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200 W Airport Blvd Plans New constrction Seminole Trace Apt
, GATE NO. REVISION ni d 9 550. G2� 45 ;s I N '!O I I I. I „ 4 205 , • , : A , lv @ / xZ0 , ' - OT 098 T AL : k . YirS, i �f/AND/GRPPEo v/ ° : T N , - 0 , , p , Rl/ AT CU �' O A � it/o. a R L T C I a , , 0 90-00,e "' ' 3O.o0 4 7. /3' 30 00' 4eZ_¢3 ' 46,97' 3Q 50°20 59" 57.44' SD.48' 27CO' ¢8.,67,'F 4O 39�38'QD" S0.00' 55.35' 28.8¢' 5� 48`95942l' 000.00' /7/ 02' 9/,/3' /<975.e9lG 2/'38•` 80 00' 60.77' 2ro.27' 0 59005100111 88 00, 90. 75' 49. 8 T _ :e , 7B' ko Q8°25 oo" 88. 00' 7e. / 7 O .35 05'�9" _�3•UO' S'3.9U' Z7.83' S3,Oro' e2°/t'/19'1 50.00' /9, 9 / . , 9.83' /929' �"G6 0.392/" 50. 00 , ¢ 9X14' 4 7, ¢ 5' Q 90000'22" 64.019, /0/,00' 64 30' 94. 93' 4. t o 7 7 LOATE NO. REVISION PROVIDE GROUT COLLAR IN UNPAVED AREAS (NO PAY ITEM) U.S. FOUNDRY 32 (2 50 La) FRAME, COPPER OR PVC GOOSENECK a 20(160 LB-) COVER O/E, - CORPORATION STOP-------- PAVI NG Elt' WAL L AIR RELEASE VALVE ol STANDARD TAPPED . ' I I . - I r"( -1225-- 1 1 - 3062, O/E CLOW F MIN, MAIN 5gE 450, TYP. ALL TAPS TEE, CLOW F if 11 11 h 3/4 TAP ITAP CROSS. CLOW F 1228, O/E III INLET " 41cl. 611C.I. \ 9IGATE VALVE-- 'CA d'CA. GATE VALVE 3/4" " DRAIN VA LV E UNION UNION I" GAI_V PIPE ST D. I CONNECTION NOTE SNEE RD CONC. THRUST B�OCKS ARE TO BE PLACED ON LINESTONLARGER THAN 3. DIMENMNS BASED ON 100 PSI STATIC WATER PRESSURE a A.WW A RATED WATER HAMMER. BLOCKING TO BEAR ON UNDISTUftBED SOIL. 3/4'e, I" TAPPED SERVICE CONNECTION 6" C'o EXTREME CARE SHALL BE TAKEN TO'PROTM CAPS 0 u 0 u A3 CA a BOLTS FROM ANCHOR CONC. p STANDARD DOUBL� STRAP MAIN 0 r u TAPPING SADDLE (TO BE USED 0 0 a 0 a iop FOR 1 ALL TAPS I� P V. C. PIPE, 11 SQ A TAPS OVER I N C.A. PIPE ALL I I 2r Aj,TYP ALL -rAP§ OVER r' IN C I PIPE BRANCH a RUN TO BE UNDER 8' DIAM. X EQUAL DIAMETER UNLESS III It 2" MAIN STANDARD AIR RELEASE INSTALLATION A A7 OTHERWISE NOTED UNION 2" TEE 34THRU 2" RIGID SERVICE CONNECTION MAX. DISTANCE OF PAY ITEMFOR SERVIC_E__ 4 LINE CURB STOP-----" ,---.-METER NOT INCLUDE D __ �6 LOAD CONC. OR C-I METER BOX STANDARD METER BOX INSTALLATION- �40TE5' I. UTILITY -_0f-VrF<Ar_,-r0R'�= HA AL!_ A;-�'�=,AB (�,�)ijrATY 2. CL-OW FIT-T-)NG!� AN�- ARE '_S-HO�Afft' 0\�, At-D IHCLLJL)E PiPr;:- Af�-I:E HC7 -z;H/-\1 WATER - 4 I -oil -AF STANDARD PLUG CLOW F-1035, O/E STANDARD TAPPED PLUG CLOW F-1054,0/E X TEE CROSS FI T T I N G S CLOW , 0/ E L:- b E_ _0 TYPICAL CONNECT -IONS PROVIDE CONCRETE COLLAR IN UNPAVED AREAS -- (NO PAY ITEM) SET VALVE a BOX PLUMB,WITH BOX CENTERED ON VALVE. BOX SHALL NOT REST ON VALVE. ;T 611 • COVER CLOW F - 2 493 O/E PAVING ADJUSTABLE VALVE 96X CLOW MOD.:* 2454)0/E VAL Typ JN GATE VALVE -AF STANDARD PLUG CLOW F-1035, O/E STANDARD TAPPED PLUG CLOW F-1054,0/E X TEE CROSS FI T T I N G S CLOW , 0/ E L:- b E_ _0 TYPICAL CONNECT -IONS PROVIDE CONCRETE COLLAR IN UNPAVED AREAS -- (NO PAY ITEM) SET VALVE a BOX PLUMB,WITH BOX CENTERED ON VALVE. BOX SHALL NOT REST ON VALVE. ;T 611 • COVER CLOW F - 2 493 O/E PAVING ADJUSTABLE VALVE 96X CLOW MOD.:* 2454)0/E VAL Typ JN GATE VALVE STANDARD BLOW OFF INSTALLATION -MUELLER 4*A-24027 OR APPROVED EQUAL, 3 WAY COUNTER - CLOCKWISE OPENING, SIZE 6" WITH A IN, VALVE OPENING, MECH. JOINT PAINTED AMERICAN STANDARD THREAD. TRAFFIC TYPE -7 NOZZLE 75 _41/2"PUMPER FACES STREET 2 1!5 HOSE ce -- -- 3:. N 0 BREAKABLE CONNECTION 1 J-644 CONCRETE IF 6! t �411 00L F PA 7'cg 00 vr AF ro 66 Icz ),,6 r TR,4 C E TYPICAL VALVE SETTING VARIE$ i2L 6 -.--C.I.VALVE BOX 14%Fcz1A:1117-?- 40e--A-- of 144-e.-v 0,`F 4?cYlIV-00--cro CFOU-4Z. A F"T5. IMIN. GATE --VALVE e4; 1`47, 9' V 6 C. F POROUS FILL -MAIN PLAN VIEW 24." MN.- 12 81 LARGER PIPE 10 MIN.-10 a SMALLER PIPE SECTION X-X SECTION VIEW P, R PLUG TABLE OF DIMENSIONS I/4BENDS 1/8BENDS 1/16BENDS TE ES PLUGS TY PE 1 SIZE A a A B A 8 A B C D so 8" 80 le 18" j. 3 10 3" 80 4 I` 8 1 o" 8" 611 to rig It lie 11� u� It 12" 8" _10-11 50 —se 12r 12' 2d' 16" 14" 10" 12" 100 61 10" Ilu 4' 4' 254, 12'1 19g, I e 1 12, 14" 8" 11" 116" te w Iff 34 16 1. 26" 20" 16 18" 11" 13" 1 er 2v w 3 1611 to" i9yl 10" ro" 8 10-111, It 10 11 21" _j 4 16" 10" 9" 10 8 10" 1 e I(f 2.1" 611 16" 10"' 10" 6" 9" 10" 12" Id' 21" 811 22 13" 12 it 13 8 10 13 1 60 le 29 w loll a. i 26 It 17 to 141 1 Id' le 16" - - 200 14" 3tm Q 12' 814"35"11 24 21 16" 21" 11" le" I if 24 1 4 1" 24" 19" 24" 1211 0" --- - 1 1Sm 4e__� L 16" V It 27 1 ___._____-_- 2111 1 It 27.11 2�j 19 1 24" DRAIN) _eo -ryp. "R. 6 1vo CONCRETE S DAR,Q THRU5T BLOCKS, ANCHOR p v 3 C. MIN. 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MAX WA. 1,4 V. t "'Y' mum or YX2" MKE 9 R_ 2- cogog OUP ANUA RP F,, 40NCEf4TRIQ,,-`,"'1 a, 600 FROM S& RpE p1w Wo F"� VP14j'40 W�,'T'N 0, 10: 2 ol e milt PIPE mic 1, � L I JX - An Og U a "LWEYDE 5 R ------- lima PLUG ro XgAVM �'DOU XY r $1 MICE ARA N9H LA OE .FERAL 1/4. PER POW MWIMUM. % 4 D ItWJVYE 41F ex 2" MKE mue, At 'Al OT "A ALIo MAIN BRANCH WYES 46* FROM HORIZOPTAL §HALM TV SERVI co _ALw �V I. 20� SQUARE IL. A Ir y QA_ L 4 lk I 4 4 4" A4 moo DIST. VARIES %�CIE STR UR o'. �v- 450 BRAMH WYE TYPICAL SERVICE CONNECTION DEEP TYPE I L* OVER 12'- 0 " U oif 1111i� 110 S !�#J, ir ii�#, A I... 1A ICKNESS QRQUTl 4. FVMEANI) A W ,' "2f UNIFORM CLASS-B BEDDING COVER TO* 13C U FO Nt APPI�, I " , - _V�) I,: �' �' � � M� , 4 - - - T., A D .0 Ipp 4 - ;.� OR CLASS -A WHERE 20 (160 cpvgp B11 APP 'ove. ,tY j�e " r_ . DIRECTED BY THE ENGINEER 5. UTILITY CONTRACTOR.5 .5ft:L APH -TQ ALL I&IK18 i !� k. 1 '4 % COUNTY AND CITY- OKP14A MPLF- 6. MNUIMACTURES L15,raP. APt..,5HbWN. EXA ACCEPTA LCE M/\NQ1rA'r_TLARF, N-aLLCP 0, 5�'P 'F-ouNDp.y Co.) 6�mepo CAN NY W 'A % U.S. W v v VOLO51APREC 5T -'-A NP_ H 0 I�LL Y NIP w � DEEP TYPE (OVER Z DE01% §DhWQ TYPE (4-12.. DEEE) ANA, 9CPENTRIC COIR99L NTRIC _Q8 Q DROP, w, %IV :'T THREE PIPE SECTION VIEW TWO PIEE §ECTlQN YIEW rLwim PIPE S 'ION VIEW" ECT �meVIM ON v%jUAv-*fiL&fiw&~ FIN. GRADE Wo PROVIDE GROUT COLLAR MAO, A IN UWAVED AREA W L AL t.4 A 41 0 MIN. -�A %no V14*0WiKFp IJA 1 j- &4 GM "J Y4 *4 0 12 QC7— I 4i j e 6' O.C. 0 Y? Tg 4 .3 t �Fll. 1 71 V 4j' , J, �v - 10 p -_7 I Kv j px A ' F:7� Im 64- t 4A- 4 41 FIN. GRADE 4j/ GROUT COLLAR IN UNPAIED AREAS 11 ell, -PITA :5750 WA OZ` 18"MAX i��: 2, -p 00 ARIES iV, -low %Jot A 7 v T *-o" MIN a tT T IN. N, twy z 'J"y IN d 4� -py Ap 4 A W 77 Vil� 4r AIt X" 00 g #7 10' PT 4 i _04 4 r 0 i 4 ,fo 3; Je� 7 JIV, E4 FIN. ORAD S11 IF W pg 'Off/ , % 4 e 24 OR LESS i AT, COVER 4111 5 w 1!15 PAN" Wz COVER V4"a 44. 0.5 O.D. A, 0.0,41'-0" 5A j L j Rr kz, i i 'o -A Ve f'k, ,I T N� + ex"iil 4 j Az Il. & ASSOCL4T15S u pr CONSUL FI�" INIEERS' C' i" t�j �;l;, _Al 14, Vll,i-, I.", A r 9 a I A UAv. I I P-LUG VALVE W/BOX—,\-IN 1 11 1 , il I -II I"L�kI 12 adf 5-M. CAST IP,4,)N VALVC- BOX AND *f Film" GV.& A -A 00 ELEV. 415,050 10 GROUND ELEV 4$5.20 1 1/2" x -3/4" KINDORF CH.ANNEL'o/E W FIN) spp .4 NN 7 CAP zcOw COLLAR \1"BRONZE LIFTING CHAIN STO.METER 190X & PRESSURE GAUGE VALVE " � 2(3ALV PIPES (NON- CL:o(,GlHG) �'GUIDE RAIL ELEC. CONDUIT law CONC 7S lF-ro I ej 4'NON -LU8 uv 42 BALL CHECK VALVE to: PLUG \ALVES W/BOXES PANEL M9UNTING-.,,l'll -CONTRQL� ALI-Ae"M 36.00 GENERA!` NOTES: C I 4 WIRE SERVICE I PUMPS L�(C 14T a AA I E'MODE�L cp • R.C-P PER A.STM, C-478 W/O RING JTS. PRECAST OPENINGS. INFLUENT ELEV LIGHTNING ALARM LIGHT /n HIGH LEVEL AM --I" 013CHARG9 IMAILLER No. COMPLETE WITH: BASE DISCHARGE ELPIOW7FUNMAVILE0911, UPPER WIDE RAIL BRA6KET, CHAIN HOOK#�W114lCAKE COAT W/2 INERTOL STD. DIA ARRESTOR HOLDER FLOAT SWITCHESsa SLIDE RAIL, BLACK- q 2. A L MODEL 30'x -J�:' ACCESS FRAME O'COVER,' MANUAL INTERLOCK —M( BREAKER I - IOQ 'AMP CIRCUIT BREA 3. FLd*---P/f>0'or i�4.� r MAIN DISCONNECT 4. 5. TOTAL TOTAL -ZpH, THE FURNISHED EMERG. GEN. CONTROL PANEL $HALL BE BY THE PUMP RECEPTACLE ECB MCB CONTROL CIRCUIT SUPPLIER& VOL= 10, (bO2 65VAL, BREAKER 6. MOTORS SHALL 9E_2--0.-H,Pl R PMj—!pA/(o—ov%T9i 17-2Q. - PHASE. -f E SM—MIT COMPLETE SHOP DRAWINGS AND. PERFORMANCE MOTOR CIRCUIT M' MOTOR CIRCUIT CURVES TO THE ENGINEER, BREAKER Cco BREAKER CB- 2 8. LIFT STATION ,AND CONTROL PANEL 'TO MEET CB - I 5EMINOLE: CO. SPECIFICATIONS..'' LEAD PUMP ON ELEV 1. 70. TRANSFORMER TRANSFORMER T CONTKOL CENTEK 5T,6�- C, 0 N 0 F. AP,090 V F-P, F- 96 MOPM. PUMP CONTROL CENTER COMPLETE WITH MOTOR A LT. MOTOR HIGH LEVEL ALARM CONSISTING OF CONTROL`R.IE40 STARTER STARTER PANEL POWERED-, 110 V RED HIGH LEVEL :ALARM, L I i4GTi,l ALARM SILENCING SWITCH, ELAP$EQ TIME METER IIQV CONVENIENCE, OUTLETDUPLEX R EC EP7AQ.E GENERATOR CONNECTION ANQ'MANUAL T RAN SFF R -'SWIT(;K,, GROUT PgovIC)a- PRF-s��UKF- svqj-mH;fZP-LA�Y 46� K D. plitzct •PUMPS OFF ELEV 0. 60 V Kl.lROl 5 E P- SPECIAL N OT I-,., BASE ELEV 19, QQ 4 M; I N OLI� 16 11 11 77777 v 4 @6 E. W. M MERC SW., MOTOR LIFT STATIQW'K-T IL A TYPICAL SECTION -�4 H P P.4, HP BRISKEY&ASS 01CIATES 1.0" ELEOTRICAL'��-SCHEIVIAT19L, CONSUL "NG ENGINEERS SQUARE A_ yt H.HL17-7LE el ASSOC N�! SHI/lL L E TEA1111. 372/5 (615)383-087 5 ENGZNEER: BRISKEY (3 Q SSOC/Q TES, inc /J/0WCOLOIII/QL DH. OHLANDO FLA. 841 66a3 srl.RVEYOR KMIS TH 8 ASSOCIA FES /807FRENCH AVE. I NFORD FL A. 322 - 22 /3 IT-hc-r- NT Y s 4. 4 Py Q 4 d - � 4 ' (O ' 15110EIN4Z K O�5 T,4/L. N7"S r 20' /2' /2 2p' i T1o1y IQ m v'y Q 0 CO/VC. 5'/OEI�✓4Z-1 (5'EE OET,4/G� le IS 95% .q,�Jsvro, p0 q5 q 0 U � /"VV ¢0.50 'o /V 89 °5•/ '20 N 89 °5'/ 'c�0 "!�Y 43 47520' .•-- 40-'- v '. � �f�'@034� 138LF/9':Y,�C>"�CPf4 ¢�; 383.�7'�O.zS•% r J TYP"'E'%VG ET) I ° I I II f ENEFr' O/5'S/P.97T�' I \ TOP 43. Q1G 8 /NV. 3 .00 0 New,iwV = 40.90 - INV A. o FFEC.4Go m FFE�.46 ° TOP= 44" 09 /NV. _ 4 A30 \ 40 b� �` O!1/ — \ \ R STRUCTURE 39 ,QOrUO DATA : _ NOrPMAL IN/L 39. 00 /�/�/ 3B•00 OES/d/V WA 4/.50 9 F� "Ui[/L�E.PU.PA/.V \ -qq VI 40 tv to �- ems., en 0 G = 22l 82 � •N j � ,. 0 INLET' -e�— -„ T = ¢311!30 40. 90 _ g "?a I;f 82 7 ��: � . EXIST. C.L:FENCE pN � 93 nJ . .ALT � •••.:.... .:.. . _ ��xsr snw rvr.,v. E>u�r..8 "c�c� � E CCaP. SEC. 2, PN "\�m I t I . -'I I 9 0 90.0olee- 30.00' 4J/3' 00' 42.43' V 89°42f/B". 30.00' 50°20:58" 57.4¢ ` 50.48! 27.GY>' ¢8.�7j ¢� 39038'd0'' 00. 00' S5.35 ` 26.8¢ ' 5¢ Zvi' a 48�5912�' 200.00' ' ✓7% 0,?' U7 9°05'01:51" 88.00l 9C7 75' 49.QT 96.79' Q Q6°25ooll B8.Q0` 7¢ 3(0' 39.1 i O 35 05 39": f8.00' © 22°%111/6) 50.00' /9.¢/::. 90°DO'22" l04 29' /0/001 a,4.30` 910.93' 4 I I i 0- � (Q W - g , •x IN Q I } 4 X S r / l \ til i 7 1 I 1 1 1/ . - ._. I %.,.► a ► �. `*�- --,,: I- -,x \ I \ -V / 1 , ,i t,i, / l In �,/ � it r � r\ � 1 - ► f t, { , �"�'►,. _ _g a z an P.P � c x�. ��Standard 121.0 150_. ...! .._F. 50 .ems 2 Tas t _ rt. n _ �(?n )F� �)t� 3/4"TAP I'T_4P 4"cl. 611C.I. eCA IftA. wrvtK UK r u u CORPORATION STO 3/4 1 a I" TAPPED SERVICE CONNECTION 2" TEE 3/4!'THRU 2" RIGID SERVICE CONNECTION // MAX. DISTANCE OF PAY _1TEM FOR SERVICE I to LIl CURB STOP IETER IOT INCLUDE D -OAD 7 7 7 7 7 7 '-,-----CONC. OR C-1 METER BOX STANDARD METER BOX INSTALLATION I. UTILITY 00 ti T RA r,-r 0 5HAd- L /-,L)H E rqF- T0 AL!- /-,PPL I CA BL-E GOUtlTy AHP CITY 0PD11NAN-_ES 2. CLOW FITT)NGS AN' ` GOP�r-IECT,OW- A. ' '4[) FIRE: H'(✓,At-rr L ARE 5HOWN 6\1�) EXAP11FLE�5 .DTHLK AC( INCLUDF U.S. P)PFZ STAN;�/,,!<.P t\Nr,> A[1 3. FV.r. MAIV15 6\ND PIONG 50ALL. BEAP_ THE WATF-P- USE. -e&sr 14 ",xvfivermAIN - I r5rm I NOL 9 RAncHcov,61,F ro ee- 1m:rz_).-ar1tfao,=_4 Afl.-lo '7 TR,4 C E 11PICAL VALVE SETTING 41 -e0- VU A �16L< AF/r)' 40,-^A-' -e 1,0A'_50 420,r 4,z�immo;e, C .4 4.. a x 0c:7WN--a-A 11 _!j A I 'IlIz" wo dp"t=1,Tc- FLow M4 rI p 1/AU L 7- TYR 23 4W 9 3611 1 cow. M. N \� 4w I q 4oxe"Wi5i Cie"? 9p.G4T*C— VAVE 4 �,, /J f �` s.. ,� mm 14, 7 'm;q f zg STANDARD TAPPED CROSS: CLOW F - 1228, O/E GATE VALVE UNION--- UNION STANDARD DOUBL� STRAP TAPPING SADDLE TO BE USED FOR: ALL TAPS IN P V. C. PIPE, ALL TAPS OVER I I IN C.A. PIPE, ALL TAP§. OVER III IN C I PIPE BRANCH & RUN TO BE UNDER 8' DIAM.) EQUAL DIAMETER UNLESS OTHERWISE NOTED 14J_ STANDARD PLUG CLOW F-1035, O/E STANDARD TAPPED PLUG CLOW F-1054,O/E FITTINGS' CLOW, O/E N 0 T'—;7' TYPICAL CONNECTIONS COVER PROVIDE CONCRETE COLLAR CLOW F 2 493 IN UNPAVED AREAS O/E (NO PAY ITEM) PAVING 41 L 6 �6_ J_ _ij - ADJUSTABLE VALV2454, SET VALVE a BOX T\ 60�-" BOX CLOW MOD.* 0/E PLUMB,WITH BOX CENTERED ON VALVE. BOX SHALL NOT REST Ci ON VALVE. VA L PROVI DE GROUT COLLAR IN UNPAVED AREAS (NO. PAY ITEM) U.S. FOUNDRY *32 (250 La) FRAME, a 20 (160 LB-) COVER, O/E. PAVING ff WAL L AIR RELEASE VALVE -CLOW F- 3062, O/E I" INLET I"GATE VALVE---,\ 3/4" DRAIN A I"GALV. PIPE -- ---" VALVE STD. I" CONNECTION NOTE CRUSHED CONC. THRUST BLOCKS ARE TO BE PLACED ON LINES go STONE LARGER THAN 3. DIMENSIONS BASED ON 100 PS 1. STATIC WATER PRESSURE a A.WWA RATED WATER Aw HAMMER. BLOCKING TO BEAR ON UNDISTURBED SOIL. coo p EXTREME CARE SHALL 13E TAKEN TO PROTECT CAPS 6 a a BOLTS FROM ANCHOR CONC. 1p vo j u 0', CFO 0 MAIN 0 6 0 00 Pogo STANDARD AIR RELEASE INSTALLATION rA�-t-` LX TEE CROSS T4" TYP JN -I L " STANDARD BLOW OFF INSTALLATION MUELLER*A-24027 OR APPROVED EQUAL, 3 WAY COUNTER - CLOCKWISE OPENING, SIZE 6" WITH 5',' , -1 IN, VALVE OPENING, MECH. JOINT PAINTED RED. AMERICAN STANDARD THREAD, TRAFFIC TYPE. PUMPER NOZZLE STREET AFACES SE OZZIL C,&AKA%E 0 NECT ON N -CONCRETE VARIES 2`6" ----C-1-VALVE BOX MIN. GATE 1, c r_ r% C, POROUS FILL d' VALVE m PLAN VIEW 24"Mh N 12"8i LARGER PIIDu 18 MIN. iYaSMALLER PIPE /4 B . L-4 I t.0 B SECTION X-X PLUG SECTION VIEW TABLE OF DIMENSIONS k-A 1/4 BENDS 1/8 BENDS 1/16 BENDS TEES PLUGS TYPE I SIZE A 8 A B. 6" a" A 8 Al 8 D 3 11 ell loll 3!# all so 71T le J 0 4 8 loll e, 80 ai, so if in di 8" 1 Ill 6" 8" 3 Ile, LL 1 120 all loll loll 16" 14" 1011 12" 6" IOU I 1" 141 25* 12 19" 16" 12" 14" 8" 11" 14 14 le" Id, le -i-e- 16 16 11 13 1 d, 2v _j 3 11 16 to loll J" IOro 0 4 161, lop 9" loll e, 611 16" lo" 1, loll 60 d, LL 8 22" 13" 12" 13" 8" 10" 13" 140 fe, w I Oil 26" 17" 14' 170 Id' I e 6" 20" 14" 3 fee 5- 1211 241- 2111 le 2 IT III' Id I� AV 4 111 X" 19" 24il 211- 22" 97 11 18" 4(f 2711 91" It 27� 1 I�l I __20u ;w I 2.401 �w L 16" uu DRAIN) -MAIN STAN QAR THRk ST 8 L CK5,, CONCRETE ANCHOR ,0 3 C.F MIN. -oil VARIES SEM)tQ0LE TP,&<, -APTS STANDARD WATER DETAILS -ALBRISKEY& ASSOCIATES CONSULTING ENQ1N STANDARD FIRE HYDRANT INSTA1,LATION 40, 9 94 -7, 7 op Ili, I mop" r u %2 X q" GAIN. MOUMTI.MG BOLTS W/V`/A�HI RS' AT TOP /AND 150T' OM TYP• aF a):.- 4�5, 2K 2: 4�4 y Btt ELAN U.S. FOUNDR' U.So FOUNOR,Y *222 OR E 1 4 II EGEI/ 41 jC 3 - �221 OR FQUQI, '� _0 A \ l: • to `. 2 • ; to ' ! tt � C't.tARI a b C C D D • �. •`mot t <", r' � � .6 •. t, - -�' .. � � d > t .; ♦�(!tY! ^ // �. • it 4:o. 4h. u , ' • *-"0111%It 4(5n9 A' All ' 3-O?' /d 81t It a-61t 8tt U S. FOUNDRY A223 OR EQUAL. 2" VARIES NOERO/Pr4 // PLAN A!— 4" TYPE "E" INLET 2 1/2"DIA.BARS - 1 it I-3 n SIDE SLOPE -A.1\10 TO ,E'er Y'- �=i-�-� "v -40s D�.411V - �U,4/�O l_ rBE OeL .J COVER TO BE U.S. FOUNDRY NO. 32 OR EQUAL NO. 6 - 6'1 O.C. E.W. ` 7,tt-A �r 2' DIA. `t ' .F• to so (2) NO.60 15AF;* 4"-U,G , DATE NO. REVISION r iA w'' WIDTH 6" ABOVE . '\<1.5R TOP VIEW -SINGLE PIPE CQNCRfTE SLAB 3" THICK, REINFORCED WITH 6 X 6 10/10 WLLQE'D WIRE FABRIC. 2i, N 0. a 6 NO PIPE JOINT BAR SECTION MITERED END PIPE CONC. SLAB 8" THICK, REINFORCED WITH 9�:D ,6 X 6° WELDED WIRE FABRIC r�'tr nnr N de t •', F NO.4 - I2 O.C. E.W. ",I } - i J t , • • ;', , a •, VARIES N0.4 HOOPS -12" O.C. a' DIA. t E • ��•. 78�/, 1: r;� � II t CoN�., F3LGw"� To 6� F�I�IhI�. A' 4 �.' •; :,';r I For��l�ca w/NU,4 �ear��,� \ _.�"f�.T. IQE VIEW r - � ' ' ( L4hlG�i A r ; iLLr D W / (a G_IR!~D I i P . ' • �s• a 1 I ' 6 tt CO NC, OR - =. - ( I -12t t ' o al ►, ICo ►. 2 L_4YE;Rc.7 RIp RAP Su BRICK -• i` _ - - - ., '+• • . 1 •. DIMENSIONS GJ' - -�.•�'�:' REINFORCING TO :. �•1 , . a �,..':yf. .,;, ., r' •;�• � ' BE IN CENTER OF I/3 OF WALL. SECTION ��� ' •: 04" - - No. 4Y 9 O.C. E.W. No.6, E�A, CONST. JOINT SIlo.crE,t�!'. y "Lar•IC-r oc,� J� SECTION TYPE IIP11 JUNCTION BOX OUTFA•LL ENERGY DISSIPATOR I a r - ; 4> ,, • i I - , L� a 'y : 1 L5-f A—, MI !` r nS. ,.. , . A ,„. 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PIPE M& wo DO VRMUWYE RED AS k 1% EI�CPAE MINIMUM.- V WHERE '60 UWORM CLASS-B BEDDING % RECONNECTING A MIN -A WHERE OR CLASS 'EXISTING SERVICE DIRECTED BY THE ENGINEER �A LATERAL$ A #A 1% 04 450 An BEND A URS D . wwv.. ftu STAKE, ED NE10N DEEP TYPF-( nFFPI MWIMUK 4 4d? 9 FVA 2ft 20 STAKE AI PLue., % 4 V, ,,i A�, v" FOOT "e, TQW'r'ALL,,� MAIN EWA '460 FROM WYM gUALM I)ff% ''T fift=:1-1, 7 < SEMENT A A PLUG A a 4 0 MAX. m " it_M-1� THREE PIPE SECTION VIE wwv agice Tug� "4" ut� �ly, 41 N, �,4 1�,P6 v �ANl% f W', Z 4 i,7 V, 4 tA "We. Al. 4 k"' $TANw VA 1! INSI M v T cog PE S. P. P101 AN RD K 0 V.. AM 1COENTRIC0 b 'Ice PLASTER INSIDE,AF 1 4, A, V, 0 OUtSID9, As SHOWN WITH,I.o _g THICKNESS QRQUT� AP114 At 4. F ' F � RAME A4 oell 40 COVER TO W, NO" Ry 7.1 1A j 4 4 lq�, AND 2001 �4OR AP �,V v 5. UTILITY, CONTRACTOR-5, �5d^,JL APOaRa: T A v�. T: COUNTY AND CITY. 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'. �4 1 1 t j e WALL 24 OR LESS CO/ER YA WWK A k, COVER WA VRAM& % 1, 4, if 4 0 4 4, �ji, (61 A V .�z 13-v. I . I Z. il r 4 1 2; Z, P 'T v. 0.5 0,1) k, 4 - '7 + 0,D. it OV 4 A *4 0 F iF ', 44 "1 op :TV "A 7 T, 4, jF Qf it 11 MF�10. N. 2 lk , IV" 0.1c 41. % 0 #�4 0 e 6 OP. 4-1,, u 4-4 6" 1,7 U "PT A 31 + + ?f i'4 r ws l4� 4 Sf it ZVP �Y T�V P *1 (r ��i GON Nr.,' Y'� I , , , " 1. 4, 7� f � _v r m W J; 4-, , fl 0 �,_e a It, , q i ' ' ' 1; Ig"T I I.- 'Ir , 1 0 l*"', �l � I �, t .9 , MI. 4. y "Y' KS F` WVA 'M"i N 41i 'n, I F777 71 ................... "k, 5" N Ifi, Oi4 ","l j: 14m V.- 41 Y", T ?,S 4 A� V, Zl. -4, 6� - le. 01 A. 1_10Ns UL TI RS 1;w �jINIEE �_ U&� Al 9 014, / P 1$tA 5TP. CA`-)i IRON pow r�l,F ti FL . �L.4 r. VAi-VL BOX AND I T�.`�,%��ii��,r .;�.r,`Uyrr.�, - 20 178 covI- i 'x 24 hxs . _ - I3. a hrs y '. „r � r. ..�..... •r.,++�. +.... +rrw,�� MTV -G a «e.— f. n 4, Wye O F „ j �., ,,. , $GpI A9eN941 Film 1 it 8 JD V-1