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HomeMy WebLinkAbout3355 E 25 St 23, 34, 35A, 41 NEw Construction Fire Station 41- ---------- A F 16279C Y A0,11M g M" a 02114 glg HE. C, %Wttt, TOK 5HA.W., 15ir,- -F�5,5 C ON \A6 T I O�. f:-IeLP \151�1r-ICA 101`1 or- e4�< I OX -rO C 0 M WE,- 6 W 0 XK ri -f 0 Of� I q A 16 O�< VAkC, 9: M/\TCH \81-rH THC_ 1_A_rF_5_r 95MIM0111� CO(W r T -rloW� M<5� rl 60. PLANNING W/ I? ARCHTECTURE VC0KIC, ffAKKWG 011,064< 1�7 -rYF t2O W r, 1, t��Y, 14prr 1 �4 64 WXM, K MA �3y W, t ;Ae, TY 1�*NGIWE�r- T M rl— w weiss a' w. IVY k. brooks r p: esident' 4 N Wmond 1. scott' vice-p 12Q' 4- resident edwa'r a. spe man. P 6A HAW secretary - trea5uter -6 T 0 V L _V/ rt5K HA1q 4Q1 e. r binson st. p.o. box 2769 orla'hdo, f lorida .32801 telephone 305/841 -1925 7777777777=,�.%;.�� 5 H r t� r2 4 r F1 R H P t2l 9 10 I� Td- FOR 0 1JI 8 L E t V AL KY 17 0 R,7­7 r Ik A T A 4 > ILI v IS101715II, L 4 71 NO! Of r r< 'NIT 71 A L H If r 1, 0 rojoc P T, date 1 4, -,a t'4 IN drawn 0 �:,apprq A A _V E IN ANNERS, ENGINEERS ,,L F?�C I NT!rp SC ALE .,AP�10 ',7 ��(NE �T�EET,'/ ORLANQQ _4 SSOC 1A M M L h0 X IT 'PL ENY.1 N FLOf9 S A4 AF 1 0279C A., ig C, at G E N E R L N 0 1 E S a 11411 1. CONTRACTOR SHALL BE RESPONSIBLE FOR .-IELD VERIFICATION OF SIZE AND LOCATION incff )aated OF EXISTING -UTILITIES �ANQ RELATED C�qSTRUCTION PRIOR TO COMMENCING WORK,. oil. PLANNING 2 ALL CORSTRUCTION TO BEI� IN ACCORDANC LATEST SEMINOLE COUNTY STANDARDS. ARCHTECTURE f4c) rA6 \V F�� W.8 LE k. brooks weis5 aia president ­9TEk'AND-,SANITARY, SEWER LINES SHALL NOT BE 1. THE HOR I Z04TAIL SEPARAT I ON BETWEEN.: 1 -1 raymond 1. scott THE. VERTICAL CLVRANCE BETWEEN THE BOTTOM OF A WATER MAIN ------ LESS THAN JO'FEET,..: vice-president V� 1464 .AND_THE TOP'OF SANITARY S odward a. 5pelman' EWER �IN'E �HALL'NOT'BE' LESS THAN 18 SHOULD HORIZON -7 TAL OR VERT,! CAL SEPARATIONS LESS THAN THIOSE,STIPULATED ABOVE BE REQUIRED, THE 1:7 rzV4,.,I 411 secretary - er. treasur CONCRETE FOR 10' EACH -SIDE CENTER- WER LME MUST �'BE 'ENCASED WITH .8" AN I TA RY LJNE 0 F WATER �MA IN 'TO'BE 18' OF I -V WATER PIPE!ISHALL-BE MARK,11) WITH THE SEAL OF APPROVAL OF THE NATIONAL - -1 e 5t. 2. ALL* P 40 robinson ''2769 SANITATION FQUN P'o. box O orida 32801 -3, 'DEFLEC" -A!,iPIPE JOI TS,SHALL NOTIEXCEED THOSE RECOMMENDED BY.THET.IPE, ION N etephone 305/841-1925 .:MANUFACTURER. t :RE RES^E_NT S 41� PLI PE LENOTHS,-M P , BETWEEN TEE FITTINGS OF PO " AND­M INS I LS, SEE -SHEET SD, , HO FO R WATER PIP1,NG ETA 0 VA ER.: L N UCA3ED B� W STORM DRAIN THE CONTRACTOR SHALL , WHERE' "A :VERTICAL QLFARAN.CE F 18 . MINIMUM, MI, TAIN -:A P I PES�­W,ILL."BE �P,..V_4-,.0 -_00 -1 SE N 0 V OTEI)c 4, — LA S.S U N L E W 1 BE �;EQU I PPED ,ADJU '.,,AL L G V s :TO� WITH,. R, W/THREADED I Io �4 V�( -tXTENS',1IONS MHERE NEEDED` P V C 9.� TIPE MATERI'A �IA 00 G. JO _P1 SDR, 21 W/RUBBER COMP,RESS,10, INT, E Y/A K I t� IR )UCTILE 0 PQL� ETH -FLARARE. P Y YLEN E.- P 0 S71 I C ,MRVI,CE LIN :S ONLY) SDR 7, PR 160., FY000, E. D S �E R E: 5 DIAMETER AND TO�HAVE A MINIMUM,SLOPE OF� .,ARY'SERVICE LATERALS TQ:�B _r t�l 0 0: q�,%,_UNLE8S,'�OTHERWISE -NOTED, -MA A10 BY, T.CQNCRETE. .��,PRECA$l, EPTIC.- "TANK, SHALL BE AS T 'PRODUCTS ��OR EQUAL 3, PIPE' MATERIAL. P, V C'. SDR. 35,.� PUSH._.ON -RUBBER;RI;G W I TH I NTEG RALLY NT., FOR y N 0 L, GRAVITY -LINE$' -qu 'CST 'IRON PUSH-ON-T,YPE''JO,I,NT, 15 'P.S,I, WORKING PRESSURE., INTERIOR AND TUMINQUS:,COATIAG:i.� EXT.ER I OR B 11 N 'CLASS, 2. L' SAME OAT.1 NG 'AS CAST .1 RON PIPER S revisions T no. date description E� F A Y/tA -H _K M C� , T R LQC/ ,Q A�,N IL E4.1 ONTPV QTQ y V i-f !, �S_l t LA CAT -,D AKom H t�) A r RJ ��.FR, tE V_ 9 V D E -;A E :0 AL Af 11771ED;�-, aTE� U 4 H QA 44 e 1-� 'H (JAT -7 V 1: D F;�O, R K ,AME P ERJq1' A -,,QATE A ,BAR TY E AT H P OF! CR Ile V. project no.](� 4 'AQTU U I T ffl drawn F. o date T �.0 R;� approv ed sheet �num er: L b DE I A TF S !b 'rA-r I k� I CANIN/MILLER ASSOC DWN. PLANNERS, ENGINEERS, EN\/IRONI\AENTAL SCIENTISTS, INC. ........... 422-1330 C H K D 201 EAST PINE STREET ORLANOO, FLORIOA 32801 (305) E SCAL JOB to.� APP"D. D 7777777 OFFSET (AS REQUIRED) UNDISTURBED SOIL (TYP) AREA FOR DEGREE OF BEND TRENCH EDGE OF WIDTH CROSSCUT CONC. THRUST M. BLOCK (TYP.) UNDISTURBED , . ; .. H/2.MAX. MATERIAL (TYP.)--=----_ . THRUST ----i FITTING - • \ THRUST BLOCK MIN AREA (50 F T) WOOD FORM BOARD �\ / CONCRETE BEHIND BELL SHALL THRUST BLOCK NOT INTERFERE WITH JOINT (TYP) ---- EDGE OF TRENCH Z SET TOP OF VALVE BOX AS REQ'D. AS EQ'D. • 3 r IS"x 18"x 6" TO FINISHED GRADE ` CONC. COLLAR HOSE NOZZLES. HYDRANT OR NUT .2 OPPOSED EXTENSION STEM WITH I I ` � - � PUMPER NOZZLE 2" SQ. WRENCH NUT " 3'EAR I FACING STREET AND UPPER GUIDE REQUIRED FOR ' MORE THAN 4 DEPTH. (_:' w FINISHED GRADE 4 BAR Q COMPACTED \, ALL AROUND > BACKFILL AS REQ' BOX SHALL NOT- `—ADJUSTABLE > 3"CL REST ON VALVE VALVE BOX uI - OR PIPE -- o V E BOX . DRAINS Z VALVE VALVE ( TYPE v AS SPECIFIED) -- w TEE (TYPICAL) UNDISTURBED o.,,•.,: ��� :. -� a:.'o.• THRUST WATER SOIL o:'�:p• - 6 -- o BLOCK MAIN (MIN. o. TYPICAL SECTION BENDSA \}° 1 ( 5�(MIN.) ( /2 * 2' -SURFACE JOINT i ` o." .o. :e. MONOLITHIC SLAB HRUST BLOCK WATER -1 (-SURFACE EXIST. ASPHALTIC �� TERAL BEARING AREA MAIN AREA FOR TEE REPLACEMENT REPLACEMENT / % Ir� AREA FOR 45° BEND CONC.PAVEMENT-� 6x6-6/6 WWF N �/ CONC. SURFACE �1S REQ'D. FOR 90° BEND IN i3 IERVICE PIPE SIZE.DRAINS VALVE 8, VALVE BOX 6, °0 IHALL NOT BE COVERED. BRUSHED STONEY FORR SHALL BE AS, \ J'�"oO J �.'.° :: CONCRETE SUPPORT (AREA FOR PLUGTYP) DRAIN SUMP. , SPECIFIED IN SPECIAL DETAIL., 6 Z' I REPLACEMENT w 2'-0" `. I - 6 BASE MATERIAL (n t, \ EXIST, CONC. a PAVEMENT. (MIN.) TRENCH WIDTH OR ALTERNATE m1 DETAIL-----VALVE.8t VALVE BOX_ TYPICAL HYDRANT DETAIL. \ METHOD CONSISTING � �F TRENCH • WALL 91 OP AN B�(MIN) THICK (I 2000 PSI CONCRETE w t SL A B, TO SAME WIDTH, UTILITY PIPE _ _ REINFORCED `�/:TH __ __ d r 6 x 6 - 6 /6 WWF. Bd :.(SEENOTE I) ' - ` (SFE NOTE I) PbRTLAND CEMENT J `'� I . r, COMPACTED BACKFILL TEE W Y E CONCRETE SURFACE ASPHALTIC CONCRETE SURFACI m COMPACTED _ N SELECT MATERtA.L- Bc ' AREA FOR TEE I? > a COMPACTE BACKFILL Bc/4 (6"MIN.) STANDARD ROADWAY OPEN CUT DETAIL (rV) a COMPACTED SELECT 2 MATERIA4 a Bc/4 (4"MIN.) -WOOD BLOCKING (TYP.) ` iv z Bc I EDGE OF v — g NCH COMPACT ;D GRANULAR CONCRETE a"CONCRETE - BEDDING MATERIAL (TYP) - - �� - - THRUST BLOCK NOTES: CCw � '�`. wcr3 PIPE BELL r __ Bc/2 > PRUG FOR - �`_ , 1 THRUST BLOCK BEARING AREAS SHALL' BE POURED AGAINST �� , Bc/4(4"MIN) SCHEDULE FOR THRUST BLOCK AREAS PIPE SIZE (INCHES) 900 BEND (SO. FT.) 45° BEND (SQ.FT.) 22%2° BEND (SQ. FT) 11%40 BEND (SQ.FT,) ' TEE 5 PLUG (SQ.FT) i DESIGN PRESS. (PSI) 3" 1.5 0.9 II ` f NOTE THRUST BLOCK AREAS COMPUTED ON BASIS OF LBS. PER SQ•FT. SOIL RESISTANCE BEARING. 1000 BC/2 tr Bc/4 (4"MIN.) �wi UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN UNDISTURBED t+' '7 ,� , UNDISTURBED SOIL AREA FOR PLUG DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND'7 TO SOIL , (SEE NOTE 2) " 0.6 Bc Bc/4 (6MIN.) � PIPE —COMPACTED GRANULAR UNDISTURBED MATERIAL. (TOTAL) BELL BEDDING MATERIAL PLU G TEE WITH PLUG 2, EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD CONCRETE CRADLE CONCRETE ARCH ENCASEMENT NORMAL TRENCH GRANULAR BEDDING --AREA FOR IN FRONT OF PLUG BEFORE POURING CONCRETE JOINTS SHALL AREA FOR TEE j PLUG NOT BE COVERED BY THRUST BLOCK. Iq 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF CLASS "B" BEDDING —NORMAL CONDITIQ,NS CLASS "A" BEDDING ""SPECIAL CONDITIONS • ' THRUST BLOCKS. , 4. TH%JST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, COMPACTED BACKFILL OR AREA FOR PLUG _ _ _ AREA FOR _ TO SUIT THE SPECIFIC FITTING ARRANGEMENT. OTHER FINISH - PLUG -I 6X 6-6/6 WWF 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE SCREEDED BEDDING 8c TRENCHING NOTES of �' PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE. FINISH Bc - PIPE O.D. AS REQUIRED—:. Bd - TRENCH WIDTH AT TOP OF PIPE 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH 6" MIN -�--- ::. :, C TOFF TO MAX, Bd - Bc+24" PRESERVATIVE. so REMOVED MIN. Bd MAX DIM OF BELL+ B" (UNSHEETED TRENCH) 12 MIN. BRA NG MAX. DIM OF BELL* 12 ( SHEETED TRENCH) TEE WITH END PLUG CROSS WITH PLUG CROSS WITH TWO PLUGS 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQ'D y COMPACTED BACKFILL TO REACH SUITABLE FOUNDATION. FOR NON -CUSHIONING AS SPECIFIED FOR, 12"MIN. MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM OF THRUST B L 0 C K D E T A I L S BEDDING TYPE- - ./ -�• '` UTILITY. PIPE BELL SHE TING 3• SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT SERVICE CONNECTION NOTES: _�- IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE "CORPORATION " " �I MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE " x SERVICE CLAMPS (DOUBLE STRAP SHALL BE INVERT, SHEETING SHALL BE CUT OFF A MINIMUM OF STOP W/SERVICE — 1 �- I 3/4 `�F, I V 1• 12"ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY CLAMP AS READ, BRANCH CONN. �. -- WATER MAIN /- q FS THE ENGINEER, AND LEFT IN PLACE. " �Qj USED FOR ALL WATER MAIN CONNECTIONS / - " B c IN NO CASE SMALL 3/4 SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30 F� Bd BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. WATER MAINS " �.�� 2, CURB STOPS SHALL BE PLACED AT R/W LINE 3/4 CURB DEPTH OF 1SEE NOT I BRACING SHALL BE PROVIDED AS REQUIRED. -RAND PLUGGED, WITH TERMINAL .� , 5 </\f�� STOP / BELOW FINISH GRADE. PROTECTIVE CONCRETE SLAB SHEETED TRENCH 3/4" CURB STOPS (TYP. I , ` 2 3/4'CORPORATION STOP W/SERVICE CLAMP AS REQ'D. SPECIAL DETAIL SINGLE METER SETTING METER INSTALLATION It Box DOUBLE METER SETTING METER INSTALLATION BOX BY COUNTY BY COUNTY PIPE BEDDING AND TRENCHING DETAILS r TYPICAL SE RV ICE CONNECTION DETAILS No DATE D E eC RIPT ION CHK'D. APP'D. Ilk -1 WATER DETAILS J08 . No. DATE DES. S.H.R. 7916.00 ' DEC.791 DWN. C.E.D. C /� 1 FIRE STATION 41 REV. No. SCALE CHK'D. S.R.M. PLANNERS, ENGINEERS, ENVIRONMENTAL SCIENTISTS, INC. N.T.S. 201 EAST PINE STREET ORLANDO, FLORIDA 32e01 (305) 422-3330 APP'D. SEMINOLE COUNTY, FLORIDA SHEET L� ti AF 10279C t " r- I Y. 1TQQ i LL ( (mil�S R •' 06/�, TI ,* U , t 5 �3�d3yt rya MR; � catal st y incorporated ARCHITECTURE •PLANNING k. brooks weiss aia president raymond I. Scott vice-president edward a. spelman secretary - treasurer 401 e. robinson . st. P-o.. box 2769 orlando, florida 3280-1 telephone 305/841-1925 - SPIN ITS ki Ill WWII ' ` ,y am-"'¢ :; .h- V, )m� x. 6 :r�a�l+. 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