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Daytona Beach Community College - Water & Wastewater Utilities - November 1992 - 02-23-1993, 02-24-1993, 04-12-1993J SCALE: 1" = 1000' 4 VICINITY MAP INDEX OF SHEETS N0. DESCRIPTION 1-14 UTILITY PLAN SHEETS 15 DETAIL SHEET A 16 STANDARD WATER SYSTEM DETAILS 17 STANDARD SEWER FORCE MAIN DETAILS 18 LIFTSTATION MODIFICATION DETAIL WATER &WASTEWATER UTILITIES TO SERVE EDGEWATER, FLORIDA on O�O ag Founded 1957 �\6 e co DISTRICT BOARD OF TRUSTEES MR. CHARLES LICHTIGMAN ................. CHAIRMAN MR. ALAN SMOLEN ..................... VICE CHAIRMAN MRS. MARY G. BENNETT DR. BOBBIE J. PRIMUS-COTTON MS. WILHELMINA L. WADSWORTH MR. WILLIAM LENSSEN MR. ALBERT J. LEONARD, III MRS. CATHERYN S. MARTIN J. KERMIT COBLE .................. BOARD ATTORNEY DR. PHiLIP R. DAY, JR.. ..................PRESIDENT/SECRETARY TY COLLEGE ST. JOHNS n 0 Y LL BEACH n NET TO SCALE 0 ~E � r ED GE WA TER BREVARD COUNTY Fol ir FA & ASSOCIATES, INC. CONSULTING ENGINEERS 125 E. INDIANA AVE. SUITE D DeLAND, FLORIDA, 32724 (904)-738-0462 f PROJECT No. 92-594 NOVEMBER., 1992 MICHAEL T. McMAHAN, P.E. FLA. REGISTRATION NO. 32181 �; LLJ W w w W z J 2 U F- a r �r �V c f zvi ww �0} 0 >- -J < z 0 o OC 0 w ZU -}i x z w SCALE: 1 " = 20' Lo p-ui 0w + z Q w cc I W a Q wpx J O Lo m a a I 'PARK AVE. STA. 6+58.00 In 0 ' W[ LD WOOD BLVD. STA. 3+ 00.00 + I �o to `$-z `� I 6 l FUTURE EDGE OF ROAD o I ! I I (ROAD WIDENING BY OTHERS, > 1 I FOR REFERENCE ONLY I R/yy-------------------- QR/W EX. HEADWALL ; F - -- -- -- - w f INV. 2.85 ; i 48" RCP 5' SIDE WALK EX. CATCH o WOODS I WOODS ) EX. CATCH ®� / I EX. ASPHALT w BASIN 3m I DRIVEWAY TOP 10.34 TI TOP 10.00 BASIN �� / M.B. i I INV. 10.3 U I INV. 3.89 I TOP 9.63 � � a o �� I INV. 2.88 `i < 18" RCP 0----------------- -- --------- - --------------- -- --- - I - -, - r - - F.O. . SIDE �" CON " EX. ASPHALT 12" (P. V. C.) W - z -� - _-� L- - - r-/ _ _ I 1 I DRIVEWAY ; E.P. 8" A/C WATER MAIN ABANDONED IN PLACE c3 1 I ~ � U.P. SIGN � r� � I 1 I � I � 8" A/C WATER MAIN ABANDONED I (PLACE ------ ---- --� --------/-------,/---- ------ ---- --- --- ----- ---L ---- ---I - -- --- ---- --- - -- -- ---- ---- --- -- -'- ----- --- -- ---- ----- ---- --- --- ----- ---- - ` ' --- ---- ---- I - - - ---- ---- -- -- --- -- ---- --- ----- ----- --- ---- ----- ---- -- ---- ----- ---- --- ---- -- ' ' ---- ---- --- ----- ---- - E.P. OF CONSTRUCTION BASELINE ; ,� i i I z I I BASELINE OF C�STRUCTION PARK AVENUE OF 09STING PAVEMENT CUT & REPLACE w v i - I -�-m I A� I IC OF EXISTING PAVEMENT a �� " BURIED TELEPHONE CABLE (80 RAW) " I I m I •�I�' y 1'- 0" TYPICAL PAVEMENT (34 L.F.) o �e RCP ASPHALT PAVEMENT 1 s RCP ¢ { I " " 1 i i BEING REMOVED PER SOUTHERN BELL I I BURIED TELEPHONE CAB TYPE A REPLACEMENT I I BEING REMOVED PER SOUTHERN ELL 11 -- ____- -___ -U1T - -- -- ----- -- ----------- ---------------------------- ----------------�-}--------}---i----U/T----------=-U/T---�P--- O�E - -[� �� U.P. --O ATV EX. CATCH i-SIGN U.P.-__ __------- _10----I--• -------------- I- --U ---r= _-_=_=_- -_ --- - - - _ --- -- - P. -- - - U 1-- - - U/1`.O.C. - - -- - - - - - - - - - % BASIN i i� ------ _ I t EX. CATCH I I I - /--SANI. F.M. - - - 1�T�L - - _ _ �r M.B. - __c_ 10 42" RCP '~ I r BASIN I i 36" RCP I I I I I j TOP 9.63 / �NV. 3.05 ,-------------------------------------------- 44A----- ----------------- ------ -- �`.�. -- ' I __TOP->~0. 34----- - - -------------------------- I I ----� ---*�-------------------------------------------------------- - - - - - - EX. CATCH ----------------------------------------------------- - -- --------- - - --- -------- --- ------1t�11(_38----_-t- - i----------------------- ---- T--- - �- ------ -- - -- -- ------ -------- ---------------------------- BASIN -�- TOP 10.00 SIGN �Cy1P� •. �� G.A. I s" RCP i�� i�� -�� 5��E� ....��.. P. ALKj I I V 5' SIDE WALK 36" RCP - I INV. 3.78 POSTS . (2) ELECTRIC L--- - �- - -- -- ----- -------- _—.��i F,IS ._ - - = _ _ _ -1_,== - - - - _ _ _ - - _ _ _ = =. __1'0 STON -� U /T _ 8" (D.I.P.) P_) W- - I I �- - - � . � _. .�._:.�.-".- - - - - - - - _ = - - R o� e' PINE EX. HEADWALL FENC� I I EX. HEADWALL INV. 3.07 G� (2) 45 BENDS I I I { INV. 380 o� I `-10 " W/ THRUST BLOCKS I E.P. I i INSTALL 4 D.I.P. SANITARY -- ----� T-------- }t, j I I cD pp , / I' I n n I vi 1 FORCE MAIN 5 NORTH OF III I I I m X RIGHT OF WAY LINE STA. 2+40{ I I I l I o 1 " } FF1 INSTALL 4 P.V.C. SANITARY FORCE STA. 3+75 INSTALL 4" D.I.P. SANITARY END OF CITY OF EDGEWATER I I I MAIN (1' OFF EDGE OF PAVEMENT) END P,V.C. FORCE MAIN ABOVE EXISTING 4 D.I.P. SANITARY FORCE 11 I I I EX. ASPHALT w MAIN INSTALLATION %/ I I I CONTRACTOR TO CONNECT 4" P.V.C. SANITARY FORCE MAIN TO EXISTING 4: D.I.P. SANITARY FORCE MAIN INSTALLED BY THE CITY OF EDGEWATER CITY OF NEW SMYRNA BEACH SHEET LOCATION MAP NOT TO SCALE ATION) BEGIN INSTALLATION OF 9- R.C.P. 4" D.I.P. SANITARY FORCE SEE DETAIL — SHEET 17 OF 18 MAIN BY THE CITY OF EDGEWATER ABBREVIATION B.S. .......................... . BOTTOM OF SLOPE CAN .. . .. ....................I...... CABLE T.Y. E....................................... ELECTRIC E.P.. . • ....... EDGE OF- PAVEMENT OR ROADBED F.M. ................ ......... FORCE MAIN F.O.C. ...... ..... ............ FIBER OPTIC CABLE G.A. ........... I .... • ........... .. GUY ANCHOR M.B..................................... MAIL BOX 0/ ................. — .... I ......... OVERHEAD R/W ...... ... ............ I ... I..... RIGHT OF WAY SANI. .............. ...................... SANITARY T ........... .... ..................... TELEPHONE T.S................................. TOP OF SLOPE U/ ................................. 'UNDERGROUND U.P. ......I . ....... ............. UTILITY POLE W............... ......................... WATER FUTURE EDGE OF ROAD (ROAD WIDENING BY OTHERS, FOR REFERENCE ONLY) LEGEND ® • . - . • • . . • . • . • . • 'U.S. POSTAL SERVICE DROP BOX K34 ........................... . ...... FIRE HYDRANT C................................. ..... GUY ANCHOR -�-� ...................... 11RE HYDRANT ASSEMBLY ® ............................... MAIL BOX (PRIVATE) . ....................... . ................. PALM TREE .......................................... PINE TREE ........... ... ........................ . LINE PLUG 4 . ... .................... UTILITY POLE W/ LIGHT O" ......... • ....... UTILITY POLE W/ TRANSFORMER 0 ............................ ... UTILITY POLE ............ .......... RAIL 'ROAD CROSSING SIGN -q- .I., ......... I ................. .. ............. SIGN �... .. . ... ......... .. .................... STREET SIGN o ........ ...... ..... ............ TELEPHONE RISER 0-11 .....I...I---,...I ............ .GENERIC TREE -' . .... ....... . . .. ... UNDERGROUND ELECTRIC •+ ............................... .............. VALVE - 10, 1... .................... EXISTING CONTOUR . --l0 �..................... PROPOSED CONTOUR ....... I....... EXISTING ELEVATION 10.$ ........................ PROPOSED ELEVATION CONTRACTOR TO CONNECT ___,/ 4" P.V.C. SANITARY FORCE MAIN TO EXISTING 4: D.I.P. SANITARY FORCE MAIN INSTALLED BY THE CITY OF EDGEWATER 1'f INSTALL 4" D.I.P. FORCE MAIN ALONG RIGHT OF WAY LINE INSTALL 4" D.I.P. SANITARY FORCE MAIN ABOVE EXISTING 6" WATER MAIN. MAINTAIN 18" SEPARATION w I I I I 1 PARKING LOT I Vil III I i I FUTURE EDGE OF ROAD [ III { I (ROAD WIDENING BY OTHERS, a III I II I ICL FOR REFERENCE ONLY) [ I III I I I i w III 11l I I 1 9 II III ..J z I I I I M LLJ I � � z� III 111 I �< aW I j I I I N I xa m II �li [ O o J �w III j II a o 11 I III I �—.� I J X O III 11 1 I +'�-- TELEPHONE CABLE IN CONDUIT I I LL I I 3r 1 II z l I f I III can I I I � III I I f z 11 I w III I I I I w III I I I EXISTING SANITARY FORCEMAIN [ w ^ U ( I I I TO REMAIN IN SERVICE I Q J II I THROUGHOUT THE CONTRACT PERIOD. i I -J 0 l II III a} III I I I = Q NOTE.. 0 z < z [ lI ( I I I a3 CONTRACTOR SHALL FIELD VERIFY Q UJ R w I I I ( I I a LOCATIONS OF ALL UTILITIES W I Li Z II I I I a PRIOR TO CONSTRUCTION. �Q Q � I I I I I I w 0 CL o_ I I I 1 1 1 1 [ m 11 I INSTALL 4" PLUG I ' 3 TEL. VALVE W/BOX. I I� t" r I . r� W% THRUST BLOCKS 45- I I a ul SAN. M.H. 8' PVc SANI. I -11 I j`I -T I L III I III I I oI ml� i1i I �,�I , �I I I III I� I III 1 I EXISTING CONC. LIFTSTATION Ir-1 CONNECT 4" D.I.P. FORCE MAIN TO EXISTING LIFTSTATION. cj Z 04 W N w z cc Q W Z a �.. W 0 J a Lt_ Z Z p oa � co o (a Z o "� O � V � ¢N Qto z -' a 0 o I ? M r uj C4rn SHEET TITLE W z Q J CRAWN R.G.G. CHECKED M.T.M. JULY 1992 :'�Q. 92- 594 Km DAW 04/12/93 4pm FU "AM 192-594A.DWG REVISED PER CITY OF EDGEWATER - 4/12/93 - J.G.D. IF; dip /000 o + LO (D + 1 °`' 97 gg gg STA. 100+00 WEST 1 2 cv STA. 0+00 EAST l I RAW SCALE: 1" WOODS W — 20' � wooDs W r--- ~ Zir V) a - 120 (P.V.C.) W 120 (P.V.C.) W— I W 8" A/C WATER LINE ABANDONED IN PLACE CY] ---- --�---------l!---- _--_// 1 / -L / / ` - ---- - -- ----- --- /--- !-- --- 1----- /--- ---- -- --- ---- ----- ---- ---- /--- /-- /--- ---- --- --- -- --- ---- --- --- --- LINE ---- -- ---- --- - l-----1---- ----� - ----- -----------� ---- r----� -- 1'---� �_f----_-�--�----�-- �--- �- T----T ---T--�---�----�__--� --- �--�---�-----T----�----T-- �--- �-- --� � -� -�- -� "�L -7 r -� -T T f yL. �!_ c�HEADWAU_ __,''� 7L l- � -� T' -7' -7- � -� � -� -� �! � 8 �,/C WATER ABANDONED �ED IN PLACE�--- E�'. - -- __ -- ---- -- ----------------------- -- --- -- - --- - - -- --------------------------____-------------------------------------------------------------- ----- .e-----------------------------------------------------------------------------------'-----r-----------------r-----7--------------------------------------------E.P. OF CONSTRUCTION BASELINE I w _ _ _ _ _ _ PARK AVENUE_PARK AVENUE BASELINE OF CONSTRUCTION q OF EXISTING PAVEMENT Z - - - - - - - - - - (PRESCRIPTIVE R/W) - - - i - - - - - _ - (gp' R/yy) - - - - OF EXISTING PAVEMENT uj _j E,p. ASPHALT PAVEMENT i ASPHALT PAVEMENT ___i _ - - - - - - U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ----------------------------------------------------- ----- - ------------------------------ ------ -------- --I--------------- --------------- - - -------- - ----- ------------- - -- ----- - -- ---- ------ -- --- - ------------------------------ - -- E.P. _ (� /�--------------------------------------------------------.—_----- H— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — {----------- � -- — --- _ _______ — -= C3 - U/T - SIGN U.P. HEADWALL POSTS G.A. ----- U/F.O.C.------------------------------------------------------------------_-------------------------------- --------- --- _T.S.----------- ---- ----- -- -- POSTS --- E -- ---- -- T.S. _ .. - .. _ .. �. -- - T.S -- ' -� - ,_ ._.� - - - - /F.O. C. - - t , rL' i, -' - Q 4' WIRE FENCE-_-_--_____-___=====r==-==-r_===_=r=====______=_______________;=====r=========z==r======r======r======r===s_-==c====� �-- -� N V. 8.41 SOD BANK w � I 0 `Yti P► OLD TRUCK 71RE BARRICADE _�- CABBAGE FENCING ��----`��..s DITCH ----f��'~-�� " PALM ` - _: i.... _ - ' - B.S.- . _ . - . - -� _ . _ B.S.— . INSTALL 4 PLUG I VALVE W/BOX ® 1 STATION 99+00 IR =—C— -- -- -- -- R/w t CUT do REPLACE Z CUT do REPLACE CITY of \ �• 0 `� PAVEMENT 34 L.F. �, �,,A BEACH� INSTALL 4 SANITARY FORCE MAIN oo � M ( ) PAVEMENT (35 L.F.) 5'� UNDER CMP W/ 1.5' CLEARANCE MIN. s\ / TYPE 8 REPLACEMENT TYPE 'A' REPLACEMENT 0 (0 0 0) 91 f r 1 WOODS WOODS Ld Ld 1 TION) SHEET LOCATION MAP NOT TO SCAM INSTALL 4" P.V.C. SANITARY FORCE MAIN (1' OFF EDGE OF PAVEMENT) ABBREVIATION LEGEND B.S. . • ...... • .... • . • ............ BOTTOM OF SLOPE CAN ................................. CABLE T.V. E.................................... ELECTRIC E.P. ........ • .. EDGE OF PAVEMENT OR ROADBED F.M. ....... ........................... FORCE MAIN F.O.C. ....................... . 19SER OPTIC CABLE G.A.................................. GUY ANCHOR M.B....................................... MAIL BOX 0/...................................... OVERHEAD R/W .................. I .......... .. RIGHT OF WAY SANI...................................... SANITARY T...................................... TELEPHONE T.S. � - ... - ....... I ......... I ..... I ..TOP OF SLOPE U/ - ............ I ................ UNDERGROUND U.P................................... UTILITY POLE W........................ ............ - -- WATER ® . • • • ..... ........ U.S. POSTAL SERVICE DROP BOX �& ...................................... FIRE HYDRANT C..................................... . GUY ANCHOR • ...............FIRE HYDRANT ASSEMBLY ® ............................... MAIL BOX (PRIVATE) ........................... - ............. PALM TREE .................. I ................. , . , .... PINE TREE ........................................... LINE PLUG 04 .......................... UTILITY POLE W/ LIGHT 0, ... • . • ........... UTILITY POLE W/ TRANSFORMER 0 ...................... . ........... UTILITY POLE X ....... ................ RAIL ROAD CROSSING SIGN ............................ SIGN . ....................................... STREET SIGN 0 ............. • ......... .......... TELEPHONE RISER ......... I _ - ....... GENERIC TREE - . ......................... UNDERGROUND ELECTRIC a-* ........................................... ... VALVE —10, .1 � ................. ....... EXISTING CONTOUR 0 .......................... PROPOSED CONTOUR ............................ EXISTING ELEVATION 10.8 ........ I , , ............. • . PROPOSED ELEVATION 92 93 94 95 96 1 SCALE: in = 20' 1 WOODS WOODS w00D5 I _J • 1 1 �• �� .� r J ` _� '�� -- ~ '�� l' •� � ' r` `~ �� t �- � �� .� � �� __' � 4 -_.► r'. r y `• `• �' � �- � � +� �� ^" �, � �_ �- -'-' ^� "'� .� .�- �� y' 1 r� ~ r y � �~ '' �� • ~�� y - �� r. � �^ L tip. � �� ti� �� / �12" (P.V.C.) W— r 8" A/C WATER LINE ABANDONED IN PLACE Lj V4 OF CONSTRUCTION BASELINE a; 1 1 to I OF EXISTING PAVEMENT Lu Z—�,p, PARK AVENUE (PRESCRIPTIVE R/W) ASPHALT PAVEMENT —SIGN — 120 (P.V.C.) W — 8- A/C WATER LINE ABANDONED IN PLACE I BASELINE C OF CONSTRUCTION t OF EXISTING PA-VEVENT ,0 u J rn ---- -- -- - - - -- ---- -- -------------------------------- __ _ _ __ _ _ _ _ _ __ __ _ __ _ _ - -_ •- rw �w T I- _- p•�FTti T�i1 .r-d/'!1 �.l T w11 r'!-�'T. '� T�� r'R!T♦ T!. . -� w_ w_'_w__w ww__ _____ _ww__w__ww -. -� �- -� _ �- _. _- - - _-__- - _ _- _- �- _ -. - - -� _- _� _- - -• _ -- _ _ - - _ -r - -. - - - - -r. - - -. - -• - -• - - - - - - _ _ - - _ �r - - -� - - -� - -• - - �. -� r_ _� .- _. r _- -� w __-_�. _ �r _- _� - s , INV. 6.28 HEADWALL - r _ _ c.A. �1SOD BANK s -. -`-`- --- _----�-----------------�-------- - �- - - - - - - - - - - - - - - - - - - - - - J-----------------------------U r 0. /�—_---------- � 20'f WIDE WOODS WOODS INSTALL 4" SANITARY FORCE MAIN INSTALL 4" SANITARY FORCE MAIN I UNDER CMP W/ 1.5' CLEARANCE MIN. (1' OFF EDGE OF PAVEMENT) NOTE: CONTRACTOR TO SOD ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY. r (j cc c - Z au w Q LLI Z� a �.. IY o a a J LL- Q d Z 0 ~ < C� a Z o In Q� Q CD Z Q C3 I OD Z r> u too N Q� SHEET TITLE DRAWN R.G.C. CHECKED M.T.M. DATE JULY 1992 PROJECT NO. 92--594 PLOT DATE 02/23/93 9cm FILE NAME 92-594B.DWG in CITY OF NEW SMYRNA BEACH D.B.C.C. (SOUTfi , 4 CAMPUS) ABBREVIATION LEGEND CITY OF 0GEWATER B.S...... ................ ....... BOTTOM OF SLOPE ............... U.S. POSTAL SERVICE DROP BOX 21+50 MATCH LINE - S 13 CATV................................. CABLE T. V. .................... , FIRE HYDRANT E SHEET ,Z s E................................. .... ELECTRIC C ....................................... GUY ANCHOR 4 1 i, �� E.P............ EDGE OF PAVEMENT OR ROADBED ........ - ......FIRE HYDRANT ASSEMBLY �W z taD�UiN F.M. ...................... ........ FORCE MAIN ® MAJL BOX (PRIVATE) ............................... �- U T IN CONDUIT TELEPHONE CO. EASEMENT i I TELEPHONE r — — — - — — — — .!. - II ( )1 7 o CAMPUS) F.O.C. . FIBER OPTIC CABLE p TREE SWITCHING ( �¢ G.A. . ......... .. ....... ......... GUY ANCHOR I ® \ I PINE TREE L— — — — — — — -- — — MAIL BOX ........................................... LINE PLUG \ I 1 I — J O ............ ..... ....... OVERHEAD / G UTILITY POLE W/ UGHT R/W .......... .. . . . ... . ........... RIGHT OF WAY Os .... � ............. UTILITY POLE W/ TRANSFORMER SANI. .. ....................... .......... SANITARY O ... ..... ... ... ....... .............. UTILITY POLE INSTALL 40 SANITARY FORCE MAIN �► I 1 I ROADBED) T TELEPHONE 3' OFF EDGE OF >C ........................ RAIL ROAD CROSSING SIGN I [ ( 0 D B ED } , T.S. .............. ................. TOP OF SLOPE ................ I ...... ... SIGN I 111 U/ UNDERGROUND - STREET S1GN ...................................... r r 1 U.P. I .......... .................... UTILITY POLE W ............................... .. TELEPHONE RISER , I I CV ; ; I I I I 1 0 , W ............... . ...................... WATER GENERIC TREE I i I I I - 3 h�- UNDERGROUND ELECTRIC1 I I 1 I �fT I ► i I I I I l +� 4 FTSTATION) VALVE EXISTING CONTOUR I i I I J 1 p r RO 110 PROPOSED CONTOUR I I 1 I 1 INSTALL 4 PLUG �� , �o 10. s ...................... ExI sTIN G ELEVATION INSTALL 12" WATER MAIN I t Q^ I I + I I VALVE W/BOX ® t� p z f. 1o.e ......... ........... PROPOSED ELEVATION (1 OF EDGE OF ROADBED) I ` I I� I I STATION 20.25 ptA SCALE: 1 _ ZO SHEET LOCATION MAP CONNECT PROPOSED WATER MAIN 601, ; I ' I I ! NOT TO SCALE TOEXISTING WATER MAIN WITH A' I w n I I ! 12„ x 12 TAPPING SLEEVE AND Of't I !1I I ! VALVE WITH BOX. o I < INSTALL SANITARY FORCE MAIN 1.5' BELOW (MIN.) EXISTING 12" "' PINE J i-- i •-' I :1 ! WATER MAIN z Q O l� P_ f = r t SANITARY FORCE MAIN TO BE 'f" ' a h i I I ,\ JACK & BORED UNDER PARK AVE. 0 . 86 FOR THE LENGTH OF CROSSING, INSTALL 87 88 89 90 y o, I ;, I J a, I I 6w P.V.C. AND APPROPRIATE FITTINGS a I I I ON EACH SIDE TO CONNECT 4" P.V.C. ! < I 1 z 10 FORCE MAIN. INSTALL PIT ON THE NORTH ! , i a 0 G.A. z I" +a I I o SIDE OF PARK AVE. 6 , N o I WOODS `� I I I \\ IA 0/ I U.P. 18" PINE �z 1p) $ �� WOODS WOODS 1�� _ I STA. 19+76.08 2" (P.V.C.) W 9A�i .� � i2" (P.V.C.) W 12 P.V.C. W — — ( ) HEADWALL BASELINE �`--------- -, re. � 8" A C WATER MAIN ABANDONED IN PLACE ALVE_ _ 1 _ _ _ _ _ 1 --- -- - ----- -- -- --- ------ --- -- ---�-- ------------ --- --�L --- I g" A/C WATER MAIN ABANDONED IN PLACE I 1 J 1 1 1 r a- t ----3 --- - - --- -- -------------------�__----------------- E.P. ----- ----r _ __ __ � '� __ ---- --- ---r------- ---- - --- --L _ _..= .._ _------ ---- --- ---r -- ----------- '� i � u, E.P. tV BASELINE I I I I c� OF CONSTRUCTION i BA N OF CONSTRUCTION OF EXISTING PAVEMENT 'h '` — — I — I — — — — — — — — '` — — — — — — — - PARK AVENUE — — — — • (PRESCRIPTIVE R/W)� - , , -° �'- OFEXISTINGPAVEMENT -t— � --- �� \ EP____________________ _______ _______________________-- b f-______---__-____-____________-_-_________--__ (ASPHALT PAVEMENT) ________ -_________ -- ---- ---_-- -- -- - --E._-P— .. `\--______-_-- CAN G.A. ---—_._.:._ --_-------- — — — — -------------------------------------------------------------------------- -- —.----------------- `- U/T----_ ;--�- ,o --�--- U. U/F.O.C.- 'ter— ------- --- .� _ - - - -- 0 E & CAN —_ — _—_------—------- -� -b - - .._ - 4.73 (INV.) �----------UfF,O.C.— — — % �1�EADWALL �� I ------- -----J TOP OF SLOPE .._. - - _ .,.� - �, I _ _ U.P. -- - - - - - - - - - - - U/T--�` I INSTALL 4" PLUG �- �. , `------------_ 2 45' BENDS �' VALVE W /BOX ® - - ---: �. _ _._._._. _. _._._ --- _._. _ _--- _._. ' 1 l - " ` �" _...-- �. _._. ,r..�l= _. -- -- �.. Bs. 5 �►rg °° \ ` ' W/ THRUST BLOCKS ; 1o' PINE i �a� r STATION 85.67 - STA. 85+30.90 �aT — — r ` -'- - - _ - �' _ ,- - - _ --- WOODS �. ` �-'� 1 �� a ZI _ o z Val n'_�_ _-_-____�--.�___--- .l Q O ' INSTALL PROP. 4" P.V.C. SANITARY FORCE MAIN CUT d+c REPLAGE I I % r I BELOW EXIST. C.M.P. I PAVEMENT (78 L.F.) " A TYPE A REPLACEMENT I W/MIN. 1.5' CLEARANCE j �til a , INSTALL I 4 SANITARY FORCE MAIN Al_ I { a F (1' OFF EDGE 'OF PAVEMENT) U = d o U CL I o , Q , I � t V �- W W IJJ Ld V) I W Z 0 Q 9) cc N Z W crZv � � Q W Z I.. Lu o v U- (� Z z 0 co (0) oc Z o O � V � V) aN z < 0 o I Z M W � N Q7i E21I�T� Z: CL J f DRAWN R.G.C. CHECKED M. T.M. DATE JULY 1992 PROJECT NO. 92-594 PLOT DATE 02/23/93 gam FILE NAME 92-594C.DWG SHEET NUMBER 3 z In • INSTALL 12" P.V.C. WATER MAIN (' D E OF ROAD WAY) 1 OFF E G 12" GATE VALVE W/BOX. INSTALL PROP. 12" P.V.G. WATER MAIN ABOVE EXIST. 18" C.M.P. W/MIN. 1.0' CLEARANCE 24 I 25 I ` z f l r 26 L 27 28 z I Ia z l I v5 a) J STA. 23+42.53 ' 3 ' � � �� INSTALL FIRE HYDRANT I � 1 � d W II 4' CHAIN LINK FENCE o STA. 24+65 I I I 3 1 I I > L / - 4' CHAIN UNK FENCE I 4' CHAIN N O cr TEL. - i i -i-- Q U/T __-4 U K FENCE t 4 CHAIN UNK FENCE U/E4; !--------------- �-- -� ---------------------i----T--.--------------------------�----- ---------0/E/CAN f- ----------- ----------------------_ O/E/CAN ---------r--------------- 0/E/CAN------------- -_.- - -� --- I►-- O/E/CATV i t i \ 1 CLusTER OF ►�AQu:S I i U.P. U.P. i I i U.P. i i T DIA W ® M.B. ------------------------------------------------------------- I - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - M.B. _ i - -. - i M.B. E.P. ----- ----------------------------- U - - A- - r- - r- - - -- -- - - - - - - - - - - - - - - - -- - --- - i- - - -� -- - - - - - - - - - - _ _ _ _ M.B. i i i ® M.B. (2) 45' BENDS I E.P.------------------------------------------- ----- ------------------------------------------------------------------------------------------------------------- - - ^ -- - - -- --- -� - - -+ -- U/T- - - - - _ - - - - - - -- - - - - -- - - - - - - W a W/ THRUST BLOCKS I ---- --------------------- - ------------------------------------------------------ LsJ BASELINE E.P. li E.P. ----------------0 9? I (2) 45' BENDSMASSEY ROAD I BASELINE I ----o._ ,� z I W/ THRUST BLOCKS (PRESCRIPTIVE R/W) I�b STA. 23+22.07 =BEGIN 12 PVC WATER MAIN �� __ EP. __ ____ END 12" D.I.P. WATER MAIN' --- --- --- - -------------------- - ----- ----- ------------ (SHELL ROAD)------------- -- - ------ ------------------------------- = W " /_- --- ----- --- -- ----_ - ------ ----- ----- ----- ------ -- ------ --- - I s • E.P. Z W/ 26 STEEL CASING PIPE m �� E.P,-- ----- ' ---- ---- -- - - ----- --- -- - - - - j �' R R R/W R.R. R/W = -rw, - �Do`r _ _. -��`••� -�� 7STA. 23+22.07 =BEGIN 4" PVC FORCE MAIN �(INV.) WOODS _ U = END 6 _ D.I.P. FORCE MAIN- 1 W/ 18" STEEL CASING PIPE / _ _ _._.^._._ _._._._._ _._._ -�. _ ._._B.S. Q L I 1 o DITCH DITCH _ ' ------ `� I isr CMAP_ `L'`-- 1�1 1 _ -- --- s .�g5'� --------- t ---- ------ - �� 4 - 1 fNSTAl I 4" P V C SANITARY FORCE in 6 4 10 "- 12 ---� '--�. w 1 r ,! (N. RAIQ _ 13.32 R.R. SI G4 I N. RAIL 13.37 (S. RAIL) 13.32 (S. RAIL) 13.37 INSTALL 12"D.I.P. WATER MAIN I �I WITHIN 22" STEEL CASING PIPE I ;I wopDS .�o� �-"--- --.�._._.�_ .�._._.-•- !j I it I I it I i) STA. 21+72.07 = END 12" PVC WATER MAIN I ;I = BEGIN 12" D.I.P. WATER MAIN I I it W/ 26" STEEL CASING PIPE j I !I R.R. R 1 --- -_ - } INSTALL AUTOMATIC AIR RELEASE T POINT V -- r-- DITCH ' MAIN (1' OFF EDGE OF ROADWAY) --~ 6 10 4.69 12 FLORIDA EAST COAST RAILWAY CO. RAI 13.42 \ (N. RAIL) 13.27 (N. RAIL) 13.17 (NOT IN SERVICE) RAI 13.42 � � � _ � OF TRACKS & 150' R/W >� (S. RAIL) 13.27 (S. RAIL) 13.17 Q I INSTALL 6"_ D L.P-,--SAit.-f0RCE-IvtMN -12 O f l 1 *TIr#INrT4 STEEL CASING PIPE ` R� ABBREVIATION r �. -- -- 10 ^! $ B.S. .......... . ....... .. ..... BOTTOM OF SLOPE oQ .................. . . ............. . � F � � I ,/ --r , ...._ . _ .. _ ...r CAN ................................... CABLE T.V. E ELECTRIc QX w y I I� _ `°, DITCH N OTES: E.P. EDGE OF PAVEMENT OR ROADBED ��_ ! � ��-�-•-,.._-._.-•, � - � F.M. ........ ..... ... ... FORCE MAIN w0 I ` _ 1. PROPOSED WATER MAIN AND SANITARY �a +� I I SEWER FORCE MAIN WITH ASSOCIATED F.O.C. .......... • • . FIBER OPTIC CABLE Q I j --� 1 r� CASING PIPES SHALL BE OPEN CUT FOR G.A, GUY ANCHOR �. THE FULL LENGTH OF THE 150' F.E.C. R/W. M.e..................................... MAIL BOX \ 0/ .................... ................. OVERHEAD y I o \ w0ooS� 2. CONTRACTOR SHALL NOTIFY AND COORDINATE I 0 R/W RIGHT OF WAY --_ WITH F.E.C. FOR THE DISMANTLEMENT AND RECONSTRUCTION OF THE RAILS AND BED OF SANI• ... . •.. SANITARY i ! ! STA. 21+72.07 = END 4" PVC FORCE MAIN THE TRACK PRIOR TO ANY CONSTRUCTION. T ""' .".'...'..' . . " TELEPHONE ! I 1 = BEGIN 6" D.I.P. FORCE MAIN T.S. TOP OF SLOPE W,/ 18" STEEL CASING PIPE / U ..-�•••••••�•�•�••�� UNDERGROUND I U.P. ........ ..... .................. UTILITY POLE - - ----- -,�, - - - - - R.R. R/W - - - - W WATER ........... it G.A. COMBINATION SEWAGE AIR RELEASE & VACUUM VALVE ASSEMBLY. SEE VALVE ASSEMBLY a HIGHES in I { ua • i 4 OF INSTALLED PIPING. SEE DETAIL o I ZZ �; +I I�UC �LD AD �, J�GP� DETAIL -SHEET 17 OF 18. SHEET 16 OF 18.jj I a < �� g G' - 1--- - - - -,A ---- I .P. BACTERIALOGICAL SAMPLE POINT MATCH LINE SEE SHEET 3 I I I I I BACKFILL UNDER TRACK UP TO 1.5' BELOW EXIST. TOP OF TIE SHALL BE COMPACTED UMEROCK BASE MATERIAL I I I 26" STEEL CASING PIPE HOUSING 12" WATER MAIN 1 5.5' MIN COVER 18" STEEL CASING PIPE HOUSING 6" SANITARY SEWER FORCE MAIN : I n li Z IL + �a z N I �' 'U aFn : Q zo I cr>o v aZw UJ Z Q 0 Li W m cn I� v a + V N N ui z u- 0 Q o (n U-j - - f- _I_ _ 3.0' MIN. COVER (TYPICAL) PROP. 12" PVC WATER MAIN - TOP OF RAIL TOP F RAIL 5.5' MIN. COVER EDGE OF DIRT ROAD EDGE OF DIRT ROAD (ELEV. OF RAIL = 13.4) 1 (ELEV. OF RAIL = 13.4) Y Y PROP. 6" PVC SAN J �+ -00I �`+ oo ITARY FORCE MAIN Nnj I ( NN CL Il II a. u II �N�I W 'FZZ Xn °° 3 L, 00-03: u- N w F zfn a_ n a- N N 00 +� 00 0) 00 + -J UjLi I "'X » I NN Nx >j vi N I �CLa> NNW zw ZZ zui zZ z I _a_ orw�w l : a�U) Fo W0 oZZ aao cn xx n1wW xx (nwww cn wzw Liw0m X►m MdN r- . 1 Lx r, ol� o �d a W J J cr LJ Q U L.11 cj ti U) J � w IU) L1,60 r ♦,QALL r ►- cn a. i- z w I0 0 a. w ,j w NOTE: BACKRILL UNDER TRACK UP TO 1.5' BELOW EXIST. TOP OF TIE SHALL BE COMPACTED UMEROCK BASE MATERIAL. INSTALL PROP. 4" P.V.C. SANITARY FORCE MAIN ABOVE EXIST. 18" C.M.P. W/MIN. 1.0' CLEARANCE LEGEND ® ............ ..... U.S. POSTAL SERVICE DROP BOX K5i ...................................... FIRE HYDRANT C- ....................................... GUY ANCHOR - .�i • ....... .... • . • • • • .. FIRE HYDRANT ASSEMBLY ® ............... • . • ............. MAIL BOX (PRIVATE) + .......................................... PALM TREE ............... I...............I..... I----- PINE TREE .............. ................. . ........ LINE PLUG c�+ ............... ...... UTILITY POLE W/ LIGHT o� .................. U-RUTY POLE W/ TRANSFORMER 0 . .............................. ...... . UTILITY POLE ........................ RAIL ROAD CROSSING SIGN . ............. I ......... I ......... . SIGN .. . ........................................ STREET SIGN O ................... TELEPHONE RISER ........................ ... I ......... GENERIC TREE 4. • • • . • ... • ...... ... - UNDERGROUND ELECTRIC ................................................ VALVE _-••10--*_ ....... • - .. • . • .... ...... EXISTING CONTOUR -,.--10 . .. , ......................... PROPOSED CONTOUR 10.6 ............................ EXISTING ELEVATION 10.8 PROPOSED ELEVATION TO R/W LINE + 1.0' I I TO R/W LINE TO R/W LINE Y I a I I I � RELIEF VENT 0 4" I.D. (F.E.C.) T I I 4.0' MIN. I 4- 5.5' MIN COVER I I I I' T. (UNDER ACKS) I I-' MIN. COVER3.0, SEAL ENDS W/NON-SHRINK GROUT STEEL CASING PIPE CARRIER PIPE II CITY of NEW SMYRNA BEACH " Jp SHEET LOCATION MAP NOT TO SCALE r SCALE: 1" = 20' O AMON) N CL -� �o Q �= Vjo =�o O__j Q) Lij C> Q y�3 wo Lu 0 L.Lj V C� im c' CV C4 W Z K) w Q W z a Imm W Q LL- � w z O Q 0 co ? 0 (4 co a Zo O 0 Kn Q C14 QCD z Q O 000 z 00 n uj .-. too 04 cr) SHEET TITLE L4j(6 z Q J DRAWN R.G.C. CHECKED M.T.M. DATE JULY 1992 PROJECT NO. 92--594 PLOT DATE 02/23/93 2pm FILENAME 92-594D.DWG RAILROAD CROSSING NOT TO SCALE DETAILS SHEET NUMBIER 4 � CITY OF NEW SMYRNA BEACH e -0• gWI7=T I r)r`A-nr)KI WAD A ODDC"WI A TInKI 13.5. 1301-I-w OF SLOPE CAN .................................. CABLE T.V. E................................. ...... ELECTRIC E.P. � • .... • � - EDGE OF PAVEMENT OR ROADBED F.M................... I .... I ........ 1. FORCE MAIN F.O.C. ......................... FIBER OPTIC CABLE G.A...................I.............. GUY ANCHOR M.B. .. ... ............................... MAIL BOX 0/..................................... . OVERHEAD R/W RIGHT OF WAY SANI...................................... SANITARY T...................................... TELEPHONE T.S................................. TOP OF SLOPE U/ ............................... UNDERGROUND U.P. ........... ............ .... UTILITY POLE W........................................ WATER INSTALL FIRE HYDRANT STA. 29+10 INSTALL PROP. 4" P.V.C. SANITARY FORCE ,MAIN (1' OFF EDGE OF ROADWAY) IF ® . . . . . . • . . . • . . . . . U.S. POSTAL SERVICE DROP BOX 1�}1.................................. • .. • FIRE HYDRANT C. .......................... GUY ANCHOR -+ . ................... . FIRE HYDRANT ASSEMBLY ® ............................. MAIL BOX (PRIVATE) . .............. I .......................... . PALM TREE •..................I....................... PINE TREE I ........................................... LINE PLUG � SHEET 6 o+ ...................... UTILITY POLE W/ LIGHT �'" MATCH LINE - SE 00 .................. U11UTY POLE W/ TRANSFORMER 0 ........ — .............. UnuTY POLE 35+ 00 � w X ........................ RAIL ROAD CROSSING SIGN z r ................................................. 1 ! SIGN I m I m Q ..................................... STREET SIGN 0.................................. TELEPHONE RISER uw GENERIC TREE SCALE: 1 " -- 20` I I U 4. .................. . .... . UNDERGROUND ELECTRIC ; I ............................................... VALVE � I I � INSTALL PROP. 4" P.V.C. SANITARY FORCE ---10 -_ EXISTING CONTOUR INSTALL PROP. 12" P.V.C. WATER ; i I MAIN (1' OFF EDGE OF ROADWAY) 0 ....................... .PROPOSED CONTOUR MAIN (1 OFF EDGE OF ROADWAY) EXISTING ELEVATION 10.8 ....... ....... I ........... PROPOSED ELEVATION I 1 1►1[�TAI I f r%^P9 4A" m I ^ UPl'TTT1 T.s. -------- DRIVEWAY r �I 2 xl ti I INSTALL 4" PLUG VALVE W/BOX 0 STATION 33+65 ►__ -� U,P. G.A. 1 �-- 45' BENDS W/ THRUST BLOCK uj D t9 f-- STA. 33+ 06.74 <i I 33 U.P. � ! — — R.R. R/W —1-- �-- --� rwooDs� j v G.A 45' BENDS W/ THRUST BLOCK 180 PINE r< FLORIDA EAST COAST RAILWAY CO. (NOT IN SERVICE) OF TRACKS & 150' R/W f f ■ cc N W Z M a W Z Elm W o a z Q J � 4 Z o Q � a Q CV �o I o z r LLi In o CV CA v-- ..01 SHEET TITLE ti LQ z Q J R. G.C. CHECKED M.T.M. " - JULY 1992 PROJECT NO. 92-594 PLOT DATE 02/23/93 3pm FU NAME 192-594E.DWG SHEET NUMBER rol 0 L0 M me, 0 0 • i 0 + o _ Z INSTALL PROP. 12" P.V.C. � 40 WATER MAIN (3' OFF EDGE INSTALL 12 WATER MAIN BELOW .�%� 1 OF ROADWAY) EXIS11NG C.M. PIPE. 39 V, ) I J I TEL. i 38 INSTALL FIRE HYDRANT o / I = U.P. 37 INSTALL PROP. 12" STA. 40+10 3 // i Z I P.V.C. WATER Z I I \ G.A. 36 I 1 MAIN (1' OFF EDGE OF ROADWAY) / I 1 sT. , W INSTALL FIRE HYDRANT Q I 1n - 0, SIGN ; STA. 35+70 INSTALL PROP. 12" P.V.C. WATER I �„ ; I SCALE. 2 I ` ; MAIN (1' OFF EDGE OF ROADWAY) i it La; a f o wooDs I o I W n , f WOODS M.B. I \ I F` 14' PALM + o 0 �- 14' ALAI ST. I i I� 1 _�_----------------------- --- _____ I \ 3 I�` ----- SIGN ; i I ` -' _ -_---------------------------------------- I \ gAqmNE I 1 t"1 19 PINE _ ! I 14' HICKORY -------------------- --- I I 11 ! 1 a I i� 10" JAPANESE ! p U.P. I I 1 INE i , ----------------------------____-- PLUM i I I 1 19 PINE[2:�NE u/T 1.3 M.B. I ' I '�t ___--__ ------------------------- ------------------- I _ _ ._ _. _ - - - - - - - - - - - -- - - - - - _ ._ _ . • _ . - .. __ .. __ .. - .. _ .. - .. _ .. -T.S.-- . E.P. I SHELL ROADWAY) ----_--------------._.-._._._._-DITCH---- (PRESCRIPTIVE P. --- _.-_----- .._.. .._..__..- -T.S. _24'+p�tp__ �-_ ._.._._.- -•-- __ _ -- _-._-.-.-��. IT/C-__---------- -- - _..-.._.._.._.. _-T.S. _.._.--•- - ._. _.. -. _ . - S U.P. _+ ._--li-- T.S.=. -. - _ q� _ _ _-1_.._ ------ _..- .- -I-._.-._._ ._.__piTCH _ _- - -.._. TEL. I I -. U/`T -- ---- .-.. �\ �� ,r-T.S.---._.-.-.-..._...-..-..- _._... ..._._._..-._. _-�-- ----- �__^.--�LE•-----.._...r.._..-......_...�_.. M.B. _..-.. _..._.. _ ..-T.S.- j- t 1 •� - _ _ - _--..- .� ..`T.S. -.. u -_ 1='-----�--- ` - �- - B.S. ... _ .. _ .. _ .. _ .. __ .. G.A. WIDE HEDGE �_ _ -B.$. � - --_ _ .. _ -...r _= .. �.....� .. .. U.P. �,,,� -�� 7_ '�-� '�-^! 7• �•---� .y 1•.-.�- -y •r- •`�..��' i- -� '~-� 7' "r 1--�! > ~"` •��-^! 'y /"i , � _ - � .�-" t�� l � i 1 !�' - -- � 1 _ 4' WOOfl POST & WIRE FENCE f -DITCH -- I - _ Y 0/E/GAIN - ST, - U.P. �. — `� ` =-;. �. =� �.�. > H DG - - \ ._.----►-- �__-.� I . SIGN , I 4' WOOD POST ac WIRE FENCE I ' 1.7' WE 1.7 WIDE �� I , , \1,l tPLANTER I j+ PLANTER 6.7'x6.7'------1 { lCONC. BLOCK BLDG.10.8'x10.8'1c!wCONC. BLOCK BLDG."INSTALL PROP. 4 P.V.C. SANITARY FORCE INSTALL 4' SANITARY FORCEL�1 � BELOW EXISTING C.M. PIPE. m MAIN (1' OFF EDGE OF ROADWAY) I O CITY of NEW SMYRNA BEACH . _)01 SHEET LOCATION MAP NOT TO SCALE 43 42 BACTERIALOGICAL SAMPLE POINT & O MANUAL AIR RELEASE VALVE ASS'Y. 0 STATION 41+25. U.P. 18" CABBAGE ` PALM + 0 7' MAPLE ATION) 44 ABBREVIATION B.S. .... • ....................... BOTTOM OF SLOPE CAN .................................. CABLE T.V. E....................................... ELECTRIC E.P. • ... • • . • . • • EDGE OF PAVEMENT OR ROADBED F.M.................................... FORCE MAIN F.O.C. • ........................ FIBER OPTIC CABLE G.A.................................. GUY ANCHOR M.8....................................... MAIL BOX 0/ . _ ............................ I .... I OVERHEAD R/W ................. ............ I RIGHT OF WAY SANI...................................... SANITARY T...................................... TELEPHONE T.S................................. TOP OF SLOPE U/ .............................. • - . • UNDERGROUND U.P. ............ ........... ........ UTILITY POLE W.......................................... WATER 45 I\1[�TAI I rinr I I\/r1m AAIT LEGEND ...•.••••.••. . U.S. POSTAL SERVICE DROP BOX ►�...................................... FIRE HYDRANT C- .......................... ............. GUY ANCHOR -o-o-� . • • • • . • • • • • • • ... • • • • FIRE HYDRANT ASSEMBLY ® .............................. • MAIL BOX (PRIVATE) ........................................... PALM TREE ............... ............ I — .......... PINE TREE ...................1.1..................... LINE PLUG . ......................... UTILITY POLE W/ LIGHT C�+ ........ • • • • • . • • • . UTILITY POLE W/ TRANSFORMER O........................................ UTILITY POLE ..........•••..•..••••• • RAIL ROAD CROSSING SIGN ....... ..... ......... I'll ...... I.......... SIGN +.................................... STREET SIGN 0.................................. TELEPHONE RISER 0 ...................................... GENERIC TREE . ..•..•...•...•.•..•••• ••UNDERGROUND ELECTRIC *-* ................................................. VALVE -10- -• ••-•••----. ---•--•-•---- • EXISTING CONTOUR �10 ................ • ......... PROPOSED CONTOUR ......... EXISTING ELEVATION 10.8 PROPOSED ELEVATION 46 0 0 WOOD POST & WIRE FENCE--__ ups MMLE.P. 13' OAK - _ _ �s-� ��,�-.� , - - - - U/T (ENDS)E.P. ` �f j� .--B.S. — �_U/,T TAIVM 13L"D* _________--.__------------ _.-_-- _.._..-.._..-.._ - _.._.._..._.._.�' .DITCH- (PRESCRIPTIVE R/W) (SHELL ROADWAY} - - -u%T-- " - -T.s.- _ _ - . _ • _ _ _ _, _ .. _ .. _ .. -T.S.-- . . -T.S; !!!!7 ..... � .— -- _—_— ,..... .—..—..._.._.,_..—.._..— ..Y.. .`".. — — — _ _ _... — — .--_—__.;.,_—�S�_U. I I ® ..—T.S.-• ��—__y r`.�..._--^---`��-�� U%T --- — _..—.._..—. _.._ _ _ _ _ _ _ — — ------ --'-- —T.S.—.. I I M.B. f�- Y woods .r------------- —_---- _ —.. _••—• - __..—T.$. -.—._.--.._.-._._.~. ^_--- -«-! �..._.._..._ f= ``---- -1�r �, I.'.+ �•�•---U/T-- _.-.._..-.._-.._.._ .. _.. - --.-._.. -DITCH--B.S. - --� _ _-'.��-• -�' -- -.._.. - ��-f �-- Y- SST. �-- _ - - - -_ --� - = .5 _..-..._,._.. ._� - -r- ``�' -�- �p SIGN, _ .. T.S.- - _ _ - - - _ _ .. = 'p T r - V - O� ` I ► ► „ �.----- r._s�- _ _ _ _.-._ _ �- y __-_-.-. =.._.. s 1 I QC I I INSTALL 4 PLUG DITCH----------------- _ , - .- .. - �.`' - - f I �-. -r C �- _-_ o/�----- _r---_r-- 1 _--__ _�-- _.�� -~ -~ woods / w i C]W ; 1 VALVE W/BOX (J I STATION 45+20 1 I 11iJ WOODS I U } INSTALL PROP. 4 P.V.C. SANITARY FORCE MAIN (1 OFF EDGE OF ROADWAY) I ' 1 - I c Z W N W M w Q W Z m �I. W o o Z z o own d m C� � Z 0 I) w: Q N Q co z t O I a z 00 Ld d' N � SHEET TITLE LAJ Z Q J R.G.C. CHECK M.T.M. JULY 1992 PROJECT NO. 92- 594 PLOT DATE 02/23/93 3pm FILE NAME 192-594F.DWG 090-1 11001 0 L0 tV L0 0 0 ► 48 I ' I ► INSTALL PROP. 12" P.V.C. WATER I/ ' MAIN (3' OFF EDGE OF ROADWAY) �I I , 49 FIRE HYDRANT ASSEMBLY STA. 48+50 50 INSTALL PROP. 12" P.V.C. WATER MAIN (1' OFF EDGE OF ROADWAY) 51 0 Lo N Lo 52 11 0 l SCALE: 1" = 20' WOODS ,.j uj -- — _ m / ( j 4' WOOD POST le WIRE FENCE W cn w /--------------------------------------------------- E.�. I 1i i 4WOOo POSTkAARE FECE —-------- ---- --------- I BASEUNE w _ _ _ _ _ _ -: - - - ----=_-- -_ -- - ----- --'-----� �______-.----=--------------------------------- '� [�LVD. E.P. _ z wcn- E.P.- _- -_--- (PRESCRIPTIVE R/W) (SHELL ROADW ) -- - -- --- - -- - - - --------- — — — — — 3.0' ---- -- -- -- - --- - — — — — ._ _ p-E-- — --! _ ---- - --- - --- ---- - - --_ l SIGN �' V —-- --------— ---- ----- ------- f!�—� ` — �' W - - _ E-- ---- ---------- - ---- - - - - --- -------------- — — o E — -- — — _ -- �.o' (TYP) % T. WOODS U T.S. -- / WOOD WOODS INSTALL 4" SANITARY FORCE MAIN (1' OFF EDGE OF ROADWAY) 53 BACTERIALOGICAL SAMPLE POINT do 54 MANUAL AIR RELEASE VALVE ASS'Y. A STATION 55+00. FIRE HYDRANT ASSEMBLY STA. 54+25.00 _ 811 W. � 13' PINE 15' PINE o STA. 53+ 07.16 1 m WOODS woaDs L w- -- - - ---- ---------------__--------_-------------------------------------- ---------------------------._____- ---- W----------------------------_ 55 INSTALL 12" GATE VALVE W/Box 0 STATION 55+10. 56 INSTALL 12" WATER MAIN (1' OFF EDGE OF ROADWAY) 57 4' WOOD POST do WIRE 22' PINE — — — — — — — — — — — — -- — — — — — — — -------------- ---- — — — — — E.P. �y�• _ __------------- —___.� BASELINE `3�• BASELINE TATU M 8LW (PRESCRIPTIVE R/W) (SHELL ROADWAY)— ---- _---- -- Wj(-� S. _ _ - -- _ - _ -�- - - _ ___------------- ---- ----- - -- - --- - -- ---------- ----------------------- -- ----- - - - --------------------- E._P. —E'P.------------------ _. — — _ — _. — —. _ — — — U.P. 45' BENOS W/ THRUST BLOCKS _ .P-I 45' ELBOW W/THRUST BLOCKS A �`•� , ,� co Q WOODS WOODS w000s 1 B' PINE �, t I � `� 45' BENDS W/ THRUST BLOCKS . STA. 57+75.54 t INSTALL 4" SANITARY FORCE MAIN , (1OFF EDGE OF ROADWAY) a I �11 PINE. ELBOW W T BLOCKS FIRE HYDRANT ASSEMBLY 4 5 E /THRUS „ arf OF _ I STA. 58+50 INSTALL PROP. 4 P.V.C. SANITARY FORCE Ww SMYN" BEACH MAIN (1' OFF EDGE OF ROADWAY) ABBREVIATION LEGEND \� in B.S. BOTTOM OF SLOPE ................. U.& POSTAL SERVICE DROP BOX CATV.CABLE T.V....................................... FIRE HYDRANT SOU14 E ........ . . ......... ..... .ELECTRIC ia MAHSCU I jj at GUY ANCHOR I ► al r f E.P. • • . • • ... • • • EDGE OF PAVEMENT OR ROADBED SCALE: 1 " - 20' I �.. 0 ull I I ... ... ..... ....... FIRE HYDRANT ASSEMBLY - , EDGEWA CITY OF F.M.................................... FORCE MAIN ® ............................... MAIL BOX (PRIVATE) F.O.C. FIBER OPTIC CABLE . ......................................... PALM TREE 13 G.A. GUY ANCHOR .... PINE TREE 1 I I t2 M.B. .......... ........... ... ........................................... MAIL BOX I I " .... . • LINE PLUG I I INSTALL PROP. 12 P.V.C. WATER to SOUTH R / MAIN (1 OFF EDGE OF ROADWAY) D.B.C.C. 0/ OVERHEAD p-# ..........................UTILITY POLE W LIGHT i i i ' i /W RIGHT OF WAY cF CAMPUS) 40 ........ ' ......... UTILITY POLE W/ TRANSFORMER SANI. SANITARY 0 ..... ... UTILITY POLE T ..... ............. INSTALL PROP. 4" P.V.C. SANITARY FORCE ..... .... ....... TELEPHONE 0 �C • RAIL ROAD CROSSING SIGN MAIN (1' OFF EDGE OF ROADWAY) e T.S. TOP OF SLOPE 0 .................................................. SIGN I i i I of U/ UNDERGROUND STREET SIGN I i i U.P................................. . UTILITY POLE c� 0.................................. TELEPHONE RISER p i I ....................................... l w WATER .................................. GENERIC TREE I -�'- .................. . ..... UNDERGROUND ELECTRIC t ................................................ VALVE Il —10� EXISTING CONTOUR i I t �10 -PROPOSED CONTOUR e 10.6 • ...... . .... . ............... EXISTING ELEVATION 5I 10.8 PROPOSED ELEVATION 1 la I I L1FT5TATION}aj MA 7-CH LINE SEE SHEET 8 SHEET LOCATION MAP NOT TO SCALE 59+50 to ic N W ico C-4 ' w � Q W Z I.. W 0 Z Z 0 I n mj c Z 0 O V) 4 LeV 4(o Z ,K. ¢Q o I z� W ..� 1C1 0 ti - R.G.C. CHECKED M.T.M. DATE JULY 1992 PROJECT NO. 92-594 PLOT DATE 02/23/93 3pm FILE NAME 92-594G.DWG SHEET NUMBER 7 INSTALL 4" SANITARY FORCE MAIN (PVC) (1' OFF EDGE OF ROADWAY) 11" PINE STA., 60+68.34 V,15" TWIN PINE (2) 450 BENDS --� W/ THRUST BLOCKS MA TCH LINE � SE E SHEET c----__� G.A. U.P. "l__ftft59+50 INSTALL 12" WATER MAIN (PVC) (1' OFF EDGE OF ROADWAY) I I ' V I / \`V. I . \11 \ 1 \"fr f \ V V • / \fa. • V SEE DETAIL - SHEET 16 STA. 61 +40 CITY OF NEW SM MA BEACH w 5"� 14 CITY of EDOEI NATIM IF \13 4}(UFTSTATION) r It IQ �° P� 2 P 3 SHEET LOCATION MAP NOT TO SCALE IAICTAI I CIDC UVnDAkIT ABBREVIATION B.S. .......... .... . .......... BOTTOM OF SLOPE CATV ....... .................. ...... CABLE T.V. E ...... ................... ........... ELECTRIC E.P............ EDGE OF PAVEMENT OR ROADBED F.M.................................... FORCE MAIN F.O.C. ......................... FIBER OPTIC CABLE G.A........................I...I...I . GUY ANCHOR M.B.................................... MAIL BOX 0/..................................... OVERHEAD R /W ........... ........... I .... .-.. RIGHT OF WAY SANI. ....................... ............. SANITARY T.................................... TELEPHONE T.S................................. TOP OF SLOPE U/ .......... • ... I . , ......... • .... I .. UNDERGROUND U.P.................................. UTILITY POLE W ................. ........................ WATER IL Ie%rA11 4r%" li/A rr-n ►I AI\1 /n\/^% SP AN I SH MISSION HEIGHTS — UNIT 3 M,B, 19, PG. 197 (LOTS 34 thru 50) LEGEND • ... • .. • . .. U.S. POSTAL SERVICE DROP BOX ...................................... FIRE HYDRANT C ....................................... GUY ANCHOR .... 11<1 --- �4 • .................... FIRE HYDRANT ASSEMBLY ® ............................... MAIL BOX (PRIVATE) `1f►.......................................... PALM TREE ........................................ PINE TREE ........................................... LINE PLUG (3+ ......................... UTILITY POLE W/ LIGHT 05 ............. . ... . UTILITY POLE W/ TRANSFORMER O........................................ UTILITY POLE X . ...... . • • • • . • ... • . RAIL ROAD CROSSING SIGN 4n............ ..I.I... I ..... I..I.I........ .... SIGN +................................... STREET SIGN D .... ....................... TELEPHONE RISER . GENERIC TREE -'� . ....... ........... ... . UNDERGROUND ELECTRIC ........ . ................... ... ............. VALVE r � 10_ _ .......I..I EXISTING CONTOUR 1-10-�, PROPOSED CONTOUR .... ... ........ EXISTING ELEVATION 10.8 ....... . .......... ....... PROPOSED ELEVATION SCALE: 1 " = 20' INSTALL 4" SANITARY FORCE MAIN (PVC) (5' WESTERLY OF UTILITY POLES) . L w w cn w w I w Z 2 V Ic Z W 04 N Z ., � � o W Z W a a a V z z N 0 (a c a Z O � V � Q N z0 Q oO CIO Z w L00 N cr) Y \� SHEET TITLE DRAWN R.G.C. CHECKED M . T. M . DATE 11 /09/92 PROJECT NO. 92-594 PLOT DATE 02/23/93 4pm FlLE NAME 92-594H.DWG SHM NUMBER 8 ,ol in • 4 EsDe� H W W fly W W Crrf OF cu797T I OrATIr1Ai W AP INSTALL FIRE HYDRANT STA. 67+00 INSTALL 4" SANITARY FORCE MAIN (PVC) (5' WESTERLY OF UTILITY POLES) A DDDr\n A -rind 8.& ............. .............. BuTTOM OF SLOPE CATV.................................. CABLE T.V. E ....................................... ELECTRIC E.P. • .. • . • . � - - EDGE OF PAVEMENT OR ROADBED F.M. .............................. .... FORCE MAIN F.O.C. ......................... FIBER OPTIC CABLE G.A. ................................ GUY ANCHOR M.8....................................... MAIL BOX 0/..................................... - OVERHEAD R/W RIGHT OF WAY SANt............ . ......................... SANITARY T TELEPHONE T.S. ..................... ......... TOP OF SLOPE U/....................... I ..... I.... UNDERGROUND U.P.................................. UTILITY POLE W.......................................... WATER . . • • . . • • . U.S. POSTAL SERVICE DROP BOX ... ................. ................ FIRE HYDRANT C ............... ................... .... GUY ANCHOR -"-�4 . ................... . FIRE HYDRANT ASSEMBLY I2!�O ............................... MAIL BOX (PRIVATE) + ......................................... PALM TREE ........................................... PINE TREE ........................................... LINE PLUG 4+ .......................... UTILITY POLE W/ LIGHT C3� .................. UTILITY POLE W/ TRANSFORMER O................................. ...... UTILITY POLE x . • ...................... RAIL ROAD CROSSING SIGN _cL . ............................ .............. ..... SIGN +....................................... STREET SIGN 0.................................. TELEPHONE RISER ........................ I ............. GENERIC TREE ... . ......... UNDERGROUND ELECTRIC .................................. . ..I ........ VALVE - 10_ .............. I ..... . . ...... EXISTING CONTOUR . . - - • - • - • • - PROPOSED CONTOUR ...... . . ....... I EXISTING ELEVATION 10.B ................... ..... .. PROPOSED ELEVATION BASELINE STA. 71+12.98 BACK (TATUM BLVD.) SCALE: 1 " -- INSTALL, FIRE HYDRANT ASS'Y. ® STATION 71 +11 0 0 R/MI - - - - INSTALL 12" x 12" TEE, TWO (2) 12" VALVES W/BOXES, 20 LINEAR FEET OF PIPE, PLUG AND BLOCK END OF WATER LINE. WOODS o/E R/W f 32 I 3 1 i INSTALL 12" WATER MAIN (PVC) n (5' NORTHERLY OF BASELINE) BACTERIALOGICAL SAMPLE POINT &MANUAL AIR RELEASE VALVE ASSEMBLY. SEE DETAIL � SHEET 16 OF� SPANISH MISSION I � G • � �� HEIGHTS —UNIT 3 M.B. ,s, Pc. 197go (INSTALL 4* PVC SANITARY FORCE MAIN I(5' SOUTHERLY OF\ C�) � � -,�o SPANISH MISSION � HEIGHTS —UNIT 3 M.B. 199 PG. 197 UTILITY 'EASEMENT (25.0' TYPICAL) 5.0' TYPICAL 5.0' TYPICAL I 10.0' MINIMUM PROPERTY CORNER D B. C. C. SOUTH MATCH LINE -SEE SHEET 10 �'C' 2+20 CAMPUS D,e c ! C'1Mp s00USTy cc N Le W cc C7 W = o 0 :o O ~ z NJ 0 � o � Z d O P ¢04 za o z 4i .-1 Ll")o cqcn LLJ(/j z Q J Q.. DRAWN R.G.C. DiECKED M.T.M. DATE 11 /10/92 PROJECT NO. 92-594 PLOT DATE 02/23/93 4pm FILE NAME 92-594Z.DWG SHEET NUMBER 9 ,/ Ire rp ej�x G• C - 1 J�V � = 56'46'56" R = 172.97' CB = N 39'35'31" E LC = 164.49' �Q. \ L = 171.42' 0 o QJ5 � �X GP \ 5�J 1 1 t INSTALL 4" P.V.C. C — 2 ti 63.63' ® N 11'12'03" E SAN. FORCE MAIN " � = 63 03 31 1 l R = 207.42' C8 = N 42'43'48" E LC = 216.94' 1 L = 228.28' 1 1 � 1 ti 1 1 WETLANDS J r WETLANDS CITY OF NEW SMYRNA BEACH 3y��' 2 INSTALL 12" P.V.C. WATER MAIN LIMIT OF CLEARING 68.64' ® N 74*15'34" E 1� SCALE 1 "=20' r 1 1 � l WETLANDS (C-)x Q .MW A = 17038' 41 " R = 771.60' CB = N 11'4935" E LC = 236.63' L = 237.62' INSTALL GATE VALVE W/BOX 0 STA. 7+55 t VOW ui La 1.� 1 ui z C.� d O � r1� 00 f ■ i1 N Z W 04 w z M a Q W z x NJo !t a �- V Z z 0 I n � o u) � a (A z 0 _ Q CV d� z¢ Qo 0 z cro w U1 o CNrn 6:1-:A4MI1114 - - R.G.C. CHECI(ED M.T.M. DATE 11 /09/92 PROJECT NO. 92-594 PLOT DATE 02/24/93 9am FILE NAME 92-594J.DWG SHEET NUMBER 10 ire WETLA� 1 JDS � \ SCALE: 1" = 20' INSTALL GATE VALVE & a . /ems w s r, •,- ♦ .a . . a n INSTALL 4' PLUG \ cy) VALVE W/BOX LAJ � try `� Lu- .......... � 15+ 00 � _ }� d = 56.46' 30" I � `�' - `� C� p R = 288.93' Z.• O CB = N 07.44'28" W 00 a - 'A C 5 3 ' Q 0 = 1628 24 + _aco B.S. ...................... BOTTOM OF SLOPE CAN .................................. CABLE T.V. E....................................... ELECTRIC E.P............ EDGE OF PAVEMENT OR ROADBED F.M. ................ ........... ..... FDRCE MAIN F.O.C. ......................... FIBER OPTIC CABLE G.A. ................... ..... ... GUY ANCHOR M.B.................................. .... MAIL BOX 0/....................1................ - OVERHEAD R/W .......................... RIGHT OF WAY SAKI. .. ................................... SANITARY T...................................... TELEPHONE T.S. . • ......................... • .... TOP OF SLOPE U/ ................... • ....... • ...... UNDERGROUND U.P.................................. U71UTY POLE W.......................................... WATER SIGN +........................................ STREET SIGN V ROh9 Ql� 2 MATCH u N E -SEE SHEET 12 0 ..................................TELEPHONE RISER ►� � �� ................................ GENERIC TREE Q 3 -'�- ........... . . . ......... UNDERGROUND ELECTRIC .. ...................... I ...... .......... ..... VALVE --10 .................. EXISTING CONTOUR SHEET LOCATION MAP �101� ......................... PROPOSED CONTOUR NOT TO SCALE 10.6 . .......................... EXISTING ELEVATION 10.8 .......................... PROPOSED ELEVATION . V cc � z�c'q w � � � a W W cr- O ..J � oLL- (� Q E. z Q a U) oc Z 0 a w V) w QA' Z Q I L �\ Wto 0 N SHEET TITLE W z Q 4 DRAWN R.G.C. CHECKED M.T.M. DATE 11 /09/92 PROJECT NO. 92- 594 PLOT DATE 02/24/93 9om FILE NAME 92-594K.DWG SHEET NUMBER 11 in SCALE: 1 " = 20' FUTURE PARKING (BY OTHERS) �\ �\ t CITY of / NEW SMYWA BEACH / I \ slo ,SOUTH —14 \ CAMPUS) CITY OF EDGEWATER � , \ • � � a 13 / \ \ IN, / II i � I SHEET LOCATION MAP NOT TO SCALE A DQDC \A a -nnKl B.S. ............................ BOTTOM OF SLOPE CAN .................................. CABLE T.V. E ....................................... ELECTRIC E.P. . . . . . . . . . . EDGE OF PAVEMENT OR ROADBED F.M.................................... FORCE MAIN F.O.C. ... F18ER OPTIC CABLE G.A. .......................... .. .. GUY ANCHOR M.8....................................... MAIL BOX 0/...................... I ....... .... .... OVERHEAD R/W ............................... RIGHT OF WAY SANI. ......................... .......... SANITARY T.................................... TELEPHONE T.S. ............................... TOP OF SLOPE U/...................I...........1.. UNDERGROUND U.P. .............. • ........ • .. - - - . .. UTILITY POLE W...................................... .. WATER LEGEND ® .................. U.S. POSTAL SERVICE DROP BOX ...................................... FIRE HYDRANT C. ........................... ......... .. GUY ANCHOR - .... • • .. • .. • .. • • ... • . FIRE HYDRANT ASSEMBLY ® ............................... MAIL BOX (PRIVATE) . .... PALM TREE .............................. .. PINE TREE ........................................... LINE PLUG O-F ................... .... UTILITY POLE W/ LIGHT Of .................. UTILITY POLE W/ TRANSFORMER O ......... ..... ............... . ...... UTILITY POLE >` ............ . . . . RAIL ROAD CROSSING SIGN -.0 . ..... .. ....................................... SIGN -¢- STREET SIGN Gi ........ • ..... . ... ............. TELEPHONE RISER .......................... I ........ GENERIC TREE -'4`- .... ....... ` ............. UNDERGROUND ELECTRIC ............................ ................... VALVE _.----10.. ........................... EXISTING CONTOUR ....,= 10... .. ................ . ........ PROPOSED CONTOUR 10.6 ............ EXISTING ELEVATION 10.8 ............................ PROPOSED ELEVATION N Z W N Z ,w rA 4 W Z W 0 a 12 Z o z o Q co)-0 o n (A c oc Z o Q cn Q N Z as om z M Lo o CV Q) SHEET TITLE - -- --R.G.C. tEptED A.T.M. DATE 11 /09/92 PRO&CT NO. 92-594 PLOT DATE 02/24/93 1 Oam FlLE NAME 92-594L.DWG SHEET NUTA" 12/ n On of IV ABBREVIATION LEGEND NM A KACH B.S. BOTTOM OF SLOPE 19 .................. U.S. POSTAL SERVICE DROP BOX X /\ CAN ............ . ..................... CABLE T.V. •�• ................... , .................. FIRE HYDRANT \ —�V ...................................... I ) 1 E ELECTRIC C. ........................ . ............... GUY ANCHOR f \ " E.P. • • • • • • • .. • • EDGE OF PAVEMENT OR ROADBED o - .................. FIRE HYDRANT ASSEMBLY (CAM US 14 Ov / \ \ 'L f �M f / F.M. . .................. FORCE MAIN ® .............. I................. MAIL BOX (PRIVATE) ) 0 N 76"�0 / F.OI. FIBER OPTIC CABLE . .......................................... PALM TREE �c vA� ................................ G.A. GUY ANCHOR .......................................... . .......................... , ..... .......... PINE TREE M.B....................................... MAIL BOX /� ` \ % 1 - LINE PLUG 13 y \ \ � ,� 0/ . _................................. I OVERHEAD p♦ .......................... UTIUTY POLE W/ LIGHT AN ; 12 % �� / 'p\ >> \ R/W ............ • . .......... RIGHT OF WAY p, UTILITY POLE W/ TRANSFORMER 11 `� / \ X \NS / SANI...................................... SANITARY 0 ...... UTILITY POLE a 10 (SOUTH CAMPUS) T TELEPHONE ...... • ....... . ...... RAIL ROAD CROSSING SIGN �� / /\\ 0 \ T.S................................. TOP OF SLOPE ...... .... .. ....... ...... .. � .... .. ......... SIGN U/.................................. UNDERGROUND STREET SIGN s / \\ �4 \ U.P.................................. UTILITY POLE 17 ... TELEPHONE RISER W.......................................... WATER \ 4r / c�4 x ....... . ............................. .GENERIC TREE � h � � / \ \\ w -' . .................... UNDERGROUND ELECTRIC,�• � �� // \\ � \\ � +►+ ............................VALVE �� ,a 4,� I / f \ \ \ o Q. / • f \ \ Z cn EXISTING CONTOUR / �- \ \ Q -10 • . . . PROPOSED CONTOURS MATCH LI N E SEE SHEET 14 1 + 9 6 . C] 5 ........... EXISTING ELEVATION / \ __ ........................ ... PROPOSED ELEVATION g ` Q s �� Q• Q��, / / // \ \ \ \ \ �� w AT r 1N.K � p(, 51DEM1 UFTSTATION �� Q � J� f•�' / � , \ \ \ x� \ o \ Rom' \ y o \ ry SHEET LOCATION MAP Z ;' • NOT TO SCALE \ / / 141 0 \ \ \ \ U J � tr — � �t v .� � / -q� CLEAN \ \ OUT \\ too ' • • • • 1,'j t,• • 1 • �. • ♦ ter' �. ♦J . •... ............... • . / / � � / / ' �' / l •-•... \ 4 LIFTSTATION L LI i • ,� ,\ � a� �� i \ �,� ��`'�a'' I FY LIFT STATION AS +oa — �\ \ ��' o�o� /! PER DETAIL ON SHEET 18 C, CLEAN OUT INSTALL 8"x4" TEE & 47 GATE VALVE i WITH BOX 0 -- � � � STATION 0+56 + - INSTALL 12" DUCTILE p - 72'57'30"- 1 / ` ®PRV IRON WATER LINE. R = 369.50' ` ` ✓�� CB - N 51 39 24 E , � � 1 R �, P ��. / / � � � x ' LC = 439.36 1 m Lo 0o I co L = 470, 51' r \ `I`ls P 1pE> PULL 84X CL V601 > w Z ` W �F • �� f N _ , Q � ao V) L w o ! 90 �N-� f 0EF ASS � / � / � � � , /�O / �, L i _—� 4 �. ? cwn Q a°°o N a VE 8L0� [XIS�t4G / ` % 0 �` E I R4-O 1O 3 LAI -� ONNECT REPL-p`CE ,i P 1 C CUT & + "� / / -9 G CLEAN OUT / F % 4" PIPE' T (45 �.F • P1-ACEMENT / 1-/ �� g�D �- P A��ANp p,VEMENT R _ -� O 1CID 4\�A. Z V Q � 0 Ld P.I. V- Ir �- x 4- 0+ 00 on x (NORTH) � Q � � o Z>< I <Z I ` 0a IoCL CL con I �m I � I / 21+00 I 1 I 21+64. INSTALL 4" PLUG VALVE W/Box I 58 L.F. 4" D.I.P. wATIR _...- \ \ SCALE: 1 " = 2 0' VALVE ,/ - , ` --I- 13 L0 S ' I r I Q I z PROPOSED PARKING LOT z I (BY OTHERS) � I Iui I I � / I I � 20+ 80 MATCH LINE SEE SHEET 12 FM — 1000, / CONNECT 4" FORCE MAIN TO EXISTING FORCE MAIN AT THIS LOCATION. INSTALL BEND AS REQUIRED TO COMPLETE THE CONNECTION. • REMOVE 5' OF EXISTING FORCE MAIN PIPING AND PLUG THE END. EXISTING LINE AND TREATMENT PLANT TO BE ABANDONED IN PLACE. TOWER GUY WIRE \ EXISTING TOWER \ �lllc �1llc ILL EX. WETLAND NOTE: CONTRACTOR SHALL FIELD ADJUST LOCATION OF 12" DUCTILE IRON WATER MAIN TO AVOID EXISTING UTILITIES AND TREES. MAINTAIN TEN (10) FOOT MINIMUM SEPARATION BETWEEN NEW 12" WATER MAIN AND EXISTING 4" SANITARY FORCE MAIN. A :.s (� C Z w W CIII re)�_ c a W Z �.. W o a Z o m1 (A o (A oc z n o � V � 4N <co Z 't Q O o I z� Lv ¢ Ncr) T !J ►��" k4i1fTl- _... - R.G.C. CHECKM M.T.M. DATE 11 /09/92 PROJECT NO. 92-594 PLOT DATE 02/24/93 10am FILE NAME 42-594M.DWG SHEET NUMBER 13/ ro.i Lf a U a 04 W W 2 V) W W to W z ZI INSTALL FIRE HYDRANT I 1 I I I & THRUs I tJLUU\ \ ASSEMBLY, STA. 1+89 1 �1 va I i W I 1,001 IVALI I BOX - I J WRV ABBREVIATION B.S. ............... .. L ......... BOTTOM OF SLOPE CAN .................................. CABLE T.V. E ....................................... ELECTRIC E.P. • • • . • • • .... EDGE OF PAVEMENT OR ROADBED F.M. ............. FORCE MAIN F.O.C. .. .......... ... .. .... FIBER OPTIC CABLE G.A. GUY ANCHOR M.B. ......... .... ....................... MAIL BOX 0/ ........ ............................. OVERHEAD R/W ............................... RIGHT OF WAY SANI..................................... SANITARY T...................................... TELEPHONE T.S. . ........................... . TOP OF SLOPE U/ ......... ....... ....... . ... UNDERGROUND U.P. ... . ............................. UTIUTY POLE W.......................................... WATER LEGEND © . • . • • • • • • • . . U.S. POSTAL SERVICE DROP BOX 4� ...................................... FIRE HYDRANT ......................... ........... GUY ANCHOR �+ ..................... FIRE HYDRANT ASSEMBLY ® ....... ....................... MAIL BOX (PRIVATE) ........................................... PALM TREE .................. I ... I ................. ... PINE TREE ........................................... UN E PLUG G 4 ............. .......... U71UTY POLE W/ UGHT 00 .................. UTILITY POLE W/ TRANSFORMER 0........................................ UTILITY POLE X ........................ RAIL ROAD CROSSING SIGN --a . ................................................. SIGN +............. ....................... STREET SIGN 0 ........... ..................... TELEPHONE RISER ..................................... GENERIC TREE -' — ... • .................... UNDERGROUND ELECTRIC ...............................................VALVE --10. `........................... EXISTING CONTOUR �10-- .......................... PROPOSED CONTOUR I ...... • ................... EXISTING ELEVATION 10.8 ........................... PROPOSED ELEVATION Mtw = Tic" MACH 1 A* Jo• 5�e��`� SHEET LOCATION MAP MON) I N �z Voo -D =o 0o� U 3 N�LLJ o m G N Z W N n , M .+ c 4 W Z IM o LL- � � a o� F- Q co) ,c z a o in Q N d ¢ O _ 0 z ra%i uj .-. u') 0 04rn r v SHEET '17LE W DRAWN J.R.H. CHECKED M.T.M. DATE 11 /09/92 PROJECT NO. 92-594 PLOT DATE 02/24/93 11 am FILE NAME 92-594N.DWG NOT TO SCALE SHEET NUMBER 14 ZI 8 8" F. J. x P. E. D.I. PIPE 8" GATE VALVE (TIE --ROD TO TEE) Eww Ash FLOOR DRAIN BRICK PILE SUPPORT 0 I�1 Iwo _ I■ �� 7 Imo- 7'-7" 8" GATE VALVE (T]L�OD TO TEE momm- nm Tvr1Ji m_Lw J 1 VIAL. 1{\ INI L I L IN V h U L I ■ Z [A+ F. U• F • LJ � I • \ I FILTER FABRIC. VV r N. T. S. L t� q � FLOW �► MENE\\�M�M\ +-- EXISTING ASPHALT PAVEMENT -- EXISTING BASE MATERIAL EXISTING COMPACTED SUB -GRADE LIMEROCK BASE - 12" MIN. DEPTH TO BE PLACED IN 6" LAYERS AND COMPACTED TO 98% DENSITY BY AASHTO METHOD T-180. COMPACTED BACKFILL THOROUGHLY TAMPED IN 6' LAYERS. DIA. + V-0" MIN. DIA. + 2'-0" MAX. ROUND TRENCH TO CONFORM TO BOTTOM QUADRANT OF PIPE TYP E "A" PAVEMENT REPLACEMENT DETAIL EXISTING SURFACE AND BASE TO BE SAW CUT AT RIGHT ANGLE TO PAVEMENT 24" #3 BAR MAT 3'-0" MIN. 50-60 #/100' OR WIRE FABRIC 40-60 #/100' BARS TO BE 12" O.C. ROUND TRENCH TO CONFORM TO BOTTOM QUADRANT OF PIPE N.T.S. 8" 3,000 P. S.I. CONCRETE 24" �--- EXISTING PAVEMENT +--- EXISTING BASE MATERIAL �--- EXISTING COMPACTED SUB -GRADE FIRST STAGE: THE CONTRACTOR SHALL PROVIDE SECOND STAGE ADEQUATE COMPACTED FILL BENEATH THE BACKFILL 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. SECOND STAGE: THE CONTRACTOR SHALL OBTAIN FIRST STAGE A WELL -COMPACTED BED AND FILL ALONG THE BACKFILL SIDES OF THE PIPE AND TO A POINT INDICATING THE BOTTOM OF THE 8" THICK CONCRETE SLAB DIA. + 1'-0" MIN. OR LIMEROCK BASE. DIA. + 2'-0" MAX. TYP E "6" PAVEMENT REPLACEMENT DETAIL N.T.S. DENSITY PROCEDURES: THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6"LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100X OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. EACH LAYER SHALL BE TESTED PRIOR TO PLACING THE NEXT LAYER. C N Z W N ,z M Q W Z m �.. W 0 Z z co) m 0 a M Q N Q Z 0 Q I O o0 Z Mj W N � 4r- vmd SHEET TITLE DRAWN R.G.C. CHECKED M.T.M. DATE JULY 1992 PROJECT NO. 92-565 PLOT DATE 02/24/93 2pm .FILE NAME 92565MTR SHEET NUMBER 15� We] WATER MAIN ANCHORAGE SYSTEM FOR MAXIMUM INTERNAL PRESSURE P=150 AND MINIMUM SOIL PRESSURE qa=2000 PSF THRUST BLOCKS ANCHOR BLOCKS BEARING PADS 90" BENDS 45' 'BENDS 22.5' BENDS WYES & TEES 90BENDS 45' BENDS 22.5' BENDS WYES & TEES 90' BENDS 45' BENDS 22.5' BENDS WYES & TEES PIPE (IN) B FT D FT REINF E. W. B FT D FT REINF E. W. B FT D FT REINF E. W. B FT D FT REINF E. W. 2 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.71 1.3 - -- 1.0 - _ 1.0 -- 1.8 - - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 3 1.0 0.7 _ 1.0 0.7 - 1.0 1 0.7 - 1.0 0.7 - 1.7 - - 1.4 11.0 - 2.4 - 1 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 4 1.0 0.7 - 1.0 0.7 - 1.0 0.7 -- 1.2 07 -- 2.1 - - 1.7 - - 11,3 - 2.9 - -- 1.0 1 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - fi 1.4 0.7 _ 1.0 0.7 - 1.0 0.7 - 1.6 0.7 - 2.7 - - 2.2 - - 1,7 - 3.8 - - 1.2 0,7 - 1.0 0.71 1.0 0.7 - 1.4 10.7 - 8 1.8 0.8 _ 1.4 0.7 _ 1.0 0.7 - 2.2 1.0 - 3.3 - - 2.6 - - r 2.1 - 4.6 .- - 1.6 0.8 - 1.2 0.7 - 1.0 0.7 - 1.9 0.8 10 2.3 1.0 _ 1.7 0,8 - 1.2 0.7 - 2.7 1.0 - 3.8 - - 3.1 - - 2,5 - 5.3 - - 2.0 0.8 - 1.5 0.7 - 1.0 0.7 - 2.4 1.0 - 12 2.7 1.0 _ 2.0 0.8 - 1.4 10.7 - 3.2 1.0 - 4.3 - - 3.5 - --- 2.8 -- 6.0 - - 2.4 1.0 - 1.7 0.8 _ 1.2 0.7 - 2.8 1.0 - 14 3.2 1.0 4 #5 2.4 1.0 3 #5 1.7 0, 7 - 3.8 1.0 5 #5 4.7 - 5 #5 3.9 - 4 #4 3.1 3 6.7 6 5 2.8 1.0 4 #5 2.0 0.8 2 #5 1.4 0.7 - 3.3 1.0, 4 16 3.6 1.0 5 #5 2.7 1 1.0 3 #5 1.9 08 2 #5 4.3 1.2 5 #5 5.2 - 5 5 4.2 - 4 #5 3.4 3 #4 7.3 __ - 6 #6 3.2 1.0 4 #5 2.3 1.0 2 #5 1.7 0.8 - 3.9 1.014 #5 18 4.1 1.2 5 #5 3.0 t 1.0 4 #5 2.2 1.0 3 #5 4.9 1.2 6 #5 5.6 - 6 #5 4.6 - 5 #5 3.6 4 #4 7.9 - 7 3.6 1.0 4 5 2.6 1.0 3 5 1.9 0.8 - 4.2 1.215 #5 20 4.5 1.2 15. #5 3.4 1.0 4 #5 2.4 1.0 3 #5 5.4 1.2 6 #5 6.0 - 6 #5 4.9 - 5 #5 3,9 4 #4 8.5 _ 7 #6 4.0 1.2 5 5 2.9 1.0 4 #5 2.1 0.8 2 #5 4.7 1.2 5 #5 24 5.5 1.2 1 6 4.0 1.0 5 #5 ?.9 1.0 3 5 6.5 1.5 8 #5 6.8 - 7 5. 5- 6 #5 4.4 5 #5 9.6 - 8 #6 4.7 1.215 5 3.5 1.0 4 5 2.5 1 1.0 3 #5 5.6 1.3 6 #5 30 6.5 1.5 1 8 #5 5.0 1.2 6 #5 3.6 1.0 5 #5 8.1 1.7 9 #5 7.8 - 7 #7 6.4 - 7 #5 5.1 5 #5 11.1 - 8 #7 5.9 1.3 7 #5 4.4 1.2 5 #5 3.1 1.0 4 #5 7.0 1.5 8 36 8.2 1.7 1 9 #5 6.0 1.3 7 #5 4.3 1.2 5 #5 9.7 1,8 10 #5 8.9 - 8 #7 7.2 - 7 #6 5.8 6 #5 12.5 - 12 #7 7.1 1.5 8 #5 5.2 1.3 6 5 3.7 1.0 4 5 8.4 1.7 9 5 42 19.6 1.8 10 #5 7.0 1.5 8 #5 5.0 1.2 6 #5 111.3 2.0 12 #5 1 9.8 - 10 #7 8.1 -- 7 #7 6.4 7 #5 114.0 1 - 114 #7 1-8-.2 11.719 5 6.1 11.3 7 #5 4.3 1 1.21 5 #510.0 1.9 10 4` N (BEARING AREA) ° MIN 90• BENDS "D" MIN "B" SQ WYE "D" MIN 77 4,, "B" SD TEE PLAN VIEW OF THRUST BLOCKS NOTE: WHERE WATER MAINS CROSS SEWER MAINS, MAINTAIN A MINIMUM OF 18-INCH VERTICAL SEPARATION. WHEN WATER MAINS PARALLEL SEWER MAINS, MAINTAIN A SEPARATION OF AT LEAST 10-FEET. NOTE: DETAILS SHOWN HERE ON ARE NOT DRAWN TO SCALE. L, t I P full frts�rtion mark OD 2 I 0 - -7 15' Dimensions L, L2 Laying Overall Weight Size OD, (min.) P C. OD2 Length Length Lbs./Ft. Class 100 (DR 25) 4" 4.80" .192" 3/8" 51/2" 6.16" 20' 20'-5.31" 1.86 6" 6.90" .276" 9/16" 6 5/8" 8.58" 20' 20'-6.49" 3.74 8" 9.05" .362" 3/4" 81/160 10.97" 20' 20'-7.96" 6.53 10" • 11.10" .444" 7/8 " 8 5/8" 13.48" 20' 20'-8.56" 9.85 12" 13.20" .528" 1 " 9 3/4" 15.78" 20' 20'-9.58" 14.06 Class 150 (DR 18) 4" 4.80" .267" 3/8.• 51/2" 6.31" 20' 20'-5.31" 2.48 6" 6.90" .383" 9/16" 6 5/8" 8.80" 20' 20'-6.49" 5.16 8" 9.05" .503" 3/4" 81/16" 11.25" 20' 20'-7.96" 8.94 10" 11.10" .617" 7/48 " 8 5/8 " 13.82" 20' 20'-8.56" 13.53 12" 13.20" .733" 1 go9 3/4 " 16.19" 20' 20'-9.58" 19.22 Class 200 (DR 14) 4" 4.80" .343" 3/8 " 51/2 " 6.4-6" 20' 20'-5.31 " 3.21 6" 6.90" .493" 9A6" 65/8" 9.02" 20' 20'--6.49" 6.53 8" 9.05" .646" 3/4" 81/16" 11.54" 20' 20'-7.96" 11.52 10" 11.10" .793" 7/8 " 8 14.18" 20' 20'-8.56" 17.17 12" 13.20" .943" 1" 93/4 16.61" 20' 20'-9.58" 24.43 CAUTION: Gaskets should not be removed from the bell. Removal of the gasket could result in breakage NOTE: of the retainer ring and/or All dimensions subject to manufacturing tolerances. Improper re -installation. PVC WATER TRANSMISSION PIPE TABLE SEE NOTE 1 04 B"SQ "B" SQ D" MIN FAUCET 3/4" 0 GALVANIZED STEEL PIPE STD. CONCRETE METER BOX CRUSHED ROCK 3/4" TAPPING SADDLE 45' OR 2Z.5' 45" BEARING PAD SEE NOTE 2 18" SQUARE CONC. PAD LIMIT OF PAY ITEM 18" ACCESS HOLE W/LID r FINISH ! GRADE COMPACTED J FILL MATERIAL MAIiJ VALVE BOX WASHED 7 W/ COVER A STONE �TIE RODS -/ 3'x3'x3' TIE RODS CONCRETE GATE. VALVE ANCHOR BLOCK 5'-0" 5'-0" MINIMUM MAXIMUM TEE OR WYE ANCHOR BLOCK "8"SQ TEE OR WYE C`Ir%r' XA117*11/ nr A klr%i-]^M MI ^nVC% A ►1r% nr- A rnl►ln n A ne% 1 11�l�.71! VI\r1VL. 3/4" CORPORATION STOP TAPPED INTO WATER MAIN 12" WATER MAIN TYPICAL BACTERIALOGICAL SAMPLE POINT SEE SCHEDULE FOR TEE THRUST BLOCKING WOOD BLOCKING GATE VALVE-7 CONCRFTF ANCHOR MAIN WITH PLUG & STUB -OUT (TYPICAL) GROUND 90' BEND ErNPT to THREADED G.I. PIPE BLOW OFF EXTENSION N OTES: 1. ALL PVC PIPE FOR POTABLE WATER SERVICE IN SIZES 4" AND LARGER SHALL MEET AWWA C-900 SPECIFICATIONS AND 3" CAP WILL BE CLASS 150 SDR-18 PIPE, MINIMUM. PVC PIPE 3" AND SMALLER SHALL BE SCHEDULE 40 MINIMUM. 2. MINIMUM COVER ON ALL POTABLE WATER PIPING WILL BE 36" MEASURED FROM TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE DRAWING. ow 3" PIPE 3. ISOLATION GATE VALVES SHALL BE PROVIDED FOR ALL BRANCH CONNECTIONS, LOOP ENDS, TIE-IN POINTS, FIRE HYDRANT STUB, AND ALL OTHER LOCATIONS AS REQUIRED TO PROVIDE AN STD METER BOX OPERABLE, EASILY MAINTAINED AND REPAIRED WATER DISTRIBUTION SYSTEM. ALL BURIED GATE VALVES, 2" AD LARGER, SHALL CONFORM TO AWWA C-500 SPECIFICATIONS AND SHALL BE MUELLER A-2370 OR APPROVED EQUAL. COAT ALL BURIED GATE VALVES WITH MINIMUM 30 MILS COAL TAR EPDXY. WRAP ALL BURIED GATE VALVES WITH 18 MIL POLYETHYLENE SHEET MATERIAL. 4' VALVE BOXES ON BURIED POTABLE WATER VALVES SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, MINIMUM INTERIOR 12" TAPPED PLUG w DIAMETER OF 4", WITH LETTERS CAST WITH THE APPLICABLE / INSCRIPTION IN LEGIBLE LETTERING ON THE TOP "WATER". 3" TAP F-1054 3" 90' BENDEND BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE 3" SPOOL PIECE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364 OR APPROVED EQUAL. 5. CORPORATION STOPS AND CURB. STOPS SHALL BE OF BRASS CONSTRUCTION, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE CONNECTING SURFACE PIPE TYPE, THREADED IN ACCORDANCE WITH AWWA STANDARD C-800 SPECIFICATIONS AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 15000 OR APPROVED EQUAL. 6. FIRE HYDRANTS SHALL BE SPACED AT INTERVALS NOT TO EXCEED 500' ALONE THE MAINLINE, HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA C-502 SPECIFICATIONS. THEY WILL BE EQUIPPED WITH A MINIMUM OF ONE PUMPER OUTLET NOZZLE BLOW -OFF ASSEMBLY 4-1/2 IN DIAMETER AND TWO HOSE NOZZLES 2-1/2" IN DIAMETER. UNIT SHALL BE COMPLETE TRAFFIC TYPE WITH BREAKABLE SAFETY CLIPS OR FLANGE, STEM WITH SAFETY COUPLINGS LOCATED BELOW BARREL BREAK LINE TO PRECLUDE 4" STEEL VENT PIPE VALVE OPENING, AND LOWER BARREL AND 6" INLET ELBOW. HYDRANT SHALL BE DRY TYPE, LOW PROFILE DESIGN WITH A BILCO TYPE J-4AL ACCESS MAXIMUM HEIGHT OF 30". OUTLET NOZZLE SHALL BE ON THE HATCH (H-20 LOAD DESIGN) SAME PLAIN WITH MINIMUM DISTANCE OF 18 FROM CENTER OF NOZZLES TO GROUND LINE. PROVIDE ALL OUTLETS WITH H-20 LOAD REINFORCED NOZZLE CAPS AND WASHERS WHICH WILL NOT FALL OUT OF PRE -CAST FLAT SLAB TOP THE CAP, AND WITH A CHAIN THAT IS SECURELY FASTENED TO THE HYDRANT BARREL. VALVE SHALL BE COMPRESSION '•• •° { `�� 6- SHOE C NNECTION.-1HYDRANTMUM SHALL BENNLET OF ATHE TRAFFIC ND (TYPE MUELLER A423 OR APPROVED EQUAL. 7. FOR FIRE PROTECTION (FP) AND POTABLE WATER (PW) LINES, PROVIDE 3" WIDE PLASTIC AND METALLIZED FOIL IL PIPE LOCATING TAPE. TAPE SHALL BE BLUE IN COLOR APCO MODEL 7004 ,-- 5'- 0' DIA. PRE -CAST AND BEAR THE IMPRINT "CAUTION, BURIED WATER LINE 4' AIR/VACUUM '' / cONCRET�E VET -WELL , BELOW." THE TAPE SHALL BE BURIED AT A MAXIMUM DEPTH VALVE / CsEc ON4W/SLO T�D1CUT-ouT) + OF 2' BELOW FINISHED GRADE AND PLACED WITH PRINTED .. a SIDE UP. TAPE SHALL BE TERRA TAPE TYPE "D", ALLEN a . DETECT TAPE, OR APPROVED EQUAL. BLIND FLANGE TAP SIZE 2" MAIN 2%3/4" REDUCER 4" MAIN 4"x1-1 /2" REDUCER 60 MAIN 2■ 8" MAIN 2-1 /2" 10" MAIN 3" 12" MAIN 3" if 18' x 4" TAPPING SADDLE #4 GRADED STONE -f (MECHANICAL JOINT) ILLJ z I` FIRE HYDRANT Of I GROUND 6" PIPE JOINT ' HYDRANT A: INLET WEEP HOLE FOR DRAINAGE , CAST--IN-PLACE CONCRETE THRUST �` CONCRETE THRUST BLOCK BLOCK (SEE SCHEDULE) HYDRANT SHALL BE TIE-RODDED HYDRANT TEE TO MAIN TEE IN ACCORDANCE W/ ON WATER MAIN COUNTY STANDARDS &SPECIFICATIONS NOTE: PROTECT ALL BOLTS, FLANGES AND GRAIN HOLES WHEN POURING CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT ASSEMBLY TA TYPICAL TAPPING SLEEVE & VALVE LETTERING "WATER" OR OTHER APPROVED ON COVER - -i • •7L I •• `-'`J z d M 0 ly- Z 00 :2 000 0 0 O I Po 0_ 0, s C.I. RING FINISH GRADE CONCRETE PAD 16" SQ.X6" REINF W/ 2 #3 9 ADJUSTABLE VALVE BOX .00900 °o GATE VALVE 0 o �oC} GRAVEL � a0 EXIST MAIN TYPICAL GATE VALVE &VALVE BOX DETAILS V cc Z W N Z M W Z low W O 4C v Z o Z 0 ~ J Z O � V � Q N Q Z al 000 Z� Uj .. 41 N m SHEET TITLE J.C.D. CHECKED M.T.M. DATEAPRIL 1992 PROJECT NO. 92-594 PLOT DATE 02/24/93 2pm FILE NAME 92594WD SHEET NUMBER 16 18 FORCE MAIN ANCHORAGE SYSTEM FOR MAXIMUM INTERNAL PRESSURE P=150 AND MINIMUM SOIL PRESSURE qa =2000 PSF THRUST BLOCKS ANCHOR BLOCKS BEARING PADS 90' BENDS 45" BENDS 22.50 BENDS WYES & TEES 90" BENDS 45, BENDS 22.5' BENDS WYES & TEES 90" BENDS 450 BENDS 22.5" BENDS WYES & TEES PIPE (IN) B FT D FT REINF E.W. 8 FT D FT REINF E.W. LFT D FT REINF E.W. B FT D FT REINF E.W. 2 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.3 - -- 1.0 - - 1.0 - 1.8 - - 1.0 0.7 - 1.0 10.7 - 1.0 0.71 1.0 0.7 - 3 1.0 0.7 _ 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.7 -- - 1.4 - - 1.0 - 2.4 - - 1.0 0.7 -- 1.0 0.7 1 - 1.0 0.7 - 1.0 0.7 - 4 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.2 07 - 2.1 - - 1.7 - - 163 •- 2.9 - - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 1.0 0.7 - 6 1.4 0.7 - 1.0 0.7 - 1.0 10.7 - 1.6 0.7 - 2.7 - - 2.2 - - 1,7 - 3.8 - - 1.2 0,7 _ 1.0 0.7 - 1.0 0.7 - 1.4 0.7 - 8 1.8 0.8 _ 1.4 0.7 _ 1.0 0.7 - 2.2 1.0 - 3.3 - - 2.6 - - 2.1 - 4.6 - - 1.6 0.8 - 1.2 1.5 0.7 0.7 - - 1.0 1.0 0.7 0.7 - - 1.9 2.4 0.8 1.0 - - 10 2.3 1.0 -. 1.7 0.8 - 1.2 0.7 - 2.7 1.01 3.8 -- - 3.1 - - 2,5 - 5.3 - - 2.0 0.8 - 12 2.7 1.0 _ 2.0 0.8 - 1.4 0.7 - 12 1.0 - 4.3 - - 3.5 - - 2.8 - 6.0 - - 2.4 1.0 - 1.7 0.8 _ 1.2 0.7 - 2.8 1.0 - 14 3.2. 1.0 1 4 #5 2.4 1.0 3 #5 1.7 0,7, - 3.8 1.0 5 #5 5 5 4.7 5.2 - - 5 #5 5 #5 3.9 4.2 - - 4 4 #5 3.1 3.4 1 3 #4 3 #4 6.7 7.3 - - fi #5 2.8 1.0 4 #5 2.0 0.8 2 #5 1.4 0.7_,_- 3.3 1.0 4 16 3.6 1.0 15 #5 2.7 1.0 3 #5 1.9 08 2 4.3 1.2 6 #6 3.2 1.0 4 #5 2.3 1.0 2 #5 1.7 0.8 -- 3.9 1.0 4 #5 18 4.1 1.2 5 #5 3.0 1.0 4 #5 2.2 1.0 3 #5 4.9 1.2 6 #5 5.6 - 6 #5 4.6 - 5 #5 3.6 4 #4 7.9 - 7 #6 3.6 1.01 4 #5 2.6 1.0 3 #5 1.9 0.8 - 4.2 1.2 5 20 4.5 1.2 5 #5 3.4 1.0 4 #5 2.4 1.0 3 #5 5.4 1.2 6 #5 6.0 - 6 #5 4.9 - 5 #5 3, 9 4 8.5 _ 7 #6 4.0 1.2 5 #5 2.9 1.0 4 #5 2.1 10.8 2 #5 4.7 11.2 5 24 5.5 1.2 6 #5 4.0 1.0 5 #5 2.9 1.0 3 #5 6.5 1.5 8 #5 6.$ 1 - 7 #6 5.5 - 6 #5 4.4, 5 #5 9.6 - 8 #6 4.7 1.2 5 #5 3.5 1.0 4 5 2.5 1.0 13 #5 5.6 1.3 6 30 6.5 1.5 1 8 #5 5.0 1.2 6 #5 3.6 1.0 5 8.1 1.7 9 7.8 - 7 #7 6.4 - 7 #5 5.1 5 #5 11.1 - 8 #7 5.9 1.3 7 J5 4.4 1.2 5 #5 3.1 1.0 4 #5 7.0 1.5 8 #5 36 8.2 1.7 1 9 #5 6.0 1.3 7 #5 4.3 1.2 5 #5 9. 7 1,8 10 5 8.9 - 8 7 7.2 - 7 #6 5.8 6 5 12.5 - 12 7 7.1 1.5 8 5.2 1.3 6 5 3.7 1.0 4 8.4 1.7 9 5 42 9.6 1.8110 7.0 1.5 8 #5 5.0 1.2 6 11.3 2.0 12 5 9.8 - 10 7 8.1 - 7 6.4 7 14.0 - 14 7 8.2 1.7 9 6.1 1.3 7 4.3 1.2 5 10.0 1.9 10 5 4: B" SQ (BEARING AREA) MIN 3Q 900 BENDS "D" MIN_ SQ WYE "D" ICI I N 77 "B" SQ TEE PLAN VIEW OF THRUST BLOCKS T3 Dimensions LZ -L�-' r C T2 T, full insertion mark -J P T1 002 I -7 OD F G M Class 160 (SDR 26) Class 200 (SDR 21) La �� L Overall Size OD, A B F G M P C Length 2 Length r Inches Inches Inches Inches Inches Inches Inches Inches Inches Feet L, Length Pius 1 1/2 1.900 2.359 1.919 .380 .838 3.018 1/8 3.216 20/40 31/4 " 2 2.375 2.998 2.398 .565 1.227 4.042 5/32 4.282 20/40 4 214 2.875 3.603 2.913 .600 .1.270 4.179 3/16 4.481 20/40 414 " 3 3.500 4.321 3.538 .634 1.443 4.477 1/4 4.844 20/40 4 7/8 " 4 4.500 5.392 4.538 .700 1.578 4.778 5/16 5.210 20/40 51A" 6 6.625 7.683 6.691 1.031 2.076 5.609 1b 6.250 20/40 6 3A " 8 8.625 9.661 8.690 1.406 2.073 5.993 90 6 6.370 20/40 7 " 10 10.750 11.936 10.817 1.625 2.417 7.105 1 7.641 20/40 81/4" 12 12.750 14.000 12.820 1.875 2.619 8.306 11/y 6 8.201 20/40 9 " Class 160 (SDR 26) Class 200 (SDR 21) Size OD 2 T, T3 T2 Inches Inches Inches Inches 114 2.505 .073 .080 2 3.180 .091 .100 21/12 3.823 .110 .121 3 4.591 .135 .147 4 5.738 .173 .189 6 8.193 .255 .279 8 10.325 .332 .362 10 12.762 .413 .451 12 14.980 .490 .534 OD 2 T1 T3 T2 Inches Inches Inches 2.539 .090 .101 3.224 .113 .126 3.877 .137 .153 4.655 .167 .186 5.820 .214 .239 8.315 .316 .352 10.481 .410 ,457 12.958 .511 .569 5.212 Li .606 .675 5 Painted Tip 11/="-4" RING GROOVE Retainer Ring 6"-12" RING GROOVE NOTE: All dimensions subject to manufacturing tolerances. SEE NOTE 1 "B" ASQ 90' ANCHOR BLOCK "B" SQ D" MIN 90' BEARING PAD ter; CONCRETE f 67.5' 450 BEARING PAD 45' OR 2Z 5' ANCHOR BLOCK TEE OR WYE , OR BLOCK "B"SQ TEE OR WYE BEARING PAD SIDE VIEW OF ANCHOR BLOCKS AND BEARING PADS 1 /4 OUTSIDE DIAMETER OF EXISTING PIPE \\��, NEW PIPE I .; I 1 /4 OUTSIDE DIAMETER • •' 0 d EXISTING PIPE A a' -r FULL TRENCH WIDTH NEW PIPE OVER EXISTING PIPE PLAN MEW 2r v , L 1" APCO MODEL 401 W/BACKWASH FACILITIES l M v 2" TAPPING SADDLE - - - - - - - (SIZE AS REQUIRED) 1' MIN. - FORCE MAIN 10-1 (ALTERNATE CONSTRUCTION METHOD) • ; PRE -CAST MANHOLE I 1�•- 8" DIA. CRUSHED STONE ZEBAR O 6" 0. C. • APCO MODEL 400 AIR RELEASE/VACUUM VALVE a W zE > •A 4'-0" DIA. 2' • CORPORATION STOP « S • 9" T SECTION A - A AIR RELEASE VALVE DETAIL N.T.S. \ \ \x EXISTING PIPE FINISH GRADE o� \�\\o�\/�\/�\/�\��\� DUCTILE IRON PIPE A A' t 1/4 OUTSIDE DIAMETER d '4f • �� • , t •1• .A \ a • /\ a A // a 4 •� r /\ - - �. MIN. r • MIN. .� : f . CONCRETE • ` •' ' " I . /\ /\ 1 .• f THRUST BLOCKING CONCRETE BOX CULVERT LIMIT OF CULVERT CROSSING FULL TRENCH WIDTH NEW PIPE -� NOTE' NEW PIPE UNDER EXISTING PIPE WHERE DIMENSION 'Ar IS 18" OR LESS USE THE APPROPRIATE METHOD OF ENCASEMENT AS SHOWN. WHERE DIMENSION "A" IS GREATER THAN 18" NO CONCRETE ENCASEMENT IS REQUIRED. 1 /4 OUTSIDE DIAMETER OF EXISTING PIPE DUCTILE IRON PIPE CULVERT CROSSING DETAIL N.T.S. AV t I Z W C4 Z 10 w W Z o W o (� Z Z 0 I n coJ o 0 Cc 4 Z o O � V � � CV Q � Z* 0 Ota Z Vl _ I` Li op_.. LO O N cr) %im nn E 00 `J V C) 4 C) �C ur) `•' J DRAWN J.C.D. CHEptEO M.T.M. DATE APRIL 1992 PROJECT NO. ' 92-594 PLOT DATE 02/24/93 3pm FILE NAME 92594SA PVC -FORCE MAIN PIPE TABLE PIPE ENCASEMENT DETAIL N.T.S. 4' PLUG VALVE ......�_....... �,,. 4" CHECK VALVE ...................................... .........................--------..............-----............, : ' f .. f r •. i • /• ...............•• • i N........ r.•..•.• .......••..............••.....a....................................... ! T� —ram_ � r 1 i • • • 1 � : • 1 • • ;' ••,r ••r- 1 1 • 1 ; ; `\ : : : i I - •:Y___Y-••-•-r-�•�-.._...,. _... .-_..�'.......... •.�'•_..- •!.i J • ,•• •I1 ...•.......J1• •. 16 • •• -----• FLEX COUPLING ; i • L'::.....• •� INFLUENT + - I- - — - -:_.. i r;;• s::;;: : �; ;s; : ::: _: PIPE • ..L., �• -� : : ♦■,.• ,s•,j ................. •«' ....... • ; •i• ; ,J PRESSURE GUAGE N............� . I • rn '• •• Lt----__ 4"— L U. ■ • • f • , ; 'S ram'! r` • r, r • • 1 • r • • • 1 : : • ; • • • `•.,• • • : ■ • : • / \• I I l 00 ••• •♦• • •�............. ,I•• ,��• ;.........................•..........•.........a..........................•...•...•......•....� I' r••' h...w.•.._w..••__.r•••_.-.._•.r•_•.•....••_.-_•w...r•...r.w.rrrrr-rr•r.__rr_r.•..•rrrrrrrr.•r.r••r..•rrr_r•••w•• 2"-3" GSP POST W/CAP DOUBLE LEAF HATCH LIFT STATION FLYGT. AL. FRAME COVER W/LOCK OR APPROVED EQUAL .�: PLAN VIEW b: :} ALARM LIGHT 4' D.I. VENT W/RAIN -. . COVER & BUG SCREEN ALARM BELL (8 WEATHER-PROOF UNIT) M y REMOVE & REPLACE EXISTING r STARTERS AND APPROPRIATE r � i `': ELECTRICAL CONNECTIONS AS ' .. , . - \ ; ��; 'T'•1 REQUIRED. GROUND ELEVATION 2 "3 . . UPPER GUIDE RAIL BRACKET • ......................... ::.........::� :� -•-•--._...t.._:..•........... r.................i ..............----.....•..----------------....---.- ..•..............� ... • .. :.• • " 1a—O• 6 • •......•...........• .•...... •.•••.w••wr• ti.•._..__.....••a•..•..•.•....•.••........•.•...._a•........• -......................'r�.•:::«: ::i:::�: :.`jL.......,.......1.............�....L.. wav\.......a•.................-«. ......... ................. ........... go • i:• • •::• :: ; • z 4'-0" :••i:� �'•�:� :.L:: is c s ? ' L - RINK ...................... / • MIN / • ;�GROUT Go • , : : • .: _ 90• ELBOWfir , c i • • • • r , . • • • • . • , • . _ • . .. 1 . DISCHARGE • . • .., . • w ,. • ; • ; . • • J:•...........:......•�._.....f«............j;;: _. ..T.-- ;•.;•.;:�..---•::• •-'•::' `i•�•......_..•;•........•t ♦... 1.........h '• ♦ � • . : • • , f L•: �•••• • •1 V 1«. ; I •.+. .♦1 �2f •i�: iel 1.! .•. f.J , • IJtl 2 CONDUIT ' ' //Pl A o , S ! 's 's I (2'-0' MIN. COVER) ,• s : , uQuloLEVEL • • / ........................................... ............................. ....._ • ; ; • ; ; , i ! ' ' • T CONTROL FLOATS .. •. AN— ............... ; )1 NMNIiIiIIVININI'IIKlfI�.IIFNa/N�.NIfkIJIII+IIYNIIN.IIIFIINJI�.II�IINJIkI f D... - ......... INFLUENT PIPE ELEV. 0.00 INV. ELEV. ELEV. 1.50 HIGH WATER ALARM >, ., SUBMERSIBLE SEWAGE PUMPS ELEV. 8.50 A, TOP ELEV. . • • r REPLACE EXISTING GUIDE RAILS AS REQUIRED ELEV. 0.00 LAG PUMP ON ' ''•1 ' • S.S. LIFTING CABLE ELEV. -1.00 LEAD PUMP ON 4' PVC DISCHARGE PIPE • . .. , • 1 ELEV. -0-avoL ALL PUMPS OFF , f . • • DISCONNECT AND REMOVE EXISTING:. 3 H.P. PUMPS & ASSOCIATED .. CONTROLS FROM: RAIL SYSTEM. ` ......._ �: . INSTALL NEW 10 H.P. PUMPS I ; ; • •• AND RE --CONNECT TO EXISTING 4 PIPE FLANGE. d a ELEV. -4.5006 ELEV. BASE ° • : • 4 ; !•-_.•.r_r.r.•••...••«••wr•r••.•.f•ra••.••••.•.••r.••• •••••rr I•i••••a.••ru• ' t t....................................••........................... ..................... PUMP INLET NOTE: POWER CABLE AND CONDUIT OPENINGS TO BE SEALED OFF AFTER PULLING CABLES TO ELECTRICAL PANEL LS) HATCH SHALL HAVE AN -AUTOMATIC LOCK AT 90 DEG. OPENING W/MANUAL RELEASE' N __.......... ............................................................... ...... POWER SUPPLY CABLE REDUCER - TO BE USED ONLY WHEN DISCHARGE PIPE SIZE DIFFERS FROM PUMP DISCHARGE SIZE. DISCHARGE ELBOW LIFT STATION WETWELL & VALVE BOX ELEVATION N.T.S. PUMP BASE - PERMANENT ANCHORING PER MFG. SPECIFICATIONS. ALIGNMENT OF PUMPS RELATIVE TO HATCH OPENING PER MFG. SHOP DRAWINGS. DESCRIPTION EXISTING PROPOSED WET WELL DIAMETER "A" • ••••"......•.....•" • 6'-0" NO CHANGE BOTTOM SLAB ELEVATION • • ... • • • .......... • • • • -- 4.50' NO CHANGE INFLUENT PIPE SIZE • •••••.......••••••.......•••. • 8" NO CHANGE INFLUENT INVERT ELEVATION ...... • • • ....... • • 0.00 NO CHANGE HIGH WATER ALARM ELEVATION • • • • • • • • • • • • ' 0.00' 1.50 2nd PUMP ON ELEVATION ......•••••.••••.•••.. — 1.5Q' 0.00 1st PUMP ON ELEVATION .................. • • • • • 2. 50' 1. 00 LOW WATER — PUMPS OFF ELEVATION • • — 3.50' — 3.50 PUMP CAPACITY — EACH . •"............ • •.... • 100 G.P.M. 88 G.P.M. MOTOR HORSE POWER ........................... 3.0 10.00 PUMP SIZE ............................................. 4" 4" TOTAL DYNAMIC HEAD ...••.....••"•••.......... 32' 77' DISCHARGE PIPE DIAMETER "B" • ...... • • • • . • 4" 4" LIFT STATION HATCH SIZE • • • "............ • . • • 43" x 30" + — NO CHANGE VALVE VAULT DIMENSION "E" ................. 5'-6" - NO CHANGE VALVE VAULT DIMENSION "F" .. • • ...... • . • • • .. 5'-6" NO CHANGE VALVE VAULT HATCH SIZE .................... 43" x 30" + — NO CHAN E FORCE MAIN DIAMETER "C" .................... 4" 4" GROUND ELEVATION ......•.."""•"•"""""•' 8.5' NO CHANGE NOTE: NEW PUMPS TO BE FLYGT CORPORATION MODEL #HH D3080, 9 H.P., 3450 R.P.M., 3 PHASE, 230 VOLT WITH VORTEX IMPELLAR #235 OR EQUAL. PUMP CAPACITY SHALL BE A MINIMUM OF 88 G.P.M. AT 77' T.D.H. . 24" 19 1 4" n n AL n . AH ET O RECP �- 0 O a P TS - GEN. PL1 PL2 010 0 0 020 SS1 SS2 0,30 O 040 PL3 o5O O 0 RESETS DEAD FRONT C� co3� �, �Bz CBM CBE N❑ XFMR Eo leml M1 M2 11 0 LA o i M N AS ELECTRICAL CONTROL PANEL LEGEND CBM NORMAL POWER 3P CIRCUIT BREAKER CB1&2 PUMP 3P CIRCUIT BREAKER CB3 CONTROL P CIRCUIT BREAKER M1k2 MOTOR STARTER 30 ALT ALTERNATOR DPQT 110 VOLT SS1 &2 SELECTOR SWITCH 3 POS HOA S1 ALTERNATOR SWITCH SPST Ft —4 FLOAT CONTROL SWITCH PL1,2,3,4,5 PILOT LIGHT 110 VOLT AL ALARM LIGHT 110 VOLT ET ELASPED TIME METER GEN. GENERATOR RECEPTACLE PM PHASE MONITOR LA LIGHTING ARRESTOR RECP CONVENIENCE RECEPTACLE G.F.I. TS1,2,3,4,5 TEST SWITCH P1,2,3,4,5 TEST SWITCH PILOT LIGHT AH ALARM HORN AS ALARM SILENCE N NEUTRAL BLOCK TS TERMINAL STRIP XFMR TRANSFORMER L.A. M1 OL L1 �--� T1 480 V _ -- 0— T2 PUMP 3 — — — — -�`� L3 �� T3 CBM CB1 �>1 PM M2 OL T1 GEN. I o-- o 0 ��1 0 ----� T2� PUMP T3 N CBE C82 CONV. RECP. G.F.I. �C83 R PL1 OT OL M1 11 M1 PUMP1 7 8 1 3 5 11 12 SS1 7 F3 P3 10 OFF 2nd LEVEL ON PM R1 NOW 2 ALT ALTERNATOR � 3 3 s1 4 2 70-40 PL2 1st LEVEL 2 1 H O A R "ON" P2 OT OL 3 M2 9 M2 10 PUMP2 T1 SS2 P1 2 F1 "OFF' A ALARM LIGHT f _1!11� 0— T4 6 R PL••3 ALARM PILOT F4 LIGHT HIGH LEVEL P4 ALARM HORN ALARM PB ALARM SILENCE ✓e. LIFT STATION CONTROL SCHEMATIC ■ W N Z rf) w W Z �.. W o _rJ LL Z o z O H 0 o 0 � Z o O Q N z o QI a W p N Q3 T \� R.G.C. CHECKM M.T.M. DATE 07/19/92 PROJECT NO. 92-565 t PLOT DATE 02/24/93 4pm FILE NAME DBCCUFT SHEET NU 18 MBER N.T.S.