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ATLANTIC BLVD 1051 ^ --__-___-_ a of LLJ Lu 1*GROW LLJ COLD Wx F/A —TEMPOWY TYPE I REPAIR CMACTED cow mix 6. I SU Md OLKIM VARIE TEMPORMY TYPE A REPAIR CONTRACTOR SHALL �o CASE X STANDARD PAVING REPAIR DETAIL NOTE: PROVIDE CONTINUOUS SEWER Q SERVICE INCLUDING SEPTIC 44 TANK PUMP OUT DURING CX,1STIN(j- 8w GRAVITY SEWER CONSTRUCITON C, CONNECT TO EXISTING SANITARY SEWER MANHOLE AT EXISTING SEPTIC TANK, DOSING PROPOSED DUPLEX TANK AND DRAINFIELD. SUMBERSIBLE GRINDER PUMP �4' INVERT 4,31, SEE DETAIL, TOR SHALL (Z STATION, CONTRAC CONTRACTOR SHALL LOCATE '12 AND ABANDON SYSTEM. PROVIDE ELECTRICAL CIRCUIT 3+0 FROM INSIDE BUILDING, FL,C (9,53) FLE (9-26) FLE (9,27" FLE (9,17) 1 IN ACCORDANCE WITH C U RR-E-1 N T L)�IIORDINATE WITH OWNER. 121) E0 Q CONTRACTOR SHALL PROVIDE _9 (8.57) DURABLE WEATHER RESISTANT FLE TRE3 T NAIL PIC I E.,�A SEPvIC.E: SIGN NOTING TELEPHONE 5�2�__1_14_ CONTACT IN CASE OF tx V4, FOA A EMERGENCY, OWNER WILL 41 PROVIDE CONTACT DIA. VVP I'll k 1v Ix INFORMATION, ---T_w PROPOSED 8 LF 6" PVC (DR PAVEMENT (8 31 EXISTING ASPHALT 35) GRAVITY SEWER @ S BUILDING SERVICE AT (SCH 40) FORCE MAIN 672" CLEAN R -7 REPAIR, CASE 10/4'AVEMEN TYPICAL ( SEE I SET EXISTING WATER ADVANCED DISCOUNT SERVICES AUTO PARTS STORE CL LLJ FLA.REG.NO. 38031 DATE. MAY 200 SHEET, 2 OF 4 ATLANTIC BOULEVARD L) � � .^.....' � ^^^~ p | � � | / i = LJ cn Q o z 0 F_ a_ a � W U U] w W 7 O PLAN VIEW W ELECTRICAL HUB it INLET / II NOTES: co 00 1. CONCRETE THRUST BLOCKING SHALL BE INSTALLED 0N FORCE MAIN AT ALL FITTINGS AS SHOWN ON THE DETAILS ON THIS SHEET. CONCRETE SHALL BEIII Ild . MINIMUM 2,500 P.S.I. STRENGTH AND SHALL HAVE A 1 TO 4 INCH SLUMP. 'moi i _ II 2. THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. ' q WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE \� / ---�~- - --- - MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. I�- - � — � � _ _ J �� - - 4. ON TEES AND BENDS, EXTEND THRUST BLOCK FULL LENGTH. T � CK =-- -f BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE THRUSTBLOCK. AUXILIARY PUMPING ACCESS 5. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ��-- ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. q 7. CONCRETE FOR THRUST BLOCKS TO BE CLASS "C". clz ,�-- WARNING LIGHT f-- AUXILIARY POWER HOOKUP .. ELECTRICAL CONTROL PANEL VEf`f T WITH STAINLESS �j��.\!r�\//��//��\ \ jy//�/i.•� ./. !/.\!/�\//\\���\/\\\�\�\/r��//�/i.. STEEL BUG SCREEN ALUMINUM CHECKERPLATE COVER WITH LOCKING HASP, TYPICAL TEE LATERAL TOP ELEVATION 9.50 GR. 9.00 LJ �\�\� 1i.�i.\/r\�i�. 90' BEND 45' BEND 6" CAULKING HUB THRUST BLOCK SIZING THRUST BLOCK END AREA IN SQ. FEET SHALL 0.785 x D2x P BE DETERMINED BY THE FOLLOWING FORMULA: A STAINLESS STEEL IL2,500 LIFT CABLE �" " \-2* GATE VALVE � WHERE: A � END AREA REQUIRED IN 5Q. FEET 2 UNION D PIPE DIAMETER IN INCHES P = LINE PFESSURE IN P.S.I. STAINLESS STEEL 2"CHECK VALVE 0.785 = C014STANT LIFTING BAIL 2,500 = SOIL BEARING VALUE IN P.S.F. 2" PVC SCHEDULE 0 36" DIAMETER DISCHARGE PIPING Q C.J FIBERGLASS BASIN a W O LEVEL CONTROLS THRUST BLOCK STANDARD DETAILS _J _j NOT TO SCALE Q p � 2 1" GUIDE RAILS 5 F=- WTZ W BOTTOM •• 304 STAINLESS STEEL O Z m ELEVATION 2.16 4 4 Q SCHEDULE 40 PIPE FINISHED GRADE PAVED SURFACE • 7,1'+," ==Zzz= , I ......... I F V) _ 0.6 CY CONC. A w p ¢ Z I-- MINIMUM Q ; C.I. LAMP HOLE COVER SIMILAR Lv In J p U O F- 18" SQUARE & EQUAL TO NEENAH FOUNDARY CO. z v Q CONC. PAD FIGURE No.R--1971 ELEVATION VIEW CLASS 2500 # CONCRETE p PUMP SPECIFICATIONS P.V.C. WYE BRANCH Q PUMPS REQUIRED zFIBERGLASS PUMPING STATION 6" MIN. ALL SIDES AND BOTTOM HYDROMATIC MANUFACTURER • • : . MODEL NUMBER HPG200 OR EQUAI P.V.C. STOPPER PUMP SIZE CAPACITY EACH (GPM) 26 ELEVATIONS: . APPROVED: TOTAL HEAD (FEET) 13 IMPELLER DIAMETER 3.75" A ASM 6.50 2 H P 8011.1 PUMPS ON 0.00 . ` \1111 ft ^a MOTOR HP REQUIRED — LEAD PUMP ON 5.50 ' '• ti (RPM) 3a�o TYPICAL CLEAN-OUT . SPEED RPM r�o7H PUMPS OFF 4.44 "; .• ELECTRICAL C5 C7 208/230 1 PH NOT TO SCALE FLA 2 31 ." NOTE: CONTRACTOR SHALL CONFIRM EXISTING ELECTRICAL CHARACTERISTICS BEFORE ORDERING PUMPS AND PANEL DATA. Y�,r �? ,� y';` NOTE: SEE DRAWING C-3 FOR CONTROL PANEL DETAIL SHEET: "'�, .�'`'� •4?�o PG4 C- Z Y U 3 O I 2,C CAREFULLY CAREFULLY �a �• FORCE MAIN BC+18:'MAX. COMPACTED Bc+18"MAX. COMPACTED C-) o � � F _���T �.��.��- � Bc+12 MIN. BACKFILL Bc+12 MIN, BACKFILL OE,V,� 3' O'W•) 0. SHEETING c SHEETING Bc o 36•►NNI�M(UNDER PAVING fa REINF. BAit (TYP.) s FORM CHANNEL Q N EXISTING UTTIJTY PIPE �� 7 ► N s^- ❑❑, V CONCRETE PAD FINISLLI FULL LENGTH OF //{ COVER GRAD ETD ` I ❑ GRADE (T- PIPE CEWrERED + AT CROSSINQ �. SEE NOTES. / \� //��j \/� ' CONCRETE PAD SIZE OISED WATER T R I SEE NOTES e• \ \\�\ EFFLUENT ► INFLUENT 1/4 BG NECIWi uL JOIM ++ T r I/r ( 0 D o r. s. 4 MIN. THE LENGTH OF Air PIPE To HE mESTRAWED FAIN OR 4S UNDS(SIZE ES LOCATOR PEG 587E Oi SEW SWU 9E AN A=iWa°NCf WITH TABLE AT ALL VALVES 0.5 SHAPED BOTTOM SUITABLE �„ 20 WK 0, T VALVE REQUIRED COMPACTED GRANULAR BCa P„E m,u ar NrClfAN1GALLr NcsuAAfEa UNDISTURBED SOIL v � RCSTNET)JOJ000u,uuu___, VALVE (LVPRIOR TO DROP MATERIAL (TYP.)SIZE AS REQUIRED M NOTES: PIPE MECHANICAL ,�Y"ED f+���,.� HALF SECTION HALF SECTION HALF SECTION HALF SECTION .roINT �I � ^1I' 1. IF EXISTING UTILITY PIPE IS A WATER MAIN PIPE 1 1 30' MIN. SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 6-INCHES OF SEPARATION IS REQUIRED. • MANHOLE (36" MIN. C� 2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, S4NITARY SEWER. �� UNDER PAVING) RECLAIMED WATER MAIN OR STORM SEWER, la INCHES OF SEPARATION IS REQUIRED. IF THIS /S IMPRACTICAL AND EXISTING UTILITY MAIN /S Q�Q� �,____ TYPE 11 TYP E C900, C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6-INCHES, _ A FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITY ° $ ' MAIN TO PROVIDE MAXIMUM JO/NT SPACING FOR ALL CROSSINGS. o -� ���° ° �' • ='� Q � FORCE MAIN COMPACTEC,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL PROVIDE NEW INTERIOR • CN N 3. LOCATING WIRING REQUIRED. SEE DETAIL W-44, \�\i\\\i�\i\/\\ \/\�/\\/�\ PROTECTIVE COATING AS MTUREtED oNE SPECIFIED IN SECTION 446 • I • CLASS "B" METHODOF ADJUSTMENT UNDER NOTE: POURED IN PUKE (NOT PRECAST)CONCRETE SHALL BE • �j ` FLUSH W/ GRADE MATCH CROWN OF D.I. M.A. or PVC l EXISTING UTILITIES USING MECHANICAL RESTRANTS EFFLUENT 45' BEND ] NOT 70 SCALE _____ • BEDDING DETAILS � �� .•. • .. . GATE VALVE & BOX • NOT TO SCALE �,(" v � NOT TO SCALE4 44 sa NArE N "F (Z) ,�, uEwilPAvuIG FORCE MAIN CONNECTION 24' C© �C SEE„OMS am"AN « , �. ,/r TO FORCE MAIN 4 ►� PROPOSW MATER NNNPIPET'"`"""r NOT TO SCALE �� �� AL SIZE&TrPE VARIES + O O � Nll l.v+GrN - Cvr1Ef>EO AT JI J_I cw>ssINQ sEt NOres, rf�t[NcrN ar n+E wvE rn et A[srfxuNEn �ED OW.) F,ACN SID[LY',GENA SIiS(L(x fN Af]Cf?RAVnCE URED BREAKERS GR FYW1)A✓ JAWfYA'rWIL EAGfT ll^i Won, SEX WTAI"AOL s -q AH ETES; N 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 3. LOCATING WIRING REQUIRED, SEE DETAIL W-44. � L2��i�$ v 6-INCHES OF SEPARATION IS REQUIRED, 0-4 2, IF EXISTING UTILITY PIPE Is A FORCE MAIN, 5NVlTARY SEWER, 4. DEPTH OF BURY TO BE 36' MINIMUM /N PAVED AREAS MEASURED CD 3 L1 -0 p_ M RECLAIMED WATER "N OR STORM SEWER, 18 /LACHES OF FROM FINISHED GRADE. DEPTH OF BURY TO BE 30"MINIMUM /N �� UNPAVED AREAS. N (") 1 \ ' \ , SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING I CCB / PCB PCB \ �Q\ �O\ S F M UTILITY MAIN IS C900, C905 OR D.I. PIPE, SEPARATION CAN SC I I / / 2 J REDUCED TO 6--INCHES. A FULL LENGTH OF PIPE SHALL BE / fJJ ) % CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT N CR �� 2 Q E, Q ,, SPACING FOR ALL CROSSINGS. / \ ' RL ��~ ECB F_ .�\ .�. METHOD OF ADJUSTMENT OVER S MECH INTRLK ETM EXISTING UTILITIES USING MECHANICAL RESTRANTS FS4 ALS � NOT 70 SCALE. o-� , R \ HDA 0 0 T7 TO ASR AH OL ly ALARM I xi- 0__UASB RESETS ASB 1-0 ASR M1 M2 ASR \ G/RL VM o 0 z Iiz• MIN. H ' \ Tll EXIST, PAVEMENT ASPHALT CONC. (COMPACTED) BL T10 A �� (MATCH EXIST TYPE) [] MS1 �4 sl,u?I a^r�"/s'•a?la,'r�■Es�� ��. M 1 Aux ENCLOSURE & D E A D E R❑N T TYPICAL LIMEROCK BASE a"v r0 `�o 0 0'500000000< 3 ,�� A CLBR 7S) 100'/. Odo�ao00��o�anQ.0000( 0 MAX, DENSITY FS3 ETM THERMAL ~ AASHT❑ T-180 I Q- 1 Q Q I2• Miry {� \ 12'Mlrl 4 3 8 T 5 T b Q. 2' Ca CQMPACTED BACKFILL F S 1 F S 2 Q 98% MAX. DENSITY PER o-'� C}-� 5 L LAG \ /RL START 0 O 7 a AASHTdT-180 TOP OF BEDDING CONTROL PANEL LEGEND T1 TZ T3 T4 1 T 2 N. PACK BREAKERS J L�. DFF LEAD H ❑L T13 T14 O = W ENCLOSURE, NEMA4 M2 AUX ❑ MS2 co Z CONDUIT OR PIPE MCB MATIN CIRCUIT BREAKER A z O Q U)ECB EMIERG CIRCUIT BREAKER THERMAL 0 F= W ALT VM ASR J PCB1,2 PUMP CIRCUIT BREAKER 2 � ¢ � CCB CONTROL CIRCUIT BREAKER A T9 • T12 STARTER F pMS112 (MIRMIN,� 0L HEATER ETM ELAPSED TIME METER ` Ld M SFM z R�zL `R � �L � SFp Q ALT ALTERNATOR \ 6 5 4 6 5 4 Z In 1-- _ PAVEMENT REPAIR AL ALARM LIGHT SFM1 SF'M2 HOA HAND OFF AUTO SWITCH 7 8 2 7 8 1 � 1 2 MS MS 7 1 NOT TO SCALE RL RUN LIGHT IL INDICATING LIGHT SFM1,2 SEAL FAIL MODULES TSS ASR ALARM SILENCE RELAY L---=--� ASB ALARM SILENCE BUTTON AH ALARM HORN VM VOLTAGE MONITOR BACKPLATE LAYOUT TYPICAL PPROVE GR GENERATOR RECEPTACLE - HUBBELL, 460B7W + CAP PC60 START PACK: RUN CAP, START CAP, START RELAY NOTE: CONTRACTOR SHALL CONFIRM EXISTING ELECTRICAL CHARACTERISTI CS BEFORE ORDERING PUMPS AND PANEL n� LIFT STATION CONTROL PANEL — 208/230 V, 1 PH FLa. EG.N " NOT TO SCALE MAYS M ; DW64 C q ,,�