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Home My WebLink About1110 Airport Blvd New construction plans Evergreen IndustrialA F 1 8800 , , r 11 ✓ r i' y . 5 •''`/ I J wr--F F _"" �_ _ (.y �(- 1 r �f �"i i - 1 ` \ \ \ ,% lid "�C/. 1X �.1�XL i `i ell a so I ' `ra t"i-urnl: i G { ��•Q� 1 — — ge TicT _ K DRAIN 1to i1 6 {7 . CIA. (ter(0,1) ��{7� � ` ,- i � •-4� ��' ;r , , / � .� � � � 4 o CC �I I i 1 I cc ze • � � .t. � b; � 1'.4, t `� � � +' `� �� c{• 1 Q �{7 "CC? FGL Pie:;;; .� ''I c.'�; 112 tt __'—•--- ��- ftm� ,r rWaYr''.,' J'_�,.._,.---�- yr" y,w,� 1.+��`� ..-._ ttfi ttt1—'"��•-�r t� -- - ' .. ' ' � +. w .�-.. EL 9 SITE ENL'O*iAI.N1'o."ERINO"h, DRAINA UTILITY PLA p� N 0 v'♦ �q //��Waa,,��OOI ,f cc 1 � �q®p Edr LL z 1. z <x Lu 6L pq�/q V! UJ 0 LL Lij w 04, Cr) s � I u- LL t W J ca Z H u w �. 0 _..... _.._ -_ .. _.1_ .._.... ROBS & ASSOCIA E Matja r ,Ardht'te; k Consti uctlon 9 t AST FIRST .STREET 11), FLORIA 32771 r ! + 1 kr i kI'pr Sri l ' Z`a �rst i It s + is iS+F f SM I MONSOON lMll0 MENNEN! SOMEONE 1101100111= MENEM! MEN WOMEN! SOMEONE M =171 MONSOON P_ IMMENSE 10M.— lMMMMl ri Eu 4,,frWc1lF,4 Z. 0 IL No. DATE FOR DRIVEWAY DETAIL5 5TORMWATER- OUTFACE 5EE ARC141TECT'S PLAN .SEE DETA)L5 - SM.4-- 50 \� �, R CONTROI, 80)(ES' G " RE RF PVC ZIAMERDIMIAl INV. 25. uu____ t CULVERT I V. 25.01 1AJ7-ERSS_C_r101V c-.&70A4E-T91C, LAYOUT Z 2 ' x Z INLET TOP EL. 28.9S IAIV 4FL. RZ 26 61IG T��E. Mm. _u 77 p0/_ 6' _3" GA3 MAIN G R.R. )RNING � 'sox 5 1 G N S T '�PPOLE.r. POL.E U \/v _j/ AIRPORT 31- VD. 10400 f -AIRPORr BLVD. ZAS,01-ML T OY6WA Y S. c.,L. R. R. X. Q .10 II 12 13 DESIGNED (5. D. D. APPROVED FOR DAWKINS& ASSOCIATES, INC DRAWN e- — CHECKED IYIS. DANIEL MORRIS REVISION 5 . y APPR'D. PROJECT ENGINEER "G. PWr.tNGR. FLO-AIDA D r 0/0 7-1 OAI A 011F s 3(Ll" 15"CjWP ICONIVECTINC7 O'DRA/Al INSIDBOXES) TAP i (;V BY CITY MATCH LINE SEE SHT. 3 ` ` \ aNDERDRA1,V 11VS10,cCT101V BOX (TYP) 3o' 180 ol 4" WHITE z 2-f WHIT4 STOP 41AIFT 2 ' x Z INLET TOP EL. 28.9S IAIV 4FL. RZ 26 61IG T��E. Mm. _u 77 p0/_ 6' _3" GA3 MAIN G R.R. )RNING � 'sox 5 1 G N S T '�PPOLE.r. POL.E U \/v _j/ AIRPORT 31- VD. 10400 f -AIRPORr BLVD. ZAS,01-ML T OY6WA Y S. c.,L. R. R. X. Q .10 II 12 13 DESIGNED (5. D. D. APPROVED FOR DAWKINS& ASSOCIATES, INC DRAWN e- — CHECKED IYIS. DANIEL MORRIS REVISION 5 . y APPR'D. PROJECT ENGINEER "G. PWr.tNGR. FLO-AIDA D r 0/0 7-1 OAI A 011F s 3(Ll" 15"CjWP ICONIVECTINC7 O'DRA/Al INSIDBOXES) TAP i (;V BY CITY MATCH LINE SEE SHT. 3 ` ` \ aNDERDRA1,V 11VS10,cCT101V BOX (TYP) 3o' 180 ol 4" WHITE z 2-f WHIT4 STOP 41AIFT 2 _�EXL5TPAVIT-1 2s 4111POfT /111, AIRPORT B4�-VD.J- /00-00 PROPOSED RD. 14+12.5,9 E AIRPORT BLVD. NOTES: 33*82.20 PROPOSED R4).. /v/ 7- OF FA VEMLIV T OPI-10AI A,, IF EL EC_ TED. 2.41.1 I-RAc-FIC- 516.,VIA16 AAO STRIPING /0 P L A N co1 v1c_oe"14,"C,6- W11-11 7,RA'Fc_1C ,�EgUIREIVEIVT-5 /// I_AA,/o pf 00DC IIE "F,06r 5TAA4�1411W 15 16 17 18 --IcA�-Iolvs FOR IFoqp AND COIV51 . 'ac 7-101,1'1 /f " A Alo I-11c- /Vl AIU14 L 0/- aV11-01?1k1 IV111,111VIUA-1 5T-4A1,011/rV-5 /I le /C* /f,(/" 4" WHITE SHIP ',AIRPORT BOULEVARD PLAN & PROFILE .AND. -i"MEMENT- MARKING PLAN' 4,-4__)/(//Vj C r,Pucr- Fo,P sl-A'CE 7U 114A40 11-116111WA Y5. I PHIS EVERGREEN INDUSTRIAL P SANFOR[1FLORIDA 9 i Q O ti � t. i.,. �r.e �,� lr�' �',,r., c.' P t..'. MCB LA MB-1 MS-1 OLS a T �, A— A Lol DT2 PUMP 8 -v a --o- No. I _ �' r >� B B L21 r_ ocrC o o--ylFvr P p�N------o-----r-;--I------------------�-- u! C L3 T3 r I ' 3 a�N EC MB-2 MS-20LS -----�-;--L---- I LI 71 PUMP -o oNO. 2 ¢` ti GR L3 T3 I-- - - - j �--- - - - - -I F3 480V F3,IOA.,250V. ` -_ 3 HI H4 SEE INSET �A� CT .75 KVA. LL2 ¢r , PM 4 *: 5 L L2 XI 120V. X2 �--- -- F-I CCB ORB F I cCBEDBy a,4 LLI vIIFo--—'O� DR _ - - - - - - - - - - DR -4- I T B 1 5A., 126V. 15A. 15A. 5A., I25V. 15A. 15A. c TTS TERMS. I P 2- WHEN REQ. 0 ETM-I RL-1 o H()A--I Y PO. I INSET 'A� oc S c NO. R-I MS-1 y t 6 �- I I,P I P 2 480 V, / V' , 4 W rl I I I 0 ETM-2 RL-2 -p-- SERVICE � ry R-2 2 H�A - -1 y 6 II B I -o OLS PUMP ado--+ --- C NO. 2 TESTS PAA I MS-2 A S AUTOI i R-3 OFF I- - - - - ALARM Lo--- !- LIGHT ;l{ 6 B FLASHER TS AL TS R-3 R-4 ALARM t�� 5 8 RATS TERMS. - TS ABIHTS Y 'vzs WHEN REQ. } 120 V. CT .075 KVA r 24V. 32V, 5A. ASB 2 4 R- 7 r{ y C ALARM SILENCE R'; R 4 P L 4 REG. 7 F4 8 I 2 R-3 7 4TH. LEVEL REG. --- R 2 C PL 3 HIGH LEVEL ALARM 3 I R- F35- 6 2 7 r R-I C2 PL -2 LAG PUMPLONG R-I 3 F2 4 2 7 2ND LEVEL REG. ro -- G-- C PL-I LEAD PUMP -ON' I FI LO 2 W LEVEL REG. -__4— BOTH PUMPS -OFF Ri5 TERMINALS MOTOR SCHEDULE MOTOR HP TRIP AMPS. MS SIZE FEEDER MIN. WIRE SIZE POWER & C6NTROL SCHEMATIC :. 230 V. 14W SERVICE N AL , COMPONENT LEGEND O o MB NOTOR BREAKER MCB T.1AIN CIRCUIT BREAKER r- ALA�P/YI L/G//T G 7 - C_ 3L _ ' LLA� G TR ECB EMERGENCY CIRCUIT BRKR. W/INTERLOCK RATS J TS I NEUT GRD GR GENERATOR RECEPTACLE Z - `7 "/0 GALV, F'/PE ID RBr A MCB_r hfS MOTOR STARTER O O Q O IVINITEILOCK I OL OVERLOAD HEATERS 0/y/ DL 117XNZZ I CT I PL-I PL-2 PL-S PL-4 I480VI I I ETM ELAPSE TIME METER 120J1 0 QL_J AL ALARM LIGHT (FLASHER TYPE-100 VV.)RL-1 I RL-2 NOTE N°F 3 F 3 I__ J PL PILOT LIGHT (LIQUID LEVEL) s O �k` '• O r RL PILOT LIGHT (PUMP RUNNING) 48OV. / Y' 4W I ETM-1 ETM-2 I rCB�MB ITMB-2� n > > ((�'jj 18 I I ® I HOA HAND -OFF -AUTO SELECTOR SW. 3 GAL v /SON f�/f'E SERVICE YIIY I PAA PUPAP ALTERNATOR (AUTO -PLUG IN) AIR VENT r HOA-I HVVO1lA/2 LF=I L L_ O PAM PUMP ALTERNATOR (MANUAL GEL.) 3/4" 90_5E I3/8 Dl/CT .SEAS I- - - -� r i-1 LA LIGHTNING ARRESTER WIBACV_FL0 W SEE E/NE�PGE-NC Y L J 1 c r J L J __ _ _ PREVENTO R 3 'r CO�L1!'AN/ON , -LANCE N TS _IF-2 TS I I I I- DR DUPLEX RECEPTACLE M / PUMP/NG CONNECT/ON ATS ALTERNATOR -TEST SW. (AUTO ONLY) lI PEABoDY BARNES N22 024 /G //YSECT SC�E£N DETA/L ////S S,4ZZ-7- S U L J J I I .MS-1 i I' MS-2 i R RELAY til CO,ilEIf `Y/ LDL•/f D I PM PHASE MONITOR �8 ST�. aN 02 FQAMe '/ 1 r r— -I L - J L - J CT CONTROL TRANSFORMER ELE-I�. Z _ EXIST G1P,4d4- LR.J LR-J L-J C yr ASB L r_ �7 I F FUSE o PAA I r7 TITS - - CCB CONTROL CIRCUIT BREAKER ' I-_ J �Tsl ` _ J I GRD - TTS FITS REGULATOR TERMINAL �� RIP SEE GENERAL NOTE L - ' . ` ' • 8X 8 �n /�" CONS' BLit I Iva � VQLVE gOX DRB DUPLEX'RECEPTACLE BREAKER ' CyECK l/AL YE / RATS REMOTE ALARM TERMINAL STRIP D PLUG ;0L VE f, a TTS THERMAL TERMINAL STRIP I p #4e4 OC. 6 "� f'L !/G ;114Z VE I FROM POTABLE "EW WATER _3UPPLY PA N E L LAYOUT ;1 230 V., / , 4 W SERVICES A I l I -_ ----- - - 9,r 8 „ STAINLESS 5 TEE_/ - - - SLOPENCRr , L/fl /NG CABL£ — -�,. _.. -- �I £LEV Y MUTES: `i" CDETE M/N. i I I ° -AND PUMP/NG PD{f�ER I I STAT/ON' l0/Y5 T,QUCT/DAY 1. CONTROL CABINET: NEMA-aft, ° GABLE I ti - CA5 T IN PLACE V 5E GASKETED DOOR, PADLOCK f"r HASP, INTERNAL "DEAD FRONT" , - - - /� '--- - FLOOy DA'A/N - S£E SAFETY DOOR. ' VICTAucIC CAP STrIE N° GENEkAL iVOIE- N' 6 �fj r—i- T -�-I • 3 (_ / 'rY 2. ITEMS SHOWN DASHED ARE GENERAL NOTE N-? S B- ' -- - - - — MOUNTED ON REAR SUB -PANE L BEHIND "DEAD FRONT" SAFETY 41 PROPOSED GRADE f I I -COP 7/NG SEE O'ENERAC il'OrE N d 3 \\� ✓ LIQUID DOOR. I LEVEL . CONTROLS AL,4RNl LEVEL - ELEy X r fi 4 „ �/CT,4UL IC SNAP - JOINT b --- --- -----'�°�� ° II j GENERAL NOTES 1, SEE', SHEET NO. 4 FOR LOCATION OF PUMPING STATION. 2. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 3. 5'40' RCP AND VALVE BOX SHALL BE COATED WITH PROCO EPDXI-MASTIC HEAVY ON THE INSIDE AND COATED ON THE OUTSIDE: WITH I$r� H $ PROCO STANDARD THICK ASPHALT. 4. CONDUIT SHALL BE INSTALLED �Y DUTL/NE Of. eONC• CONTRACTOR TO ELBOW AND POWER SHALL BE .SLAB -TOP OF 'INSTALLED BY POWER COMPANY FROM PU1010/N6 •57,47'/ON _ I E LBOW. 5. VICTAULIC CAP SHALL BE REPLACED WITH HOSE NIPPLE -- STYLE NO. 48 FOR HOSE CONNECTION ° I WHEN EMERGENCY BY-PASS IS IN USE. HOSE_ p C//ECK VAL V£ } .. NIPPLE SHALL BE FURNISHED WITH PUMPING STAT 10 N. 6. FLOOR DRAIN TYLER PIPE CORP., SERIES 493 ' I FLOOR DRAIN TWO PIECE WITH 3" OUTLET - a -- Z AND/OR APPROVED EQUAL. 8"PVC INFLUENT p I- __-- _ _ - P/Pf w u_ e. P PLUG yAL vE PLUG VAL VE 9/N P N/NG FLOO�P OR. Dl/TL/NL' OF ACCESS 0 E Sf£ EiY1E fSG -NC r PZ1,o 1N6 .T CDNNECT/OA/ eW7W1Z Tll/S SHEET PLAN a METCR BOX — COUPLING - 5Tr[E N2 78 8" PVC INFLUENT _LAG PU/y1P 4N - ELEI/ W 4 ,z PIPE LEAD. P!//Y1P ON - - ELEI/ V i rr INV. EL. 19.00 a I` 4" GA/ I/ IRON P/PE BOT/! OFT -ELEV U _PUMPS: ' TNR£AOETI - 4" COMPANION FLANGE- I GROUT ° - - ELEI/ T Ilk CAST /rY PLAcz BASE r TInN nFTAll DI IAADIKI(- (ZTATlnnlc nAT A PUMPING STATIONS DIM — A DIM B DIM C DIM D DIM E DIM__ F _ DIM G 6-- 601, /2" /3" /3" 29 21 - --- -- - -- - _ __-_- DIM H q 8 " ---- - DIM _ J - DIM K /O'- q " - - - - - /2" --- --- DIM L 13" DIM M 13" DIM N /2" DIM P 501, QIM Q 3„ DIM R 3" - DIM S 72'' E LEV T /G• 01 I ELEV U /6,82 - - - ELEV V /9.00 ---------- ELEV W /9.50 ELEV X iELEV Y 20.00 25.00 - ELEV Z 30,50 PUMP CHARACTERISTICS •PEABODYBARNtS ( SUBMERSIBLE PUMPS) _ MODEL 'NO. PUMP DATA IMP NO. PUMP COND. 45E/0/_ /,911P 230 V, 2-VANS' 8-5GP/1'1 @2 .5 /0 7OH _ ----._ _SPECIAL-- CONDITION- ------ ---- ___ - ----- - v • A vv �c,,�-tv s ,: ER ABLE PUMP V.RG� EEN IN®USTRI�L PA DESIGNED D. - - APPROVED FOR UAWKINSy'ASSOCIA7E5,INC. � RK SUM U DRAWN 0.A• - -- - SC�CIA`T SS INC. a ,Y s AS CHECKED W.C.G. 1,. PUMPING. STA_T_I.ON D. FLORIDA, CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS - 7 N o DAN/EL MORRIS 2-3~83 �, 9 R. L- A, N i I ,. _,.. d .. .. i, NO.' DATE REVISION BY APPR'D. E .PRO . ENGR. FLORIDA DATE D :0 F 1,'Q R ,i :A PROJECT ENGINEER i 1 ' DATE ENGR'S.PROJE T JANUARY, 1983 X0175'*DI34 SCALE SHEET NOT TO'SCALt OF r 000: Olin Sol, W gin vow Y. ov I Th .......... NOT 4k 'o, wt r V ""OVw A , R/W R STREET W/ R)oW ood CLUSTER LOTS STREET W/ R/ W Tr)D OF DAW97KAPAFT AVG. GROUND -SURFACE _3d i 0 _J VQyy 71- --JW4 "k 6 VC 300 EMEND SHORT RADIUS MAIN SEWER VC OR RCP CIP I ;--TREATED WOOD -GROUT C, MARKER STAKE (TYP), MIN 300 WIDTH OF MAX 450 MAINTAIN INVERT TRENCH v —.STOPPER (TYP) 6" VC PIPE POLY STOPPER CONCRETE CONCR ZHOUSE LATE AL SE 3- $1 4 HOOPS W/ 4 2 TIES @ 16"O.0 I DOUBLE 6" VC 300 BEND MIN SLOPE 1/8" PER FT SHORT RADIUS COLLAR DETAIL USE GREATER SLOPE EXCEPT AS NOTED WHERE POSSIBLE W SHAPE TRENCH BOTTOM PLAN USING HAND TOOLS _6"Vc PROFILE HALF -SECTION HALF -SECTION HALF -SECTION HALF - S CTIQN LJ L� E STD. MH FRAME Ek COVER SHEETED. TRENCH UNSHEETED, TRENCH SHEETED TRENCH UNSHEETED TRENCH TYPICAL SERVICE --GROUT PLUG ar.TYPICAL UNDERBEIDDIM DETAIL TYPICAL TRENCH DETAIL x co < L STD. M.H. FRAME a COVER STD. MH FRAME 8 COVER x " 4 GROUT NOTE: ALL HOLES FOR PIPE TO 4 BE PRECAST- MAXIMUM OD BRICK 8 112 BRICK AND 1/2" ALLOWABLE CLEARANCE 1: _s I I I (w n - sl OR 0 DOUBLE WYE CEMENT PLASTER / /f _f ; CEMENT PLASTER OD. -,4" (GROUT ALL OAT INSIDE 5 ctl INSIDE a OUTSIDE-/ PIPING THRU MANHOLE C W/NON-SHRINK GROUT) OUTSIDE - 1ted ONE OR MORE REINF. TO ASTM C-478 STRAIGHT SEMCITVIONS —MANHOLE SHALL BE CONSTRUCTED SEE DETAIL ASNEEDED vp 11 IN ACCORDANCE WITH ASTM C -478 ---BLOCK EL HARNESS SPEC S AND USING TYPE II CEMENT. §EE NOTE No f6 SEE NOTE No 16 cr__.T-BLOCK 81 HARNESS ; W _8"BRICK W./d/2" CEMENT 5" MIN, 4'- 0' PLASTER COAT INSIDE' LIGHT U) WALL,, SONO- 8 OUTSIDE TUBE 16 DIAW w OR P" FULL OF CLASS PROCO EPDXY MASTIC "BnCONC. 5 LEAVE HEAVY VAY BE USED IN PLACE >1 DROP CONNECTION, 11, ....... ... -TYPICAL HOLE FOR ON INSIDE CORBELLING IN LIEU OF PLASTER 'ar GROUT INVERT 4- MATCH MA SEE TYPICAL JOINT DETAIL MOW\ 4'' BLOCK a HARNESS ............. —BOTTOM TO BE CAST Z ., , i. � ___. : _ _ i 4 t -�.�...__ -.._ . v_�_ -.:- -BOTTOM TO BE CAST to MONOLITHIC WITH FIRST TCAST IN PLACE SLAB NOTE AREA OF THRUST LOCKING ON UNDISTURBED 1,4, so._� REINFORCING EARTH BASED ON 2,000 PS.F BEARING 12 UNIT MONOLITHIC WITH FIRST I'll . 11 "1 1 L.%- 854CAMac" _. _ 2sx " --I m I rol. MIN. Hof 6 4) UNIT - REINFORCING A to � �,& , . 0 A *,-?� I z THRUST BLOCKS 6 SHALL BE AS READ 44 1C. E-W, LATERAL RISER FOR MAINS 8' DEEP OR OVER --I __--LIFTING HOOK r LIFTING HOOK STANDARD BRICK MANHOLE TO BE SET ON LEVELED —TO BE SET ON LEVELED NOTES AND UNDISTURBED SOIL. L-1 -. — _ I " '! — .,/ _rl — � �: Ito AND UNDISTURBED SOIL INY (MINIMUM SOIL BEARING 2000 PSF) (MINIMUM SOIL BEARING 2000,PSFI 4 N WW XRX 431 Wa CONTRACTORS SHALL REFERENCE AND RESTORE PROPERTY CORNER STANDARD 4' PRECAST MANHOLE so AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION. NOTE WEIGHTS TO BE STAMPED STANDARD PRECAST MANHOLE �.)N COVER & FRAME 2 USE T.B,M.'s AS NOTED ON APPLICABLE' DRAWING FOR ELEVATION CONTROL. 5' DIAMETER AND LARGER"' TRAFFIC AREAS MANHOLE DROP - 3. THE CONTRACTOR WILL BE REQUIRED TO EXERCISE CAUTIMY IN EASEMENTS OUTSIDE WALL Q FRAME WEIGHT 365 LBS. TO PREVENT DAMAGE TO PRIVATE PROPERTY, INCLUDING SHRUBBERY, SLABS, w COVER WEIGHT 165 LOS. HUTS, SOD, ETC., AND TO RELOCATE ITEMS WHERE FEASIBLE AND REPAIR TY AS REQUIRED. ol NON TRAFFIC AREAS �F VALVE DAMAGED PROPER PRE -PRIMED W 11 /4' L� D FLAP NEENAH R- 5004 SERIES JOINT SURFACES FRAME WEIGHT 250 LBS d: cr 4 ANY DAMAGE TO UNDERGROUND UTILITIES AND STRUCTURES SHALL BE RAM-04EK" -RACTORS EXPENSE ol� 150 LBS 4 REPAIRED AT THE CONT COVER WEIGHT < 4INT SEALER --�/ cc lzi 5 AL-L ELEVATIONS SHOWN ARE IN FEET. 4. ♦ 23" f cli FORCE MAIN —4- NOTE- 21" 04 AS SHOWN cr c%j C] �eB ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES. PRE PRIMED 10 JOINT SEALER 7/8" JOINT SURFACES SHALL BE APPLIED L —SANITARY- L., IN ACCORDANCE TO WHERE THE DEPTH TO MANHOLE INVERT EXCEEDS 12 FEET THE WALL r MANUFACTURERS 19, —#49NTED COV s T_ INSTRUCTIONS 10 SHALL BE INCREASED TO 12 INCHES AT A DEPTH FEET BELOW GRADE. COMPLETED C); x 4 ". 6,< 8 STORM MANHOLES SHALL BE SAME AS SHOWN EXCEPT CEMENT PLASTER SHALL -cv JOINT W/ J 36BE OMITTED FROM INSIDE WALL SOUEEZE -OUT SS SECTION OF FRAMC- CRQFS SECTK)N C �'R 4 9� ALL MANHOLE TOPS SHALL BE SET FLUSH IN PAVED AREAS, AND 2`4NCHES ABOVE'GRADE IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED. b CPO.-., INVERT PLAN !c� MH CHANNEL SHALL EiE CONSTRUCTED OF GROUT, OR BRICK RUBBLE AND A 44 ok., STANDARD FRAME 8 COVER DETAIL-, GROUT COVER HAVING A 3 INCH MINIMUM THICKNESS OVER RUBBLE, TYPICAL FORCE MAIN DISCHARGE IN M HS ALL CHANGES IN DIRECTION AT MANHOLES SHALL BE MADE BY MEANS OF I TYPICAL JOINT DETAIL CURVED CHANNELS HAVING MAXIMUM PRACTICABLE RADII STANDARD PRECAST MANHOLE 12.CHANNEL WIDTHS AND INVERT RADII SHALL VARY UNIFORMLY FROM END TO M. E.ND OF CHANNELS. BRICK 0.81) HIGH rorF slo 13, WHFRF 6' , 0"I CP MANHOLE IS INSUFFICIENT IN DEPTH TO CONSTRUCT MANHOLE At A/ IN INVERT tl IANMRD OR SHALLO W!TH ECCES)PE T RIC ACCESS A STANDARD CORBEL SHALL BE USED WITH A M0040L f. MAXIMUM OF I - 2.67 H(.x covf-,p CONCRETE TO BE R -TING REMOVAL AS DIRECTED BY ENGINEER- ENGINEER MAY DIRECT SIM A f,,JklAI TO 14 SHEETING POURED AFTER •'PtPING I I r V I NAH I y SHEETING 70 REMAIN IN PLACE ll IS IN. PLACE R 1470 SERW.5 • -.f _-_ _`a 4 15 BEDDING MATERIAL SHALL BE THOROUGHLY TAMPED AND LEVELED ACROSS TO 6" MIN, ALL SIDES _URBED TRENCH BANKS. E�. AS SHOWN UNDISI USE WHERE DIRECTED, ')QAWiN(, Of4 f PLACE IN 8 - INCH MAXIMUM LAYERS, M 4 MIN COW, ENCASEMENT VC. CUT ELBOW CLASS "C" CONCRETE k PROICO EPDXI -MASTIC HEAVY ON INSIDE PROCO STANDARD THICK ASPHALT ELEV TO MATCH ..BRICK? MAY BE USED FOR VC W YE BRANCH --OF SANITARY MANHOLES 4 COATING ON OUTSIDE 4- CROWN OF '6 0 ALUMINUM FORMS PROVIDED CLEARANCE EFFLUENT SEWER FOR CONCRETE IS PROVOED WATF'R-T!GHT ES 5 TO Id DEEP SHALL HAVE 17. SANITARY MANHOLES AS SHOWN /I . '. I , z STEPS A n DtOP DIAMETER ___1 ". A 'I T 12 CENTERS. A RETRACTABLE LADDER SHALL BE MAX I MUM PIPE SIZE ANGLE p MINIMUM M.H. PIA. !8" 24" 00 TO' 600, 4'-0" 2411 600 TO 900.--- 6'-0" 00 TO 900 6. - 0 �rz SHEETING - SEE NOTE No. 14 SHEETING -SEE NOTE No. 14 (D 9 _J MAX a: 9 U _j " 9. MAX Al _j _ . MAX 911 U- MAX 120* BEDDING •to"• MATERIAL X to --1 to • 0 SEE NOTE 0.0 0 No. 15 4" MIN. SYM ABOUT is SYM ABOUT It 2 W/2 EXCEPT AS NOTED SEWER WIDTH OF TYPE D!Am Dor BEDDING PPE W VC to 1010 8 It 1211 811 15 to 10" IS" 10 to 2111 1 0 2411 1'-0 it 30 to 1 -8 RC 36 1 .-10 to 42 21- 211 48" 1 2'- 511 54 to — 21 01 60" 31 - 01 1 66 3-4 .1 72 EXTEND RE -BARS cr_ AS %4OWN i:. • 4 A EXTEND MANHOLE BASE, UNDER R DROP CONNECTION M.H, DIAMETER SHALL BE AS jNbCATEDr (MONOLITHIC POUR) IN ABOVE TABLE UNLESS OTHERWISE PIPE DIAMETER SHALL BE AS INDICATED IN SHOWN ON DRAWING. TABLE UNLESS SHOWN ON DRAWING MANHOLE DIMEN$LMS 1 STANDARD DROP CONK UTION PHASE I DATE KNGRS. PROJECT DESIGNED A"ROVEID FOR DAWKW* & ASSOCIATES, INC. D A W K INS ♦ EVERGREEN INDUSTRIAL PARK JANUARY,1983 XOI-E75-D30 DRAWN_ &ASSOCIATIEES. INC. d STANDARD SANITARY SEWER DETAILS CHECKED j SCALE SHEET CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS SANFORD, FLORIDA NOT TO SCALE OF 7 0 R L A N D 0 F L 0 R I D A DATE n E v I s 1 0 N By 'APPR'O. PROJECT ENGINIEFA I Dim DATE �0 pp ;: d't t t < p lK ,+. �s»..4r✓, . �.Frtik:,,�+-r.. 63 Q I c s v o- j A F 1 0000 ' I I 1 i , I I I / I I_i I I .•fir, ...... •$,1%"` -- ... - 1�' .� �. .. _ r i f — I V At l I ( �,\CM.T r�, � �I � i t ' ""' -i•' _, Tyr t 1 1 � ,S � � ' +yam � , , - - - .0 LL T1C f biDRAIN (�� k R � 1F.1•� 1� fit' � �A iK & 1S _ W ' I�� { ' 1 ��• 1 ' 1 11 0 I 1 � , d v ! uCt �i ' trf 1, • - '�� - - y4� . i 11VTI'- 11 I 0L)" RAI NOAC036E M- S I T E E INS U I "Plow E E R ff a o"' 9 ,;, UTI LITYff Or"'LAN � 'r �' I I C �' I :,A .: t•- c ;..- � ;�r•,k_.. _ . r"_t. �;.�,,1... • ..,itf `:Y , — Z , -r r, •t s ( I l 1 I � , liliq I •4. 1�. I 0 T!. k i I. r, 't di �i >:e '+r { Yi T' e$ 6� N s � 4 j5.. t 1 t j� 77 N Y � y J 'f Y I � k �v ILL ry ti low Pft LUFr: uj ,E� P, A cc p, ui S r i i 3 0 i t9; - i. r ra r x �y GRoSS A12 �yy. aFORMA EAST FIRST STRE 31l / {? L E PROJ T NO. C DATE OWN REV. j j t ^S R Y Mal u I. W,� 900 G. F. ¢ " P, VC F/19 �ASTM 0224/-50R2/ TrR /300 L.F. 4"PVC AW. ------------- _.W�-------- _ �-- -__ ---------------- r----------- JEWETT -- --- -LANE ---- PUMPING LIM I T5 OF PHASE l EXISTING STATION N SWALE CON5TRUCTION I I PUMPING STATION . Ilm AG/ I U LIST OF DRAWINGS M INGS �� ► 5 j) SHEET NO. DESCRIPTION r r CtJVER SHEET (y PARCEL 2 PARCEL I I �:.__ FUTURE STo,eM- I T _AIRPORT I300 _[ VARD PLAN & PROFILE j WATER OUTFALL I - - -- AND PAVEMENT MARKING PLAN A '' 3 ACCESS ROAD PLAN & PROFILE CUL- J SroRA�wATE,� WATER & SEWER PLAN oU>"FALL 4, STREET A PLAN & PROFILE WATER & SEINER PLAN MASTER WATER, SEWER AND DRAINAGE PLAN 5, SUBMERSIBLE PUMP PUMPING STATION, 6, TYPICAL.. SECTIONS AND MISCELLANEOUS DETAILS 7. STANDARD SANITARY SEWER, DETAILS -8. WATER DISTRIBUTION DETAILS' o _ .3-- 3 -83 y NOTES: I . ALL GRADING, DRAINAGE AND PAVING MATERIALS AND CONSTRUC- TION TO BE IN CONFORMANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1977 AND CURRENT SUPPLEMENTS. 2. ALL WATER DISTRIBUTION AND SANITARY SEWER SYSTEM MATERIALS AND CONSTRUCTION TO BE IN CONFORMANCE WITH PLANNING GUIDELINES -WATER AND SEWER, SEMINOLE COUNTY, FLORIDA. VICINITY MAP 351 3G....... 25 ... 20, 15i T /8 033 `56 P S7,,e '1 = 77-3.3 7' A? 6. 49 z- -76 0 7 14- `56 L 3— Z) 6003 31 W 9 - 4 = 30� %3 40 7 .7 1. T Zlp .15' 514L7L 75. Z49-67 13 05 7'2 7 = 9�) 76 9 691 L 9Z, 583 p D ;7 -/� '4-6 7- 9() 92. L 166,436 D 6 063 "31 Z o .0 3— 3-83 (ZWDW )PTIIISIOIV5 DATE REVISION. mom.... T= 9DESIGNED APPROVED FOR DAWKI NSP.j ASSOCIATES, INC. DRAM CHECKED Q. M./w S. 1,0.p 97zMAHAEL MORRIS 2 y I APPn'D- PROJECT ENGINEER G. PR F ENGR. FLORIDA DATE I -3 05 DAWKINS. ASSOCIATES I NC. CIVIL AND ENVIRONMENTAL ENGINEERS AND, PLANNERS'. 0 R L A N D 0 , F L. 0. R, I D A I — 4- ACCESS ROAD PLAN, & PR-OFILE WATER I & SE - WER PLAN N 0 PHASE I 1 i DATE ENGR'S. PROJECT; —N.IJARY,198-1, ]7EVVEERGREEN INDUSTRIAL xo-log-Dio SANFORDY FLORIDA SCALE SHEET OF , i j ij ALARM 3� 5 8 TS AB/HTS. RATS f ERmS. `NHEN REQi' i 120 V, (' ,U75 KVA 32V, 5A:: A3B R-4 a a 7 C ALARM SILENCE a Fi 4' PL-14 .r I :.�• :,. REG, l FA a Q S1f 1 2 R-3 7 . 4TH. LEVEL. REG. r° -- R 2 C PL 3 HIGH LEVEL ALARM 5 ...- "F3 G o- -- 3 z R 'L 7 C 3, RD. LEVEL,REG. - R L. PL LAG PUMP ON F2 4.; 2 R I f _. 2N,D LEVEL REG. I 1 rl 1r • l " Y• f � I 1, y.: ll. i I. t' '1 I. �.r INV. EL. /9. DOi _ 4 A � ER T1C ,f PUMP CH RACE' 1S SrS .. � G L V R N .P - Bo FF E U a,� PS a - F rti� • J 1 , 61 O U . • : : E T / E� . , .. •:., r ,-_ . .: LAN NON ;F GE _ r ,..,. ;. C LEA/. - T . , v. :.. 1. ., -. .... ;. : .. S .. .. � , P {, .L C,4ST / OL CE. S N A P M PING EMERGENCY U L CONK EC TION 'DETAIL , r y� i i 1 Y 1 i j, y•: � �. � .. .. � .. .. .. � it i f� r r •-, ^..a... -':',.. :]• .• .. •�,.'. ,, .'.' ,. '., .- '.� .,' :. .'.• '.. - � 1. IV L .JCV I I V IV it N AIRPORT BLVD. WIDENING <, > NOT TO SCALE DIMENSIONS AND a AN T , M , : CONCRETE'::'. CCUIDS.) '' ,;: SODDING : (S Q YDS. Sire' le : Double T►i'le...` Quad: Siri le . Double Triple Quad.: Si' a Double. Triple Ip� Quod. I D X, ti B C. F. -' .6 N PI'e'. ,,Pi Pi ''e Pi e� Pi`e Pie . P.i Pi Pie Pie � Pie: Pipe' g� r- ' j r , R �r11 _� 22 46$� _ r �� . � §Z_ _. Qcl2 .T�__ �1. 7 _ 7 _29.43_ ,,2 �34 . r ._.....�. 11 � r-- -,2f,�8,_� ?Tj 1� _ . Ad 3,.ffi,_ 4 r •� .:_ _1S..g1r� Zll2 : p _.3.Q8� 41fS ..— .,. r_.._ fl '� �1..Ili_ nn r r: r �lL.'43T., ,_ _1!% fld q� r— :L2Q,._. 28 _SL• � tit _4.Il8_:._;SkZB_ Z6 _ _ 144 _ :1..��T _��..pp��.: `$ ��' _1. Z_ _2HE �1�T1._� _Z4.$L: ..2ii82_. _34 2d_: .14_ D� 2� ..�I•i� �: .� • l'.'• :.. ¢ '.: . t-' ._ r- . _.4-•'�r.. r- 177 L21 -��R:�al�' r 4 _ .-ta�.�gg ter- r,-'.-• - '. r � � r `•,.r r .� � . ant.. ..:Q� �_'_ g� .:�.'35.� �2L-I�.,..��. .�2..14_ �.4-�_: �(7�{ �_4 ,T r _ _ _ ,- _... r� _ r_ r� r-i• - — ,~ -1.24 iL 77, .•f,-�,• •_�,t'• VY — Yr_ r— _. — .— .. -4^ r-� _l • - r_ pyp� �'' T �I_..LLI— �rI:._ rlZ_ r r �,- T ,- - r1 -_ .. Y._ -.4 48- 44_ '1�. _:g4�= _404z _ SIOPe 4LrI-1-11 ;_ * -r_r all r rZ:441— r- - �- �'- •- ggQQQQ - 7.42''_ T ._ •49r g ¢.l g g _'4 .8 _ 59.91 24em _I4.lf 1 1 F!','�_j"!, 4 Z I I I � I X,51110 .I. I �,;_t�,1�4' %i. -.1- 1-1. � �� - " .. , .. "'o _ , ;j, , _ w - , , _1 _� : .P.0 � II"I_, - 11 . I I . - � �.. .-A- . I , NN - , I R -.--SHEETING- SEE NOTE N0.14 I 1. 1wi. 1''. . 'i 5;,� V �', � - I ; "`� �tN_ V'IF,*'L�� "-W,r -, , 11 , , � - " L, . , . ., - I I SHEtTING- SEE NOTE No. 14 P��q.',� " _` I 't I "', " - I krL "!" % -:, q n_!?�,-" ': _�,,�.J � M � � � . - , - It � ".1 i I I N \ ,"04^ I� 05� 1 1 ..�_ , I - _�___ U- MAX ��\ .1 : �`,, _ I � , , � I - . .1 m ff 1 _j I �N \ 9 i x u I � , 1. I I F,w�_ � \�\N . < . . - + MAX A FM : I , — 1 4- --- L i �\\ i ,,, .�! '1� � I I I "I I \\1 z I 11 � _J - ..", � � 1200 �, \ "<) < . I I I J 1, � - - ;.-.... . I 0 - -_ I .1 a . \ �_ Z_ 1. � �: ` * I -,.a 4 0 \�__,�L 6 � 4l 0. BEDDING 0 0 X , 1;1 � "I ; I I " I,- � I L- .. . - - - .,. ", . "...0 I : . I � - 0,$., _!�_ *4-�6 . . , # MATERIAL. ' ,�' \ � ",; ,�' " I I . . . . . �%% . 0.0- -. :,' ,1 .:J I SEE NOTE % , 0 1� 01 �.1; � I . I _ �� . � , , . �� 1A , _'.. I I . . .., _ - j - *.* P.. . , " No. 15 -- .. -.e 0 - \ � . " --- - ..* - -,� _F j 11 ,�?', \7'7 . �'., � . � . I . -/////,. , , j I � t � I �� 4 MIN. �. I f� . ,. SYM ABOUT 1 . - . - SYM ASOUT ,t IS W/' 2 EXCEPT AS NOTED I rfw,;-, vv 1�1 , ,�. ", - . . . . - :�;,VT, , j , , , ,, � � 41 - I c , � , " . r 'r; " . 1. 11 111��.i __ .$ — , 7W,_ �, . � , �� ... 1. . 1,11 �, , , .— , . I , 11 1� .. � , ,1� I, _t , " � -, 4 I 11 f, I � . I " , . 11 1.1�i:,t, Q I :,��.,, .. �, - � �� ... � 1� ... �. ... . - � " ..� m 11, � 0 1 .;�:.� I I .,�, . I . � � , .� . � _., " 4 ;.� IL - � , . . . I m I I �', - ,� I __ __ i . . � I I . � . , . I ,. � ,Or- , , - " I, '4 "� "I 11N.4v I' �RI�11 �?I,�� , 1�.�,� I k,��-�"61* '. *4121_� .Dl Tv �' , , , � . I , ., _1 � 4"_`71 11 4 � . j., . . , _�-'T_' fj � gg I - . 4 .N&W 7 w, L I . I I . . 6" VC 300 BEND SHORT RADIUS , J_ - �,.� #,, ''I ��, 0 "t �, �, , , .. � �:,��t7 1� , I -d ___m_=__�_, -, - ____ __ _�_� I I , I "t) TOP OF PAVEMENT * I . - 11Q�i 1wv,-kTv%-----w"u11- . ,,, , I . I I I I I . I I I � . 1-11, L � 0 .1 _ " , �. i �� k'� , , � �,� " 1 O'D 71"11 lr� rl-,,�:" S T R E E T W/ R/W AVG. GROUND SURFACE -7 , -ww� � I � -1 � I I I 44 �4,$;, "'I . 4. ,4� - . I � , � 16, �4 . I 11 - � 1. I .1. 11 ) . I ., I . kmp � �;z , , I " ? _. f I I . ,, ;.-TOPATt:�f) W00r) I , � I � I R/W 0 . 11 I -1. � -..,..*I I : , . I - 4 L GNOUT ', I , - - , " . A,.v 11 11 � . I � I I A . I . MARKER STAKE (TYR) '. , �_ / � . ) � � 1. . -, I - MIN 300 . - "' - . I _�_____ ______ - - - - -------- . I - - I . I— W! D T H OF , 110- MAX 45P ___� I - I � / MAINTAIN - --If . a, I I I I . . . .. ",_1 ___ i -, TRENCH / , __ . I '. T INVERT �. - . � .,� �11_ I ___�____ / I 11 � I I I � I I - - , ", I I - / __f__ .. I . V �,_.�,____� � . , / . . . . � . . I I . - - ` X , -71 � I � 11 � 1, 11 �1; I � a I . . .1 I , " , . A ", ,, 'o 14 . I "I - , --�_ / -_ 'OLY STOPPER ----"/' 6",,VC, PIPE - P I . CONCRETE -- � F I / & "' - ____ '_ I , � � ,(.- --%�.-��4'-'-_ 3- 1 i 1,11km 11.4'.t, I .. - � j HOUSE LATI � � �L SE _r ��,, v � st 4 HOOPS --4v--.------ ., - '' -_ . . 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I � \N\,. 7, - ) 4-�`�, 0 � "I - r', ., ��";!.;`^�- I I I I USING HAND TOOLS I �__ � Ilk , 7 I . -, I 1_"1_Tp. r, F .. .1 I I .� '. - b I I . 4 . 16" VC � , � I , . 1, I . . . 111I .11,111: ... I'll, ,'�, �),��,,�,, � I ..'�� . Z... ��z, I I . - . . . '' , t, I , , . . . 4 � � , . ,ve.. - r , : � . 4 i , " " -1. , (,; . . ,,,,, . , I F, 1,;1, �� ,�-;;' Lv �, I - . . . � " I I I . ,. . , - ,Y��4,�_�Y_� "� � , � 4rz , , 3i I 'r - � - , 0wJ I ;p f ,�, ,�,, I , 7 � _� , 11, . , I 1, 14"�;w -_ I - I � . '' ;o�,om , �1, �,,�',� ''I - . ^_�_ . , I SERVICE M7 - Z ��, , �, " . � - I , o,—��I,i ...... 4,��, .� �,� . . I .. * "_ 1� I , 1 4 � , �, � I &,�T�4;p!v4 "I I . .*1 . I . __ � '406 " -,, 11 . � . 11 .111".-I-11 ,I 3, , , !, - _ --- . A I I* � $�, ,� 4, � I . , SH . . _ ! $��` N��'� YPICAIL . - N . V � I � , , HALF- SECTION HALF - SECTION HAL,F-�ECTION HALELaECTION I � I s 'R - ;j �,__ 11 TD. MH FRAME a COVE � _ _a D TRENCH I � , 1, , ,;,�� I f rk 14 , I -_ I 00.1 � , . , ': . -, , - ., ", , . � 132Z., . ` , , Ill . . . I GR06T , , #m K , _ , , ... ,,, PLUG - Nl��_ . . " , . I - - 41 .�, 11 I �, 1 11114". : qr . , . I - x —,---.. --- M17 ,�� M , �. ., p , *c "A," . - I .rl , ��_,,�7,�,,' . , � �,7, I , . . 1 -7. __ , "� I r i co < , ,�, � " , r I . , i�� I ,_ _11'' , , - I 1- r'�- � � " 11 I . TYPICAL UNDERSEDDING DETAI L AIL 1111I_� � �_ t"1171i -r",-'-. , 11 ., . . I � , 1�:, I .�q�,N',7'1 r . . I 1--l- .�� , , , , , " j'!�' , - r - �, I .�'!,_ I . � � � - g I I � I I �� . - -_ - . I - - , I . . . I .... .. 'i , \yal w4!N:Wz I �. , I . ", ,_ I �i , 1� K "W", v I If I;lj � - -�,�.' 0"'.'", t-,, i, I � , � I . 11 1 , 11 - �., � '5� , �, '�* ", � , , '� -11", *140� -1�1 i " , 1, i , � , , :" I . I — m , ��', , " , 11 " , ,,, W 'o I r, . " " �4 , , " _� I I . , " - I . . .1 , ml 1-1 I 1�� , I , ".., 1, . : . . i I � . � . I I , I ,,, I . 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GROUT - 11i �,�: 1 7 � 11'0�,e)v "It "? 4kr"'1w,- I I I I[ I - < BE PRECAST- MAXIMUM I I I __1 __ QD < .1 I . i � - I . . ; vx"t ; I a nim I . .1; .0 04, — Drill-N 0 1 / r- I � v ..1.1 I ; . - : � t* p - #N%A�u BRICK AND 1/2 v I ALLOWABLE CLEARANCE p � I V) .11 I -A " i , "� � ._ _�:� , 4 �41-,�,,7.i, v :�i � � , 1��.�_� ' . ./ Z-1 _ I CEMENT PLASTE I 'c I w I _ -.--- I I 0 4 ,.f _ , �, � . __ - __ - __ - 7 1 1 , � f.�� i - le'1�11 � , I DOWLE WYE tEMENT PLASTER 1 . 0,D. -4" (GROUT ALL . I . - � — . . �� " ., I t. I- � f - - . I - p", :_7�4. T I . I- , " ,,+,,, �,'.'� ','.� � � L . .......... COAT INS4 DE 8 � - . � � I I cr , �___j - 4 - " __., . . . - _ I INSOE & OUTSi PIPING THRU MANHOLE ! <' .: f1l., , , 1NAll.01' 1 I - , 1Z . �, , �,- .1. :: O." � . . OUTSIDE - I ___j inl�"` ,;;;�4 � �. I "'ge, ,� - 7�1.4;1 I 11'. I I . ...., ,: ,�.�i I � , 17� I . . . . . .... I W/NON-SHRINK GROW i , �'� 1, 1�%77 _,�� rl� ��, - * - , , �'. -, , -,�I�t`�t*%, �, I ONE OR MORE . . . . . .:. � I I I . 1 " 4�- � I , . '� " . :1 . " t, � X , , . . . _\ .____.__ , 1--REINF TO ,ASTM C-478 f I'll .. I LLL I " \ �IvIi,Oipw,� * "", 01, .. I r, �zl� �, - �,�,,,;` STRAIGHT SECTIONS , .� I , '":f, I . � 1,'� . 111'%, , ,�,;,7 �If I 1�,`,.,! � " I .. - . I F1, 4 4��,��,' ' ' , . I I ';��11 , I 1��'. I - �� W;i�v�* " '," � I .1111"";', 1, � 4e, AS NEEOED , , �` . I . Ill - � , � . a . , � , � __1 � I . 4.. 1 R, 'r, , 11,� __r77__,___,- -1 ��. " I I '.1, I.4 _ I � ��, 1�11i,�I�� , � I , --MANHOLE SHALL BE CONSTRUCTED SEE DETAIL—- " - i I - - I F f h '': j �K'; 1, ',.X, ,I . .. �� I � �, . . --"-,------ . _.______ -478 � I � � . I,,, � All ��4- " i - - - t�,� _�!,�_ - -- BLOCK a HARN68S m: I , I . IN ACCORDANCE JNITH ASTM C . I p ___ � 11 I r, " I ,1 '.. I I I .. -A � ... 11. . � . �:;�"_� .1 1, r, I . SEE NOTE Na 16' V) _1 ,,, - I . '. i- - . .. � I 1� - �,� � , - -, , . ' - A �.: � 11 I � rr . I � * , � �i,,_ "� \ ___-c::) . , "_ " " 4, . I .. 11.1 . , , .1, I I : ." I 4 _w� � I I � 0�sl I � I 0 i - ,�4,�, -A � I � . I SPECS AND USING TYPE 11 CEMENT. ' � n� � , �Tzl-`,F�Z-�% � I . - �;, 1* -.1. ., , ., I . . . III . � .. I � I _ 0 _ �� jr , . � I - . I - w"V401 , _1 � . , - �111 ,� � �� .11, ��'�. " , . f 17 I I . 01 � ".. ,� *1 - -j--T---- � - - T_ - ,�'b I . �� ,, , � 'r , I ; I 1� .,� . .� % , I . I , - - --- -SEE NOTE N0.16 I . . . j oo'' I I I , . . - :, I- 4 - .7 .. � -,.BLOCK 8 HARNESS ,V�,��O�� b, 4 11 *. .. , d. , , I I I :. I., . . . o .% I . , . I "I � I— . � I ... . � I I 1. .t -%;, . . . , i . . I >1 Acy j �_ r "., .. . : � , I I i . I I I . I I f w � � . " .� � � � ��".��;�:� . ,,, � I., . I I — __ O' . I I B .X - - . �,. . . _� 4- - cr ___-----_--- —_ I -- 8" BRICK f - . 10� . I .... . .,�; I . 1 5" MIN. � � W/,,I/2 CEMEN'r % . - I � z ., I - . I I'll", . �,.",, I., , � ;1, I . I — . 0 � . - I 'Ifu � . - - � �� "', I ..�� ., � �t� I : I � . . . \ I � . .PLASTER COAT INSIDE � 16 - i� : . � :." l- — I 0 � I I . I . I . h I AAI-N�1/ I I v I OIGHT WA41, SONO- 11 I �-, : 1. �'. _ -_ I '. i I I I 8 OUTqfCF . r f ..�, i� , '' ; , I . (n I I I . e 4 ', I - . I _ I - TUBE 014 ,, DIAM. 1�11 � . . I " I I U, . OR , .. POUR FULL OF CLASS 1. � I I � . . I � r � ___ �_ , . . I I . I I _; :, , - I'll- . - ,_ . . , \ ; 1�1 ,. t.� I I I I , " � . I i "I I I I " I 1� I , I cr j__x_A_ - A - � "11"CONC. 5 LEAVE ' " I I � _::-JL-a . : �, :3 - � 16' F__ �;, � - . I < . --- --- — I � I HEAVY MAY 13E USED . � � . . IN PLACE I- .� m � I -, > I I � � I � I I . . - ,,r . .,T . I I � ------- j - — �DOOP CONNECTION ON INSIDE CORBELLING h _7 - , I '.. r , " . I . I . " , . T) I vp I � - I � , " �:�� I : � ' _' I � 4 B--'--_, - I - . . . I 1 I � �, I , , � � , , , I I . I . 0 . . ^ '(4 '4 - � , �Ij .1, . _T .1 15 - ,,, � -----.-- —SEE TYPICAL JOINT' DETAIL --.,.-, - - ____ I I IN LIEU ,OF PLASTER *,�4, . . � � , - , , I'' . i ------- - , Z, GROUT INVERT $ .! . .. I I'll, _W - AW -��- -., - - —+_ — - Ill ,.. . I . I I I . . . ; I . -t I ; WN" � � �� 14ft k FlaW7,% . � I . f�l " .- I I I - ) " 11 A MATCH b I . . � 1 I . - � %\ o� " , L'; ;114�1 - . 1�", , '' : , . . _� " '. �. � %� '4� , " rr, , I � . . ; -, " , ,", - I . . . I � I � �_ , ` BLOCK a HARNESS Om -1 I " " . 1;,+,A., , '.i�,��`, � ,_ I I. . I I . " ,� _,"", , I -�W�,,.iAl : r", ", , M , I I I _ 4 Al .5 i� , -- - .,; k "' � � I - .� . � - . -11W.... I . ,; I � � I I , - ., * , � ,� � I 11 � , -, - I .1 - -I,--" , , palp/ , I I : , '.,��,- - �:-,' I . 12 __ ' / I I- i,- 4" , f'; - ";�, , 4 - _( 1�1 .- I , �, �,,� -d , 11 I I ,�� 4�; I - I �_, 4 � ti� . -BOTTOM TO BE CAST - . _. - - - -, I 1�1� I 'A __ " �tv, 7:4', �,'t 21�_i4i . - - _____ , ", _rf , " "quo", , i I -1 " I I / . I . . I . I �, 0 RT-A." - - --- 1 . . .. 11 11 I , I MONOLITHIC WITH FIRST .. I I I- ,- ,j,:54-",� I 1-41..A'o&11Aw;1%1 " ;�" 11 ,� . I . I IE . I---- _ �� I A ,�_�, ,T �f '' , - - I., . / . � A �, - ." � 1 .-6" SQ. ee . M �..�., ! - -, --6-- � . + -�',fj - Al, �. ! " .& :�� "" I I I f, I/,- -1 , r,, � ) I . � I .w .�, -, �� 2 -;� I I I I - /I /-- BOTTOM TO BE CAST CAST IN t`LA�,t bLAV ,-,,i4 � NOTE, AREA OF THRUST BLOCKING ON UNDfSTURFIED , . .��:- --,,�,,�,."".�"�:,;"!"�i,,�,,,;�,,� I. I I . ". I . : I � , , ; � . 4 I . ", � - .k -1 4 , , MONOLITHIC WITH FIRST - - - , 4�_._ -, �,_ - � � �, � I - REINFORCING , . 0 .. I - j, ; V� I , ,k�. �� r- . I 3 4 � ; �! � ;�� - - I , 1�, A N__� � � , UNIT � �11 L�2' I A id. - = . � _.�, ; EARTH BASED ON 2,000 PS F BEARING '' ,�.`� -�,, y , - - . , : .. � _� , - -I 12 SHALL BE AS __D I . . . .1 I I -; owmi�;J,oF� . 1. �, I W,41% i *1 , " - � MIN. - M 1 F4. � : 4,; �� : . �, I I I . .1 � ,. j, ,�, , I I � . I I ,.L I - I , I P_ - ,.,,.,: � " : �,� . I-, . � * I . � � ,. �� . - fq -- - � - , �._ . � - ..' ,,,, - I . 11 � I � . . to , . . - I 1 4 . _T . - pl, I . N " : , * 4� *'�4 2t; , � ,: " I ". 11 I . , w . / UNIT - REINFORCING -1 a . , .,� ', 4 � I � � . I Q, . a I - �.,,-, 'Op E#�O . ,, THRUST BLOCKS , 0'1_�1,71 1"-,i1'1,:'1-1' . '... - , 1 61 11. . a , . , I '. �' , . 6 . ". lrk� I I � � / SHALL BE AS REdD I :pl 1 4� !7�_r'.at.7 --atd - oi i - _� ;,:� . I 1 . 1�.�V ""' , I I .. � 1 L�.. .6.1. - I L��__- . , , . � , . , - , . ,� . -�, :,. _ - I � . A - � � � �, , �1:11;'�._04� - , 'L � ..� ", � . I . a , - , 1�7 1 , . . . .. i / . I ., , , I � ". , - - '* 4 @ 12"O. C EV. ,"v ... .�, LATERAL RISER FOR MAINS I I "I I . I :1, , � '10v. � - ,� , - I . I . — I " , , �' , � � . I I / I/ L--.- LIF I . I I I 11, � ,1wn - - W I'v, � - ";+117 - . . � r TING HOOK . tilf-Vw 11�� Fc'. I �,�,-,�-.,'i�!�i',,i�t ,�. . �,: I . 1% I - I . ' - I I 01 , �i ", % , t, .;�$ , ., z 4 -11, I � I . . "I. -I, �.:/, -- -- - I I - �� ., � . � ��71 . 11 - - I , - --- LIFTING HOOK I , � . A, I � , --N , , I �, . � I I � I - I I , __ . � � ,,, : I 'pAt 1. � ,. " 11-1 , 8' DEEP OR OVER � , . - �4 ,�c I ,��, , �, , ^,� -.+4 - I - I 11 '. I I I..., - . . I . I I " ,�, "f" f I.." . 1, I , - --- - -w :1 Xrl'��,� . � � -1 - 1. . �, � . . -_._.-__ - _ M,T I , , I -, , ";_', . , 1� . Ili": - I � � , . I I � 11 STANDARD BRICK. MANHOLE' 3" 4 , 7a, ,�,-. , -,`� -,'� "I" �-- 1�1�1'�� 141!V.14 . -#� , ., __f� , 11 � ,,,�, � I i �__ I '' _i 1, �j kor. ,;� 1k," 'I W � I .1 I .. ' 1. ., � , ��-� �.') � t -','e,'.� ,�, ,'4 - I I I , V, , I ''O.- --TO -BE SET, ON LEVEL-ED . � ;, -_ -1. � 9 �,4�,;�,�,,�, .. ...... �,-- 11 . I I %V------ - - . - I I - ...''.-, ,'_ "' " I r*;,�/ . IN c : � `,O�- ,* "' ,,, " �'; , NOTES I - ,---- I L _:' -:, - , , i , , � �_ ,, , . -4 AND UNDISTURBED SOIL AND UNDISTURBED SOIL I I F 4 0,��.; ."j" - � - " , '' ,F -e� T, �1� � .. � , � 7--,-T\r77,\7,7V4.W - .. I . X, P lr% --�,-_,j, . " , , - ,,-;:�,-"; �� , 1, I , ,. � 7, � , 4 R �, , �! - , I WAOI�N� (MINIMUM SOIL BEARING 2000 PSF) , 71 I ... '1�7: 11 1��, " - - t';!��",f�ih �,%,.-t"'r'.�1, i,. llfmTr �7_1 11 , I �,,� :- � . I I 0 , (MINIMUM SOIL BEARING 2000 PSF)- 0 1 ,:,� . I lq + .., � - .,_,�� ., - �� . �,. -_ . . . A, ,--, . . 1, I *�,_ � I ,v -!�oj �!�,, 1. I I , . I �, I . I I � . I .� -, I _t,�,�!.":_�',.1' �.,,,,','4� . tV. . 11 - I .., �. I I . � . � . , �/_/71N_17\ - I , k , %1j.1 k �i'pe.k_ . 'A , , I . . i - I , - -.-.-- xk, I .11�,2 I "I � .7 , - .,�'� _;._�'_ I I . . - �� 1011. � __ � ---t 7 . .�, � I I I i I I . I . . 1, . 1 4 PAOPERTY CORNERS � q - W, 9 , wk-A w 4 v I I . I . I � 17wj w I � . ,' �, i, , t" I - kv4w�v;r*1vm74v11_11m11/_1 71�_-VA�k .1 r . 4 I I - I, I %� I �'� FPO'.'* . I - . . I . i: ; I , , �, I �. - - . - .1 I �T I . � . . I Z, * �, V r M. I ", "' STANDARD 4' PRECAST NMHOLE �. I .1 . I . I .1 I 1.� % I I I , - -;1,yT1':;�.`_"1: L�.�lr, I i� -, 'I . il'� . TY � ,�._ ,t " - A I jr, - AND LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION. - � . . 17�1�0__,'r I .1 . , z I � I I .1 r - .1 11 11�_ .,�!.�!, -1� : __ ____ �, - I I I - %,Q.4,55� 1 �- " W.-I . I ��,", � � ' . . , L , NOTE WEIGHTS TO BE STAMPED "' " � I � . - " , � 1. 7- . / "'.1 I 11t " - 'i `�,�,�".e,�.. I I � . r 1. .1 , � .. .1 , - '(w - m ,��_U,W VA, K - � I � 744 1 - __`� , 2 U 'OL, , , I t __11 " . I'll, " & :, . - . Ly M,lw ili . � ire.. , �, , . , ,p I i . _ . &, I I .. - . - A� NOTED ON APPLICABLE DRAWING FOR ELEVATION CONTR , � � � STANDARD PRECAST MANHOLE . � I � 4 -i �:, // , �4 -'! I SE TB.M.'i . - , ONCOVER 8 FRAME . . I .1 , 11. � I " I . �, ,� , Vl� 1� 1-4 , , . I , , 4� ,�, -I.. . 14 fie - I ., �, ,�o.. 1K _ ,., 't, " � I , ,ow!? �� - '. . , I � ; I I : I I - m -, z 1.1r, 1. , � , I .., I "I ,� `1� � 11, ,!, I vr� In' ,�. 3. THE CONTRACTOR WiLL BE REQUIRED TO EXERCISE CAUTION IN EASEMENTS I �. I . TRAFFIC AREAS . 6' DIAMETER AND LARGER _�� _� ,� I , - � � I ____ - . I / I ; ; / _ : , , `� g� y,o I '. � , �V. � � ,;.,. " . . * . _ , �,,� - , ,; �_ . I s . ,!,�(�, "" �;,,�. i;� � , - - � '.. ', I r___ __.__________ - .- .______1 / "I ., . - ,�', ',�; � I . a < I I I I,, � '. I ... ,� p � 1, *x _.V4?w� ;, �1;l,�,O � 1-k%0, TO PREVENT DAMAGE TO PRIVATE PROPERTY, INCLUDING SHRUBBERY, SLABS, I , uJ I � I , . - iii'i. , ^ " I . � -----.. __._..___._1__1. I _ R _'� ,� 22 3/4 " . , � � , a . 61"'�_',' - '��',,, HUTS, SOD, ETC., AND TO RELOCATE ITEMS WHERE FEASIBLE AND REPAIR - I ;, -'r I . "'q�_ OUTSIDE WALL (n FRAME W&GHT 365 LBS. . � , ,�4za., . X, ,� I.. , . -4 COVER WEIGHT 165.LBS , - � � - -. It ww,p qr--Q;�i ,� 1.11 � I I . . I, I � . 0, p;w; * ..� i - I I � I 0� " 41 --,;P- -7 "'.'-l'-,� I �, . . �, "I � . It'' �. 0 , 11: 9VI KIA . z , I., I 1, . I 4 2 / I , , 1_�Je I � i I , "I!, . ,., � . � I � < V) I , 1, ', I I : '1� / 1 �4 .", ,,�, I . 1 r1k f I � < NON TRAFFIC AREAS T ! I 11�e I I , I I I � / 1. FLG'D FLAP L 7 � ,� , -1 INIX17 - DAMAGED PROPERTY AS REQUIRED. ) , I � I e ", el "I .� . I . . - r, I'.,, - i I ,0�1'+4f, - I , 11 I I I , �i"y, _� , . ,.� I . 1�' . ',�, I �; o;t � - ,v 1 I . I � , NEENAH R-5OQ4 . f � 1',4 . , . 11� 1; -.1 PRE-PRWIED uJ 11 /4" 1 , � , _. Xr � "''sIm'... 0 i /l/ __� �, , , � . - .� I � , - " / ,;,.,, 19 , �_ � ,", DAMAGE TO UNDERGROUND UTILITIES AND STRUCTURES SHALL BE U X � .1 ,,; , , ". � , I , SERIES� I �nt,4 11,,� , � 1 I �_ - FRAME WEIGHT 250 LBS R; . . , , . �� , : . 4 , ' . JUINI SURFACES �_ _:�� L, ,;� ,�� 1, I i ,1,441�PO,,,, 't , ." . : 4, ANY "' . , I � � " , , < i I i r ___'I 1 - ! �11, I . � , , , . . . .- W47'-so .�. -- �.��t��Iii,4�,110,�..",,.,.,�'I'� 1�,.� I -NEK COVER WEIGHT 150 LBS 1�1, . � I . . �. _� I . It 11 / I I I - q ;,.- ". ,� �' " llllt� ,.W, " , --.I ,�L�,.J�, �,�,� � �j�'4 , - , r I I . I , , , . 'A, 11 ''I -, " I � / - I 1'1�'� 111*11-��r,� .1 It"T' , ,*;, 5 , �' � ',,A, -,� � , ,,, " I I "I, �:". , _ , I .%�, ,�__1,111�� , I � ;. ;, � I" ,I ��11 , , ,�. j I � . � a \ , i / f, r', , , I /I "4 �4',',,. �, , - 4 REPWRED AT THE CONTRACTORS EXPENSE . RAM LL . , , ,� ., " L". ,.,A .v. , �,, , , f. � .� � OINT SEALER-, < ,�% 0 /' .4111 1, I . 8' I I ,,;,'t`7P?,7 , , �. . _j . . 1 .41 �, �. �, � . '�_ T '. . I I 1w, "� / ,� t, -.,---��., _,"". ��11" " '", I � ��"'tll .""'41'..'. , I u �, I I f 11 � A ;,,!, -I'Aag" m I rt J .I.- I- m .1,4 1 � , '" �'�' : � ,_,�,i�!"rw .,."�'�,� �, - 1.0 .��,�#,r �rw. � - 5. �- Lj- : � .� ; . I � I � : I I I , � , � , ,,,I�_M-! " , I _ - , '' �-�, � � ,� I- .�. - I �, , ��.I11;,0.1,114 . I I ", �. .. .� '' : ; ; � . i / , �., �.. ..� � I 11 __ 0 ] [ 0 I'' 0 � I- _� , I . It I I , . /, '- f-FORCE MAI - , _*,�' 1 '', . � '. , 11.1 ft '41 -_ -, , . �.J� , , / � ,�141 ,,, I - , 1, '�f, - - �. , ALL. ELEVATIONS SHOWN ARE IN FEET. . le, i - _... � � " I - � - , y ,�,�� ,�!. , '� . - -k . . I -._,� .�f .( - I— . � - qow 1 m I 1 www'. _ , . _` ., , -,. . � .1111111WI , � LA_ �, z I -.1 ' - - - .. .- - I . , - I NOTE! z < I ---,--I I / 'I. - . I . . PRE-PRMED I 0 cr . N �. - -4 _v .z_ - .J I I � . / AS SHOWN v 'I'll"':1 lj�y & ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO I , _� cj [I. n 11_:�� I. mwmwo"""1t__ r- +_` It, . 21,-,�;`-,: - "', �. :',,,'�'vx, " - -;,' . � I "B" I I : , �i � :" CENTER OF MANHOLES. -1, I JOINT SEALER 2 �-- ; -1 . -?/8 . _T_4� I I 11 I .� . ,'4"�,fl*,',,t-'�?�ik-,,�),'�",*'�'�I - *SHALL BE APPLIED I __ - I " . I � 11 i 6 , - ,i I 1. . "I A" 1, � _;� _1�1. 7- 1�� 1�, c� � , I � ___A'.1_ . " . I � I I : �_._ ___ _ ___; . S-A I I- 4_�' �_,4, It -- - I _,�,, , 0._"� A - � , a .;� , ��.-,�: . � I�- ., �; .1 . � I JOINT SURFACE I I_ -_ :oi . I � 0. � . . �. I . I � I" " , I � I - L �� . I . , ". .1 . - I . I I . I ,� .1 T --- - � t - _- SAN I TART t, � - I _��,._, - I � / / , �', ! .1 . r I - Id - I - ___ t- �_ . � � I - I , I . � .1 . . . . . — I __ --.-- , - � . ! . ,.. 4 . '� I � 'It I I � I 11 1.� .1, . . , T . . . � . 4 I I ".. � � � I . / I ;., - I 111� I . % . . I .. - 1, � IN ACCORDANCE TO I I ,,,, - -t' . � �. � I I . I I j �, I I/ �. I � I I ,;, : I . . A � I � 11 I . 7 WHERE THE DEPTH TO MANHOLE INVERT EXCEEDS 12 FEET, Ti-IE WALL � I .1, '. :: , I .", � 1, r --I 141 r-1 " . � 1� �� ., --,-.,. I , ... I ," - / I , , . I I . . . � I I I . I I I . - I I I I I 11 / , '! - I --.-..--- I - � . � THICKNESS OF BRICK MHs SHALL BE INCREASED TO 12 INCHES AT A DEPTH . . � 11, I 11 _ .. . MANU rl_ -10 "I I I , I SOLID ft 0 " . I I ',�', � I" " r"'I" , I � "`ll,'� I . . I / , [,_ - - I . I .1 �� , . I .. . I - � .,. . -1 . . I ., I I . I I , I� // . I I " ., I 10 FEET BELOW GRADE I , . . ! I I - - 1_. 11 /' '. ,4� - . � i 11 . I � I . I I . � . � . I ��,�..,,e� I - : �� . I , � I I .1 . '. 1. . I I I . I � . . - . I . � I � � I I I V INSTRUCTIONS I \ A _QE� CO . I . I 4 - I .' . 1, 4 " -� I : - 11 . '. . .11, I I I I I I I I I . .. . : , , , I �_� . 1. . - ix I � . 1. � . � I I - I I I . . . I .. ______________ — � � ", 1� I � 1, -, . � I � I I/ . .. . 11 . I � COMPIXTED ' , - I ! . I I 1 .4 , 11 . I . 8 STORM MANHOLES SHALL BE SAME AS SHOWN EXCEPT CWENT PLASTER SHALL *, I I I I � 1 �F, o , , 4 _ I r., , ___, , . , , - _ , 'n I)o �. ?. < I , I , � � . I � � . I .1 I 1_11.11.1 - I'll 1.1.1-.1., ..4.,11 .-J , �. ,,, 1'., � ,,,, I— ,,, , .- -1 . . __._ . -.1 I I'. , I t, j i I � I I I . . p�t I L . . JOINT W1 i I I .- np?�] , I I I - � - - - , . " �� 12 - 0 1 1 . , i . I I I I . . . I - N! , . 11 I ''I I . I . BE OMITTED FROM INSIDE WALL. �,;, ; i 36 � . I I , . I I I I . * . , I . . I '.1 ___ . " , 11 / I'll I I 11 . , , I ?I. �_ i I � I I % "', �I,.'. I � a � ..--. - - - 11 _4 . I � I , , : ,�� ., � I . 1, "I j� ,7 . . . I . I ; , K,l I '11, .�, - ,, � , - - ", " ", � . , � _ ,� � , . ., , I , - �:, �,� I -OUT ----,,, . � I :, I - ; - 11 , , I_. �, I �. --at'll-, ,11 .le I ., ." .., . ,., I � 1, . I., I I � . ,� � i .1 . . . I I ,,� i "I'll- I --�Q __.QF 1 4 1 : ,, '. � I :, I � I - LR%5, �f,�, ,V CROSS , ON. � _,""'. I 1"' -_ , I I , I . � 1. . . 1 9 ALL MANHOLE TOPS SHALL BE SET FLUSH IN PAVED AREAS, ANU2 INCHES � . � _PF FRAMC- _.- - - . _9CjI11 I-. __99Y�R I . I I ...__ 4 ., , . ,I � . . 1 �4 . , � ,. ,I I I � I 1, I . A N _ - , .1 1 z - 1. ,��, ��. 1 * " '. I -11 I I .� 1.� �. �, � I � , � , . . � . I I ; .., � , I I I . . , 4 1 t I , I . . � . , . , I � I I I , I � . '� a .11, , , ;-, �i. '.. � I . - . I - __r _c - I I I I M, . . ABOVE GRADE IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED. I I 1-- I - - - , , � �:; I I - . � - 1� , � e., il �-� 4 . :. � . , I �. 11 . , , I I � . I �*~ �' -- I 1� . - �� 14 '. *j", �, - � A �,, 1, 1. - 1. I � . � I , �;�,N,,._ , I STANq4W,FR4W 15 COVER DETAIL .1 I 11 f�lu��:.�'Nl. - , I il, , , I �, 1�w 1, � I I I I I I � . . . � -_ _____,_____. I I NVERT PLAN I 11" 11 .., ',e� .''. I t . % �V " ", . ,�, I . I . .111, . .. I . � I - C(I,jSTRUCTED OF GROUT, OR BRfCK RUBBLE AND A I I � 11, I -- - ...# , r ';' -� � � , r �!. i;.`_� - I � lzll , .1. I . I 1. � I . � I 10. MH CHANNEL SHALL BE , I .1 I I 1. I � - �ir I � . _.-,ij�,, '" ,,�,�'.' . . I I 11 I � I - . I . t \ . . - _ . t i . 'w"k, 11'�L �,L:L. �� .- - . � I . I I \ I . I � - ,;,�,_ I - ", I I GROUT COVER HAVING A 3 INCH MINIMUM TRICKNESS OVER RUBBLE. �� 11 1. �I I p, � . -, , . . 4 , j."l ", , I i.: . I I � ,4 _11� , ,* , a ; W 0% 1�'11151 i � . I I 1. . z, __ - � I I . , ,� - 11 I !_ '- " - %, I, � , - ltl"� I I 1� I � �".� �� , � I . k � I . *�, 10V� - I , - 1� .. � � . , I - , _.. � � - .� ; �9900,� �;4 Tr4r,if,71 ftx . . . IL " " � ,7,,,,. � , , , " #*I- "�; 1 71w, W�Ik� . , . _. - I � t � , , � ; T �, - . . . I , , - " , . . I I I . I I I � , ,,�. , 1. 11r, ., , . � ,� . . � / . 1. 1,.� - _. " �, I - - � - . ;o. � , L, 11 ,, v 1. ,� - , I ' . .1 ,_ I ; I I , �) ��" �,�-'41A , 11 I I � . � I 40. � � I I / . 5� I I . I .- , � "I* 01 I! I �' R, � I I., . ' S IN DIRECTION AT MANHOLES SHALL BE MADE BY MEANS OF , - - , , " � . �4t�A� , - 11; \_ I - . . I -1 ,�� t_ I I - I u; 1%,141- 4 , I TYPICAL FORCE MAIN DISCHARGE IN M HIS , . � i, ALL CHANGE 11 .1 1� :11 . , " I ; I - . ,; � �'. ? "I'l.. Az�,�,� "N', I ` -,. - - ___-- --------- . __ _ . . . I . , ,� . TYPICAL JOINT DETAIL , .11 'T IN'. 'T n ;,�.�'t ii,�,, .� - __1 I � � � � I I I . . T SFC '� � , �', , '.. ,� ,E � ys,� n; K-14-� , 1,�- , , , �. � I I � I . I . � _v . I � I _WA&� At-1 1. I ION "B ' 56 ,__ . I V, I CLRVED CHANNELS HAVING MAXIMUM PRACTICABLE RADII , .1 .. _ �__� .1 . . I I I � ,� ;, .5 ,� . � .1 I . I - I. � . . , " RF, D1.3 �� .4 � , �. ,,� I ��; ,n - , " I I i .� � .11 I � I ,�,r, . .. - ,., fp,ki�� , I � , � A - 1�', . I . 1. , '4'.�.',:. 1 � I . I t`;�,�. 11 " :..i��., , 1 1, i'l. I '� - I PRE �, I ',, � rt F . . -, " t; �:` , -, ,;, ;�; ., : I . . I , I , "Ill 1z, Pl?'... _ ,�.�.:� ,,-, "' ... .1 1 12 CHANNtV WIDTHS AND !NVERT RADII SHALLVARY UNIFORMLY FROM END TO I t.-� . I 1��, _11 I I I , " � " I , 1 I !11j:z7'st;.*. 0 �0 ,,� ,,-. , , � -�;, t. "',"', If - . � ''. I .1 . ,� 1, 1. I . 11 -1.11-- 'I"A " 1. I . I . ,,;,i."� . 4�'A.;*I,.'+� J , , -�:,',__",� :,� _'."'ffr_�.o; ,:,�e I � . " "I ,. , '� I I . �i -0-_� -�, I .� � � I , , . 'i , t .� "'' . �. , , -I. w -T �P.!.,` 'r" -.,, -� , I I . I I I - . . . I _4', . ", , -, , , ,g,,- ."v WE' 1. W w�,"i.l.;.-I W .." v� � I � �, , _ , .1-11 Ill ". I �_",�,, , I . I - ,� , . , t. .�,,,�, ."'L p , 0" i - lo_ - - - _ �_ , - '. - � I . I . ,.� .___ . 11 i I , � , - ", � . . .� -, � / - __11 ___ � , . .r - I �ND OF CHANNELS �_�� - - 1, -1 - . ....- I ,� ,; �v 1 ,� " ., � ". " ,., I ,A, , '41 ,� VX" , " I . . I � , . .:1 _! . I f � I . � �, I-- '. . I - .- .: - 1.1 ��. I 14.1, -1 1. � , , I I . �_ 7�'tl��,.'�,,,,,;, - ,�� . -0 .,,�, I I I . . 1 '17, .. -1 ."', - I .. I . I �,� . I ��11 I I - . . BRIC4K 0.80 HIGH , � 11 � ':,,,,, , I "71,11 .�_1, u .. , , , I .:�,; I � . I I I :i , , - 11 , '. ,;��_ ., ,�':,, ,� �111�1' " , ` . �, ,.,�o, �. �, ,'"I.�, � "" , , . � , 1'� � - '. . - -1 � - 11 . .X, , ,�� - - "' " "' , , , � - '&;,,�,;�,". -, �. �. � .. k. . , " , . - : � : '. I �, � � , "", v , , - , 11 . ,,, . , , 'g, ;1, " 'e"", �� ,��,,, - -.. I. I I I WHERE 6'- O' I M MANHOLE IS 04SUFF)CIENT IN DEPTH TO CONSTRUCT MANHOLE � - �, r e . , ,� 1. - , , , :",.. � 11 _g: '11?� � .1 . I I � .1 � , I I - " " 0� , 11 ' ' 1, - " �,� ��; _ . - ., , I ;,:, �. ,j..' I , I � 01 IT, . " I ,� , ,��.: � � N .�,,� 9111, �,- -i,�� ;,,�._ "t , . ,, / "; --, e, � " .. - � .., "., , / I . - 3TAN111WI v" ,>t4sAjj_,tw " � 1� A �. - I . f .. -, , , I I IN INVERT .11 _ -1 - - -111 "� _ - 11 '.':��,� J, , , 5 , - � � � I I I . WtT�4 ECCENTRIC ACCESS A STANDARD CORBEL SHALL BE. USED WITH A �, , �, " �, _ , , ,--z,� I I I I I % 7__ 1 , t , v . I . � . -1 , i�� v I 1 7. , I . . . ,. .- , , - -, , "'. , �, , . I I . . I . . .1 I I I \ __ . I ,--.J-.- - - _ 11 � 7"" �. 1� 1,1,�.Qll Yk,"x MA.. , �. � 4�'. .,� " , �t '. ,I�� I I � I .1 � 1. I . MAXIMUM SLOPE OF 1 2�67� " 1, � I � _1 11 , c", ,,Ir t �, 11-14 I � I 1. I , 1. � . . I I : I 1, 1, ; ,I* 'i ,-;�� , -,� I., � -_T � C " - 1. . , . I - I .. f I , ..1�11, '_ I I - , I , - , "117, h., It". I I I . , � j i t i,,,_!��,_ " I I I - .�\ . �� .. -_ _. -1--l. - .. �� I , -" . . - C ... I . 0 I �': . � , , A, I : �,�� " / --MASS �* I f , , .'),4, 'o- 47 . ,- . . , � � . I /_ . �, � L'. o 417Wn. ..", , - , I �_,_.�', 1, '"a "-" 1� - 1� I It .. , � . 1. � - - 41*W * �X,,�,� I . I 4 SHEETING REMOVAL AS DIRECTED BY ENGINEER. ENGINEER MAY DIRECT __ � 1 91 POURED AFTER * PT ING : �f �i " f. . *-�� , . , Z'1,17,� ;111_� I I .1 ,�_ '' . . I ! � I 4' ,W;� �, . . ( "" 0 , �`i�+_, . I I I - I I . '. 'n, , - '!-, A , :� � . 11 11r. , I 0" I _41�V A . . I . . ,,�J. .. I- - , , , I I i I I -, . . - - I I I _�_ , . I I � .;�r�,j - -.V";x - - -�;�, - Ti�?Tw� , - . . - � "'I I SHEETING M REMAIN IN PLACE . : � Z-f ... 11 ,v .. , , y � I . . /CF -1 / I � " ,., � -71 , � ma . I � I � � �� I IS IN PLACE o . � 1 6" A' : I - I ,1;4�� , ., i I e � � I " - 11 . P�. ' I �,,� 1w I . _4 � I - i . ,; , . _____ 11 . __ __ � ! ,/ I - I 41. I., � , �, '4,e ir. .� .p ,.�", ,'� 1.,$ . I I 'P -, _�� . I � , " .1, 1� . - 1 ,. , ,� _ , I I . . . I I I I I . �416�� I 11,., �- -1 .1 - �. -�l .-� 1 , . I %, " "I " � ,�, . - . I . . .. - 11 I 1. � '..-W I I �.. I - . , : , �, , -%��, '. I I �, I � I ,� I I ��'..I� " " .k_ 4� . . I ", ,� _�W,. .��Il 44 . , IWIL . I , . , . - '. � - I I � . I - I I . I 11� 1� i It MIN, ALL 1) . . I , .. I - 4 - f"', . -1 URBED TRENCH BANKS. USE WHERE DIRECTED. 2t ":_ . ____ .._.__._1 I I 11 :", 7,-.41 4F ,_ , - . . -"*- __ __: 11 f .0 . � � -�� 15 BEDDING MATERIAL SHALL BE THOROUGHLY TAMPED AND LEVELED ACROSS TO � / " - , "/ . r� 6 ...;�'t, -, - ", - ` 11 : I I . , , ,. - , , I �, 1 4 i . . I '� ) , .. I � � . I 'I, - 1�t� �,�11,", I . I I .11 I . . I , - I I iNV EL. AS SHOW , , . �.�,,��, 11 . �' . . I I UNDIS � , , I , , � I , - � � , : ,� ..* I 1.�T � " I .- - ��`� . � - , ;., , 11 I " I I . , . . . .. :,,�,,:� - . I .1 I. .1.. v �- . .. I , r ,,� . . 11 I 1� ,; I . L I I , I � . I . . I . . . 11 I I � . I -- i. - , I _" - - " I I � I 71 . . V ;;.,:: I � I , I . I % � I /11 . . . ,", �. I � - INCH MAXIMUM LAYERS. I � ,,, "I , , '//, � I I I � I I " I *ING 4 " _' "" 1; �, � . PLACE IN 8 '' '' '' �; _� , , "..; 1. � , I . I I -ft- 4 � ". , . - , I I . - L___71 - 11 -f—l-L 4, , I If st Es ;w � I IN - I '. �', , _,V4 1� *1 " ON DRA ��' � .1 I I , , I MIN CONIC ENCAq."MENT' . . .� - , I I I , . .1 I . . I � . I . 't.", / . 11 . 1. I � 1, 4'1'�', 1 .1 I / . . I 1. C CUT ELBOW , "I , , �-, ,I, V �,&, 11 '7, . .. , , , It, I 1. 11 . / '. , CLASS "C'" CONCRIElf . � I I - J, " r, I � . I , . I I I 11 11,�,h 14. . .. � 1:!�, �, ". " "I . � .16 PROCO EPDXI -MASTIC HEAVY ON INSIDE - PROCO STANDARD THICK A I , � � . �1 , 11 I / I T1 . . - I 1. . . , �'. SPHAL �.! , �,�, I .A � o/ ,c " t, " /�, - J�L � . I I �'. " " , Il � '�� , ',. �%,�;_,,�..: r;,t� � "". ",- � ,. 11 I I I /" I VC W.;E BRAN I , I k � �J�,!,.� -:�. � - " - _ - � - I �)44c,� ;` I - I 11:�, ,;�j . � "I 11 . 0 ELEV TO MATCH 1 , .b � (;H 11 I � I .111' ,.-.r I �_, �_,'� ,,.�,.� p . I ,�,�, I . � .0 . . , � 1�.� , �, . .. 111� � ',,I / " BRICK)MAY BE USED FOR 1. , �1, 1� " � ,] ' I .4i COATING ON OUTSIDE OF SANITARY MANHOLES, � , , CROWN OF �, , . I I ,_ � , ,� __ ,, 'g�%;,,�vj, � . )i 11 I . "' 115 , . .- 11. a 'E '. L - ,�,,�,� "', � Itl .1 , I , . I e FuRmb PROVOED CLEARANC, I � �., I I - _t I I � I 1 '�" N / v �, - ,,- .- �6 , , , . , . I I ''I ", I . I I EFFLUENT !�!j!� � .;� 11 - 1, �,�, �'), � " � 4- I WATFR" M&"?j,!��W, %, , � I � � � , : . I � - 'ONCRE TE IS % - 6`,4,:;,;, :f, I �'� "' !X' F / V: I .11 - 14 , I '', , FOR C PROVIDtD , I 1! 11 . � �,�� I I � . ,< ' " �`�; .,7,_, I f. SANITARY MANHOLES 5' TO Id DEEP SHALL HAVE '60 ALUMINUM I I . �_ I " . , " � 4 7 *,� �-W� , - , , � . I " ,, ": 0� � , _ , _ j 1. �, I PLUG __." � -,-., I � . , - ,6 � _ . , ,�' � ,�.� . -_ , , - ,� , , , ."� . � , ,�, , � I I , . : � . ,'�'� � .", ,�. t ,,,� F ' , � ; �1� '. � I , , I - - - - .1, I . I / I . I-, I ".,.; _ - -.1 I . ��'i4�1 � I . It " 0 - - ��Al -A.g. .... STEPS . � __ m I - � . * w1ro ,., . " - , _ -1 11 I � , �. . , , NO rmN�% 1, , , 1 x AT 12 " CENTERS. A RETRACTABLE LADDER SHALL BE 11 I /",," - -1 _____.___..__________ _ . , I I " ,:� . I - POLY 5TOPPER-, -4; . � r"". - ,,, - .. �, L I'll . . - 4 , -, ,1- tw t v , , /� AS SHOWN . 15 � A, . I , ", : -�',. . D= PIPE DIAMETER �, , � . / I . _'. �, -,, __ - MAX I MUM ___ ANGLE - MINIMUM PIPE SIZE . li� m. R IA. I I . , I I SP .--- -_ I 8" - 15" ____�Qf — �T_7_0__ 4'- 0" . -1 18" -- 24" 00 TO' 600 1 -4'-O" 1 _ __I 8"--.21 of _ - 600 TO go. , I" 6 4 -O" I I _ABOVE- _zc____ 0* TO W�� "" L� - " � I0 _. �l�. - ... . _. � ,., .� _., " § I , 11�', �Av _.V.., , % . . - - , � , - �. , -.,.,,� .1 - - " ,� , . ',�, , -, �_ .- jk __ )� �L ,,.%�.�, ,�.J,;,�, P. , I IA:� '14, * jj�, , �,'�' �- �.,; .. �' ,t-,� ��,% - - '. I., � , �i : ", -1; ,-* ;I� -"k, �, �� 'I-i,11�;J� � 4� -4- 1 �.4,�_��., 1, ot �_`�,�, �:; -�'- , , . " - , 'k , , , , OR# t�. , ". � I , " , '� I. ;,�,..,��I,�,�q ,� -.�, �-�,�'-��*-� -�,��,';,-,,�',_�'z��-��.��--.- � ""i , , � :� . ,4 .� 4� � - �, ._ , , . . , , . _;�o, - " �', - _ ".1-Q," '- , . " � - - , -1 -, " � , , , -- �,, ,4 -� - - 1, .�:" k,U�,r�,. .. , - "I YVI , t, " , - �, - .,.I A W - . 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I .1 � . 1 ?I " . , ".�,_,_. ,4'..b- 1� I , . .1 ri I - � SEWER __ WIDTH , OF TYPE D i I � Am D BEDD I NG W OF . PIPE - __ 8 it 8 11 1 VIC o ___ 10, I � 8 It . 12 to 8" 1 15' 1 10 14 18" 10 " - 21 4 i 1, —d' 241t . - I'- 0" 30 ll . . 1 ._8 " � I RIC * . . _j - 36" 1 ,_IO " 42"' 2'- 2 10 1 48' a 2',-- 5�' 1. . 54 4 2 - 9" 60" i tl 3 - 0 66" S-4 19 7! 11 S- 7 Is __ __ . — I �� . 11 . . . .. I ,W.� .1 I . i o ,�,a. � I 1� � . I � I I "... . � I I __ _/_1_ _-.1 -1 I . . i.,, 6 F " � �, �� , , .�, t '' W04 �,�!4qk �. lk-. FURNISHED FOR MANHOLES OVER 10 FEET DEEP. -_ - - /_�', "* 11 ,,� 11 __..____. _ .__1._1_1___ . r - -- - / � I : a - ja- -a------ 2 - IV-1-1 �. .i I 7_:�:_ , _,___�_ 11 I � , '.,,' I 4 I I ,a " - al .,�� . . . - I . I. � . - - P; '..", - " � " * , & I /T-- - , t") ,� -, � ', � �,J, I A- - _ - 6.4 �. ,� , '1� � , I -LI.- - / z ,�: ", k - W,.- . I : , Z., '�, 4. - , � t;, -, �!, , . I " -_ -L--: SCHEDULE FOR DROP MANHOL�S - P., ...",io , EXTEND RE -BARS '. , .. .. I 0 ' I _ I ., - . , I. - .1 . . - - - . i" . AS, SHOWN I'll , . I SE WER TEE BRANCH DIM "A" ��' I � __ __ - - __+ - - , I " ,:):; � m- nl� f .;.. wl'l . . I I I -t 111 Id, '.-v 1, , I ,.,, 6. , %. > . __ " I . W., I �, I , , f ,�, , �� : I . "s ',,"--� -,�7�, , - __\ " -� ,-u'- . � It_ _____, - - I I �4, - , . , . z�- - , �, , . �-- t el-Z � �1_ � � _ SIZE -RiSER SIZE MINIMUM _�_ I I 1 -77 ---J----- , �4pfglt 4 �s.,:.�,,��:,�."','. - . 14 - 7- 0 -4 �!, - - - � I , , 4 !.- r ,V� - t',� - ". .�: " 4 d , . . . -11 - - *===zx,=�-%=�" 'Am 11 � 1, " - �, , _ __ .. �, -, -�,4 .., " d; , , �, D " � , 1;;,�W," I . I . � , "' , 1 , � , - - ., T j e, #1 .=�_ ., -7- _ - , - Vo) �. 1, _ _1 " _=, ,� 4, " .,.r i _" _. , - 4' __�, : 4.0 , . , , L ., j ,'t,�o� SEWER STUR'-:��*J i � 4�1_ a a & . I I ______ -I.---- _ _,:_� �14 -F� - � ilT. - -l" - 5 s ! I 0 , , . _--c. - -_ - - � _ --- --- ZQ-,--.. '_ d I '; 11 I I I I -, ��4z ,d A P, ", .� 4 ,., . I - � - p , - .-I-.- �.._ , - _ I � V I - I . ,w , �'- ... -'w'," A;A': '), -� . I I I - �..,;, . I f . � ld:_ ., -.1 .. __. I -_zQ_" ------- � � i�" TYPICAL CLEAN w%l1"_1_-, �F,4�1,;�-.; ''� 11 �", - ��,,z � . . � 22" � ,. ._______.__111 - 11 �� - A' , I __ I , - - I 4_0 � 1 14- "' ��t' �, , � EXTEND MANHOLE BASE OU T --j � I _,_Jk'_____-_____1Q._ _ _______,_. ., I _��J".., .td, I I" ,%,., ,,�196L,A; 1, e �c" ". , "'' ; In . � ,� 'v 1�1 . "OunP R DR(P CrAINECTION I 5 12, __ - i - -, 5" . I f - �_"4141- 17i , vy* I : � I I � . � 11 � I _1111. � �-,�_ �,-,kl, . 1. . _..__._____ �*l � 11; I 1 4��,_ � I .� go -;p . . , I I , "� . ,. 7, " , . ,f-�,I,� .1 y 11 I _1� - 7 4 , I � " � Ill I � . .1 � . N , �', � 1. . - � I I � , . I _. 1. T �� p , . , . . "I. I I I . ., ", , � tllaW�V'41'1`11 ; I , , `� � 'I , I ; � AS JN61CATED 18" I - Zg', I I ',- - , ," ,� , ,, �� "" � ��,,'��"71j.',�"_'A%U .�. � . . '' M.H. DIAMETER SHALL BE (MONOLITHIC POUR) I . . I . I ---'--- T * - _� I _1*.'__ . . I , i ,. �� 11 I�Rt�,, 1.4 I I * �-�',.T,.-q"FR"r�,",*,W,qm".�-,�, ., I , MP"". tk"� "M �� . . I . . . %11��, 114 , .. . . . ... � �� , � I , . - , .1 - - . I I IN ABOVE TABLE UNLESS OTHERWISE PIPE DIAMETER SHALL BE, AS INDICATED, IN I . , ,,?� � I.. I 11.1 ,', t'. I �,_, . , . ;13wi � 11. " I I-- � -1 I - , 1, , I - . f � �. I , 4�, I J , 11 '' 1, .. �r . . _� -.--- I i I,-, J, � ;1. 1 .... I 11.1 I I ,� _...___.___r_ - 4 I �-,.��."�i , .. I _t �., I �� .1 "', I I I J"Iql I I . . .1 ..., �' ,�, III , , . I IN I . � - . , , �" 0- �. 'L . 21" - - I _. - _. - . . , �, " "��,�,� 11�1 , It, 71 . 1. � _15" ._1 .-A!f , I SHOWN ON DRAWING. TABLE UNLESS SHOWN ON DRAWING W"Rert - 'f,r_:711�� " , ,,� _*�_.k,71 , . � , 1 1 1 " . I . N , �r - , I � E_ I191 __ 48" �4__j I . ? I-- - s A IV , � ... A- .1 I - I.. 11. . I 11 MA"LE DIMENSIONS TION - i . I I 1111� .�, . " ..; I � I- I 1_ I � I I . I . � I 1. �,1-11'.. I I 11 . I I r, I `w7r_,.4.1' �_.. �.,. . PHASE I I - 1. � . I . - _. .r I I " , I .1- � , . . - - � ��=-__- I - ;.,:#��,,�," � .., -, I _:.�� . 11 .11.� - - I 0 . � . - I . . - I 4 - � I . . . P. . - . - . - .. . - —_ ____ -1 . I I--,-."--. __ . - . li, 12 . 1_114: I I ' ' 0ATI11 I * ENGRS. PROJECT �� I . . I . — - � , " . ' I _. JANUARY, 198.3 '% ` X01-E75-D30 .1 I . . . . - . � .. I------ - - ___ . I DE$1GNfD,;JL ib APMOVM FOR DA*MVS & ASSOCIAT%LIJL DAWK I N S ' - - ..., VEm^—REEN RADUSTRIAL PARK U16 �., . I Pa. r1A;1 I - - . I . I I ...i_L . .�---.�---�---,---,.----.----,-.-- -------,------ ' — I . I . I .1 — DRAWN ___7"""`�7_ � &ASSOCIATES. INC. li. D SANITARY SEWER DETAILS SCALE x SHEET -� � 1. I . I m,�:�l � I L., 1. . �` � I 11 , � I . , , -- -,---.-,--------�---.---,-,-�-.-----�-..�..-�-� -Z---,-,- " �__-_T_ CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS ' SANFORD, FLORIDA NOT TO SCALE ' ' *7 � I,-. � `,;� 11 � 11 1. I � 64tt� � I � I ',�_ I Ll I �� - I I I __ I - A_L'fi"��060_ — 2-3-93 0 R L A N D 0 , F L 0 R I D A . k � I . . I I . - I . OF I R T ENGINEER - am*. I I . � . I .. , 1�1_ I� . I 1 .. . L�l . __ I ft E v I 9 t 0 N By L LL APPR'D.. P OjEc- ,lb,510 , �_ IMT9 I - __ - .... " I . " .,. I , "ll: ", - _�T v el L I : , . j, L �' 1 '7'7� ':w�rr--,", �A-_,P-�;-� .&,,_ k 1 8 .1 A I " I -f "I ME �;, L� 41 1 111. . L � I . I I . . , _. . : I �-7ml_ L I "a, 1 NO 1 7 _�:: =11 � 13�_',�. � 1 __ . . " . I I I I.. I . .. I . ". I , . 1.11� .1,; ,�� . .., Cw_ I*. , ,,i�- -, � .1 . � I � lw��. t, 0.1 "I 'L, �, I 1� 11 . . I .. , � ":. . 1. . \_/ � � I ''. I p I , '_� .. �� , _- L L."' � 61 �_ "., I&j&jjjjj?tAjjIjA ` "I"';, ,.1v4611&%&k& .1 .1 � . . I I I— I I . �i��kvoj� lk-;ik�� - , I W-1 "I i -1. I ", � , 11-1 I � . m, 62ge��, auafi . -. - I`� . I AR r. a t..i. t ...", U w. .. . -'w '.'... ✓wl1..,.' ) -•ro. ,'.- ;a., 1. N' 0t U:V - .t.' ...Y... 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WIDTH COVER SL AH ( 2500 P` i , I 8 MIN CONIC SLAB 2 05 SF 05 SF OS SF 05 SF U.5 S.F 18 IN 30IN .T W/ 4 E BARS MAT 1 (2500 PSI) _ _ — — 3 I.0 S.F 10 S F 10 S.F 1 0 SF 10 S F 18 IN 30 IN 6 0 C E W -F_--- !JSE APf'ROVEp BACKFILL 4 12 F IA _SF+10 F 10 $,F II SF 18_�1 30j)� 1 +� — - — DI. ACED IN 8 AYFkS 6 2.6SF 14 SF 10 F I,O S.F 12 SF 2I IN 30•N USE APPROVE. 'JA'.._KFII L j i _ , . � �• ,2" M�:'.:.TEC 'C' S£3%MAX 8 465E 2.5 SF 1.3 SF!10 SF 3.3SF 24IN 30IN PLACED IN F) LAYERS r + TY PEG AASHO T 190 w 10 .3 SF SF 20 SF 10 Sp, 39 S.F 9 IN 16`IN, COMPACT TO 95% MAX � 12 IO.6S,F .7 SF'2-9 SF 15 SF 77 SF . 28 IN �6IN. ii2 51 •7�E � �.F .2.O1F_,14_Q5F ._3Q_ &fY 3fa1 C E N 5 T Y PE_ Fr A, tHC 81'' 16 i8.5_S.E IOAS.E 5.6 Sf 2.6SF 13.4S.F 31 IN. 361N. 18 23AS.F I2.TSF 6.5 S.F 3L3 SF 16.6SF 1 32 IN. 361N 20 __ 28_.8Sf 15 6 S.F 8.0 S F 4.1 S F _ 20.OSF 3_3 IN 36_IN z 24298F361N• w ' BASED ON130PSt PRE RES 8203C.PSI SOIL_ BlEARiNtvALVFS BACKFILL AND ROADWAY PAVEMENT DETAIL (FOR EXISTING AND PROPOSED WORK) 2'-01 1 w a 10 TREATED WOOD F ( j MARKER STAKE TYR ) — i 1/2" HOSE BIB POTABLE A (METER BOX (BY OTHERS) _ •r— �' Z G 0 VAS ICE 1 - CONCRETE PAD -- - - K-COPPER ,.- rn m N. -- `` SERVICE TUBE -- --- t COPPER -- d -- --- - COPPER PIPE OR PVC GOOSE NECK / , J 81 CORP STOP TYP a REQUIRED VARIES 3" IC4t \ a �, � METER (BY OTHERS) - `3/4 MUELLER 15317 CURB � 0 (� WATER MAIN STOP OR EQUAL /PLUG — t�— DBL STRAP SADDLE a f (LOCKING TYPE) 3/4 MUELLER 15008 CORP NOTE: I1/2"G SP STOP )OR EQUAL CONTRACTOR TO INSTALL SERVICE LINE PLAN + AND CURB STOP'. METER &BOX BY CORP STOP OTHERS. M A TYPICAL TAPS .V _ ___i►.r€v. no '�-,� -- BLOCK 81 .,„� 1 C�C CK & HARNESS — - e � 0 BLOCK a HAnillu-0a NOTE AREA OF THRUST BLOCKING ON UNDISTURBED EAR-W BASED ON 2,000 PSF BEARING THRUST BLOCKS -FIN GR STABLE ;OX THRUST BLOCK TYPICAL BURIED VALVE INSTALLATION MUELLER TAPPING SADDLE WATE R IN TYPICAL DOMESTIC WATER SERVICE 'HOSE BIB DETAIL NTS r 9 1 FIN GR 2 CAP 2G'S PIPE �r 2 900 ELL 2 -900 ELL -- METER BOX 2' G S PIPE' I 2"GATE VALVE(LOCK TYPE) FROM MAIN L 2" G S PIPE BLOW -OFF VALVE DETAIL �. 12, 0 RAW EDGE OF 'PAVEMENT—: VARIES CiL LOCKING RINGS ;STEAM I ER NOZZLE ARE REQUIRED TO FACE STREET I T ! BREAKAWAY SECTION FIN iGR FILL (ABOVE GND.) CI EXTENSION _ TYPE VALVE • < BOX LIL -- � RODDED W/ CRUSHED STONE OR TEE OFF DUCK LUG COARSE GRAVEL MAIN &EYE BOLT (4CU FT MIN) _ CGNC ANCHOR -- ° - (2CU FT MIN) 6 GATE VALVE -CONC STONE SUPPORT BLOCK FIRE HYDRANT ASSEMBLY PHASE I -SHEETING q 91t � J AX 9' MAX Y U Q m J Z SYM ABOUT W/� 2 WW/-2 EXCEPT AS 'NOTED r'- ---- — SHAPE TRENCH BOTTOM USING HAND TOOLS HALF -SECTION HALF -SECTION SHEETED TRENCH UNSHEETED TRENCH TYPICAL TRENCH DETAIL 0 1, o : W U a 0 IL II DESIGN It .. °RA'"" CHECKED•; t' APPROVED FOR DAWKINSASSOCIATES, Z..J a D A• W K I N �' &ASSOCIATES. INC. CIVIL AND ENVIRONMENTAL ENGINEERS ANO PLANNERS R L, A N D O F L 0 R I D A i WATER D1STMILITION D ILS '. ... .: :,�.�.;. ..,� ,,, u,c. ,, .:. 3. ) z .., •. a. w^s4!-+-,� :•- e rs .m, - -'"• EVERGREEN INDUSTRIAL PARK SANFORD FLORIDA DATE JANUARY, 1983 ENGR•T. PROJECT X01—E75—D30 SCALE NOT TO SCALE SHEET LO.D WATER S£Rv/�E OET�/L , M•s. C,.vO. TE �'' REVISION w A1►R o.O /RWECT ENGINEER R =oFjNGR. Fl RIDA DATE ; ftg Hers jEIVUE:R GREEN SANFOO R D, RIAL FIL01111RIDA MARCH 1983 II 6DL.F. ¢"D./. F,M. W/6sc. /25TZ-C4511V6 900 L. F. ¢ "" PVC F.M �ASTM D2241-SOR21 T)'P 13001.1. 4"PVC F.M, — — — -- _ —_.- ✓EWET T L AA4C PUMPING LIMITS OF PHASE l EXISTING 0 _0STATION SWALE CONSTRUCTION I I PUMPING p N STATION I I m -o goAD o 55 i I J LIST OF DRAWINGS Q 3 SHEET NO. DESCRIPTION `l. COVER SHEET PARCEL 2 PARCEL I 13 FUTURE .5TDRM— I 2. AIRPORT BOULEVARD PLAN & PROFILE j WATER OUTFALL 4- ---� z - AND PAVEMENT MARKING PLAN � II cUL�E�r 3. ACCESS ROAD PLAN & PROFILE r-- - _ --J �- ---- _-- 31 01?'WATER WATER & SEWER PLAN -- - - OCJTF,4 L L ---�— J 4. STREET A PLAN & PROFILE �r -- WATER & SEWER PLAN MASTER WATER, SEWER AND DRAINAGE PLAN 5. SUBMERSIBLE PUMP 0 PUMPING STATION 6. TYPICAL SECTIONS AND MISCELLANEOUS DETAILS 7. STANDARD SANITARY SEWER DETAILS 8. WATER DISTRIBUTION DETAILS 0 NOTES: I. ALL GRADING, DRAINAGL AND PAVING MATERIALS AND CONSTRUC- TION TO BE IN CONFORMANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1977 AND CURRENT SUPPLEMENTS. 2. ALL WATER DISTRIBUTION AND SANITARY SEWER SYSTEM MATERIALS AND CONSTRUCTION TO BE IN CONFORMANCE WITH PLANNING GUIDELINES -WATER AND SEWER, SEMINOLE COUNTY, " FLORIDA. LAKE MONROE �--TO 1-4 S.R. 46 S I T E --� N Lu Z J O � U J o m cr F- o m 0o a ti a w - Q N S.R. 46A VICINITY MAP 0 ■ REVISED 3-- 3 -,6 Z%� 5TORMWATER OUTFALL FOR DRIVEWAY DETAILS SEE DETAIL5 - S1-).4- 5EE ARCPITECT'5 PLAN r 50 50 � R R C DAITROL SO xEs G ' PE RF PVC 0AIDERDRA//V Alec -OR F RD. /NTER5E"GT/0/V 4.E0ME-T12/L LAYOUT It It 0 W U o I .3 - 3 -63 zwzWAL ,QEt//S/off/S a 7NV. 25 DO I t — 1 / CULVERT / V 2S.01 L4 Lt- 3" GAS MAIN G 'Tr' R.R. ARNING I I .¢ BOX II r;?� S/G/VS \ �T POLE T. POLE Gl/LVERT� �— w 11 N � �11 PAVEM'6-Al 7-OPT/OA/ A Oe S 36 L.F. /S" C/V/P /CONNECTING O'DRA/N /NSP. BOXES) TAP € (,V BY CITY MATCH LINE SEE SHT.3 -- UNDERDRQ/A/ /NSPErT/ON BOX (TYP. ) W W G 90" /80 � v p 33 Z A � 2' x 2 INLET TOP EL. 28.3S- NE U/G TELE MKR a /V L. 27 28 -- fl T COL E 40 96 0ojo I /O+DO k_/4 /-'CT BLVD_ I I ASPNALT DYE-R.4Y I S. C . L. R. R. 0 10 I I 12 13 29S /80 J AIRPORT 1 4" DBL. YELLOW /8'�YELLOW 30' ADESIGNEO 0. D. �. APPROVED FOR DAWKINS,"ASSOCIATES, INC. RAWN M HECKED 'M 5. DAIVIEL NIORRISeV ROJECT ENGINEER R G. PRO NGR. FLO IDA DATE V LA_ �I 1 r2 2 EX/S T PAV T. - - 2 S' — .r � /8f42. 2S 1 AIRPORT RD /�6.S9 E AIRPORT 8LV /OD -DO PROPOSED RD. I I /4 + /2. 59 E AIRFIORT BLVD. = Q 99f82.20 PROPOSED RD. I PLAN 15 16 17 18 I '� -f" W141TE Q W 24 WHITE STOP LINE � k* STOP-5 16 Al (TYR) �. � CC 00 tV 4" DAL. YELLOW 4" WA✓/ TIC 4 WN/TE SK/P 90� L flu 'Zi --,K- BL VD. 4WN/TE STOP LIME PAVEMENT MARKING PLAN (SEE NOTE 2) DAWKI N S & ASSOCIATES. INC. CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS 0 R L A N D 0, F L 0 R I D A 4o 7' 4" WHITE SKIP N AIRPORT BOULEVARD PLAN & PROFILE AND iOAVEMENT MARKING PLAN IVoTES: /. L/N1/T OF PAVEMENT OPrioN A, /F ELECTED. 2.4LL 7-, 'AFF/G S/GN/NG AND STR/P1AA-' 70 Z- /A/ COA/FO,,('M,4,V6E W/Ty TKAFF/c �N�/NEE�P/NCB COuAITY LA�/D DEt/EL OPMEN T CODE ; rI-1E " `FOOT 5TAIV49,41PD 5PEC11c-1CA7-/0tiS Fo,p FOAO AAID BOP/O4-E COyST,fUCT/Orv" AA/O Th'C '`/MA1VL1,,4L OF 6,W1F0.P1V MiA//MUM STAA/OA�PO.S F02 DESA�AIS COS/ST,PUCT/��/ 4N0 /vIA/�T��/AC/CE FOR STiPC-E TS AkI D �1/l��/ i c/i4 YS _ PHASE I EVERGREEN. INDUSTRIAL PARK SANFORD, FLORIDA DATE ENGR'S. PROJECT JANUARY, 1983 X01-E75-D30 SCALE SHEET VERT. 1 IN. = 5 FT. HOR. 1 IN.= 50 FT OF 8 11 1 NO. l DATE L REVISION 4" DAL. YELLOW 4" WA✓/ TIC 4 WN/TE SK/P 90� L flu 'Zi --,K- BL VD. 4WN/TE STOP LIME PAVEMENT MARKING PLAN (SEE NOTE 2) DAWKI N S & ASSOCIATES. INC. CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS 0 R L A N D 0, F L 0 R I D A 4o 7' 4" WHITE SKIP N AIRPORT BOULEVARD PLAN & PROFILE AND iOAVEMENT MARKING PLAN IVoTES: /. L/N1/T OF PAVEMENT OPrioN A, /F ELECTED. 2.4LL 7-, 'AFF/G S/GN/NG AND STR/P1AA-' 70 Z- /A/ COA/FO,,('M,4,V6E W/Ty TKAFF/c �N�/NEE�P/NCB COuAITY LA�/D DEt/EL OPMEN T CODE ; rI-1E " `FOOT 5TAIV49,41PD 5PEC11c-1CA7-/0tiS Fo,p FOAO AAID BOP/O4-E COyST,fUCT/Orv" AA/O Th'C '`/MA1VL1,,4L OF 6,W1F0.P1V MiA//MUM STAA/OA�PO.S F02 DESA�AIS COS/ST,PUCT/��/ 4N0 /vIA/�T��/AC/CE FOR STiPC-E TS AkI D �1/l��/ i c/i4 YS _ PHASE I EVERGREEN. INDUSTRIAL PARK SANFORD, FLORIDA DATE ENGR'S. PROJECT JANUARY, 1983 X01-E75-D30 SCALE SHEET VERT. 1 IN. = 5 FT. HOR. 1 IN.= 50 FT OF 8 11 1 NO. l DATE L REVISION to a a 0 iu U Q O IL 1 - - -- - C.L-lu _v IV -- --- --- --- - - Tr 35 35 0 Vn - - - -- -- _ - - 25 25 20 - - --- - - - - -- - - -- - 22v- - - --- all 8 - - 15 15 --- - - --- ----- - -+ - -- _ %FIT-- - ZO OS K L D T- L D ' 7'" L D A R L 7" 6 Uf V6- UA rA /8 033 'Se " P c SrA• P r .57,4• = 7 73.8.5 95t/¢• /5 9776¢ 9/ = 2 SD G 7 _ /B `33 "SB "" /5¢. SB ' 94f 55. 7G 9 7-1-6,Z. Zo = 3410. ¢¢ = 03 "3/ = 22 z�' /8 „ _ /s¢ ¢ 5 " 94 f 75.0 97180. 5.. = 30493 = 7'02/ '30 " _ / Zl� _ /5 ' 94175-07 97�24./4 - Z�90%, = 9 ` OO ".3Z " _ 13057'2/ • = 790.6¢' = 9(,)769 89��3.89 9/fs�.¢7 _ - / 9Z, 58 3 = 83, ¢33 " 90 92 92 9Z, -S9, A, O cp 01 6" PE RF. PVC 41AIDERDRA/N loos L.F. /o •w.9TE,f MA/N U/yDERDRA/N INSPECT/ON BOX <TY.0) 7 0 StiA0E0 .q,PEA TO BE / � _ _ TYPE s-/ ASPS! (f a.VC• O/V �Rl kl w = N 8 „�/�rsE�POG�t' 6AsE ON �" o U_v�/ sv,��.PAOE(,rBv75) I v �. � I / �2- '�' -� OjFJ Bo�Np 4- 3 w WEST P 9 +24-! r,00 T 97r774 TAPER N u M. H- P T 97+ 69. 9/ TAPER W UN4 v w '2 TAPER -�,.• T PE � �� Z %M 2,/, ,�� SEVV R 00 / Z 12, _ o' v 81000 vS'� - EA- `T 8 ��ND - — /� -�U Q ,� / :�� '--� 4° PVC WATER `� �r f R/W�CAPPED) ti 6 PVC., . lz 12 � N vi ._ G"PVC 7 tTrP) o pC.@ .0 MA-�CN Ll E lotB�. --� "' U 8 oX 1000 WA ¢ "PVC. T,6VCAPPED 8 G. N, GAvC i (A n o � IVAM.N. 6�GAPPcD) L /c /B I%P.C.P !rV/TNM/TEeED END SEC T/0A/s n �N AccE.�S ieD r Co �O l5 MA E-r � `o,Q .O�'I vEW,4 Y DETA/LS SEE- /O f 0 o STKE N AR<f yql "EC T s A 4/S w i D r' PHASE DESIGNED D. DRAWN J'E M CHECKED M — DAIVIEL MORR/S APPROVED FOR DAWKINSt"ASSOCIATES,I�1C. 2'3-83 CIVIL D A �!V K 1 N S & ASSOCIATES. INC. AND ENVIRONMENTAL ENGINEERS AND PLANNERS O R L A V D 0 F L O R D A ACCESS ROAD PLAN & PROFILE WATER & SEWER PLAN EVERGREEN INDUSTRIAL PARK SANFORD FLORIDA DATE JANUARY, 1983 ENGR'S.PROJECT X01-E75-D30 SCALE VERT. 1 IN.= 5 FT. HOR. 1 IN.= 50 FT SHEET Q OF V / �-IR3 `ate/✓��L ��y�s/DNS /lr%S ICI). NO. DATE REVISION •V APIR'D. PROJECT ENGINEER G. PR F ENGR. FLORIDA DATE 1 e c a 0 iu U Q Ix 0 IL f 35 3 0-- 30 rM -= -- -_ 15 SAtia - cEMENr R/PRf1 P S/DES R Barra,,,, I I nl I ZS D� 3 4� �a� I PLAN- Z Sr.P, AW7- sA�vo-cEiyEiv T E-A/O W14 6 TYPE ✓ 7- 7- T YPE G INL ET TOP EZ ..31.S TOP EL. 21900 I ic/V. , L , 25.16 /wl/ EL. 2 5, 2 / I � P,P I I 5ZL F 45XZ9 �P00✓A III S 50 I STORMWATER OUTFALL DETAILS SCALE* I IN,=20 FT. 0IN t CUiPVE 0,47A 0 G= 82e57„ Pc5r�. RTsra. R = /0 7B. 7- I T = 60. DD L V 1s9.71 ¢/ W m8 v \ BLOW -OFF � " 3/4"-SERVICE w 330 L.F w P.V.C. WATER-tL11VE �ASTM p��4� SpR2/ TYP /55L.F2"PVC. WATERL//yE-- �O 1 � SrR Er A Z Lu SANSWER 040% 7ZLFBPVR4 - R 3TYV(ASTM D 303.. SA/V.-SEWE�P 2 PUMP-STAT/ON Q Lp 140 I V m dd. O + J N b y M Qo v I I I Lki IQ I I I w I I I I I I I I Z PHASE DESIGNED Nr D DRAM N�%'S,. �� CHECKED �`� DAAl/ EL ,yoRR�s APPROVED FOR DAWKINSt"ASSOCIATES,INC. 2-3 *RG. D A W K I N S �T' ASSOCIATES. INC. CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS 0 R LAND 0 F L O R I D A STR= WATER A PLAN & SEWER & PROFILE R PLAN EVERGREEN tNDU TRIAL. PARK SANFORD FLORIDA DATE JANUARY, 1983 ENGR'S. PROJECT X01-E75-D30 VERT. 1 IN.� 5 FT. HOR. 1 IN.= 50 FT SHEET OF J j 8 GENC AL iPEY�SiDNS /v1 S QD NO. PATE REVISION Ey A�1R'p.SCALE ►ROJECT ENGINEER PR ENGR. FLORIDA DATE 0 u 3 ; ' GENERAL NOTES 8 LA MB-I MS -I Des 1. SEE SHEET NO. 4 FOR LOCATION OF $W A A° LI I TI PUMP B I B �o---�I T2 N0. I -0 MWc /• C �I T3 i" 'oW N------o-----;-;----------------------- PUMPING STATION. NN" ECB MB-2 MS-2 a�-----i--;--L- -- ' 2. ALL EXPOSED METAL SHALL BE PAINTED WITH 2, T ' COATS OF EXTERIOR ENAMEL PAINT. LI PUMP N0, 1 3. 5-0„ RCP AND VALVE BOX SHALL BE COATED � s 1? �- -- -� � t � - " - Z NITH SIDEPANDO COATEDMONTIC HEAVY ON THE THE OUTSIDE WITH GR r3 p --------� F3U,8O,,F3,10A,250V H 8 ' PROCO STANDARD THICK ASPHALT. Pry a SEE INSET �A� CT 75 KVA LL2' D ITL141E Of IONL'. 5 LL2 x1 12ov. - 4 CONTRACTOR TO ELBOW ANDCONDUIT SHALL BE POWER LLED BY SHALL BE - - - SLAB - TOP OF F-I CCB ORB FI CCB ORB �, _;ka, , INSTALLED BY POWER COMPANY FROM L L I .-� DR--'d'�--� °- _-0 °----------_-� pR,-i 10M,0/NG STATION-� , ELBOW. B I SA.,126V. ISA. 15A. 5A.,125V. 15A. ISA. I I 5. VICTAULIC CAP SHALL BE REPLACED WITH HOSE TTS TERMS. P I P-2 WHEN REG. ; _ H%° A ETM I RL I a_,- ° I WHEN EMERGENCY BY-PASSTYLE NO. 48 FOR S IS HOSECONNECTION OU E. HOSE. of s 1 1 ° I (HECK YALVE I NIPPLE SHALL BE FURNISHED WITH PUMPING I--L�T NO.1 INSET AR -I MS-1 ,y, �. I — � , ' • - °. - � .STATION. 6 B I 7LH �A.11 RL-2 P I P 2 4807 /, 4 W r e', • R2 21 I ETM-2 �_¢- SERVICE I I 6 FLOOF�DRAI. PLOOR N TWO LPIECE WITH 03POUTLET ., SERIES 493 6 8 I OLs PUMP I I ---- - -fft - TEST I I C N0.2 _ I „ - - z AND/OR APPROVED EQUAL. PAA I MS-2 9.� I - A S AUTO 8` PVC INFLUENT °OFF I �6 R-3 L — — — — ALARM P/GE W 6 8 LIGHT TS TS I I I ^ R 3 R-4 FLASHER AL -o- • --- _ o ALARM 5 8 TS AB/HTS RATS TERMS. WHEN REG. 120 V. CT 075 KVA 32V,5A. ASS 24V. R-4 7 i 2 C ALARM SILENCE R 4 PL-4 ` REG. 7 F4 8 I 2 -3 7 4TH. LEVEL REG . -- �o- - - R-2 C PL.3 HIGH LEVEL ALARM 5 F3 6 3a 1 2 R 2 7 C 3 RD. LEVEL REG. ---�o---Q-- Q R I L LAG PUMP ON 3 F2 -- o--- 4 2 R - 11 7 C 2ND LEVEL REG. MOTOR SCHEDULE MOTOR HP TRIP AMPS. MS SIZE FEEDER MIN. WIRE S12 E PL-I LEAD PUMP -ON I FI 2 LOW LEVEL REG. qo ---- Q- RTS TERMINALS BOTH PUMPS -OFF w POWER & CONTROL SCHEMATIC 230 V., I t , 4 W SERVICE OU, CONiYECT/DN DETAIL T.Y/S SHEET - PLAN AL COMPONENT LEGEND FT-1 FO no MB P.10TOR BREAKER MCB MAIN CIRCUIT BREAKER -- AL,O�P/%% L/Gf/T �NEUT G R ECB EMERGENCY CIRCUIT BRKR. W/INTERLOCK RATS TS- I GRD LLAJ �'- GR GENERATOR RECEPTACLE .i Z - 4 GAL l% �°/PE — IDRB� MCBrECB, O O O O I 1913 MOTOR STARTER 1 �T ( PL I PL-2 PL 3 PL 4 I � I OL OVERLOAD HEATERS CD/VT/?DL PANEL 1480V 1120 I - 0 -I O I I L 8 I I J ETM AL ELAPSE TIME METER ALARM LIGHT (FLASHER TYPE-100 W.) NE/YIA �R - sEE CEiYE�PAL ,� ,, - RL-I I RL-2 _L y _ - F 3 F-3 L-_ J I INTERLOCK O ` ; y O _ _ PL PILOT LIGHT (LIQUID LEVEL) NOTE 112 2 ,}, 48OV., I �,4W �-• ETM-i ETM 2 I CBI MB-ITMB-2� RL PILOT LIGHT (PUMP RUNNING) SERVICE 18 I ® I ® ® I HOA PAA HAND-OFF-AUTOSELCCTOR SW. PUPAP ALTERNATOR (AUTO -PLUG IN) �E j'E,Q 3 �/ GALY. /NON f'/PE - L - - J 3/4" k40SE 8l B e AI/T VENT HOA-I HOA-2 F_I _ — — I PAM PUMP ALTERNATOR (MANUAL SEL.) W/840f FLD.W Dl/L'T 5E,4z r r r �� L -Z TS I - - LA I DR LIGHTNING ARRESTER DUPLEX RECEPTACLE PREVENTOR �� SEE Ei1�1E.PGENC Y TS (- -, F_ 2 � (- � � .� C'ONPAN/ON , LANGE W/ PUMP/NG CONNECT/ON f• , � - -I I I I I I ATS ALTERNATOR TEST SW. (AUTO ONLY) PfABODY BARNES hN22 `24 fG INSECT SC�PFEN DCTVZ Ti11S S//E-ET LPMJ R LR J I MS -I I I MS-2 1 R RELAY cV COVEw w/ LOC,k, - r I- -I I- I r, L J L J L 3i PM PHASE MONITOR I / n 3/8 STL. It OIV 1%2 F,PAMF • ASS LRJ LR J _ - I r - -� CT F CONTROL TRANSFORMER FUSE - ELEi� Z i� {~Yt �7A EXIST G/r.4D� _ _ IPA- I r 7 RTS 1 _ - r r — GIRD TTS �iTS I CCB FITS CONTROL CIRCUIT BREAKER REGULATOR TERMINAL STRIP SEE GENERAL NOTE \ ' n ° ; I 0' NO ¢ p� • �� • ' �,�� IJx 8 x /G CONE. BLIY - DRB RATS DUPLEX RECEPTACLE BREAKER REMOTE ALARM TERMINAL STRIP I I / ,/ Lf/EC/Y Y,4z PT � li.4L!/E BOX TTS THERMAL TERMINAL STRIP I I I ti PLUG 1Az vE FROM Pa TABLE � �- I I � I � '�4eG~O.0 EIN '. ; 6 " 6" o P/ L/G il,4L !/E WATER .SUPPLY --- 3 D, I I ` PANEL LAYOUT -- COVol �. 4`c.I. - - -- 230 V., 4 W SERVICE b� A -- 4 STA/NLESS STEEL -__ SL—OP-E... ' NOTES: L/fT/NG CABLE - - %rr/F' az-I/. Y Q RE -�� l' NC TE M/N I •_ ° END PUNIO/NG 1. CONTROL CABINET: NEMA-3R, POfVE�P I -l-r-r-�-r �^ STAT/ON IO�YST�UIT/DN GASKETED DOOR, PADLOCK CABLE I {E L't15T /N PLACE 5,45E HASP, INTERNAL "DEAD FRONT" I SAFETY DOOR. fLOOq D,P,4/N -SEE 1/ICTAULIC CAP STrLE N.?i 0 - SEE - j�-- - T-- -T- -T-T _ 3 "/ / GENENAZ /YDl� /Y° 6 2. ITEMS SHOWN DASHED ARE GENERAL NOTE N' S rAOUNTED ON REAR SUB -PANEL "DEAD - PROPOSED GRADE LB.t 1 BEHIND FRONT" SAFETY LIQUID I I I 60A7/N6 SEE GENE,PWL /YOTE 41°.3 DOOR. `\� LEVEL CONTROLS , i " �4z,4,fw zz-kTz - fLE- jy X OL -- 4 vIcuUL IC 5N,4P - ✓DINT z METER BOX LING - S T r� N- 78 COUPE 6" PVC INFLUENT I I LAG PU/1�P ON_' ___fzE -- _U W PIPE i LEAD, PUMP ON - E!F!/ V INV. EL. 1900 4„ GAL V IRON P/Pf _ 0 F - .- 60T# PUMPS Ofl- FIE{/ U C THREADED • • P 4" COMPANION FLANGE I'-- _.. \� 61v1o11/T jfj0 1 E DATE REVISION EMERGENCY PUMPING CONNECTION DETAIL i AL ELE!/. T 44. L. L !._,�_�_ J • JL _L_ ._.L_ __J LAST /N• RLACE BASE DESIGNED D.MAPPROVED FOR DAWKINS&ASSOCIATES, .INC. DRAVIN D 4 ' CHECKED L�7w'C'G' DANIEL MORR/S 12-3-83 SY APPR'D. PROJECT ENGINEER E .PRO . EffAM NGR. FLORIDA DATE \i L SECTION DAWKI N S & ASSOCIATES. INC. CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS 0 R L A N D 0, F L 0 R I D A SUBMERSIBLE PUMP PUMPING STATION PUMPING STATIONS DATA PUMPING STATIONS DIM A G" DIM B 60" DIM C /z" DIM D 13" DIM E /3" DIM -- F 29" — 29" -------- -- DIM G DIM H- 98 ------- -- DIM J /0'-4" DIM K /2" DIM L /3" DIM M /3" DIM N DIM P 50" DIM 0 3" ' DIM R 3" _ DIM S 72" ELEV T /6•07 ELEV U /6.82 ELEV V /900 ELEV W /9.50 ELEV X 20.00 ELEV Y 25-00 ELEV Z 30.50 - PUMP CHARACTERISTICS PEABODYBARNES (SUBMERSIBLE PUMPS) ODEL NO. 4SE/0/ LIMP DATA /.911P 230 V., /Q AR NO. 2 VANE UMP COND. 856P4f LF2 .5TOH PECIAL ONDITION PHASE IEVERGREEN - INDUS SANFORD, F TRIAL PARK LORIDA 41 DATE ENGR'S. PROJECT JANUARY,1983 X01-E75-D30 SCALE SHEET NOT TO SCALE OF Q 1. �ml`13 _m, y' t` �t4J•; A R II SHEETING - SEE NOTE No. 14 1 �I r SHEETING - SEE NOTE No. 14 it N (D _j �s= _--� „ 9 \ U J MAX MAX U- { _ �` ►- i \` MAX c � z ; _J 1200 p' a r 0.0 /,k/ • ro e BEDDING XZ • »ar : :. .0 e MATERIAL c - ;.. a',,�., .. , • Qb : , a ; o ; >o SEE NOTE o-1 740 . � r . No. 15 � s r o Ja.,, � }" SYM ABOUT t SYM ABOUT t IS W/2 W/2 EXCEPT AS NOTED p r� ,. ,, .r.♦, , /b ..tt-,. ... , _,. ,.. ..r.. -., :� t.,,riF!t :� ....5 ,".n. ,:... 9. .. :.. ., ,.� .Y.. s. f ':'J� STREET W/R4 �,,, � .. n t r .., .- -e r.� ,. .. , per, ,..,. ..r ...: t� �. ♦ .. :...: � .. .. ., ..:. , x y 7.. D,. M�,vsy.�ls'6.'":Y�'YSM e'.i�:•� �F."+,IIfV�+1RFl1i+,�MT��:4i� CLUSTER LOTS �1 i -- TOP OF PAVEMENT AVG. GROUND SURFACE • O 1 r __24 6 VC 30° BEND iC-•,' MAIN SEWER SHORT RADIUS �!• VC OR RCP • a CIP , -_TREATED WOOD GROUT• MARKER STAKE (TYP.) MIN 300 -- ' MAINTAIN ' I WIDTH OF MAX 45° ' -_ _ INVERT J ((} --- ! TRENCH , --STOPPER (TYP) - _ - CONCRETE --- . � � 6 ,VC PIPE ' -._ _ POLY STOPPER ° _ 3 4 HOOPS. i - ' - HOUSE LATERAL ,SE Irc `«f r - , W/ 2 ES @ 6 O.C. DOUBLE � 6" VC 300 BEND ' MIN SLOPE 1/8' PER FT SHORT RADIUS EXCEPT AS NOTED - COLLAR DETAIL i "Cr GREATER SLOPE WHERE POSSIBLE , ' ----W SHAbE TRENCH BOTTOM ----�--- USING HAND TOOLS HALF- SE C T I O HALF - SECT ION 6" VC } �� •• �� ,.' �•• PLAN PROFILE �:{ae SHEETED TRENCH UNSHEETED TRENCH H4,F-SECTION HALF -SECTION STD MH FRAME a COVER - SHEETED TRENCH UNSHEETED TRENCH _ _ _ _ r GR(�U TYPICAL SERVICE, -- _ --- T TYPICAL UNDERBEDD ING DETAIL TYPICAL TRENCHDETAIL - x PLUG STD. M.H. FRAME a COVER--; STD. MH FRAME a COVER w GROUT -- -- MIN, x NOTE' ALL HOLES FOR PIPE TO t ! � - - aD < BE PRECAST -MAXIMUM BRICK AND 1/2` _ l ALLOWABLE CLEARANCE BRICK 8 1/2" - i I SINGLE OR CEMENT PLASTER _ --- I QD. �4' {GROUT ALL CEMENT PLASTER _.___ _ w___ _. ___ DOt SL.E WYE_—�►- INSIDE a OUTSIDE I PIPING THRU MANHOLE COAT INSIDE r_a ' ►% ' / W/ NON- SHRINK GROUT) OUTSIDE:,t,;7 _ n e ,� REINF TO ASTM C- 476 �' �* , ,u`� ° ONE OR MORE STRAIGHT SECTIONS ----- V MANHOLE SHALL BE CONSTRUCTED SEE DETAIL ~- - ! • „ IN ACCORDANCE WITH ASTM C-4`78 ----SEE NOTE a IG :� '. _� °, �" AS NEEDED v SPEC S AND USING TYPE II CEMENT. N { • - p BLOCK 8. HARNESS -` 14101-1 SEE NOTE No. � o j 4 I BLOCK A HARNESS a ?t ta' ,r r• I N. - _ - -8t l/2 NT�� . BRICK W./ •' EME � > '� PLASTER COAT INSIDE I WA � OUTSIDE �, .� - o - LIGHT LI„ SONG- . OR ,, TUBE % 16 DIAM. L. . - a-+ PROCO EPDXY MAST4C r. _. _ o + POUR FULL OF CLASS TYPICAL HOLE FOR , ,,. I• IN PLACE LEAVE - _ - HEAVY MAY BE: USED ff 1 __ DROP CONNECTION ON INSIDE CORBELLING a •y -_SEE; TYPICAL .JOINT DETAIL _,_4B ___-._.. __ M IN LIEU OF PLASTER GROUT INVERT 1 t� -1- - z , ,1;2 -BOTTOM TO BE CAST � 1 \ r 4" � � BLOCK Ei HARNESS - • r --,_ AML y _ , MONOLITHIC WITH FIRSTI I UNIT- REINFORCING p i-BOTTOM TO BE CAST I %� T�" _"�� CAST IN PLACE SLAB NOTE AREA OF THRUST BLOCKING ON UNDISTURBED p MONOLITHIC WITH FIRST 1 }r-�-- SHALL BE AS READ G �_ I EARTH BASED ON 2,000 PS.F BEARING I-s I- io UNIT - REINFORCING r -,- �--: l: r--r- -r-- �; Yz-� r 6 I ° SHALL BE AS REQ'D o y.` y,a '~ -�� THRUST BLOCKS MIN. MIN. .--LIFTING HOOK j4�12"O.c EA. LATERAL RISER FOR MAINS { LIFTING HOOK 8i TO BE SET ON LEVELED STANDARD BRICK MANHOLE DEEP OR OVER AND UNDISTURBED SOIL -TO BE SET ON LEVELED . = ___-_ - • AND UNDISTURBED SOIL " (MINIMUM SOIL BEARING 2000 pSF) a (MINIMUM SOIL BEARING 2000 PSF) (VOTES D 4' PRE��a/�M7ST /� LE ` 1 CONTRACTORS SHALL REFERENCE AND RESTORE PROPERTY CORNERS _ . MjR{Py�,,: i t� �; Q f k � wt � �U i .ry`r�, t J► �1ritia., `_.�. _'_ ��— _._ NOTE WEIGHTS TO BE STAMPED ANO LAND MARKERS WHICH MAY BE DISTURBED BY CONSTRUCTION. ON COVER a FRAME STANDARD PRECAST MANHOLE TRAFFIC AREAS 6' DIAMETER AND LARGER 2 USE T.B.M,'s AS NOTED ON APPLICABLE DRAWING FOR ELEVATION CONTROL - - cn - MANHOLE DROP OUTSIDE WALL a FRAME WEIGHT 365 LBS. / 3- THE CONTRACTOR WILL BE REQUIRED TO EXERCISE CAUTIM-IN EASEMENTS - I . _ ..... .__.... �_ _ , / w COVER WEIGHT 165 LBS- 4" ! I' J-' TO PREVENT DAMAGE TO PRIVATE PROPERTY INCLUDING SHRUBBERY SLABS HUTS, SOD, ETC.,AND TO RELOCATE ITEMS WHERE FEASIBLE AND REPAIR a NON TRAFFIC AREAS " ► ' �- Fl_GD FLAP VALVE C?AMAGED. PROPERTY AS REQUIRED. PRE -PRIMED u FRAME WEIGHT 250 LESS 11/4 r + :,r , .101NT SURFACES ac ! f ,"•�I- f' �« NAH R-5004 SERIES -- ►� COVER WEIGHT i50 LESS } _ !� : %f i 4 ANY DAMAGE TO UNDERGROUND UTILITIES AND STRUCTURES SHALL BE NEE J u REPAIRED AT THE CONTRACTORS EXPENSE. r 23" 'IN/I J ❑ L CJ , ./It NOTE z Q i ?I f �. ; , ' _� - _ _.L . fi„ 5 ALL ELEVATIONS SHOWN ARE IN FEET. _ _ 1,.� _ G Q - t-� FORCE MAIN JOINT SEALER 2 �- N f ; �'-r _ ..�. ..:.si -: :..-�� -'. AS SHOWN 6 ALL ?!PE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO /a' SHALL BE APPLIED �. _ __ _ "'E, CENTER OF MANHOLES. IN ACCORDANCE TO E---- �_ ___ _ __. _ SANITARY E _ _�y� t MANUFACTURERS T i ' .r` ; k 7. WHERE THE DEPTH TO MANHOLE INVERT EXCEEDS 12 FEET, THE WALL SOLID INSTRUCTIONS INI?ENT 1 _ ► # THICKNESS OF BRICK MHS SHALL BE INCREASED TO 12 INCHES AT A DEPTH , 0 FEF BELOW GRADE L 17� STORM MANHOLES SHALL BE SAME AS SHOWN EXCEPT CEMENT PLASTER SHALL. f .» l OMITTED FROM INSIDE WALL. �w _ 4• • 5f f�F >rRAMC CROSS SECT( I . CROSS`? . _ _ C 8F 0 T E 9 ALL MANHOLE TOPS SHALL BE SET FLUSH IN PAVED AREAS, AND 2 INCHES STANDARD FRAME 81 COVER ,DETAIL ABBE GRADE IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED. I INVERT PLAN 0 MH CHANNEL SHALL BE CONSTRUCTED OF GROUT, OR BF,CK RUBBLE AND A GROUT COVER HAVING A 3 INCH MINIMUM THICKNESS OVER RUBBLE. TYPICAL JOINT DETAIL TYPICAL. FORCE MAIN DISCHARGE IN MHIS AL-L C#iANGES IN DIRECTION AT MANHOLES SHALL BE MADE BY MEANS OF STANDARD PRECAST MANHOLE K,CURVED CHANNELS HA1, ING MAXIMUM PRACTICABLE RADII. „__ -._: ,,... .. •. -. • . '.. ,.. ..:; , , : ..�. ;:�... .. ;. :.. ,' ' 2 CHANNEL WIDTHS AND INVERT RADII SHALLVARY UNIFORMLY FRO M END T n F HR,C+t 0.8D HIGH S ,t••�' , r G � t�• _ , , : X-• « -Ai:F '� ND OF CHANNE: t GFFi # IN INVIrRT Cx •* , 3 NFRF 6 0 ' i [T MANHOLE 15 INSUFFICIENT IN DEPTH 1 O CONSTRUCI MANHOLE _..., rj ANOARD OR SHALLOW _ MANHO( WI 1 N a±CCEN TRtC A,,CESS A STANDARD CORBEL SHALL BE USED WITH A 1 l I ►,: - I v_ .;I :.:��,eY, r�0{ E CC!V{ it MAXIMUM SLt �1F 12.b7, , --- MASS CONCRE T TO B 'c,►1 1 , / � .�--- 14. SHEETING RE"MNAL AS DIRECTED, BY ENGINEER ENGINEER MAY DIRECT R PIPING - .v - . "�* _ NAk� �7t,rrrCJ� ►S IN PLACE 6 MAX SHEE NG TC to 70 I L K r TI REMAIN N PLACE r , 6' IN. AL ES MASIDES �, 1 � i ( � 1 f �15, BEDDING MATERIAL SHALL BE THOROUGHLY TAMPED AND I,.EVELEJ ACROSS TO i N r INv Et- AS SHOWN UNDISTURBED TRENCH BANKS USE WHERE DIRECTED. t VC UT B W M N t:UNC ENCASE / ON DRAWING PLACE' IN 8 INCH MAXIMUM LAYERS EL O C • I • s CLASS . � C' CONCRET# . ' - �• . t _ 6 , � 1 fL,EV TO MATCHM � S ANDARD THICK �. BRICK ) MAY BE USED FOR I' CROWN OF � i �'•' VC 'Ai BRANCH ..., „,. Y N j: , ! 1 , ' pROCO -MASTIC AV J SIDE �- EFFLUENT SEWER~ a I ,, ; . FORMS PR4vI�D CLEARANCE .! :. * , ., . -. ; , C'OATING 17N OU�IDE`Cf SANITARY MANHOLES ASPHALT , r; aR CONCRETE S PROVIDED D PLUG 17. SANITARY MANHOLES S' TO IO' DEEP SHALL HAVE '�6 0 ALUMINUM D = PIPE DIAMETER AS SHOWN 1, , ' I Y cl PP FI « MAX I MUM ANGLE MINIMUM PIPE SIZE M.H. PA. T0900 8"_ -- 15"--0* 18" — 2 4 " fir, ^�'__ — 0C TO' 60° i 60 ° 70 90_0 4'- 0 _ 4' _ 0„ _ _y _6' - 0„ AE30YE ..�4 0° TO SEWER WIDTH OF TYPE DI DM BEDDING PIPE W 11 811 VC 10 g,l 12 8'1 15" 10 I $` J10' 2111 1_0,, 24' 1'- 0" 30" 1'-8" RC 36 1-10`" 42„ --21- 2„ 48" _ 2'- 6' 54 2, 9„= 66" 3`-4" i72'� 3zT" �, POI. O E S AT 12 CENTER8. A RETRACTABd.E LADDER SHALL BE t,t• - 1 r �_`" :�., .....,+sue :.gyp 'r; 6 w SCHEDULE FOR DROP MANHOLES .� . EXTEND RE -BARS - ,- e , _� ... .�_ _._ .._ .a _ .__ �_ _ �- _ ... ,�_ .. _ _�. I 0 . __•,___ , • .. . FURNISHED FOR MANHOLES OVER 10 FEET DEEP AS SHOWN - .... ► Y SEWER !TEE BRANCH DI RISER SIZE MINIMUM fN. �-..• -IlkI - , __ SEINER STUB _.�. _ EXTEND MANHOLE BASF OUT % _ ! I - -�?22 TYPICAL CLEAN -OUT " T - M.H.IDIAMETERSHALLAS JN&C ED S UNDER DROP CONNEC ION ... (MONOLITHIC POUR) 18 _..__ .__ _.1� 15 ` , , IN ABOVE E UNLESS OTHERWISE PIPE DIAMETER SHALL BE AS INDICATED- IN - i - • . _ 18..- . • SHOWN ON DRAWING TAE3LE UNLESS SHOWN ON DRAWING L. _ _2) +__. -. _. ,-.. -___ _" MANHOLE DIMENSIQNS STANDARD DROP CONNE('TION PHASE __ -___.__._.._..._____..._._..—� DESIGNED r� - DRAw►t_�,�__ f� DAB >E.:AtISC?CII�?+Es., WC.ERGREEN DAW K I N S &ASSOCIATES. INC. - STANDARD SANITARY SEWER DETAILS INDUSTRIAL PARK DATE t JANUARY, 1983 ENGRS. PROJECT X01-E75-D30 ._.._ ' - SCALE NOT TO SCALE SHEET of 8 CHECKED Z_3 B3 CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS O R L A N D O, F L O R I D A SANFORD, FLORIDA 1rtO. QA7 It E V I S 1 c� MV By APPR'D. PROJECT ENGINEER DATE � NO. DATE ,..Aim THRUST BLOCK SIZES__ 901 451) 22 1/2` i ,,4 - A YE C TRENCH BE N[� BF N� RFNi ai 1 TEE S ~ ' %s) BEARING AREA SO FT. MAX MIN . WIDTH COVER 2 05 SF 0.5 SF�05 SF S +05 SF OS.F 16 IN 301N __. 3 1.0 S.F 10 SF 110 SF 10 SF 1.0 SF 18 IN 30IN 4 1.2 .F 10,_ST_t0 _S,F 10_SF I,Q 18 _IN f39 IN 6 2A S F 14 S F 10 3 F 1.0 ST 1.9 S.F 2I IN 30 IN 6 _ 4.6S.F 2.5 SF 13 SF'10 S.F 3.3 SF 24 IN 30IN 1 T. SF SF 20 SF I O SF 153 SF 'S IN 13 IN. 12 IO.OSF. T S F Z._29 SF 1 5 S F 7.7 SF 8 IW. 6 IN 1 1425.E Z•� F �._�_F 16 18.5SF IO.OS.E 5.6 S.F 2.6SF '13.4S.F. 31 IN. 361N. 8 �f234S.F 12.TSF 65 S.F 33 ST '16.6SF 32 IN. + 361N. 20 28.8S F 15.6 S.F. 8.0 S.F ' 4.1 S.F. S t20.0F+33 IN. 361N 24 41.75 ?-23S.F 110.-'S F 5.95.E i29.85.F 36 IN 361N. BASED ON 11 S I SOIL B ARIING VALV 5 t PI PE C D S TOP TYPICAL TAPS • ILI _ a -4 ---BLOCK 6 HARNESS--, r -�--TBLOCK a HARNESS BLOCK ✓CL NARP.x_ NOTE AREA OF THRUST BLOCKING ON UNDISTURBED EAR-W BASED ON 2,000 PSF BEARING THRUST BLOCKS ETED JA 4TER DE•TA/Z REVISION n )DLE n 0 � t ' r t�� • � "�.w�,""�f't�'�', r.� n �, � L. 1 l��}, � �;,�`i��( 1R•,�" 'v��1 .kpb �Et is n^ � T,�y�M r' C w,. � gl� r`1"FS �5* +i�r�C� � � �,j� . w;^�epd,.:, ,;�.a :,.:,�!,•,: �,;,; . �._ �y b s. •�t.'•v � s .x ',� f�6 w':7.rs.Kt. �', '�`�t= .`3'�1ik •!�11,b y�r+�ti�a MGo� -d •�`� ��' - - ,.. �"� n*�`•� > "fir i' ^rrd'�,�'�r� 14 t+,yl, i'1vF. a'W'yy'.�M':r%S j t�.t �,`,.�y. t - "'.,T N�' '�:,r.. '�Ak' .h• ... S,)HFA(A JOINT , E XI' T N", PAVE MEN T e�.!�'��'"�� •1'x� .a� � C r (W/ + EX15 T ASPHALT Ir' CONC' SUk FACE CLEANI Y CUT W/ SAW ` T Y P 2 ( T) - ".s S. :�C._ .,� f - M ^'',�, y. x ,1� !y s�.�.F'a�•.'A'y!'yFb y,L� �,;.f ON! t s J 4" 6 i!l 14 HAP ^� I R,: `. l• , i. G„ EXIST BASE(T) 2 -0 _I 1 1/2" MIN ASPH CONC ti OR MATCH E XIST- USE 8''M'N CONC . TYPE II 5L AR ( 2500 PS 1 ) 8"MIN CONC SLAB W/ # C BARS MAT (2500 PSI) 6' O C E W JSE AF4'ROVE�D BACKFILL USE AIPPRCVE; BACKFII L E f , 0L ACED IN 8 AYFRS MPtV:TEO 'C' 98% MAX PLACED IN 5 LAYERS 1 c ' 'TY .PER AASNO T I$C COMPACT TO 95% MAX ♦ ,I D E N ' r PC k A:. . •. Hr w 2 J BACKFILL AND ROADWAY PAVEMENT DETAIL (FOR EXISTING AND PROPOSED WORK) 2'-011 w 10 ' Q �*;`c.�sN'm ""'!b.,.'�'. ,4 ' 1�'`'';:"'�•+.nn.aFrll'�",.+�'•'4r"tyc,�'�;X.9-!ssy�;` / cr 18 _ 1 I TREATED WOOD F � � • ' MARKER STAKE (TYP.) `-1 1/2" HOSE BIB ° POTABLE e (METER BOX (BY OTHERS) I c VA L U E - - - rr_? ; ; z 1 CONCRETE PAD K-COPPER m t y COPPER SERVICE TUBE _ GOOSE NECK e REQUIRED "METER (BY OTHERS) WATER d -MAIN f 3/4" MUELLER 15317 CURB STOP OR EQUAL / PLUG e f (LOCKING TYPE) 3/4" MUELLER 15008 CORD NOTE STOP OR EQUAL CONTRACTOR TO INSTALL SERVICE LINE PLAN * AND CURB STOP. METER 81 BOX BY OTHERS. MUELLER TAPPING SADDLE FIN GR TYPICAL DOMESTIC WATER SERVICE It 0 i. s ° $ CI ADJUSTABLE 1 VALVE BOX FIN GR - 2"CAP =0 2" Gc PIPE 1�� 2 900 ELL � o a THRUST / d BLOCK 2 -900 ELL METER BOX I 1 s �' 4 FROM MAIN --i 2 GATE vALVE(LOCK TYPE; ;S PIPE I L-- -- --- - - -- - 2 " G S PIPE TYPICAL BURIED VALVE INSTALLATION BLOW -OFF VALVE DETAIL OEf10Nt., APPROVED FOR DAWKINS�'ASSOCIATES, INC DAWKI IV 5 DRAMIN & ASSOCIATES. INC. CHECKED S �1 v0 CIVIL AND ENVIRONMENTAL ENGINEERS AND PLANNERS APPR•D. I►IgJECT ENGINEER RIG. PRqfa ENGR. FLTYRIDA DATE O R L A N D 0, F L 0 R 1 D A rt, w, �,�..._'�-. sk � f x x k:4,�:n.,.�E� 7-4 I VARIES � 31'��I;..(�( C 0 %�'1'� �I 1/2"G S P STOP w"I,c" rdiAIN 1•m 0 a ,.. -SHEETING 12, 0„ R/W 1 .� � EDGE OF PAVEMENT — VARIES C(L i IM 9 LOCKING RINGS J ARE REQUIRED AX 9" J STEAMER NOZZLE I U- ' TO FACE STREET MAX } m BREAKAWAY SECTION FIN iGR �_ F ILL (ABOVE GND.) Cl EXTENSION TYPE VALVE , BOX 8 LIE - -- -- — RODDED W/ CRUSHED STONE OR SYM ABOUT TEE OFF DUCK LUG COARSE GRAVEL (4CU FT MIN) W/2 �--�W W/2 : AS `NOTED MAIN EYE BOLT -- -'EXCEPT TRENCH TOM 'a _ �. • CONC ANCHOR SHAPE USING AND TOOLS (2CU FT MIN) . HALF -SECTION HALF- SECTION 6' GATE VALVE CONC STONE SHEETED TRENCH UNSH^EETED TRENCH SUPPORT BLOCK FIRE HYDRANT ASSEMBLY - TYPICAL TRENCH DETAIL EVERGREEN INDUSTRIAL PARK OATS ENGR't, PROJECT JANUARY, 1983 X01-E75-D30 SANFORD, FLORIDA SHEET NOT 8 NOT TO SCALE of 8 .,r , _ �#97r'' hl�:pi+:�. •+,3;w'x'xw 4¢S�.:i�ii2�{l�y-iw^�. _ �. �. t. s r � _ �.