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HomeMy WebLinkAboutZEPHYR RIDGE:: \ \ -►!� 101 IOL 103 _ ` i t \ \ '\ \\ \ \ \ \ \ \ \ � \ \ 1 \ '\ 1 \ t t \ t �► \ - - - t `D�2A1t�Pt E - - < \ 3t llld 104 tOrj told 1O1 108 tOq %t0 ri1 ; i \ MAYS \ 1 - I�` 5 0' 20' ZCe' i 410:23` I - , 1 t 32 \ \ \t f f \ \ \ \ __________ _____ ____ I ( \ I \ E \ i 1 \ \ \ \\ \ \ \ \ \\ \ I \I '\ \ t t \ \ \ , -- \ \ '\\ \ \ \ \ N \ I \ ! t \ \ \\\\ \7 8 --I-\ \\ \ \ t f, I\ \ I \ \ '\\ _"___"__I t 1 `_ \ \- \k' - \\ \\\'\' \\ \ \ - \ \\ - --- \ -� t � � tt! tt2. 1 t t \ , — MOT iWcLL1bEt3 I , i a -Z0 2t� E� 200.00 I / I 4 \ I - 2100.0' _ - - -'-r' � \ � r's. --, �• - j I / 1 / / - )---_- 1_1/1<' _ r tA14 �i /' I / `/ I/ I" F - - -__- / ? o d #13 t _ ��r_--�� 4c� 47 i / 7 -Y 1 1 I -LI \ - -_-__i_I �,— (IL a r ^ ,__i _1 74& __/ i - -i ----___ I ?i1 I RIV — — / A 49 53-` i / 1 N I / -- P ! " I i iz: 2 z3 :iiii:_-- / to t�_ ,j1 / 1 - 11 / I --__. 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■tv■ ■ ■i�tt� l�llttts ®�■� tttttst� tt�a !■�l���llt�flfl■■!■�c.>!!■■li�firr.'!a_If�iA3®!■f.1—®—Orll_iC�l�i—_�■�rsali•■�itttttttttt,)SV a—_i��®--l���■■�■�� ®r�1��!ts®-slsl�®�ll�i�l�!'l•tti�i�■ _!__-=___- -_ fl■!!■li■1�!! - ___,e≥� ®illfl_®��1��!!i■i�i���� ■r■■a�iie�ri1�■■�r�i� tii1��-- ■���ii���i���i- s®��i�ii■�®1®■ice®� i��ri�®®till_Ir_________________________ � tii■����-i�1.II�■e�� 21II_-S� _______ ���®�i1i■Oe-��®tA'I aiII ���� ���®-i1f[■��!���.—aeai:ati�til a�i®1f�Y■!!I1 i■IR— --s- Ml — iir��®®i■11�'�s�e�1[�i!�1����SS1►�[rL-g::7r'L! �0��—®ii[!•![i1L®��i��� oiai�■e��-- r.�.•a■�iii®a��®�®®a ■� �il� iriii� �iii�•.•eLL.x�z��ii■i�■� iii ti•■I tai � � iar ■Ii■ e•i iii tiri �i ®rrii ire ---- ®�i ■ii ®®■ii■i1 ®®®�i®®vita_■ A�®®®®■r�1t�■■■i■- ii-ii-��r■it��■®ii�■i_�s■®1-®�■ iii ill■ ilia o■®iir®■UMME MMMi WW i 1■ii�� i■i®os iris ■iii �i ®� Iii iia iT®ii■® ash ® � w ir_ r ta•i a�i■�i■��oi�oi��i �ii�ii®e�■�i�,iii� ®�■a�ii�i�≤�i� o■��oir�itii�■�■�+-� s�i�i��se■i�l!ii�� it �i�■ales-�■i�ii Iii ��®s�rriirlliiii■II1�� �ii■i��tii®�i�iii �r� �i �i �r� ii■ - � ire ■� �r ®sa�iriii■1-ii■i�� � �i rii� � ■ira• iii ■I� i■i � � � �i ii■ � i■i1 ■_iii ®� ire �■�i�-iri�i��■o� �i�■�■�oo�i■I�oi�io W1 �ri��ri•■���II �irr::��riii■ri�® iliri�r�i�■iirii •Iii-�-moo ■■.i��i ■■air���■ ■1[J=tP=l�ld�T.•j REVISIONS BY NOTE= SET RIPON P/M AT ALL L47.-RPAL S FO FUTURE LOCATING p OCOQOOC O LOT LINE - - ° OOOOOOp OpO�'�00000OOOOUO� „ " " • OODC O O O O•O O SANITARY OO W/3 POLYS�OPS OR I O O SEWER OO ° . CONCRETE OOOO O O U OOO t �„ LONG EQUAL I ENCASE/i�(EA/T OOO�OOCOOO�C RRO. 30 CURPVE tV O OOODOOOOO NOTE : SET IRON PIN AT CONCRETE I ALL LATERALS FO -. FUTURE L OC4T/N6 1 z53/4 _` ) _____ /3¢" -i--- -•-. — _ —GOT L /NE Cf 3 G o SQL /D INVERTED Co F •-- = "x4r4"OBL. WYE y d o g X(WYEBRANCH o"� W/3 POL VS TOPS OR I 2 c � OBL. AS EQ DR P /YJAN�/OLE DETQ/L EQUAL 6 2/BS 4 � •5 - 0 � 8"x 6" WYE BR,4NCf/ DBL. 45 REQ. ♦ * 1.77 _ PL PLAN _ t GRADE GRADE SLOPE `n FRAME AND CO(/ER p� �) MIN WE/Gf/T p 0 1 TOP VIEW m .350 LBS. •�.. 6'-30"ELL -SR 24 J 60. 3 , EA/PTH TO BE F/RML Y " -MOPE0 AROUND BRANCH ' ( ► 8 "X G " WYE BRANCH SECT/O/V R -A t SECTION _ FRAME AND COVER DETAIL S N.TS. t G -90 ELL SR. - . CONCRETE SECT/O TYPICAL L /NE /NTERSECT/ON 8"x!o" WYE BRPANCN TYP/CAL SERy/CE CONNECT/ON DETAIL s OUTS/DE W44 t, 0015/06 WALL t ! ST.4/1,04,W M. 1/. UNPAVED ° CLEANOUT FRPAME FRAME COVER SURQFACE MIN. AND C0�/E2 J� ?REMOLDED ?LAST/C 1 SEAL W/TN COAL TAR MAST/C "DEW/TT" TiQAFF/CE TYPE GROUT JO/A/T SEALER u//TN P,PEPR/il•(ED RUBBE/2 BASKET MIN 2 PROTECTIVE WRAPPER JO/NT /1/O /O OR APP,eO(/ED EQUAL , 0�2 �JO/i(/ LONC. ENCASEMENT ALL SU,PFACES SAME AS DETAIL FOR RISER SECT/D/V 2-0 " PR/OBE' TO FINAL _ / ___ ASSEMBLY ___ ____ ___ I 11T - / \ . o I' _. ... . E P/PE- SAME SIDE AS SEWEZ L/ME E s c DIAMETER 6 t 1 ° I• - .a'. .-• - - - -. ►- •.. -- ,�•. _ •. �. - 4✓� �!E/V 1-7 • GRe001/E TO BE FO,PMED w,TN A COMPLETED JOINT•9' • ACCU,2ATE SELL N6 FO/PM a WYE BRANCH W/TN SQUCEZE OUT i BRICK WALLS -4 OR • COMPLETED JO/�1/T POURED IN PLACE ,3, O00 P. S/. NO 4 - G ""O C. E W PLUG APPROVED P,eECAST UNITS W/7W ET COA/C�PETE PAD A1 V I 4=0" UEED ALTERNATE CONSTROCT/ON T— SEWER L /NE c/o/A/T DETAIL do/NT DETAIL MAGI /NOL EE SOTTO/14 PLASTIC SEALER `O f' Rll/ GASKET n� r. s. TYP/CQL C� EQivovT DET'41 �, _ Al TS - N T. S. N. T. S. 1 %2"'CeAMA1T PLASTER? CONSTRUCT/ON NOTES /�'PEC/F/CAT/DitlS �` MATE /tiLS / P/pE : POLYVINYL CHLORIDE PIPE -Pi 15'11/444 CONFl7�PM TO THE FOLLOWING SPEC/F/GQT/ONS= I U.G,?AV/TV- Asr M D 3034 -SDR 35 1 FORCE MA/N- (ASTM D /784/0/725-5D,PZ6)&P 41 w4 G/5 0 2 . a/O/NTS : BELL SP/GOT CONFORMING 0 ASTM 032/2 45 MO,QTA/P BEVEL 3. MA.VSRoLEs PRECAST CONCRETE SNALE 3500 PSI, AS PER ASTM C47B f' MN ,/O/NTS ASTM C433 PVC PIPES 7HRU MN WALLS SHALL INCLUDE A NEOPHREyE :J GASKET SECURELY GROUTS. WATER MA/N /NSTALLAT/ON /. T.PENCH/NG : WIDTH EQU4L TO PIPE D/METER PLUS MAXIMUM 8`EACN SIDE. BOTTOMS SHALL BE UNIFORM BEAR/4* /NCL UD/NG BELL. c R 0 2. LAVING = PIPE SHALL BE KEPT CLEA�AA/D ALL d0/NTS 5/41441- 8E CLEANED PR/OR T� \J i� APPLYING LUBRICANT SEALER. / O ACKF/LL /NC, / TRENCHES SHALL BE BACKJLLEO BY i4NO FROM BOOM OF THE TRENCH TO THE _ t SAND CUSN/ON •O C ('O'�M/NIMUM CENTERLINE OF P/PE AND BY NANO Oe PROVED MECHAN/CAL METHOD THE PEMA/A/DEQ OF TA(E TRENCH, WITH SANDY MATERIAL P55 OF ROCK, ORGANIC MATERIALS, DEBRIS, C. ►\ d 3"/. TEST/tii >^ c °m C • •. L VISUAL - ALL MA/.VS SHALL 8E LAMED FOR FULL CIRCLE. `\ `I °a !f " 2. LEAKAGE - /NF/LTRAT/oN TEST !� L! J t h SHALL lk .PROFORMEO ON ALL MA/NS INSTALLED BELOW GROUNDWATER TABLE EXF/LTRAT/ON TBTS SHALL BE PERFORMED CM ALL M4/NS j` U 0 SLOPE 3 L� INSTALLED ABOVE GROUNDWATER 7-46W MAX/MUM ALLOWABLE LEAKAGE SHALL N W _ 37 CAL. PER 1000 FEET DURING A Z�HOUR PERIOD- BEL FULL CONCRE-------------- CLEAN UP /. AGL MANHOLES Q 3,000 P, S. /- CONCRETE 0" MA/NS SMALL BE �OROUGHL Y CLEANED OF •41-L TiQASH OEBRt5 To /0 = 9 'Q .. i • - TO /(p /O w • ' �� . NOTE= /F ANY SPEC/FICAT/OM/ ARE LES5�HAN OR IN CONFLICT WITH Z + r - DATE SQUARE o/? 6 x - /o/o W A4 ` TO Z5/2v , - - ' - p - � • SPECIE/CATIONS Z= _ t-i t I L~ _ SP-CIFICAT/0N5 SHALL GO✓E,PN. E `3 � CIRCULAR OPT OR - NO- 4 @ IZ"0C. EW -� 3 CL. /O -O" /O=O" SCALE #4-/2"OCEGU DRAWN T= %Z THE TN/CKA/ESS OF bugLL CONCRETE- 3000 P -S. /. PIPE ENCQSEMEAIT DET�I/L I JOB x STANDARD MAN//OLE S1 -ALLOW NlAAJ/-/d,LE 1 " N.T.S. SHEET DATAPRINT tNT ST OCK GRAFTING fORM NO tp!-53 (PLAIN iRAGf N-- VELLUMS & FORM YO. 1.1♦ SS B % A FA:JEOUF GR10: _ OF ! ` - SHEETS 1 - LL REVISIONS BY W �� r�R °i it � n - Ls ; i U t 1 - - _ - - - L i 1 �. ri YY 1 - , - r.. t \ ./r+ r. \ - f - . Ti-,' - r _ t !• e - - - - - V t ti` � A ".') -1 1 it - - ,j' + , - - ` # � 'i 3 1 d1� 1 C � 1)1. :. T 1� � ; • rt'1.. � �i .,. r �. ' � °J �TV� L c+i J �,V � J/� 't � , .� _ �- , . t'- • _ t , 1 r� ) y 51. ^ �j 1 ) - - ,. •--. _ -_. -- �-: -- - _ -' - ;. s-`�_ - ,.ly .-i-U ---��tS-ii .YJ� )1� 1. � -.�/ r �-I :.. .e r vi Y`r V`: _ -• _ ... n f � �- � , • � � X71• l // / — N\ \ / a ti' i' ,I {� •C is .. �i s -- - t at I .. r ,• f M V K �- � \ e - ,/ � � .' a .✓,,.: ! Y f i j� r - i 1 '1 _ _ .� � � �.� � yr �>: Le► . r � _ .-, v � �. . 1 �► ' a tv r ?_ T 1 fti t *� ..-- _ _ TT1 .-,..- - _ _ _--, �__ _-: , �o old.. p: • iG� Ott _ D��l 1L� l� `tl . _ -.z _..- _. a _. - - -.. — _ __. • ... _: tj1- - .. _ — _ - _ - - .•_: - -- - - - ..: a =_:.-. _r • - _ _ - may- - - - _ - ( I 'ter 1 Q W ,r�� r� r _.•_.. _ Alt G -t •_ __,f_J_c � ri' �At.V C� s - -. � � :: ' _- - _ � , + i f1 .^ • of iIIt -- " H - - TT c . 4 L - __ __ dt 1-ca ct5Z01`4 NIPPLE 4" G S LF-iOW J L FLU C R�DUCiNZ, OR `CMFAWOI Ai XiL IAT '( PUMP1!' G 't CITY OF ZEPHYRHILLS MINIMUM STANDARDS FOR SUBMERSIBLE LIFT STATIONS 1, Provide lightning arrester (G.E. or approved equal) ahead of the control panel. 2. NEMA 3Rweatherproof dead front electrical panel fabricated of aluminum, stainless steel or fiberglass mounted on reinforced contrete post using stainless steel or aluminum brackets. Provide lock thumb twist 6 lock clip. 3. install electrical junction box below control panel w/gas tight seal. 4. Flashing red alarm light with guard shield. 5. Provide emergency generator receptacle with double throw switch. 6.- Provide reset and elapsed time meter for each motor in dead front control panel running lights, HOA switches, etc. 7. All electric wiring shall be copper, and identified. 8. An electrical schematic diagram shall be submitted with plans or shop drawings, b manuals. 9.- Wet well shall be concrete or fiberglass. 10. Valve vault shall be concrete or concrete block with gravel floor. 11. Provide continuous top stab over wet well and valve vault. (Expansion joint may be provided between wet well and valve vault top.) 12. Provide aluminum (Bilco or equal) frame and access hatches. 13. Water tight seals shall be provided where pipes pass through the wet well wall. 14. A nipple and valve shall be mounted on each pump discharge line ahead of check plug valves. 15. Check valves shall have a stainless steel spring or side weighted lever. 16. Plug valves shall be DeZurik or approved equal. 17. By-pass connection for auxiliary pump shall include a 4" plug valve and Kamlok female adaptor and a cap for exposed connector. 18. Motors shall be 3 phase, without phase converter. 19. Stainless steel nameplate for each pump shall indicate the capacity, TDH speed and efficiency. 20. Pumps shall be capable of passing at. least 3" solids and pump a minimum of 100 GPM. 21. Provide hose bibb and anti -syphon vacuum breaker (watts 88-A or equal) on i" water service. 22. Provide stainless steel guide rails. 23. All chains for lifting pumps up side rails will be galvanized no less than 5/16" link 24. Provide 4" screened vent pipe or other approved means for wet well ventilation. 25. Proper grading and landscape. 26. Components must be available locally. 27. Meets electrical codes. (Phase and Ground fault circuit protection.) 28. All switches and components must be properly labeled. 29. Pull pump to check for proper removal and seating.. 30. Check pump cycling and check back-up pump. 31. All steel or metal in wet well will be painted with a paint that resists rust. 32. All bolts on fittings in wet well shall be stainless steel. ,1f %-I r f 1 Lsra.. �...- ! G � fF W TW � � - _„ ---- � . • _ ��������.4��i...._�s_.�_ i-a ti. �✓�-_ �'�s<s . '�.v.,.r"�. 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