Loading...
Park Avenue - Utility Relocation Plans - 06-24-1991 - Sealed 08-02-1991`• t FOR MAYOR — TANYA B. WESSLER COUNCILMAN — KIRK E. JONES COUNCILPERSON — LOUISE MARTIN COUNCILPERSON — NORAJANE GILLESPIE INDEX , •-Vjr 7 COUNCILMAN — MIKE Da HAYS _— — COVER SHEET 29 ` �� y �;At 1~�� ,�• i Y``;�. : 4 chrplar KEY MAP AND NOTES ��� \ 1�:�' ��� ( + .,�✓ qt �Jaekaonvitla all 4\`Vtv � STA. 0+00 TO STA. 5+00 - �—� (�� Q,\`ytFr .,; `` CITY MANAGER — FRED MUNOZ 't STA. 5+00 TO STA. 11+00 .%'' + \•-•• ''t�J �\ `� '�1 Daytona saach �, .� puenc - PROJECT — r o PAL;�dbewater " STA.s8+94 UTILITIES DIRECTOR TERRY A. WADSWORTH STA. 11+00 TO STA. 17+00 zy ':> �.�a �0 •1. \ ` Edgewater t " • " ' ' g 1 r b. •' 'l� �' M' '+��. Sa-n pt . \LOCATION �' A. :,� ' ' CITY ENGINEER —GATES CASTLE STA. 17+00 TO STA. 23+00 o.� ;; , /�.1•,. _ •oOF PROJECT STA. 23+00 TO STA. 29+00 £ ����..'••• " ' �• �'''�` Da r t oar ,., • \ • \ STA. 29+00 TO STA. 35+00 BEGIN ` �`'� corn PROJECT�' STA. 35+00 TO STA. 41+00 STA, 4+55 ��� ��� . _ `� �;�• :,����' �_ � � : � any •1 � ,l �`J � �$•' ti'••'� \ \\\ STA. 41+00 TO STA. 47+00 n r ! "', ` ,y�� ' —�' ''� • 3;1 �` Ft. taua.ra.r• STA. 47+00 TO STA. 53+00 0 ! '� ' • ` i t. Th�) if `••�. amr STA. 53+00 TO STA. 59+07 STANDARD DETAILS r` V VICINITY MAP LOCATION MAP J 1 � G rALIT PREPARED BY • a •• �r �� _ V , - PA R K AVE UTILITY REL? PROJECT NO. 41OU DATE: JUNE 24, 1991 4 w 0 m o a Y Y W w V U a W <W 3 Z w > Q+ O cc fn d Q O~C Z o Q m mma ui a. 0 0 Z Z w F- 0 } f7 W Y V w 2 u Z O W a .�00 LLI W Z ~ W o u O c w w w V G at 0 Q rr a a C� m v~i W Y 0 W 0 o W Z Z I I I I e o 1A ��w o� /- i2CATEIC,4L / - /2'/ G. V 4- GO VE"2 2 Co,eP s ToP v. I 15 I I I / - /2 "A,/-/) TA SL EE E W/ VL4 L VE, /OVA T_,--,C L /1/E /S TO 8 E 4 L3A 1/OONEO /3 0 X �4� Go VET /A/ F'L A G E TO T/-/E / 5 O L 4 7_/O /V V4 L l/E A 7- /- /2'/ x 4 5 0� E NO / J &''C //VE To �3E A5,4/VOOit/E/� 7//E EVE /NTE,2S�G T/O/V OF �A,e,e ,4 (/EN[�E - i2" LUG / /rVs Tel L: L B " /,=;7Z UG A /VO A /12 /!:�4 AL21e 0,C / cif \_rj /--!/G G goo r—�— 2.5' 70 Z3 E ,e�MO I�EO 1,V7AG7- f 0 00 1400 zoo 3400 ¢foo CHARLES E. BURKETT & ASSOCIATES, INC. PLAN & PROFILE DESIGN JHH SCALE 1"=20' HORiZ- PROJIECT NO. 41OU PARK AVENUE =5' VERT- CONSULTING ENGINEERS DRAWN RGG 309 OAKRIDGE BOULEVARD, SUITE E. • P.O. BOX 2689 DAYTONA BEACH, FLORIDA 32015 (904) 258-1338 IVOLUSIA COUNTY FLORIDA STA.0+00 TO STA.5+00 CHECKED CRB DATE JUNE 24, 1991 SHEET NO. 3 OF 13 W F- Q Q r m W W Y Y W W V U a W3 W 0 C z W > a~- O a V D a Q c~e Y 4 4 o m L 0 0 zZ W 0 m 0 W Y V W v Z O 0 Y ~ 0 0 W W Z H V O L W 0 N Z W e W � V G c>c ~O Q oe (n a Q oo W Y 0 0 LLI °L o a. z z 614 0 "),- /Z "x /O7-EE /Z"G-v /'v/ /30X � GOVE� !rv/ I /49 Z- /Z " /" VG 6.900 I kv TO aE �o I A 64 NDOA/ 75 L lc --- - -- - -- -- - - - -- -- - - L - /o" G. v w/pox I ,� I Z � !�/ LF�g ter 60 VET - - - - - - - - � G 5 / I / - /0 ,. �Z- L16 /'v/ I - L A S 5- / 7 L F�- �I/G I / Ox �OVE,� `� ' 9oU / - 8 "x to '� TEE " v W/ f3oX Q ( I I ( I I / - �'� �// 455MF3L Y � GO VET Q I I G. v //v 41� 7 / A /t e 4 ✓ / e, D / / ti IW ABANO�N //V PLA GE 9 -------------- 4 Z 3 _ /O ------- ---------------- I f r r O " 0 �I I Lm- — — mod -- - -- - - - - - - — — - — ' — -- — — — - — — aF- - -- - - - -- --- - ---- -- — y - - - — - — If 5�00 �o0 '7 Do 8�pp goo 1040o CHARLES E. BURKETT &ASSOCIATES, INC. CONSULTING ENGINEERS 309 OAKRIDGE BOULEVARD, SUITE E. • P.O. BOX 2689 DAYTONA BEACH, FLORIDA 32015 (904) 258-1338 VOLUSIA PARK COUNTY AVENUE FLORIDA PLAN & PROFILE STA.5+00 TO STA.11+00 DESIGN JHH SCALE 1"=20' HORiZ- 1"=5 VERT_ a PROJECT NO. 41OU DRAWN RGG DATE DUNE 249 1991 SHEET N0. 4 OF 13 CHECKED CRB NO. DATE REVISIONS BY W r C r U] W W V U W W V U W3 W Q t C W > O O OC Mi a Q Ix Y Z oo a I co W CL o Z Z W a 0 0 W Y u W V N Z _O H � Q O W W Z V O uj p Z Wuj W n V G oc O Q Zo a (7 rc v~i W Mol d m 0 w p o Z Z W 0 m W W W W V U p w ?� W < p < }. W u- > O v=i10 a Q c~e Y Z ° m mma uj ILM o Z Z W 0 G W Y V W V V) Z 0 p Q W F U w Z W H U o � Lu p Z p w G " amic r Q p D aa Y W O O W m 0 w 0 o d. Z Z 0 i � z 25o' ,% 0� I � 2B L� /Z A S S 5 I / /Z'� VG C 900 , 2 - /2 "x 45 B E/t/O 2 /Z'l /� v6 C 900 � 1 -TU - - - - - - - - � I 1 L J ,BE ,rZ A,10 VeFO /N TAG 7 0 0 /n/ 7L1 G 7- ---- ----- ------------- n----------------7-- —1 12"W /8 !9 2 Q ,415<1 ti/.UO/`/ //�/ �/ I Z. 5' ,, 505 Z- F -�- f3 F'vC Cf00 500 L � ��VG C-900 8 x 7EE 4 5 5EMa L _ - -- - - - ��K r-Y° --- — - - - - - - - - - - - - - - - - - - --- - .a aZ /74 C70 CHARLES E. BURKETT & ASSOCIATES, INC. CONSULTING ENGINEERS 309 OAKRIDGE BOULEVARD, SUITE E. • P.O. BOX 2689 DATE REVISIONS BY DAYTONA BEACH, FLORIDA 32015 (904) 258-1338 VOLUSIA COUNTY PARK AVENUE FLORIDA PLAN & PROFILE STA.17+00 TO STA.23+00NO. 2fO DESIGN JHHSCALE DRAWN RGG CHECKED CRB W , =20' HOFifz_ PROJEc' ,�'-s' VERT_ DATE JUNE 24, 1991 SHEET N0. 6 OF 13 W F a 0 r m 0 W Y V W V N Z O o a W p... U 60 W W Z ~ W U O W G N Z } W W n F- W r G ' ukc QQ a V) a 0 om V) W Y O W m w 0 O Z Z W 0 m Go W W Y ][ W W V V ~ 4 W W o � W > O O a Q OC Y Z 0 44- co � W 0 0 Z Z oc c i in 0 W X V W 2 V w z O o Q W F � 0 0 W W z W V O � w p N Z l.1 G V= 0- V) _W Y 0 � m Lu 0 oc 0 0 ZZ Q-..�. �J � • /Z" f'liG � .-,� ,�. ,��..... _.-M- ..-�-- .-.,�, ....�- ._,..r-- „�------ --- ¢"F,I,I------ �- .�,r----�.-r �,-.-� ter-- ,,,�,-- .-.�.-.,. �-.,_ ^•----� �ti,r- C 9 00 w - I `..,._ ___-�_, -h- --�-._ �.,-•.-- .�.-� _�--.._ --�-, --�-�. _....-�.. � �,.�- �..,.- `..,� .�,� �r-� . -----------�--------- 30 I A 6A A A/OO/V AV 77 L F ^- /2'�O,P �L 4 G E � s ------------� —f—------/� -- .-.r--, \�-!� — --�. � � � V I I �W I TA4P�/NG SL EE (/E ICI VA L IJE, /�/Z"x8"�EDC1G 2 S / VzL-: 00 ,4e/Gv �08 LF �- /2"�(/C C 900 -` /�L LD16 `� - - LL/ Lj ,�-.� -�--� ---�, �-- ____,_,� �--.. �.,.., � .-�.� ____�-�.� -��-�_ _ --�. _-._,��-�-.__, -�-�- �-.�---�-`�-- -�.��--�-L�-- r--,--�- --8"��-----------------------„`�------------------------�3e 3I 32 6 9 L F /8" O /P A 6 A/VOOn/ �/�/ f'L 4 6 (09 L� �¢1/1/------------------------4"FAiI-----------------------} � — — o ' — — ,5 7 L F "Pvr- C900 1 �/ -!�•• PLUG✓ f �� �o o� z Z - /Z x 45 F3E�/� �• Z. 5' - 2 - /Z // x 45 p F3E�'O �-------1-� �.- �-..�-t^- .sue.-� �-.,� ..-�-�- -� -- —-------- ------ ---I�-------- aw ------ 3� 34 I I I I Q ---7�'i=M----1- -- f —------- ---—4".G/(i1--�--- � �- — — — t'— � ' I — CC Q A / 8 t/C C 900 I _ 3 2 L t I • U- --- -- -- ------ -- - - U --- - —_ - - - - - All - -- --- - - - - — - - - -- - -- -- - -- - - -- - - - -- - -- -- --- _...-- -- -- • _4 cra r �a x�.0 29 OD NO, DATE REVISIONS 90 t 00 3 / 00 CHARLES E. BURKETT &ASSOCIATES, INC. CONSULTING ENGINEERS 309 OAKRIDGE BOULEVARD, SUITE E. • P.O. BOX 2689 BY DAYTONA BEACH, FLORIDA 32015 (904) 258-1338 VOLUSIA PARK COUNTY 3Z -� OU AVENUE FLORIDA 3 3 �-UO 34 f 00 PLAN & PROFILE STA.29+00 TO STA.35+00 DESIGN DRAWN CHECKED JHH SCALE V=20' HORIZ 1-5' VEr�T- RGG DATE JUNE 24, 1991 CRB �5; O '4 . PROJECT N0. 410U SHEET NO. 8 1 OF 3 W F.. 0 } m 0 W Y V W U N Z O o Q W � Y O u, o Z H W Z o = W F W u o ' ~O Q v=i Q. v~i 0 W Y O W m � w O 0 Z Z W O r m 0 W Y u W li N Z O H ❑ Q W F.., Y O W W Z /H ❑ u y � W ❑ N Z W F W n G � C Q a V) a m N W Y mod O Ii m C w Q O Z Z PA,PK AVE So�,P/W W < 0 m W W Y Y W W u u o . W 3 W ` W <Lu W C 0 O J N a < Y Z�o 14, m MEA LLI p o Z Z 0 m 0 W Y V W r u (N Z _O W O u, o Z r W � O � W G w Z W FW N l~1 G cc oc v=i a m v~i .r o W m � O w 0 o Z Z NO. DATE Z I 1-2 TA /- /Z'G2055 /- /Z"G.V. / - /2'' PL UG Z /z'' G . V I/v/ .�30X � CUVE� /U "2�OLlG E2 / /O"G.v /'v/ I � / 24 Z_ /2 //OP" CL A 5 t!�, �5 1 2 5 = I 370 GF ^ /2'//V CDO0 G i I I I I _ I I it I -------------- — 491 464 /�/DO/\/ /N �L AGE 51 52 -- 4-4 5/ j - n - r-1 - - - - � I 1 I r !� I /` /` I- iA / \ I �/ ,✓�!� .. �_' l l l �_1_L1.1 f1 -�. /A .r Q /01 L I "/PVC C900 /- B "x �7EE I I 2- 8'/x-- G�SS �455E/L1 Ly% _ 'II------5 �E O ----------- 70 LF-------- 2_ 10,x 4S o `�` ! 2 x 45 8E/VO 11 I -Z.5 3 8 G G9 O 0 L3E�UD ` ( ° � „ j I I 26, �_ G0VE,e 2 8 /. G V `t// o(ox I 40 G o vC�2 EEV w/AOOX i Go VE,e 23 L -�- y 60K I O VE,2 I I I • I I I - -- __ --- - - - --- - -- - - - _ - - - - _ - - -- - - - - - - --- - — - - - - -- - - - - - - - - - - - _ - - - - -- - - - - --- - - -- - - - - -- - - ---- -- -- - - -- - - _ _ _ _ /O - - ---- - - _ - - - -- - - -L - - -- - -- Ir- - - - --- - - - - --- -- -- ---- -- ----- - -- - - - - - I - - - - - - - -- - - -- _ - - - - r-- _ - -- - - - -- - - -- -- -- - - -- --- --- - - - -- - -- --- — - - -- - -- T- IMP -- - - - - - - - --- - -- --- --- - - - - - - -- - - - - - -- ter- - - - - - - -- -- - - - - - -- - - -- - -- - - - -., u° �!� h WY - r- = ,fie'• —+°e -Ao0 4.9 �00 • , -50 BOO 5/ -� OU .52 �URKETT & ASSOCIATES, INC. PL�4N & PRQFILE DESIGN JHH SCALE 1 -20' HORIZ_ PROJECT N0. 410U CHARLES E. PARK AVENUE CONSULTING ENGINEERS DRAWN RGG 1 -5 VERT_ 309 OAKRIDGE BOULEVARD, SUITE E. • P. 0. BOX 2689 STA.47+00 TD STA 53+00REVISIONS BY DAYTONA BEACH, FLORIDA 32015 • (904) 258-1338 VOLUSIA COUNTY __FLC�IDA CHECKED ORB DATE JUNE 24, 1991 SHEET NO. 11 OF 13 _ W F a 0 7- m Q o ]C Y W W 2 = u u W 3 W < G W > 0 w J N Gam. Q 0~L Z Q a ° z W 4 0 m v� f W Y V w 2 V N Z 0 F— � Q w r Y 0 w o Z H V 0 U", uw p N Z W W w u G ' Q cc v=i v~i W Y ...� p o w p o Z Z i -- 2�'ST�•9/NEQ ✓O//11T,45SEM7 1qZ/E� pV11 L _ L//W17A/YX2"1117 /3E 1-1//T,y /.2UCT/L E' aO .q✓.�'E/Y�.6'L Y Cre4YCAST /,ea/V /7//a E: I&,E5'r //1/E.O ✓O//VTR' Sf/,gLL ;9E L!�'E/4TyGL L DCAT/ON5'/1/OTE0 @ O/V TyE 5��"TA/L . T,y,�USTeLoc,��rv�,gruo UNPES'T,QA//1/El� ✓O//VT.� AE'EST,C�.9/NEL7 ✓O/NT.S ✓ti//E/V i F'E�.�,�Y.c� 'T. !t//Tf1 ,2�"S'T,�.9//!iE/� ✓O/�1/T,4✓'S'E/l'/f3L /E5 !� D\ .0 -� �z .�AV l- 4/ /Y©TZL ES.% /YqT/D/1/,9L �•�E //VS'Tr9L L �/� .� 11 �T,�7N/�,a,�'.� T•y�"E.41�.5 UiYLESS'.C�G--Q� I I rcE v, 1 4AICII. /�I/,�T�.�/YIYIA/.✓V c� In TEE T�-!�G'ST BLOC,L� Cc --'A r -,0'V/7;171 cOA L 7A- A L L ETTE.Q/N!r /45� ,7� X 4 „Tf/,�' .9�✓U'S`T.9�L E ��IL 1��' �O.�f' Q CD/YiP,QCTC/.� TD 95' o OF --� i OL2 V4Z. liE 19oX�nEr,41L T,IA '6: 5Z EEVE YRL V W17,f/ k;A& !/E , q0W mlgl N- Co,2, 70AZ 71- 01 /.:�'TOR .5E,21�/CE F/._:7 FOL L 47W1N�r 14117171a4 IT' US'A!5" OF Oe /L%4I//If /YIAX T,Qp �n Length of Restrained Pipe in Feet(1) Dia. Tee Plug (In.) 901 Bend 45' Bend 221' Bend 114' Bend (Branch) Cap 6 27 16 9 5 27 38 8 35 21 12 6 35 50 10 43 25 14 8 43 61 12 SO 29 16 9 50 71 14 57 33 18 10 57 81 16 64 37 20 11 64 91 18 70 40 22 12 70 99 20 ;7 44 24 13 77 109 24 89 50 28 15 89 126 (1) Sand backfiil, 30" cover, 100 psi working pressure plus surge allowance. (17 112 _ ,t &�7zz- vA1 VE �L ��/�T/DN �iN�LE 12oU,BZE AIETEoe �E771IV4;7 ,oE7W- IZ s N 1y/T 1 .:!5;W1WZ E-s57 sTE EZ- Z?Qr 2 coe,�o,�AT�oly 5•TD,�.� ���LL CONFo,�ir� TO.gN�v,4 s '�r-2 CBoI>. J� jy--A?4 /C'E ///-7z-- SEAL L ,�2 YL E"NE C01t/FO,C�/Y/l/I/� ro�a�'vv c9o/ Z T© C ROZ U/VL 1:�'S`�',�� L /ivEs TD D/V CONG,C�L-"TL- Eff/CASEiYIENTTJFlfI/L� i-tiATE2 n1R//V '•. • '-`;''-.-tires r�L+..����°.-'t--y.'-� r'�.---: �� �.s:, ' - ,-,�. �.�+,j• NOTES= 1 !. G,47,rZ2iYlA//YIMI-5T6C�/3�li�SCfYL-.�i1�1,4/rY �� PoSs�BG E P. SELY�2 Sf/AL L fjL- "e� ;51SE4-c2 6 rV6 r..9� .5f/OI�YNFD,C�.sEl�t/E,e,a/�E' /F.5EfYE,Cj/.s' E,Y/s'T ,9NQ Tye- 41 WIAI /S'BE"//V COi --,- 7,eI1CTC/2 3. COiYC.�CTEEiYCASE�IEitiT �EqU/,CEO /O'o "E,q�,� 5'//JE 4FiY9TE.C�/f�/rV/FCLE,4,�Qi1/CE"LE.SSTf/.sW /B`ae �EGYE�✓O/iVT!y/T///N/O OFI�r,9TE,2,Ji9/rid CONC, Ty,�U5T BLOC,L l //V000 11-1-10gtir45 �o /SLUG L11�2 �US-T NJT//vTEW�PE ZrTy c/Di/VT BOLT.s G 006: W17/- / l'L U4-� rEE ,-'"" i''�rT,�• T//f�115'T BLOC, �'', �- 72� 1411T� AZ4U� ,KENO 4 COlIVC T1/,ZUST I-qLDC',e TO 5TG'213�D 5'D/� i 1 C��SS CONC. ANCHOR 1.5CU.YD. MIN. ONE LENGTH OF PIPE --, il r i I VARIES T1c- YIW/ ,�Y/�T,y 4�IilE "ZIE OF C,�D: 'JCUT CDit/C T�.C�US'T,c9LOC.�' TY,osC/-�L .SECTION Ifii- Z e r cry v 7".CE;'Vrl4l T,9PPED TEE WITS RL L�1 - 1. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. ON TEES AND BENDS EXTEND THRUST BLOCK FULL LENGTH OF FITTING. 3. 20 MIL POLYETHYLENE SHEET BETWEEN PLUG OF TEE OR CROSS BEFORE POURING CONCRETE THRUST BLOCK. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL. 5. ALL FRAME BLOCKING SHALL BE PRESSURE TREATED. ✓lw4z L Z- THRUST BLOCK DETAILS TRENCH Plugs 6 Caps Pipe 90° Bend 45° Bend 2Z° Bend 1 14° Bend . I Wyes 6 Tees Dia(Ins.) Bearing Area Bearing Area Bearing Area Bearing Area Bearing Area .Max. Width Min. Cover Bearing Area Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. 2 0.5 0. 5 0. 5 0.5 0.5 1 811 3 0" 0. 5 3 1.0 1.0 1.0 1.0 1.0 1311 3011 1.0 4 1.2 1 0 1.0 1.0 1.0 1811 3011 1.2 6 2.6 1.4 1.0 1 0 1.0 21" 3011 2.6 8 4. 6 2.5 1. 3 1.0 3. 3 2411 3011 4.6 10 7.3 3.9 2.0 1.0 5.9 2611 36" 7. 3 12 10.0 5. 7 2. 9 1.5 7. 7 2811 3611 10.0 14 14. 2 7.7 3. 9 2.0 10.0 3011 3611 14. 2 16 18.5 10.0 5. 6 2.6 13.4 31" 3611 18.5 18 23.4 12.7 6.5 3.3 16.6 3211 3611 23.4 20 29.8 15.6 8.0 4.7 20.0 3311 3611 2a.3 24 41.7 22.3 10.2 5.9 29.0 3611 3611 41.7 BASED ON 130 PSI PRESSURES AND 2000 PSF SOIL BEARING VALUES THRUST BLOCK WOOD BLOCKING PLUG • o -c a y41, ooaa.ve r a o. q