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Southern Service Area - 12" Water Main Extension - May 1994 & December 1994NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY RIGHT—OF—WAY OF U. S. HIGHWAY # 1 AS N16-19'00"W (ASSUMED). 'o v c d v Q c v z E 0 F U c . d J V) d Q O Vl Q > d °C z O Q 0� o a W a Uj > CL W a D Q� t-- -j O CL z z ~ T adi 3 L. o m E- W W II M 11 11 q II II II j c Z q }, 3 E �V x A o e • w Jo = m cvi � � U /v) > f' e' wJ MII M_N a NnII ctnl v► a0oe0 00 06g at ► If if If a a a Ca a 0 0 c12M D.I.P. o 0 0 O 00 co _ °o aaoaao� ,; co LLJD00 0 5 23'18 33 E 0 i853.34 0 0 0 0 0Z o o o O o 0 + �N + + a+N 0+ NW N ap O Lx O N ulPI) M ro r7 U +ri ~ 0z PO u- :2 BASELINE # 1 I 4 0/-i31-1—IINr ff I Q D Z W U Q n = Z X O O u') d O r f 7 C. LD , D Z 3 J 4 ,n .a. M o rn- ZO .W II II jl li 11 II II II c+D N , tom. 0 Z D a a a a a a 0 � 104.2' c� r� o p o 0 0 12" D.I.P. O�- 2a �� N------ ui d to ui CQ u j S 23'21'52" E 3005.22' �' `� p 0 0 0 0 - 0 0 0 ui o o cr)W t 0 c ( to to (o to LJ + W z WcDNF- .J _ BASELINE 1 U r- Q n NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY RIGHT-OF-WAY OF U. S. HIGHWAY # 1 AS N16'19'00"W (ASSUMED). O a U C c� a z 0 E � V C W U O I� Q J Q > O V) z a 4 a �, p i > O 0 �` a a -1 Z W Z A v _ O Q z "' p w 3 W J j 3 O a-O O � c O Q_ m f- M ui m > ni a`� �� = II II II II II II I! a J c ; E 4 }-� C' e • uj W J O 0 O O ~ m O O Q w O J > M - --j + er I LI) Q V '> p v O O C1 Q M 00 >h� to > a �— ° r II •— if c�►e a O 12" O.I.P. o O ,N v- Nll O 0 0 o S 23'21'52" E 0 �; N 3005.22' S 23'20'37" E 3486.62' O O O ♦ + ♦ O + O + O + 0 cp -1 II ♦ 0- O + O O ♦ O O O O O O O O O o O O 0 O tD c0 cp � r� twl r j U-j O � iC7 r 1 + cD h '- h h + o0 t� + � + + .- + N a00 ao QO BASELINE # 1 Ow ~ 0 .-1 Li Z U Q z fY Q0O O �- N w� .J rn N ca ^ II00 a. LO +N ��,.11r,: ch 00 ro > — J O ul 00 I! 11 r' '— If II 11 II > aD � 120.6' � I U II '— II II _ II O II O a- O O J � a .�-d8! H o*0 , a: � O ,� � O a: ci M.E.S. p 0 H � a: O a: O O 12" D.I.P. O O II O If p nj _ �-- - - - - - - - - - - - .8 - - - - - - - - - - Lo -- ------ - -[ N -- -- -- O -- -- -- - --- - - -- --� O - - - - -- CV -- - =-- -- -- - - - - - - - --- -} - - - - - - +-- - - - - - -- -- --- -- -- ; -- -- -- -- —}Y - - - - ' - - - - - - - - N� - - - - 00 00 $ O 00 00 ul o o 0 S 23'20'37' E O a o o N r-1 II �, _ a o g 3486.62' o o g o 0 0 N n Q .d u. ul co 00 ao Ki O � O rn o ± N i + 0 + co CO Go > 00 N 00 00 00 00 00 r- 1- ap Cn 0) O r O , of co O On BASELINE # • 2 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY RIGHT-OF-WAY OF U. S. HIGHWAY # 1 AS N16'19'00"W (ASSUMED). C v 0 U C t,= p m z E 0 c o W O CoLAJ Q > a za° Q L a z W a� > l� Q o ` m _ o z w 0o `v 3 � c W J °' O hO 3 af I- a-'i o z �z ,\ m tl II q rl II II tl II t of t �3 z Y C' O e • vi ►- o o� rn J ~ oD o U) �U W Qm m J + N V a — 1� • 00 ul V1 m p co +N h,; rnIt N O 00 h N °' w C� -i Lri ..; (o d 00 ff > �. II W ' '� 183.9' II tl II 06 z •-- h u) ►!i �h� 0_ >"'• a.. Qom II II c7i c3i it u n > rn <-- + > Q > 00 ``? 0 4' o o �. o o f a. 12" D.I.P. � � � 12" D.I.P. � ��, � 0 0 0 0 90.2' ~ • ��, 2. M.�� �• .. M.E.S .f L6 ~ 1- H 4' - CA 0 C3 00 it) O O ^ C*4 :+ 03 — 0 h 0 0 S S 23'20' 37" E N o 3486.6 2' } -� II + ►'�-�� + O 00 0 0� II 00 00 O 0 Qr O O O '� + N o rn + + + +� CL+ + + 0 , o 0 0 0 0 0 00 O N W N N .t + tp ♦ + {- o O r �0't ^ ^ r- r- BASELINE # 1 j W � Q W 0 W _ Z ur) 0 Lr) N N O - ^ r'7 c0 ui of 6 a � � oi ci 00 h h ? U-)J Qj 00 ^ � O � II II II II 6 If. It It II II + °6 o0 00 00 a ti a a a a n: a: a a aJ � vi a II II It II it U J o 0 0 0 0 0 0 0 0 0 > `�' a: v l � 0 0 0 0 0 ►= r- ►- ►= += += 12" D.I.P. r 9g O b) co 00 00 p 00 I ca 1 OI I NI tn i0 j pi vi - - -- - -- - -04 W 0 S 23"20 37 E 348fi.62 S 23'20'20" E 2343.7fiLo 0 0 00 0 0 0 0 0 o S 23`20'20" E 4 J 11 2343.76' + F .+' + + p 0o W +map o0 00 o O O o cD ao a, o + w N n + + o 0 0 ^ N ^ F- ^ cV H N �+ + + + r N N N N � co n ^ r- N N N BASELINE 1 Q W Q LLJ 0 W CP 00 00 0 m 06 c6 II II it 11 II It N II 0 0 o co 0 0 0 C5 a a a 0 0 0 �- ►- ►- F- 12" D.I.P. U N T 0 o 'u-) S 23'20'20" E 2343.76' I 1 0 0 0 0 0 o O + + + o O g o 0 o + o 0 r ao rn o + + + + + N (V CIA•- N r7 + + •- ^ ^ ►� ►O ► ►� M M BASELINE # 1 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY RIGHT-OF-WAY OF U. S. HIGHWAY # 1 AS N16-19'00"W (ASSUMED). z 0 F w U W • > 3 II z = w II a II > Q > a p m II a 0 a- 0 II J z tz it p (! f O cr- z p w z � !I II O 10 g o ° vi • L; V UQ v 0 v E c O o v > � d D as � o ,0 o p� C 0 m r � �E o o _J c p O � m O I c v o > Qv U p - >� ` O W 7 II O It II ai Lo n R rn q K) ao II O °6 II N rn vi vi 0 0 o 12 D.I.P. " a a a o a 0 0 !! CL 0 II C: 0 II a. 0 N N N N N N IN I r N 1 N N 1 O IN 1 to NI O CN I 436.25' o S 21.13'15" E 0 0 0 0 0 o BASELINE # I S 19'00'17" E 3901.62' + + + + o+ + o + 0 o a 0 0 0 0 O O ' T" r- t d V1 a 00 a t- N N m a� rn II II p a cp In pp Qi a0 M q II 00 II. `n V) L 00 Oo 06 n II II N 00 ao 06 t` II co o a n. o 0 ~ ~ a CL a 0 0 0 ►- ►- 12" D.I. P. a o f- a a a o O 11 11 n a a o O o 0 tj N O I N st N N I N d tt - �! N N (D N N (6 4 N I N N ui N cli 04 N BASELINE # I S 19*00' 17" E 3901.62' 0 0 0 0 0 0 0 0 0 + ♦ 0 � 0 O 0 O O O p O O r r W J s a J U ! Q V) O W f... O z 00 tD 1 ri L0 r J tp h7 n o6 o0 o0 a: a is ,r a a a N o: O O p p a > r Ni O O O 12" D.I.P. p ALES. 15.3 ALES. N i� N N 00 N N rn r J I N 0 N O N N - - - - - - - -I - - - - - -- - -I - - - - - - - -I - - - - - - -- - -I - - - - -tits � � N I I S 19*0'17" E 3901.62' BASELINE # 1 00 0 0 0 c� 0 0 0 0 0 0 O O 0 00 (- c0 00 cQ 0) c0 p♦ r ± N + + + n w + + 0 O 00+ + ^ 0+ r, 00 00 r r aft I 0 2000 4000 8000 SCALE IN FEET -1a ti� t • l f f� u t 0 a .z V z r .- J NEW Sr F-t ATLAIiTIC W - - - r�.•�� r�iTMM1L OR r rF� u OlW I.`I �`I 1 K Jrttt[ 3 py FREE f OR i �� • 1 1 z -SIT 0� ` � 7 O�A� A L IT CITY ()F VOLUSIA COUNTY, FLORIDA 12 tn 1 - YOUMO K0 '� dc > e IL Tttal LE �0 > > T p „•• O °� �_.�.""� • i • ti > z a► / uj in zrh IL >�'Z (Z'� Z S JoaCo•� W a W �I a ' J a ' • 1 s ,1 404, ' • •� ) � � � fir-• �' . � •. � INITY MAP SOUTHERN SERVICE AREA INCH WATER MAIN EXTENSION DRAWING INDEX SH. N0. DESCRIPTION 1 COVER SHEET & INDEX 2 KEY MAP W/ NOTES 3 PLAN STA 0+00 TO STA 30+00 4 PLAN STA 30+00 TO STA 62+00 5 PLAN STA 62+00 TO STA 94+00 6 PLAN STA 94+00 TO STA 125+ 50 7 PLAN STA 125+50 TO STA 157+50 8 PLAN STA 157+50 TO STA 185+00 9 CROSS SECTIONS STA 0+00 TO STA 90+00 10 CROSS SECTIONS STA 95+00 TO STA 185+00 11 DETAILS 12 STANDARD DETAILS OUARTERs SHEET 1 OF 12 5/94 P L E G E N D (EXISTING) SCALE: 1" = 600' ------------ - 1 a s w • • g o• / t • a - + N N N N m I II 1 uj v b � 4v la -;� I I* Billa�i�leihtr�stv�.�, ME ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STANDARDS, SPECIFICATIONS, REGULATIONS AND PERTINENT DOCUMENT'S. 1) UTILITIES do 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 CONDUCT 1MTH 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 SHAH BE RESPONSIBLE FOR ALL DAMAGE TO AND REPLACEMENT OF EXISTING UTILITIES. REPLACEMENT SHALL BE TO THE COMPLETE SATISFACTION OF T'HE 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. , T 200 PR. UNDERGROUND TELE. W/ SIZE Id POWER POLE OE OVERHEAD ELECTRIC V E------ UNDERGROUND ELECTRIC TV UNDERGROUND T V 18"RCP STORM SEWER W/SIZE 8( TYPE is --i>a-- 8 Wm WATER MAIN W/ VA L V E CO ICE INrRACo�srgL �- _ - r .I 111A TER WAY- _,IIVQ/AN 1 i 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 PUBUC 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 60 DIAMETER OR LARGER. NO TREE SHALL BE REMOVED UNLESS IN DIRECT CONDUCT 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. i- - i - _ I -T - _ - -- -' Q f- __ NORTH F E.C. R. R �0 �1��1ii111A� � 12) RIGHT-OF-WAY RESTORATION IS TO BE CONDUCTED CONCURRENTLY 1MTH CONSTRUCTION AS DIRECTED BY THE ENGINEERS. THE ENGINEER SHALL HAVE AUTHORITY TO SUSPEND CONSTRUCTION WORK WHEN RESTORATION IS NOT BEING ADEQUATELY PERFORMED. ALL DISTURBED AREAS ARE TO BE RESTORED TO PRIOR EXISTING OR BETTER CONDITION. 13) THE CONTRACTOR SHAH FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE *U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' AND THE LATEST 'FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DEPARTMENT STANDARDS." 14) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR'S EXPENSE TO PROVIDE THE CONSULTING ENGINEER WITH 'AS --BUILT• DRAWINGS OF CONSTRUCTION. DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, FORCE MAINS AND RECLAIMED WATER MAINS, VALVES AND SERVICE. 15) THE CONTRACTOR SHALT. BE RESPONSIBLE FOR THE PROPER APPLICATION OF THRUST RESTRAINT SYSTEM TO PREVENT MOVEMENT OF PIPE AND FITTINGS. 16) NO FLANGED PIPE SHALL BE INSTALLED UNDERGROUND UNLESS SPECIFICALLY NOTED ON PLAN OR IN SPECIFICATIONS. 17) PIPE BEDDING SHALL BE CLASS I SOIL COMPACTED IN 6' LAYERS TO A HEIGHT OF 18• ABOVE PIPE, 12" LAYERS ARE ACCEPTABLE FROM 18" ABOVE PIPE TO FINISH GRADE, COMPACTED TO 98% OF MODIFIED PROCTOR DENSITY. (AASHTO-T-180) PIPE TO BE LAID OF FIRM FOUNDATION. Q--MI7 L. HAMPTON ASSOCIATES, INC. crrY of CONSULTING ENGINEERS EDGEWATER P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 781-8810 `101,[jSjA COtJrj'1'Y LNO BY REVISIONS DATE icy ' I I1 11 II II II II I� I ICI 1 1 18) COMPACTION TEST TO BE TAKEN AT POINTS ONE (1) FOOT ABOVE PIPE AND TWO (2) FOOT VERTICAL INTERVALS TO FINISH GRADE AND AT HORIZONTAL SPACING OF THREE HUNDRED (300) FEET. 19) ADEQUATE EXCAVATION, SHEATING, SHORING AND BRACING SHALL BE PROVIDED AND SHALL CONFORM TO CONSTRUCTION REQUIREMENTS AS SET FORTH BY THE FEDERAL DEPARTMENT OF LABOR. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 20). PROVISIONS FOR DEWATERING SHALL BE MADE TO KEEP GROUNDWATER ELEVATION A MINIMUM OF 6• BELOW THE PIPE BEING INSTALLED. 21) LENGTHS OF PIPE ARE APPROXIMATE ONLY AND EXACT LENGTH ARE TO BE DETERMINED IN THE FIELD. 22) WATER/ PIPE TO BE N.S.F. APPROVED FOR POTABLE WATER USE 23) WATER/ LINE TO BE HYDROSTATICALLY TESTED, FLUSHED AND BACTERIOLOGICALLY CLEARED IN ACCORDANCE WITH D.E.P. REQUIREMENTS. 24) DOUBLE STRAP/CORPORATION STOP, POLYETHYLENE TUBING AND CURB STOP REQUIRED FOR TESTING. NUMBER AND LOCATION/D.E.P. AND CITY REQUIREMENTS. 25) ALL DRIVEWAYS TO BE REPAIRED TO EXISTING OR BETTER CONDITION. ASPHALT DRIVES TO BE SAW CUT AND REPAIRED. OVERLAY DRIVEWAY FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE. CONCRETE DRIVE TO BE REPLACED FROM EDGE OF ROAD OR BACK OF CURB TO RIGHT OF WAY LINE AND/OR NEAREST CONSTRUCION OR EXPANSION JOINT. SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION KEY MAP & NOTES 4" F M 4„ REUSE X N W FE C. RR FORCE MAIN W/VALVE REUSE SPOT EL EVATIONS ( PROPOSED ) WATER MAIN VALVE FIRE HYDRANT BLOW - OFF VALVE BUT S H. #- g /N TRA COA I 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 SHAH 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 SOUTHERN BELL 904 257-7935 CV I CABLEVISION 904 423-1 151 FLORIDA POWER Se 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 SCALE DRAWN T.S. DATE 5 94 AS SHOWN CHECKED B.T. e . DATE APPROVED DATE JOB N0. SHEET NO. 2 OF 12 M4• FLORIDA W y•.wv b ,;�W +^�� TeX; # ev s t a - -y t f e i1 t .k - t w II W Q U.S. HWY. No. I S. R. 5 175'+- R/W DESIGNED B T 8 DATE SCALE SHEET NO. MIN L. TON ASSOCIATES, INC. CITY OF DRAWN T S DATE 5 94 ► !1 2 5 o' CONSULTING ENGINEERS E D G E WAT E R SOUTHERN SERVICE AREA PLAN CHECKED BT8 DATE 12 INCH WATER MAIN EXTENSION STA. 0+00 TO STA. 30tO 0 APPROVED DATE JOB N0. NO BY REVISIONS IDATEI P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-8810 VO LU S I A COUNTY FLO R I D A nF 12 SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL, FLORIOR o -74 LLj ti 0 1 0 CL k U. S. H WY. N o. I o S. - R. 5 160± R♦W UTILITY INSTALLATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING CABLES AS NECESSARY FOR .00..: i ,.. � _ �1 - � ■.lr• �rt � � lr I� � �f PR � 1� i �� l�l r m t its .... ,. ��,.y-.-,+ r rt r r�■�'r•r ram■ own r• . w•..., ram_• , G PR 8 ES , 8 d.. .. .'e�in i. .✓ :M .. ..:.. S.. .i t... f•. .. , _ .sa! . Htl .z c•r ,w. ,..rt, . ..w ... ! U. S. HWY. N o I - S. R. 5 160°t R♦W QUENTIN L HAMPTON ASSOCIATES, INC. CITY• OF coxsvi.TMc ExcnOM E D G E W A T E R NO BY REVISIONS DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 VO L U S I A COUNTY FLORIDA SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL, FLORIOR SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION PLAN STA.30tOO TO STA. 62f0O DESIGNED B T B DATE DRAWN T S DATE 5/ 9 4 CHECKED 6 ' B DATE APPROVED DATE SCALE I " = 50' JOB NO. Q SHEET NO. 21 OF ! 2 k MAYFLCI'WER MOVING -FAV, T'4 SEE DETAIL SH. W. rn . .......... QW1 m Wt W talt. ooll p vv �*�E �'N zw'- - t Al A Y.a ov"75I&I'll-I Ins kll"lli �:.vr 0� ................ . ...... 7, 7777777�� CONTRACTOR IS RESPONSIBLE FOR RELOCATING CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER TF QUENTIN L HAMPTON ASSOCIATES, INC., COMULMG MGMEM io p 6p .0 Pi al M 'x� U., g fix;:w 2 U; 9 PRO R h ITT I 4G:S:" —12:� 4, BENDS 4, 4- ElLmw a M's E. a 9.1m a mv A m a 9 m-m �_-Cmm a =I 9 sm a 0 I 0 8" wtov CPHALT PAv OD ll mill -t0 '75+-W 76++00 77 oc. R 74 U. S. HWY. N o S. R. 5 160'+ R/ W CITY OF ED GEWATE R lll&lmlllLk, " smamlim NO BY REVISIONS DATE 1 P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 VOLUSIA COUNTY FLORIDA SOUTHERN RESOURCE HRPPING CORP. HOLLY HILL, FLORIDA A'. MOP SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION I 4� w V PLAN STA-62tOO TO STA, 94fOO DESIGNED B, T 8 DATE DRAWN T S DATE 5/94 CHECKED 8 T 8 DATE APPROVED DATE SCALE I is c 50' JOB NO. i SHEET NO. �4 SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL, FLORIOH affi 16r� ` 5_ J1J%iJ a 1%L MWa ,-p,A a ':, t ;^- .:, gym. E : ¢g - •`..w�•,•-..._ ,.,� ..-_.-....... - ., ... .. ...o. ..___. .r. .:... .-.. _I. ,_.... ..r.•.. 'C°f i. .. .::>_.: mid S' .,. Nq:,.., . ::. .i: ., st .'i E tc .. ........ ... ... ; .. .. - ,... < � ,j,REPAIR ,., ; f �. wry SAW CUT 8 <i T. :< . .. : .: .. .,. .r ..:. ..... ....... :. ... ,:.. :...... s fit' I r � i SEE DETAIL Fill i CONTRACTOR IS RESPONSIBLE FOR RELOCATING CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER QUENTIN L. HAMPTON ASSOCIATES, INC. CITY OF DESIGNED B T B DATE SCALE SHEET NO. SOUTHERN SERVICE EDGEWATER AREA PL A N DRAWN TS DATE 5/94 1" 50' CONSULTING ENGIlJEIIiS E CHECKED B T B DATE � APPROVED DATE JOB N0. MAIN EXTENSION STA. ` �5too To STA. 1���-s® NO 6Y REVISIONS DATE P.O. DRAWER 290247 PORT ORANGE. FLORIDA 32029-0247 904 761-6810 V O I..0 S I A COUNTY FLORIDA 12 INCH WATER ASOUTHERN RESOURCE HRPPING CORP, of 12 HOLLY HILL, FLORIOR 3 7 ALL DISTURBED AREAS SHALL BE SODDED PER F.D.O.T. SPECIFICATIONS. ANY DISTURBED VEGETATION AND/OR U. S. H W Y. N O , I - S . R . I G Of' R/ W ' QUENTIN L TON ASSOCIATES, INC. coesmanic axcuvmts NO BY REVISIONS DATE I P.O. DRAWER 290247 PORT ORANGE, FLORIDA 32029-0247 904 761-6810 SOUTHERN RESOURCE MRPPING CORP. HOLLY HILL, FLORIDR r U. S. HWY. No. 1 - S. R . 5 CITY OR EDCEWATER SOUTHERN SERVICE AREA VOLUSIA COUNTY F L 0 R I DA 12 INCH WATER MAIN EXTENSION - „ SEE NUE H I S SHEET 7 �• wy M ".. as e '' ,. - • .. - :. 'YdYCPf¢Ya:"aa�i'cs>y ",- %' L: ae' , +�4=° °styP^'�M*vll,±r. �+�u-•mow.. °is, .e... � rar � iw `rt a .Eps ■ W ■ iAC N It STE E L C S t 0 N 10 6A1.. °F v"TS�q��r rt"` ,P.f _s 'i;: §.'�' ', s:' r (':.. PLAN STA . 157f 50 TO STA. 185tO 0 DESIGNED 8 T B DATE DRAWN TS DATE 5 / 94 CHECKED 8 T B DATE APPROVED DATE SCALE SHEET NO. lllx50l • oo 4 Imiffil-M R W BASE _= EDGE OF LINE PA.V'T. I 22-- EXIST PAVT. 21- 20- EXIST GRADE,, 19- is cc CD 17-- 0 0 I �. nn 0 16 . 0 1 15- CROSS SECTION STA. 0+00 SCALE: 1"=20' HORIZ. 1 "= 4' VERT. R W BASE `-� EDGE OF I LINE , PAV'T. 22 i i `L% EXIST PAVT. — 21 _ _ T. O EXIST GRADE. tK 20 18 17 � tp OCy4�i � m I N _ 16 . 0 15- CROSS SECTION STA. 5+00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. R W BASE EDGE OF BASE PAV'1� HI uj Iw EXIST GRADE. 22 rt,ry/ � / EXIST PAVT. 21- z 20-.11 { ` _ixR 19 0� N � O 18- 0 0 0 • 17-- 16- PROP 12� WIAi 15- CROSS SECTION SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R WI BASE EDGE OF LINE PAVT. Wi f 22-. (EXIST GRADE. .�� EXIST PAVT. 21 - pl O 19 I 18-' S �° 17 0 �0 i 16-" 15 - PROP 12 wM CROSS SECTION STA. 15+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE _,�$,'EDGE OF LINE PAVT. i 22-. . . N0 EXIST PAVT. 21- W i ryo; -- — 20_ T 0 ,EXIST GRADE. o, 19 18 17uj ' 16 - S �� 15 — 0 ^0 PROP 12" wM CROSS SECTION STA. 19+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAVT. . l 22-- 21- 0� EXIST PAVT. �. m00%/ � ---- --- U 20-- o o EXIST GRADE. �; I 19- �� ^�� Lu 17 R i 16- o o 15— 0 0 _ I PROP 12" wM CROSS SECTION STA. 21 +00 SCALE: 1"=20' HORIZ. 1 "= 4' VERT. R WI BASE EDGE OF LINE $--p w EXIST PAVT. EXIST GRADE. ,L k-' _�' — _- -- ry ry 21- 20- 19 a a I N O �ti1 18-- 0 — 0 i PROP 12" 16- WM 15- CROSS SECTION STA. 35+ 00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W( BASE r- EDGE OF LINE PAV'T. U o' EXIST GRADE. 22 h " �.C' EXIST PAVT. 21- 20- 19- ccnf i 18 a a_ a� QH No 17 0 I 16 PROP 12" - 15 - wM I - CROSS SECTION STA. 40+ 00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. R 1W R W BASE I EDGE OF BASE EDGE OF LINE PAV'T. LINE PAV'T. i I j 22- 22- . F _ w Dlb� EXIST PAVT. _ �l 21 W I 21 W I `L EXIST PAVT. 0` :-- - I o EXIST GRADE. / _ EXIST GRADE. 20 0 20 lb N tK 18- v 17 ( 17-- i 16 - a �' a 16 - O 15_ 0 _ -0 15_ 0 0 PROP 12' PROP 12". wM 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 vp DGE OF LINE AV'T. R W BASE rDGE OF I LINE AV'T. 22-- 21- EXIST PAVT. 22- 21- 20- 19 - 18' 17 16- 15- cv1CT rronnc — R CL a N� 0 0 PROP 12' wM CROSS SECTION STA. 30+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. 20- h� EXIST PAVT. 19 v LATERAL i DITCH 18 . W FLOW F o EXIST GRADE. i MITERED 16- END SEC. 15 - tr 14- a R a 13- NN �to o� 12— 0 0 11 -PROP 12' 1)A WM _CROSS SECTION STA. 48+65 SCALE: 1"=20' HORIZ. 7"=4' VERT. QUENTIN L. HAMPTON ASSOCIATES, INC. crrY of — CONSULTING ENGINEERS EDGEWATER REVISIONS DATE P'0. DRAWER 290247 PORt ORANGE, FLORIDA 32129-0247 904 781-8810 VOLUS�1i COUNTY R W BASE VDGE OF LINE AV'T. 1 i 22-- 21- �EXIST PAVT. 20 w /EXIST GRADE. �,• — 17-- i 16- - � Mi Nd 15 8 0 0 PROP 12" CROSS SECTION STA. 49+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R /W BASE EDGE OF LINE PAVT. 1 UI 22-- 21- ��' EXIST GRADE. I 0) EXIST PAVT. 20- o'/ c� %K _-- — 19- 0 � <o I P • 17 R 16- 5= 0 00 OP 1 "M ,-,ROSS SECTION STA. 52+00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. R W BASE OF LINE VDGE AV'T. C) I 22-- 21- 'EXIST GRADE. �Ox EXIST PAVT. 20- tK 19 - 18-. / 17 a a a l - Is � "'� 16 0 15 - _ Mu PROP 12"A wM I CROSS SECTION STA. 56+0E -�-- SCALE: 1 "=2.0' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAVT. 22- i 21 �j I L0- 6' SEXIST GRADE. O � ,�qb'`/ EXIST PAVT. — 19_ �tf �? o� -, 18 • �' J 17 " 1 16- cr a co 15- a a U g 0 ' 00 PROP 12wM CROSS SECTION FLORIDA STA. 60+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. SOUTHERN SERVICE AREA 12 INCH WATER MAIN EXTENSION R /W BASE ---- EDGE OF LINE PAV'T. I 22-- 21- 20- 19 _ 01 EXIST GRADE. ��� , EXIST PAVT. COX- 18-. 17-. ^/ i 16^ 15- a O a M IL PROP 12.o CROSS SECTION STA. 65+00 SCALE: 1 "= 20' HORIZ. 1 "=4' VERT. 1 R` BASE EDGE OF LINE PAV'T. UI I 'o. f 16-, EXIST GRADE. ,�gj EXIST PAVT. 15 - 14 - co 12 11 Dow M 10- 0 co g- 0 8 - PROP 12" wM CROSS SECTION STA. 80+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R R W BASE EDGE OF BASE EDGE OF LINE i PAV'T. LINE J PAV'T. �j I 18 - ti EXIST GRADE. ;�� �EXIST PAVT. 16-- -A EXIST PAVT. 17- � 15 16- h' 14 = i LATERAL 15 - a I DITCH 13 f a J FLOW LINE 6 -EXIST GRADE 14 12 _ 0 $ �'� ,� �' c MITE R 13 -- �, 11 n ENDS C. I U � 12- 10- D. w 11 - R9 - a� o 10- P128-� a o 200 " `t o� � 0 wM CROSS SEC'I Gr,I Q STA. 70+00 PROP 1 7 SCALE: 1 "=20' HORIZ. wM 1"=4' VERT. CROSS SECTION STA. 83+ 61 SCALE: 1 "=20' HORIZ. !:1 "= 4' VERT. BASE ---()EDGE OF LINE PAV'T. U� ul o. 18 - EXIST GRADE. 17-, 16- 40 15 a �1 13— p aW co U -1 12 0 11 - _ 10 - PROP 12� CROSS SECTION STA. 72+ 00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. EXIST PAVT. R EDGE OF PAV'T. BASE i LINE I 18 - EXIST GRADE. 17- EXIST PAVT. 16 - 15- rn i 14 - i. 13-- a 12- R 11 - 0 co 10-� Q PROP 123 2 , WM CROSS SECTION STA. 77+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. CROSS SECTIONS STA. 0+00 TO STA. 90+00 R W BASE EDGE OF lI LINE J PAV'T. f ~` f 16 -�� j�° EXIST PAVT. 15 - p /EXIST GRADE. 14 - f 13 N i 12 - - uJ 10 �O� 0 0 _9- Q 01) 8 PROP 12 Wiwi CROSS SECTION STA. 85+ 00 SCALE: 1 "=20' HORIZ. 1 "==4' VERT. R W BASE LINE rEDGE OF i (51P A V' T. EXIST GRADE. i 16 15 - tK EXIST PAVT. 14- 12 o!� 0 mow M 11 Oa 0 i 10- Q 9 - PROP 12" 8- wM CROSS SECTION STA. 90+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. DESIGNED BTB DATE DRAWN TS DATE 5 94 CHECKED BTB DATE APPROVED DATE SCALE AS SHOWN JOB NO. SHEET NO. 9 OF 12 R BASE EDGE OF LINE PAVT. �I U I J 16 EXIST GRADE. I/Kg � EXIST PAVT. 14- 00 13 N = i 11 - OV c 0 = i 8 10— 0 d 0 p 9 - PROP 12" wm 8- CROSS SECTION STA. 95+ 00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R BASE EDGE OF LINE PAVT. wi o • i EXIST GRADE. 16 -'` • - 15 _ O l p�'1`y/ EXIST PAVT. 14- 0 rq i 12-- 11 -• �� R cr I 10- 0 age 0 co p 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. H I 16 uj O. 15- EXIST GRADE. �`L EXIST PAVT. /� 14 ` '2 ry ,�^ - j �-- -- �, ^ 13- oil 12 - . 11 - ( I 10- 9- PROP 12"/ wm CROSS SECTION STA. 110+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R /W BASE�EDGE OF LINE PAVT. I I wl, 15 _ :r • � ��,1� � EXIST PAVT. 14 ` EXIST GRADE. o �,� � ,, -- 13 I 12-- 10- 9- 8- PROP 12% Wu STA. 115+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAV'T. - 1 I i 15- Uz w EXIST PAVT. 14- EXIST GRADE. � • '� .,._- --- 13 - r' 11 -� 10— M 9- 8- PROP 12,'11X STA. 125+00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE PAV'T. 16-- I 15- w� wl i 14 - 0 ) EXIST PAVT. 13 ` EXIST GRADE. ti --- 12 -'�ril 10- 9- 8— PROP 12.7// wm CROSS SECTION STA. 130+ 00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. R 'W BASE EDGE OF LINE PAV'T. i 16 EXIST PAVT. 1 EXIST GRADE. cV f i 12 • co 10- a; 9- 8- CR S SECTION PROP 1 A. 14.0+00 wm SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE DGE OF LINE AVT. vp 16-- W 15- I 14- ,�AD EXIST GRADE. EXIST PAVT. 12-. o '� 11 10- ILR _ 9 0� N 0 8- PROP 12"/ wm CROSS SECTION STA. 145+ 00 SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W 16-• W 15- 14- '� � "�/ EXIST 13- 12-: 11 10- g- �Ww 8- 0 BASE ----()EDGE OF LINE PAV'T. wm CROSS SECTION STA. 160+00 SCALE: 1 "=20' HORIZ. 1 "= 4' VER T. EXIST PAVT. i R W BASE VPAV'T. DGE OF LINE I 16 15- xl o I 14 13 - EXIST GRADE. NP EXIST PAVT. 12 o 10— Cc 9 g� o 8-� 0 PROP 12"/ wm CROSS SECTION STA. 165+00 SCALE: 1 "=20' HORIZ. 1"=4' VERT. R W BASE EDGE OF LINE PAVT. i 16- U 15- o � � EXIST PAVT. 13 - /(EXIST GRADE. ro 12-. C i 10- 9- 8- PROP 12"///'oo' wm CROSS SECTION STA. 175+00 SCALE: 1 "=20' HORIZ. 1 "=4' VERT. R W BASE EDGE OF LINE �PAV'T. 16- 15- i I 14 EXIST GRADE. EXIST PAVT. 13— 12— 'V/ R 10- a- cr to a a g� Q� g 0 ON 8- PROP 12"11'X wm CROSS SECTION STA. 176+00 SCALE: 1 "=20' HORIZ. 1 "= 4' VERT. R R W R W R W BASE EDGE OF R W BASE EDGE OF VPAV'T. DGE OF / BASE EDGE OF BASE EDGE OF R W BASE I I PAVT. BASE EDGE OF LINE LINE PAV T. LINE PAVT. LINE PAV T. LINE LINE PAVT. l (EXIST GRADE. 16 - 16 ` 16 16 � 16 16_. ��0 EXIST PAVT. I J 15- ►- 15- 15- wl I15- 15— EXIST�• I 15 ^ I �I I _ U ►�`� - ��ti PAVT. - 14 ` EXIST PAVT. 14 �• 11� EXIST PAVT. j 4 ` 14— 14 '� ____ — 14 1: D� EXIST PAVT. _ w _ ° EXIST GRADE. �, '�� ___ 13 _ EXIST GRADE. ^ �� '`:� — 13 _ / ,� f J - EXIST GRADE. °6 EXIST PAVT. 13 rye/ �L' EXIST GRADE. 13 0 _ 13 12 - 12 ^� 12- R ,,,�� 12--wi 12-. F co o ^ LATERAL _ l ^ 12 _ 4GRAPE.I I 1 11 � --� I DITCH 11 EXIST I 11 _ 10 co 10- 0 �co cb,, 10- C 10- 10 0� - �� 10- 9 9 9 PROP 12"/ - _ \y - MITERED $' 8 $ 8 N � o 8- WM 8 M END SEC. 8- N W O CROSS SECTION 7— 0 TA. 103+00 Ss PROP 12"/ PROP 1?% Wr"I " PROP 127// SCALE: 1"=20' HORIZ. 1"=4' VERT. ,� � CROSS SECTION PROP 12- WM z/ CROSS SECTION wm CROSS SECTION_ w�oP 1 STA. 150+00 CROSS SECTION STA. 135+00 SCALE: 1 20 HORIZ. STA. 169+50 STA. 180+00 CROSS SECTION " 1 =4 VERT. SCALE: 1"=20' HORIZ. SCALE: 1 =�.0 HORIZ. SCALE: i'n=20' HORIZ. 1 "-4' VERT. STA. 119+75 1" =4 VERT. 1 =4 VERT. SCALE: 1"=20' HORIZ. 1 "=4' VERT. R W R W R W R +W R W R W BASE EDGE OF BASE EDGE OF BASE EDGE OF BASE EDGE OF BASE BASES EDGE OF LINE AV'T. LINE PAVT. LINE LINE PAV T. LINE PAVT. LINE PAVT. EDGE OF AV'T. I j I i , - 16 16 EXIST GRADE. i _ i b I -ti 16-.� 16 _ wl 15` 15-- 1b I 15 I T - EXIST GRADE. o. i _ o . - J 15 `1' - EXIST PAVT. I 15 EXIST PAVT. 15 =I i 1 _ / �`� 14- "� EXIST GRADE. �, XIST P VT. 14 zi �1 EXIST PAVT. 14 p• _tXIST PAVT. - N i r ,�r, / E A _ o ", _ _ g�j EXIST PAVT. ¢ - d 1 4 EXIST GRADE. '�j 14 �/ I cv "� ry _ f 13 r -- 13 - EXIST GRADE.-- "� "�- 3 1 '� EXIST GRADE. o - /13- 0 cv I -W 12 -� 12 rn ^ 12-. ^ 12 12 - �' LATERAL 11 a i 11 0 � o J 11 _ 11 DITCH ITERED I - �' N `� I 10_ 10— 10 rn f _ vi 10 END SEC 0 0 10 - 10 o g 9 - 9- Ico le) 9 g- 9 ���' 8- _ 8-- M 8 R ON 8 8_ M PROP 12" wm PROP 12" PROP 12"//* CROSS SECTION wm CROSS SECTION , S SECTION w"' STA. 185+00 PROP ,z/ j� CROSS SECTION CROS STA. 108+00 w"^ CROSS SECTION PROP 12% STA. 155+00 CROSS SECTION SCALE: 1"=_20' HORIZ. SCALE: 1"=20' HORIZ. wm STA. ,138+11 E: 1"=20' HORIZ. STA. 1 71 +00 1"=4' VERT' 1"=4' VERT. STA. 120+00 SCALE. 1 =20 HORIZ. SCALE: 1"=4' VERT. SCALE: 1"=20' HORIZ. SCALE: 1"=20' HORIZ. 1 -4 VERT. _ 1 "=4' VERT. 1 "=4' VERT. DESIGNED BTB DATE SCAB SHEET N0. Q [DENTIN L. HAMPTON ASSOCIATES, INC. CITY OF CROSS SECTIONS DRAWN TS DATE 5/94 AS SHOWN CONSULTING ENGIrEERS SOUTHERN SERVICE AREA STA. 95+00 TO STA. 185+00 CHECKED = BTB DATE 10 ED GEWATER 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 VOL•[)'SIA COUNTY FLORIDA OF 12 R.o.w. LiNE- 160' R.O.W. LINE 9 8' 1 105'tASPHALT PAVEMENT OVERHEAD POWER - DOT BASE 25 ------ SWALE LINE EXIST GROUND - 25 24 EXIST GROUND - 24 / 2" BLOW -OFF 23 - ALE VALVE ASS'Y / 23 SEE DETAIL, 22 DETAIL,/ 12 -- 22 21 - 21 20 --20 19 18 RCP 18 RCP 36" MIN 19 18 0 SET TOP OF CASING 18 20PR AT EL 15.0 OR FIBER 17 TELE 106 PR BELOW--\ 36T LE 17 " MIN. 36" M 16 TELE \ 16 15 15 14 14 13 PROP. 12" /' _ 13 WATER MAIN 12 — 12 11 - BORE & JACK 140 LF 26" STEEL CASING 11 10 0.312 WALL - W 170 LF 12_ DIP CARRIER PIPE RESTRAINED JOIN -10 SECTION "A —A" JACK & BORE DETAIL DOT STA 618+80f @ OMINI DR LOOKING SOUTH SCALE: 1 "= 20' HORIZ. 1 "= 4' VER T. R.O.W. LINE 16 0' R.O.W. LiNE a:C 4 POWER 14 _ EX ST GROUND 13 12 11 10 9 8 7 - 6 5 ___ PROP. 12" ---ou/ WATER MAIN 4 3 2 - 1 -- 0 R.O.W. LINE OVERHEAD POWER 15 --- 14 EMST GROUN 13 12 11 10 9 200 PR 8 TELE 7 --- 6 — PROP. 12" WATER MAIN 5 --- 4 -- 3 __- 2 1 0 11 NO I BY 96' ASPHALT PAVEMENT 1 2" BLOW -OFF DOT BASE VALVE ASS'Y SWALE _ LINE \ -----15 EXIST GROUND -- -14 i SET TOP OF CASING FIBER AT EL 7.0 OR TELE 36" MIN. BELOW---\ BORE & JACK 120 LF 26" STEEL CASING 0.312 WALL -- W/140 LF- 12 DiP CARRIER PiPE RESTRAINED JOINT SECTION "B—B" JACK & BORE DETAIL DOT STA 538+15f @ -13 -12 36" MIN. ---11 . 12" TEE W/ BRANCH _ 10 TURNED DOWN -PLUG TO 9 NORTH & 2" BLOW --OFF VALVE ASS'Y TO SOUTH --8 7 s - 90' BEND TURNED UP 5 4 3 2 1 0 JONES FISH CAMP ROAD (EAST) CLINTON CEMETARY ROAD (WEST) LOOKING SOUTH SCALE: 1 "= 20' HORIZ. 1 "= 4' VERT. 16 0' -- 9 8' - - -- 40' PAV'T SWALE SET TOP OF CASING AT EL8.0OR 36" MIN. BELOW-,,, BORE & JACK 120 LF 26" STEEL. CASING 0.312 WALL - W 140 LF 12 DIP CARRIER PIPE (RESTRAINED JOIN SECTION "C—C" JACK & BORE DETAIL DOT STA 474+75f ® ARIEL RD. SCALE: 1 "= 20' HORiZ. 1 "= 4' VER T. -R.O.W. LINE 15 EXIST GF OUND -14 - -13 i2" BLOW -OFF VALVE ASS'Y — 12 11 36" MIN. 12" TEE W/ BRANCH 10 TURNED DOWN --PLUG TO 9 SOUTH & 2" BLOW -OFF VALVE ASS'Y TO NORTH 8 90' BEND 7 -TURNED UP _ g 5 4 3 — 2 QUENTIN L. HAMPTON ASSOCIATES, INC. CITY OF CONSULTING ENGINEERS EDGEWATER RenStoNs DATE P'0. DRAWER 290247 PORT ORANGE, FLORIDA 32129-0247 904 761-sego VOLUSIA COUNTY - FLOW 0D U.S. FOUNDRY THD 48"02" DBL. DOOR PLAN 1AEW N I #6 0 6" C. C. E. W. W; ADD'L REINF. AT OPENING 011 F 4000 PSI CONC. Ll ' I' -EKING •� �-FLANGE EXTENSION (PIPE HANGER) 3' - O"O +0 FUTURE I W/ ALL THREAD RESTRAINT 4 PLACES 1 7/ 8' 8 SPOOL TYP. BOTH VALVES. RESTRAIN TO CONC. , :2 5'-7" PIECE\ 8' METER VAULT w/ NUTS AND WASHERS. - - FLOW OD CONC. SUPPORT gLINK-SEAL • TYPE CLOSURE -- ------ #5 O 12" C. C. E. W. LRESTRAINT COUPLING SECTION VIEW CONCRETE VAULT DETAIL 80 FLOW METER AT STA, 106475 SCALE: 3/8" = 1'-0" METER TO BE INSTALLED AT LATER DATE. NOT PART OF THIS CONTRACT. FITTINGS 2- 12"x 8" M.J. REDUCERS 2- 8" M.J.TEES 2- 8" M.J. 90' BENDS 3- 8" GATE VALVES 1- 8" RESTRAINT COUPLING EXHIBIT E (CON1-'D) 10 Y114- 10 MIN ll7 YIN YuNOL11HIC sue f EXHIBIT E = MIN r YIN. TYPE S 311r- ASPHALTIC CONCRETE TO MATCH EXISTING PAVEMENT. MINIMUM THICKNESS 1 1/2" COMPACTED, or IN PAVT EDN11 REPLACEMENT NIN PAVEMENT JOINT General Notes: IN �AVEMcNf T o" � YIN PAV(►�ENT ," PAr(YENT MATCH EXIST, WHICHEVER IS GREATER. aITC►i WIDTN fw)+4- / SURFACC RLPLACCNCMI Base and backfi l l materials-L SVRFACC JOINTS s�RSACL-.,� REPLACCYCNT GAS{ shall be either of the same EZISTIN� -��� �� �I 41-v type and composition as the PAVEML141 ,EE apt AI10N CRITERIA materials removed, or of equal �o or greater strucuural �ade- quacy. Materials contaminated (r } 1 ; with deleterious substances ' S -1..5 -` S<< LCCAIIUN during excavation shall not 01h, VARIES C iTCRIA be used. II I VARIES i2" uu+. h t f Replaced base material over REPLACEMENT OF CONCRETE PAVEMENT y ditch shall be twice the FOR PERMITTED PAVEMENT CUT thickness of the original ` C)IAr VARICS base. TI VARICS it MIN. LBase material shall be placed DENSITY PROCEDURES: Stage #2 REPLACEMENT of FLEXIBLE in two or three layers and The backf i l l for the first and The permittee shall obtain a well - PAVEMENT FOR PERMITTED each layer thoroughly rolled second stages shall be placed compacted bed and fill along the PAVEMENT CUT or tamped to the specified density. in 6" layers (compacted thickness) sides of the pipe and to a point and shall be compacted to 100% of indicating the bottom of replace - Asphalt concrete pavement DENSITY PROCEDURES: maximum density as determined by merit pavement. The backfill for the first and joints shall be mechanically AASHTO T-99. second stages shall be placed sawed. in 6" layers (compacted thickness) Surface treatment pavement Stage #1 General Ilotes: and shall be compacted to 100% of maximum density as determined by joints shall be lapped and The permittee shall provide AASHTO T-99 Method C. feathered. 1. 3000 lbs./sq. in. concrete, by adequate compacted fill beneath the haunches of the pipeusing use of Nigh Early Strength Cement, , Stage #1 Surface material will be to be used for replacement, or consistent with the existing mechanical tamps suitable for this other approved high strength, fast The permittee shall provide adequate surface. purpose. This compaction applies set materials. to the material placed beneath the compacted fill beneath the haunches haunches of the pipe and above any 2. Concrete pavement joints shall of the pipe, using mechanical tamps LIMEROCK, SAND -CLAY, SHELL, ETC. bedding required. be mechanically sawed to conform suitable for this purpose. This BASES: with adjoining slabs. compaction applies to the material placed beneath the haunches of the 6" Layers Compacted Thickness " T 3. Backfill materials shall be Density Requirements: PAVING REPLACEMENT COSTS INCLUDE either of the same type and compo- pipe and above any bedding required. RAISING ALL MANHOLE FRAMES AND sition as the materials removed, o 98% Under Roadway LIDS AND VALVE BOXES AND LIDS realer structural or equ al ual Stage #2 To FINAL ELEVATION PRIOR To 1 9 95% Outside the Traveled Roadway, RESURFACING.., adequacy. Materials contaminated The permittee shall obtain a well -compacted Such as Intersections, Cross- with deleterious substances during bed and fill along the sides of the pipe overs, Turnouts, etc. excavation shall not be used. and to a point indicating the top of 95% Shoulder Pavement DEPARTMENT OF TRANSPORTATION D. 0. T. ) sub -grade material. METHOD AAS11T-0 T-180 PAVEMENT REPAIR PROCEDURE FOR OPEN CUTS DESIGNED B T B DATE SCALE SHEET NO. DRAWN T S DATE AS SHOWN SOUTHERN SERVICE AREA D ETA i LS CHECKED B T B DATE APPROVED DATE JOB N0. I FLORIDA 12 INCH WATER MAIN EXTENSION - OF 12 SHRINK GROUT NOTEr BORtraG �. JACKING Ta BE !N ACCORDANCE �1/ FI.A, D.O.T, SPECS. CONDUIT CROSSING R.R. OR ROADWAY DETAIL TYPICAL R,R, DR ROADWAY CR❑SSING NOTE+ CONDUITS GRUBBING R.R. DR ROADWAY NOTES £ HINTHUM COVER FDR TOP OF CASING ON ALL CITY STREETS SHALL DE 3.0' >•. CABINS FO'R F.E.C. CROSSINGS SHALL BE INSTALLED 1N ACCORDANCE VITH F.C.C. REOVtREMENTS. 3• FpR HiNItM.M CDvER ON ALL STATE AND f:O'11NTY R[TnT►S VITNIN T►IE CITY LTHtTS PLEASE REFER TO T►HEIR RESPECTIVE AUTtKjRITtEs. 4. TI'� INSIDE 1)IAHETER Dr 1►iE CASING PIPE SITALL BE A Ntr+l►�t.1*t Ix � FtICTIES GREATER THAN T►IE OUTSIDE DIA►t£1ER D!F' T►iC• CARRIER PIPE FELL DR CCAJPLING. S. TNT] OR MORE TINdER OR METAL, SKIDS S►IAt_L BE SECURf.O TO THE CARRIER PiPE VIT11 STAINLESS STEEL SANDS, CLASS c-3Q OR c-3US SKTDS SHALL BE Ili- 4'-0' LErrC,iii ADJACENT TCT T+IE BELL ENS AllD AT THE MIDPOINT Oi EACH LENGTH pt T►iE CARRIER PiPE rUR PIPE SI.R'PDRT, 6. IN ADDITION TO THE SUPPORT ARRANGEMENT 0T" PRESSURE TREATED TiMBER OR METAL SK10S, THE CONTRACTOR S►TAIL PRpVIDE 4-POUT LD►IG SKIDS FDR EACH LE►tC,tN DF CARRIER PIPE AT TIfE S:'R1++G Lf►rf A>ID DN lt]P ADJACENT TO THE BOLL END OF THE PIPE TD PREVENT LATERAL QR VERTICAL OISPLACEH£NT. 7. ROTATION t]F CARRIER PIPE INSIDE Tilt C�SftiG PIPE VILE NT1T BE PERMITTED. HEC+IA►11CAL DR FLANGED JQINT PIPE SHALL 1!E USED TO I1ELP PREvCNT SUC11 ROTATION. fl. THE' C[JFITRACTpR SHALL SlJ>iMIT S►IOP CRAv1r�GS Uf' CASttt(; AND CARRIER PIPE INSTALLATIOrT iUR APPROVAL PR1131Z TU FABRiCATI[)N Dr Plplrlr,, CASING. A1JD APPURTENANCES. CERTIFICATION [3E" CASING PiPE IS REaUtRED. 9. GRDUTI�K", OF SPACE •ETVEEN CASING AND CARRIER PIPE REQUIRED LN+IESS NEGATIVE FIOTAIUN ExiSTS. 10. NEEDING OF CASitlG PTPE TO LIRE DOttE BY CERTIFIED VELDER . ALL ENDS OF CASING PIPE SHALL DE CriAtiFERED PRIUR TO ANY NEEDING. il. SEAL END DF CASIrIG PIPE vTTN CONCRETE. 1"MAX. MEGALUG RESTTaAINEO . ""-"-'-" � � G I, A r l fl F. A C 11 ENO U R APtJR OVE 0 EQUAL % 1 iC rJ 5 �'' �'�.'la�� � I ► � � I ` - - �I� �1 1 � o P . EXISTiMd',�=�� � I_ WRIER MAIN N+AT E R rr1AiN tS � - tz' � , MIN. SLEEVE OETA I L rt PE SrAer ER ..._ f!' 4 I 1/� � lA A� - .. AR A >L . r I � � ETCISTTNG WATER � � PpOr WATER AtAIN 4AIN SPACER REO�D, COUPLING COUPE 1 NG DETAI L (ABOVE GROUND OR VAULT IN STAI.LATION ONLY ) F{HIS►�D GRADE .:c` VARIES _ � ExIST P.v.C. � ( FULL LENGTH ) RESTRAINED JOINT 43' D.I.P. BENDS (� REt)'1�) NOTES+ - LOVER1fIG DF EXiSTINr VATER MAIN L FORCE RAIN BY DEFLEC11f7N METHOD ACCEPTABI_tE Ir ExISi. FIELD CONDITIONS PERMIT - LE►KTIa QF SECTION RASED DN HINI►/lJN LENGTH AS DETERMINED BY DIPRA RESTRAINED JOiNT MANUAL. - ADDITIONAL RES1RA1tiT TO BE PROVIDED AS REQUIRED. STORM DRAINAGE PIPE CONFLICT DETAIL REVISIONS txt�t r.v.t,. ( E'ULL LENGiH ) /Ill[R P■ff[f ROD 011. R : ■ �.• .�rf' `,. t,�- ��• t �o,o Root nr•w•>s .. tou•i ri■' [ �o�o r.oT Mfg v IOu•L CASING BUTT JOINT WELD r.r.s. DETAIL 19'x18'x�' THICK COrrC. COLLAR -- ADJUSTABLE CAST IRON VALVE eUX CUvER AND LiD ExTENS10N STEM VITH 2' SO. VRENC►1 rn1T Ar+D UPPER GUIDE --� REQUIRED FUR MlIRE Tr•lAN � FT. DEPTH - D2 DIA. 01' CASING PIPE SEE NUT£ 3 SEE NCITE 6 FDR THESE Sx1DS tDETAiL V-i5> 2' DR 3' HIN. CLEARANCE • SEE MUTES STEEL CASING PiPE, NEEDED � BELL CIF CARRIER PtF'E ANSI STD. A-2t.51 Di' DIA. OF Ar[NULAR SPACE SHAH. CARRIER PIPE REMAIN EMPTY, SEAL BATH ENDS VIT►i 12' THICK CLASS 'C' SECURE TiHDER CONCRETE PLUGS OR META!_ SK10S 1. THE CONTRACTOR SHALL SUAHiT SHOP DRAVINGS Df^ CASING irTSTALLATION TO f�rIGINEER irDR REVIEv PR iI]R TU INS TALLA T IOtI 2. SEAL BOTH ENDS OF CAS1t1G V/ 12' GROUT < MINIMUM 3. ROTATION OF CARRIER PIPE INSIDE TILE CASIrJG Ull_L NOT BE PERMITTED CARRIER PIPE AttD CASING PIPE SIZES (M1rJ.) CARRIER PIPE NUt1. DIA. (DI> 4 14 6 16 8 I 10 22 12 24 14 30 16 30 1Q 3 20 36 24 30 48 36 54 42 60 �fl 66 CASING PIPE MOM. DiA. (D2> 36 VALE THICKNESS-1NC11ES * .PER AUTHC)RITY NAViD1G JURISDICTION r VITHIN PORT ORANGE R/V USE CURRENT DOT STANDARDS CONDUIT CROSSING R.R. AND ROADWAY DETAIL SET TfTn T3E VALVE BOX TO r it�ISl IE D GRADE t rLUSH DC CI]NCRETE C(ll_LAR. 'vn1ER' ON TUP f= tRt BAR ALL AROUND � x n. 1 6' PVC r W _SLEEVE Q o vAL vE BOx i►InPE RECLAiNCD VATER - POTABLE VATER - _ O tt►tr•t�.r, •v.,ta• aR •i►rtt.•iMro v•rCa• Ow rp► 1 NO lM PRESSURE �1 _ MAIN (` � � _ .� GATE VAt_vE (AVVA C-5D0) PuECnS 1 DLUCK t)R RESILIENT VDGGE VALVE (AVVA C-509) � • OR APPROVED ALTERNATIVE NOTE RCTD All T[) iCE V11ERL A►'i'L1CAilE[. BUT TERELY VALVE VALVE �, VALVE DETAIL I30X DETAIL Ti1RUST BLUCK U.S.F-. NO. 655 FOR TEE R.IrlG 8, COVER �,� " �` "� Y��/��" UR EQUAL 3� �' �� . � . ���.� F. G. � ��! ExJSTING PIPE :�� . , �z• NAPPING SLEEVE �� NEC►1. TYPE i- - �TAs,PIr+(-, VALVE �,� VALVELBOXViTN S' OC K 2' AiR RELEASE �� VALVE. DOI�BLE STRAP SADDLE WITH COR P STOP 81 i'-D' z•-o• � ,1•-0• GATE VA LYE . N(1L E AIR RELEASE \/ACNE PIT DETAIL FINISHED GRADE 36" DF CUVER HIN. BUR ALL PIPE ►- 20' D!P P.C.3!S4 JQINT CENTERED ON DRAIN 6' MINIMUM STORM DRAINAGE PIPE D.I. PIPE TU BE DEFLECTED BACK TD 36' COVER AND JOINED TO P.V.C. VATER MAiN (TYPICAL B01N SIDES Or' DRAIN> STORM DRAINAGE PIPE C❑NFL ICT DETAIL QUENTIN L. HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS �7E P.O. DRAWER 290247 PORT OR/WGE, ftDRtOA 32129-0247 904 781-6810 TAPPING VALVE � SLEEVE DETAIL � � f� � ,� CROSS WITH PLUG a�� O /l TYPICAL SECTION - � �� .� 45' BEND & SMALLER 90' BEND EDGE OF TRENCH <TYP, ALL DETAILS) CONCRETE THRUST BLACK (TYPICAL ALL DETAILS) VALVE ` � VGOD BLOCKING _ o �--� :� � � � (TYP, ALL DETAILS) PLUG (TYP, ALL DE1"AILS) STUB DUT DETAIL - PLAN VIEW T�-CRUST BLOCK DETAILS L - MIPJII�AU+A LFNGT}I TO f3E RESiRAirlED CnJ EACH SlL� i7F FiT'TTNC (f7.) >'1� �1P� CLAY � COHESIVE GRANULAR 1�AT SA�1D SILT. MUCK, PEAT SIZE ELBC�YS (deg�� v�;s EL90�15 (deg.} r -22'' r'•�s ELBO'NS�deg-} � YTE1:8� _ �LBC?MiS (�.) j Y � t i'' 22'./, i5 1 g0 � DE+cD T 1'/ •t5 9t) j1Eap it t� �'' 4 � i /t122 5 9ti Dt�w T>>,� ti ,5 9 0 i DfAtz a z c�rtas * t �rros � , tJ�us ,�22,a f:�s 2 I 2 3 � 5� 4 2 3 4_ 7 6 2� 3i 5� 8 8 21 4' 61t1 9 � z 2 �s 7, � 3 aI s� ~�� � 3� �� �+To+ s 3's� a.T3 To 4 Z 3� 5 8� 6 3 5� 7 T1 $ 3� 5 8-1�-i--2--��_9_ 4 � 8 T1 � 17�13 . 6 3 � 6 9' 7 '_Ili 4 6 9 14 . t1"1 4 � 0{ T 5' i t -�F j 7 1�. 2: 15 _8__ 3 �_. 2 8 - ; � 7 TT ig 13 4 s 7 13 ! 2©' Ta _5_ I t0 : 16 28 TS 1p �t is 9 ; �13 t1 5 TO 15 ' 22 i5 S�_9 E 15 , 25 � T8_ _ 6 f tT 20 2 7 T4 21 39. _22_ 27 '2 4 8 11 � 1S t3 & TI T7 25 � t8 6 1 ![) ' T7 ! 29' 2I VAL,UEj FOR "L_ AItE BAaEII OrJ PtiK; Pi�E AT 15Q PSI OPERAT1r.IC PRE�URE IAIITii A 100 PSI S;1RtaE ALLCWAtiCE �hGLUL�ED. WT1EN tlEPTTi OF SOIL COti'ER iS LESS THAN 2 FT., YALL'E5 FOR "L' MUST 13E INCREASED BY 30Z WHEl4 OEPT}t CIE' SCjIL CUVER 15 '.1:55 h1AF! T/'2 C1T' PIPE ot1T'51DE DIAMETLrR. VALUES FOR "L" MUSr BE INCT2CASEO 8Y 100 w W►iEN PIPE tS PARTiALL'f QR TULLY EXPOSED. AEI.. ,JOlNrS MUST F3E RE5TRAtNED. NOTE: DUCTILE TRQN PIPE RESTRAINT JOINT FITTINU SIIALI. BE RESTRAINED USING 'DIPRA THRUST RES'I'RAIN'T DESIGN FOR UUC'TiLE IRON PIPE' GUIDELINES, FOR TILE PIPE SIZE. LAYING C+QNUITION, DEPTH OF COVER, AND PRESSURE UTII.I7.ED" POLYWRAP PIPE RE(�UTRES ADDITICNiI�L REST"RAINED JOINTS 1N ACC�URUANCE WITI# UII'RA TABLES. PDTAgIE VATER _ CDr+CREtE VIT�I METAL LID R£CLAINED VATER - !ROOKS rlloo METER BUx (PURPLE) ...,. � sr PURCHASE D ITY) LASS GATE �E ' G.I.P. 1HREADE D 'YPICAL) ST BLTJCK rDR 9d BEND NOTEt PR{7VdDE ATLEAST ONE RESTRAINED JOINT IMMEDIATELY UPSTREAf�1 OF BLQW-OFF AS� PER LATEST DIPRA RESTRAINED JOINT CALCULA7IC}NS. 2 '- BLEW DFF DETAIL THE CITY OF EDGEWATER VOLUSIA COUNTY, FLORIDA 2' POLtETH1LENE SERVICE L1trE < BLACK ) SERVICE SADDLE 2' CORPORATION STOP THRUST DLOCK NQTES+ T. THRUST @LOCKS SHALL BE REQUIRED AGAINST UNOISTUR9E0 MATERIAL. wnERE TRENCH WALL HAS BEEN OISTUReED, ExCAVATE ALL LOC)SE MATERIAL ANO EXTEND TIiRUST BLOCK TO UNpISTUR9ED MATERIAL. 2. ON TEES AND BENDS, EXTEND THRUST BLOCKS FULL LENGTH OF iiTTINC. 3. BACKFIIt SiiAll CONSfST ENTIRELY OF CLEiW SAND AN0 ROCK iRAC1.iENTS. ANY DUCK ENCOUNTERED SHALL BE REPI�CED WITH ACCEPTABLE 6ACKFILL MATERIAL. 4. ALL THRUST BLOCKS FOR PIUCS SHALL HAVE A RENT REINFORCING BAR CAST IN PUCE TO FACILITATE CONCRETE REMOVAL. S. POLYET►nIENE ENCASEMENT REQUIRED FOR ALL FITZtNCS AT THRUST 9LOCK5. d. CONTRACTOR S1IAlL DE RESPONSit3lE FOR PROPER APPLICATION OF A►1CHOR�CE SYSTEM TO PREVENT AAOVE►•+ENT OF PIi'E hND FIT1iNCS. 7, T►tRUST BLOCKING lS REQUIRED WHERE WATER MAINS ME TERI.IINATEO AND AT All 6ENDS. THRUST BL❑CKS SIZES CN1INIr'1UM) TRENCH PIPE 90' BEND tS' SEND zz t�r�tN it v�-ItNo r,�ucs ► ucz ANC►KM f r �K t [ ■ vim• ■.o .,Rc f[ .. nv nat K.■ w� ,.■t 1[..■ wG ..rf ft •■ w .+t.• nn 1 t K ♦rr tv.+ halo rv•n++ w ,wean sw►•c rsc sausj rsn sawc retr sa�wc rccr sawc rctr sa►,.•t rcct vtarH cm.i■ t f i f 1� rr_ tt � ♦ � ON AIL LARGER D1A1�E1ERS USE BOtTLESS RESTRAINED JOfrITS OR I.tECALUGS I+,ftf l0r f}t /.2.t Rrtr■•w. rRtISuK w+f e+.+ ISI. !OK fcw■1N. V■cut 4RCrr.17r n1.rOVw,al r,r[ •■tA •fM-0/t z a w v a W t'-4' L STANDARD DOUBLE STRAP TAPPIr+G SADDLE C0�1h1ERCIAL WATER SERVICE CONNECTION DETAIL v NT iQ LE►rGiii Dr EN�� M N P.C.35O DUCTILE IRON ' VC SEVER 'vC SC VCR �_____,_ S T A D A_ E S S C S 11C C L Ct Arw S. �r fERNCq DR APPRDvEp E OVAL. PvO ►+ET►+nD DUCTILE IROr•I ALTERr�ATE TO COraCRETE SEVER ENCnSE�IErII 'A' DRAtt1AGC OR VATER DRAINAGE' PIPC FULL Ct)rsCRETE UR vA1CR ENCASEMENT PIPE SAND CUSHION � H N ..... ..... � o .... .... .. ..,... r H .. .. .. .... .. .. W A .... ..... .... ... ■ VALE .� � w .. INt[Kr+tSS � � ,�,� SANITARY SEVER CROSSING Tn •E vz � U�.- � PIPE D►A11. ... .. .. �Z`^ OR L 1N. ........ < o ...' .'.... ..... .. . ii GREATER � T TP. lrOrrCRE TE PAD SECTION 'A' -'A' I SUPPTWTS PEk LENGTH Df PIPE --�" ,A, 1ET'URE POURING RCM�INDER j� ENCASE++EHT. NOTE Al.l CONCRETE S►IALL BE 20'-0' r[TR VATER CROSSINt; - z.Soo Psi MINIMUM ze DAYS b'=b'-7d�fifAiF�nL�LRUSSI STRENGTH ELEVATION VATEtt MAIN 211ALL fi IQCAT£D ArOvE T)R SCLOV ENCASEMENT AS SHDvN D►/ Pt_ANS DR IXTCRMINEO IN Ttt flCl4 USC ENCASEnENf V►cCRC VERTICAL CIfAACNCC ICTVECN VAiER NATN AHD SC VCR IS IESI T►uW TY INCHES. roR ACT. DIJCTiIE TRpN PIPE MAY lE IJSCD IN llttl is CONCRETE (rKASCMCMT Al VA1ER LjNE CROSSIraC� V1T/1 A (.ErK;iN Ch PIPE CE►+TfRtB AT THE POINT ❑C tRnSS1Nra SO AS TO LOCATE JDINiS AT A MAxIMUM DiSTAitCE IRON T►tE vATCR E1NE�r SEWER CONDUIT CRnSSING R/V LJrtE DOUBLE STRAP SADDLE 'rORD' STRAIGHT )ALL / METER VALVE < B± ACK ) 3/t• POLYETHYLENE TUBING 0 ]!t' CORPORATION STOP Sit• VATER M>E"TER PLAN �- SINGLE SERVICE � PIT BT OTHER$ ' VATCR MAIN 'FORD' STRAIGHT BALL METER VALVE - 'FORD' ( r-1100 ) 1' CCRPORATICN STOP ' Ct3+'MOr+ SICE i' PC1LrETHYLE►+E TUB1rrG �- � L01 Elrl 'U' BRANCH DOUBLE STRAP VALVE ASSEl+BLY ]/t' VATER SADDLE METER l PIT PLAN - DOUBLE SERVICE Br DrNER; I'-D' r(n. GRADE TTP. 1 �• VARIES �:� � ]/t' VATE? t5' METER f, PlT _,.}_ TYPICAL SECTION �Riv LtNE tr OTHERS WATER LATERr'�L SERVICE DETAILS HYnRMIT Extf•NtlONS AS REAUTRE D ! UR ADDIIIDr�AI DcPT►+ 0� BUR r � o' VaaIES [' TYPICAL yREAx AVAr TrFE HrDRnNi VITH PU►+PER NOZZLE t"ACiNG STREET I USE MUFLLER A-t23 OR MEDALLION AVVA STn. CS02 OR APPROv D EOUat_. VORD 'VATER' ON COVER � AT riNISt1ED GRaDC °c o a 01 a �: C DGE Cl< P A v£ NE N T � r 6' i , f r r r rIIi r�i �rrl-�ii t t t t�i ITr� � It,��. 1�.� 1 ADJUSTABLE CAST CONCRETE COLLAR CAST [N IRON VALVE BOx REt?. iN UNPAVED PLACE AND LID AREAS C[Tr�CREIE MIN. 12' F--- 6' PVC 1HICK T►IRUST EIDCK SLEEVE rUR TEE USE ORIOLE RODS j�' 6' GATE TO PREVENT MUvEHENT vIS U£EN VALVE VHENEvER HYDRANT �� TEEvA EClk+C. 6'-D' OR LESS / HECNAra1CAl fRDM VALv� i �� JOIN T / 6' PIPE ��� i��; �j MECHANICAL % 1� SHnPE TRErrCN TO JOINT r!���-�j � ; MECHANICAL JOINT PROVIDE FIRri / •� .��% ��'' !, ArrC1{flRING TEE SUPPUR T � ��� '� VRAP JOiNT ViTH � � ��'' cCLOV r-l27) �l AND vAL�E viSOUEE►1 8Ef ORE � //,� POUR (TYP.)/ � �/ /� f �i �. NOTf.St CAS1 iN PLACC 1. NrDRANTs SHALL tE tN' TH£ CO►+c:RETE POUR AGAINST SELr-DRAINING TYPE. UNDISTltRBED 2. HYDRANTS 1D BE PAiNTCD TRErrCll BANK TO CITY STANDARDS. FIRE HYDRAf�lT ASSEMBLY DETAIL sw i i _ ' � POl_YETNYtENE TAPE 'COrsrl►II�CtUS' ?r' 3' ,rrdth / IDENT1rY1NG PRUIiING _ �-! (CAUTION �URIED VATER LINE BELOV) (CAU1lOrJ BURIED fORCEHAIN BELO`a) (CnUTII7N BURIED RECLa1MED VATER LINE BELOV) PIPE) •TERRA TAPE D' tx- StMItAR SOUTHERN SERVICE AREA 12�� INCH WATER MAIN EXTENSION LCICATOR TAPE INSTALLATI❑N STANDARD DETAILS WATER MAIN NOTES: 1. THE CITY'S PUBLIC UTILITIES UEPARTMENT (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 b STORM SEWER CROSS WiTH LESS THAN (18"j VERTICAL CLEARANCE THE SEWER WILL 8E (20'} FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASE PVC CENTERED QN THE P01NT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAiN A SEPARATION OF AT LEAST TEN (10'} FEET SHOULD BE MAINTAINED WF�EN PRACTICAL. , 4. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES 1•IAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. IT SHALL BE TF�E CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PRESSURE 7E5T THE WATER SYSTEM AT 150 PSF 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 ANO BRACING SHALL BE PROVIDED AS REQUIRED BY 'FLORIDA TRENCH SAFETY ACT". 6. DEWATERiNG SHALL BE PROVIDED TO KEEP GROUNDWATER EIEVAT10h 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, CODUINA, ETC.} REMOVED ANO REPLACED WITH CLEAN GRANULAR MATERIAL. 8. TRENCHES SHALL BE BACKFiLLED WITH MATERIAL ACCEPTABLE TO THE CiTY WITH A MINIMUM COMPACTION OF 98 PERCENT (AASNTO-T1801. 9. !T SHALL 8E 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 FINISEi 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 h1AIN". 11. AlL SINGLE RESIDENTIAL WATER SERVICES SHALL BE 3/4' AND DOUBLE RESIDENTIAL SERVICES SHALL BE 1' POLYETHYLENE TUBING SFIALL BE USED, POLY-BUTYLENE SHALL NOT BE ALLOWED. (BLACK iN'COLOR) 12. ALL WATER SERVICE ENDINGS SHALL BE MARKED WiTH 2` X 4" LUMJ3ER (PRESSURE TREATED) EXTENDING 4 FEET ABOVE GRADE, WiTH WATER SER�#CES SECURED 18' ABOVE THE GROUND. 13. WATER VALVES SHALL BE PLACED AT All STREET INTERSECTIONS AND AT MAXIiti1UM SPACINGS OF 1000 FEET. 14. APPROVED WATER VALVE TYPES ARE TFiE 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. 7APPiNG VALVES WITH MECHANICAL TAPPING SLEEVE. 15. ALL WATER SERVICES SHALL BE ADJUSTED TO FINISF� GRADE AND THE CAPS PAINTED BLUE TO h1AKE THEM PLAINLY VISIBLE. 16. WATER VALVES SHALL BE COMPLETELY OPENED BY TFIE CONTRACTOR UPON FINAL ACCEPTANCE OF NEW WATER SYSTEh1S IN THE PRESENCE OF UTILITY DEPARTMENT PERSONNEL. 17. ALL FIRE HYDRANTS SF�ALL BE CONSTRUCTED TO MAKE THEM EASILY ACCESSIBLE TO FIRE PERSONNEL IN CASE OF A FiRE, THE MAiN VALVE SFi0Ul0 ALWAYS FACE THE STREET ANO BE 16-18" ABOVE FINISHED GRADE. 18. ALt WATER MAIMS SF�ALL BE NSF -APPROVED FOR POTABLE WATER USE, AND SHALL NAVE MINIMUM COVER OF 36" INCHES. iN SPECIAL CASES WHERE IT IS IMPOSSIBLE OR INAPPROPRIATE TO PROVIDE ADEQUATE COVER, D.I.P. P. C. 330 OR ENCASEMENT MAY BE USED AS APPRO`ED BY 1 NE CITY. 19. WATER MAINS SHALL BE AWWA C-900 CL 150 OR O.I.P. CLASS P.C. 330 STANDARD CEMENT LiNEO UNLESS OTHERWISE APPROVED BY TFIE 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 SFIALL BE MARKED WITH A '/1" SAWCUT INTO THE CURS OR BY METAL TABS SET INTO TILE PAVEMENT. 22 ALL WATER VALVES SHALL BE MARKED WiTH AN "X' SAWCUT INTO TFIE CURB OR BY h1ETAL TABS SET INTO THE PAVEMENTS. 23 ALL UNDERGROUND VALVES SHALL BE INSTALLED WITF� AN AOJUSTABCE C.1. VALVE BOX TO GRADE WITH CONCRETE COLLAR IN UNPAVED AREAS AS PART OF THE VALVE BID ITEM COST. 24. THE CONTRACTOR SHAH COORDINATE THE CONSTRUCTION OF WATER ANO SEWER FACILITIES WITH ALL OTHER CONSTRUCTION AND S►IALL BE RESPONSIBLE FOR LOCATION OF AND PROTECTION OF EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION. 2S. IT SHALL BE THE CONTRACTOR'S RESPONSIHfIITY ANb TILE CONTRACTOR'S EXPENSE TO PROVIDE THE CONSULTING ENGINEERS WITH "AS -BUILT' DRAWINGS OF CONSTRUCTION PR101t TO ANY USE OF TILE SYSTEM, DRAWINGS SHALL CONTAIN SPECIFIC LOCATION OF ALL WATER MAINS, VALVES b, SERVICES. DESIGNEfl 6 T B DATE DRAWN T S DATE 5/ 9 4 CHECKED e T B DATE APPROVED DATE �� SCALE SHEET N0. as sHowN J08 N0. �� OF .III