16 ' 26 18 10 4 6 9 ; • 13 11 5 10 15 22 15 5 9 115 , 25 18 B 11 20 32 . 22 12 4 8 11 15 13 6 11 17 261 _ 18 6 1 10 ' 171 291 21 7 114 24 39 27 VALUES FOR -L- ARE BASED ON PVC PIPE AT 150 PSi OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCWDED. WHEN GEPT14 OF SOIL COVER IS LESS THAN 2 FT., VALUES FOR 'L" MUST BE INCREASED BY 30: WHEN DEPTT; OF SOIL COVER IS LESS THAN 1/2 OF PIPE OUTSIDE DIAMETER, VALUES FOR "L• MUST BE INCREASED BY iOOX AMEN PIPE iS PARTIALLY OR FULLY EXPOSED. ALL JOINTS MUST BE RESTRAINED. FITTING RESTRAINT SCHEDULE NOTE: DUCI3LE IRON PIPE RESTRAINT JOINT FITTING SHALL BE RESTRAINED USING ■DIPRA THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE- GUIDELINES, FOR THE PIPE SIZE, LAYING CONDITION, DEPTH OF COVER, AND PRESSURE UTILIZED. POLYWRAP PIPE REQUIRES ADDITIONAL RESTRAINED JOINT'S IN ACCORDANCE WITH DIPRA TABLES. POTABLE VATER - CDt*cRETE VITH METAL LID RECLAIMED VATER - BROOKS 111100 ME TER BOX (PURPLE) (MAY BE PURCHASED FROM CITY) CAPPED DR "• "BASS GATE (E G.I.P. THREADED 'YPICAL) ST BLOCK FOR 9U' BEND NOTE, PROVIDE ATLEAST ONE RESTRAINED JOINT IMMEDIATELY UPSTREAM OF BLOW -OFF AS' PER LATEST DIPRA RESTRAINED JOINT CALCULATIONS. 2 '- BLOW OFF DETAIL THE CITY OF EDGEWATER VOLUSIA COUN1`Y, FLORIDA 2' POLYETHYLENE SERVICE LI1+E ( BLACK ) SERVICE SADDLE 2' CORPORATION STOP THRUST BLOCK NOTES, 1. THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. w►IERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. ON TEES AND BENDS. EXTEND THRUST BLOCKS RILL LENGTH OF FiTTING. 3. BACKFiLL SHALL CONSIST ENTIRELY OF CLEAtl SAND AND ROCK FRAGMENTS, ANY DUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL MATERW-. 4. ALL THRUST BLOCKS FOR PLUGS SHALL HAVE A RENT REINFORCING BAR CAST IN PLACE TO FACILITATE CONCRETE REMOVAL, 5. POLYETHYLENE ENCASEMENT REQUIRED FOR ALL FITTINGS AT THRUST BLOCKS. S. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER APPLICATION OF ANCHORAGE SYSTEM TO PREVENT MOVEMENT OF PIPE AND FIRINGS. 7. THRUST BLOCKING iS REQUIRED WHERE WATER MAINS APE TERMINATED AND AT ALL B£NOS. THRUST BLOCKS SIZES (MINIMUM) TRENCH PIPE 90' BEND 45' BEND t2 I/2'NN it 1/4-SCNS P1,UCS & TECS ANCHOR MAKI[R crcx:► KAAGO AA( tows rcl KARt■O ARf towAt rttr KAAN4 ^all tou.vc rccr KIIWG Y( tarRc rltr KAAM4 AAfA taws rcc► OUTSISC AI( towRL rt[r MIIrKH vl�r.r hrMIMM co�tA It 11 s- �_ ! 9 - _! S I L- L_ +L2_ L_ 1 3.L_ ?. is T , i- L _l�• _x 1 7 . �_71_ ON ALL LARGER DIAMETERS USE BOLTLESS RESTRAINED JOINTS OR MECALUGS &ALES Dr iN PAL R1T[Rwl IKfVAPf Awl rrM ►tf. SOIL KARpO VALUE WK►•t■r ►fl-"UWl■k ►WC AREA .tM-6/f STANDARD DOUBLE STRAP TAPPING SADDLE COMMERCIAL WATER SERVICE CONNECTION DETAIL QUIVALENTT IG FIT 0-F FL<4SEMEW P. C . 350 DUCTILE IRON ' PVC SEWER 'vC SEVE8 R rLEXTILE PLINC S T A f iL E S S C STEEL t VA►w S. B' FERNCa OR APPROVED E DUAL. !VI; METHOD DUCTILE IRON ALTERNATE TO CONCRETE SEVER ENCAscmulf DRAINAGE DR VATER DRAINAGE PIPE FULL CnNCRETE OR ENCASEMENT PiPE SAND CUSHION ' M N W A ■ WALL W a� THICKNESS C4- j SANITARY SEVER CROSSING TO BE 1/2 vvlr- PIPE D1A/t \Zv► DR 6 I N. z WHICHEVER .......... a D IS GREATER ------ IYP. COt+CRETE PAD SECTION 'A' -'A' 2 SUPPORTS PER LENGTH Of P1rE BEFORE POURING REMAINDER OF NOTE, ENCASEMENT. ALL CONCRETE SHALL BE 20'-0' FOR VATER CROSSING - 2.500 PST MINIMUM 28 DAYS I}'-5'-TDif�}iiAl(iaL�Q[]j$I STRENGTH ELEVATION VATER HAIN SHALL BE LOCATED ABOVE OR BELOV ENCASEMENT AS SHOWN ON PLANS OR DETERMINED IN THE rl[LA USE C►tCASEMENT VHIRE VERTICAL CLEARENCE BETWEEN VATER HAIN AND SEVER iS LESS TM/W IY INCHES. FOR ALT. DUCTILE iR(w PIPE NAY >IE USED 1N LiEU OF CONCRETE ENCASEMCMT AT VATER LINE CROSSI%. WIT14 A LE11(,7H OF PIPE CENTERED AT THE MINT OF CROSSIi ,. S0 AS TO LOCATE .JOINTS AT A MAXIMUM DISTANCE FROM THE VATER LI►Ej SEWER CONDUIT CpnsSING R/V LINE DOUBLE STRAP SADDLE 'FORD' STRAIGHT GALL / 4"1ER VALVE < BLACK ) 3/4' POLYETHYLENE TUBING 'FORD' ( F-1100) 3/4' CORPORATION STOP 3/4' VATER METER PLAN SINGLE SERVICE L PIT BY OTHERS VATER MAIN 'FORD' STRAIGHT SALL METER VALVE 'f ORD, ( F-1100 > O 1' CORPORATION STOP r COmmON SICE I' POLYETHYLENE TUBING O L01 L r: ( BLACK ) 1' x 3/4' 'U' BRANCH DOUBLE STRAP VALVE A,SEMBLY 3/4' WATER SADDLE METER L PIT PLAN - DOUBLE SERVICE BY OTHERS FIN, GRADE -TYP. VARIES 11 jf� 3/4' VATER 45. METER L PIT TYPICAL SECTION R/v LINE BT OTHER; WATER LATERAL SERVICE DETAILS HYDRANT ExTFNSi(hfS AS RE01ARED FUR ADDITIDrIAL DEPTH OF BURY 4 0' VARIES 1' TYPICAL BREAK AWAY TYPE HYDRANT WITH PUMPER NOZZLE FACING STREET I USE MUFLLER A-423 OR MEDALLION AVVA SIT). C502 OR APPROVED EOUAL. VORD 'VATER' D#J COVER _ AT FINIS►rED GRADE o O O p< m EDGE OF PAVEMENT 6' r� `. r r t Ir r I r r . r �n7 -1 ,�I1�11: lj ADJUSTABLE CAST `CONCRETE COLLAR CAST IN IRON VALVE BOX RED. 1N UNPAVED PLACE AND LID AREAS C[1f+CREIE MIN. 12' 6' PVC THICK T/TRUST BLOCK SLEEVE FOR TEE USE BRIDLE RODS VIS UEEN 6' GATE 10 PREVENT MOVEMENT f VALVE VHENEVER HYDRANT / BETWEEN 6'-0' OR LESS - TEE L CONC. MECHANICAL FROM VALVE AINI 6' PIPE MECHANICAL SNAPS TRENCH TO JOINT MECiIANIU►L JOINT PROVIDE FIRM Arm►IORING TEE SUPPORT NT ViTH/ f�� (CLOW F-127) WRAP JOI� VISOUEE►1 BEFORE ��� AND VALVE / POUR (TYP.) ` ��� NOTES, CAST iN 1. HYDRANTS SHALL BE OF THE PLACE CONCRETE Pt7UR AGAINST SELF -DRAINING TYPE. UNDISTURBED 2. ►iYDRANTS TO Of PAINTED TRENCH BANK TO CITY STANDARDS. FIRE HYDRANT ASSEMBLY DETAIL z 0o POLYETHYLE►jE TAPE 'CO►jTiNUOl1S' Z' 3' width / IDENTIFYING PRINTING z (CAUTION BURIED WATER LIrjE BELOV) n (CAUTION BURIED FORCEMAIN BELO`J) (CAUTION BURIED RECLAIMED VATER LINE BELOW) PIPE/ 'TERRA TAPE D' or SIMILAR SOUTHERN SERVICE AREA 12�� INCH WATER MAIN EXTENSION LOCATOR TAPE INSTALLATION STANDARD WATER DETAILS MAIN NOTES: 1. THE CITY'S PUBLIC UTILITIES DEPARTMENT (428-3245) SHALL BE NOTIFIED PRIOR TO BEGINNING ANY WATER SYSTEM CONSTRUCTION. 2. ALL UTILITY OUTAGES TO BE COORDINATED WITH AN APPROVED BY THE CITY PUBLIC UTILITIES DEPARTMENT PRIOR TO OUTAGES. 3 WHERE WATER, SEWER & STORM SEWER CROSS WiTH LESS THAN (18-) VERTICAL CLEARANCE THE SEWER WILL BE (201 FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASE PVC CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAiN A SEPARATION OF AT LEAST TEN 001 FEET SHOULD BE MAINTAINED WHEN PRACTICAL. 4. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PRESSURE TEST THE WATER SYSTEM AT 150 PSi STATIC PRESSURE FOR A PERIOD OF 2 HOURS. PER AWWA STANDARDS ALL PROPOSED WATER MAINS SHALL BE FLUSHED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WiTH THE LATEST AWWA STANDARDS AND THE PERMITTING AGENCY. TWO (2) SAMPLE POINTS AT SPECIFIED POINTS ON TWO (2) CONSECUTIVE DAYS ARE REQUIRED. ' 5. ADEQUATE EXCAVATION SHEETING AND BRACING SHALL BE PROVIDED AS REQUIRED BY "FLORIDA TRENCH SAFETY ACT% 6. DEWATERiNG SHALL BE PROVIDED TO KEEP GROUNDWATER ELEVATION A MINIMUM OF 6 INCHES BELOW WATER MAIN BEiNG LAID. 7. ALL WATER MAINS SHALL BE LAID ON A FIRM FOUNDATION WITH ALL UNSUITABLE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL. 8. TRENCHES SHALL BE 13ACKFILLED WITH MATERIAL ACCEPTABLE TO THE CITY WITH A MINIMUM COMPACTION OF 98 PERCENT (AASHTO.T1801. 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT TRENCH COMPACTION TESTS BE PROVIDED AT POINTS 1 FOOT ABOVE THE PIPE AND AT 2 FOOT VERTICAL INTERVALS TO FINISH GRADE, AT A MINIMUM SPACING OF EVERY 300 FEET. 10. METALLIZED PIPE LOCATION TAPE SHALL BE LOCATED 15 INCHES BELOW FINISHED GRADE OR AS SPECIFIED BY MANUFACTURER FOR ALL PVC LINES. BLUE MARKER TAPE SHALL BE USED ON ALL DUCTILE IRON PIPE LABELED 'WATER MAIN-. 11. ALL SiNGLE RESIDENTIAL WATER SERVICES SHALL BE 3/4- AND DOUBLE RESIDENTIAL SERVICES SHALL BE 1' POLYETHYLENE TUBING SHALL BE USED, POLY-BUTYLENE SHALL NOT BE ALLOWED. (BLACK IN }COLOR) 12. ALL WATER SERVICE ENDINGS SHALL BE MARKED WITH 2" X 4- LUMBER (PRESSURE TREATED) EXTENDING 4 FEET ABOVE GRADE, WITH WATER SERVICES SECURED 18- ABOVE THE GROUND. 13. WATER VALVES SHALL BE PLACED AT ALL STREET INTERSECTIONS AND AT MAXIMUM SPACINGS OF 1000 FEET. 14. APPROVED WATER VALVE TYPES ARE THE FOLLOWING: A. STANDARD GATE VALVES LESS THAN 12" DIAMETER (AWWA C-500) OR RESILIENT SEAT GATE VALVES (AWWA C-509). B. BUTTERFLY VALVES 12- OR GREATER (AWWA C-504). C. TAPPING VALVES WITH MECHANICAL TAPPING SLEEVE. 15. ALL WATER SERVICES SHALL BE ADJUSTED TO FINISH GRADE AND THE CAPS PAINTED BLUE TO MAKE THEM PLAINLY VISIBLE. 16. WATER VALVES SHALL BE COMPLETELY OPENED BY THE CONTRACTOR UPON FINAL ACCEPTANCE OF NEW WATER SYSTEMS IN THE PRESENCE OF UTILITY DEPARTMENT PERSONNEL. 17. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED TO MAKE THEM EASILY ACCESSIBLE TO FIRE PERSONNEL IN CASE OF A FIRE, THE MAIN VALVE SHOULD ALWAYS FACE THE STREET AND BE 16-18' ABOVE FINISHED GRADE. 18. ALL WATER MAINS SHALL BE NSF -APPROVED FOR POTABLE WATER USE, AND SHALL HAVE MiNIMUM COVER OF 36" INCHES. IN SPECIAL CASES WHERE IT IS IMPOSSIBLE OR INAPPROPRIATE TO PROVIDE ADEQUATE COVER, D.I.P. P. C. 350 OR ENCASEMENT MAY BE USED AS APPROVED BY 1 HE CITY. 19. WATER MAINS SHALL BE AWWA C-900 CL 150 OR D.I.P. CLASS P.C. 350 STANDARD CEMENT LINED UNLESS OTHERWISE APPROVED BY THE CITY. PIPE SIZES LESS THAN 4" SHALL BE PR160 PVC ASTM D 2241. 20. MEGALUGS, BOLTLESS RESTRAINED JOINTS, OR GRIPPER GASKETS MAY BE USED ON ALL RESTRAINED JOINT INSTALLATIONS. MINIMUM DEPTH OF BURY ON PIPES NOT MEETING REQUIRED COVER REQUIREMENTS SHALL FOLLOW THE MOST RECENT DIPRA THRUST RESTRAINT DESIGN GUIDELINES. 21. ALL WATER SERVICES SHALL BE MARKED WITH A "A' SAWCUT INTO THE CURB OR BY METAL TABS SET INTO THE PAVEMENT. 22. ALL WATER VALVES SHALL BE MARKED WITH AN "X' SAWCUT INTO THE CURB OR BY METAL TABS SET INTO THE PAVEMENTS. 23, ALL UNDERGROUND VALVES SHALL BE INSTALLED WITH AN ADJUSTABLE C.I. VALVE BOX TO GRADE WITH CONCRETE COLLAR IN UNPAVED AREAS AS PART OF THE VALVE BID ITEM COST. 24. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF WATER AND SEWER FACILITIES WITH ALL OTHER CONSTRUCTION AND SHALL BE RESPONSIBLE FOR LOCATION OF AND PROTECTION OF EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION. 25. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR'S EXPENSE TO PROVIDE THE CONSULTING ENGINEERS WITH 'AS -BUILT- DRAWINGS OF CONSTRUCTION PRIOR TO ANY USE OF THE SYSTEM. DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, VALVES & SERVICES. DESIGNED 8 T e DATE DRAWN T S DATE 5/ 9 4 CHECKED 8 T B DATE APPROVED DATE SCALE SHEET N0. AS SHOWN JOB N0. 12 OF 12