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HomeMy WebLinkAbout1760 W. Airport Blvd 43 Shopping Center new constructionI c S1TE 5ENCH MARK �-rw STREET 'X" CUT IW S.E. COR. OF HEADWALL ELEV. 40.80 HEADWALL m 24"R.C.P 24" C.M.F J' a �e-to INV. 40.2Q tP�-- �� ti N.Bto �� �� �• ° TYPE 43 + TOPEL. 43.00 i1+ - `INV.EL.37.07"' 5'W/DE BERM - TOP EL-4300 - 37 373- 32'749"ERCP 9 0. 26 f=AS=MENT o / MITERED END N RETENTION POND INY. EL - 3700 90TTOM CZZY,,4T10N 9 7. 00 50' Z9%45" ERCP@ 0.00% a1 c°�Q / 0' ACC 0.0/VdERORA/N all f- CQNrr/ INLET- TYPE "G'M00/F/ED XrRu� TOPEL.JF80 /NXEL.36.97 30=29"X45"LRCf@0.32% 70'-24"138'ZfCPC�L76% s it M//-TYPE J-7 MITF`I'E.D END M/TEIfEDENO 2/5'- 32 "X 49" ERCPC@ 0. 26 Y. TOPEL. 43.20 /NY. EL. 97.00 /NY. EL. 97.00 2S /NY EL. CONST. EXTRUDED CURB Q3h N. 89' S2'20"E. 200. o, cyh� 37 ��, ® - - - 4 s` MH/NV. L L3492 '� . 43 INLET- TOP EL . 40.00 -4- INY EL . 36.02 j> w 2"Mrf,l SERY/CE-- - (SEE DETAIL SPIT. if -3 /20'32'749'ERCP6P 0.26 Y. INLET TOPEL.42.72 INK EL. 38.99, . 38.57E INLET- TOPEL .40.50 INY. EL 35 7I ' 8" MPP/N6 TEE & 8" Q GATE WLYE yY/TN BOX ti f%R£ HYDRANT QSSMz Y 4i WITH CN,GCd< YAL VE v DETECTOR VALVE Q /00'- 32"X 49" ER)p@ 26 % 25' ifAOJU.( � Mg- TYPE J-7T TOP EL. 4I.6 t INY. EL. 3545 N& W 36.02S - 30'RADIUS• 70'I4 "X 23 "ERCP 0.40 Y.- 0 INLET TOP £L . 39.5 INY. EL. 36.30 3" WJ7M SERVICE (S><E DETAIL SHT. C-3 ) \ S. 89° 52.'20" W. 583.97' �� �,,� B"PVC WATER MA/N ED6E OfIISPIMLT (NO CURB) INLET - TOP EL.'IV 9V SL'E PUCM STALL DETAIL . INY. EL. 39.67 SITE FL4N /"= 40le EX/STING MEDIAN CUT TO NORTH 5I10PP/N6 CENTER_ - iN 821++ 17"X4" TAPPIIV6 VA IE& SLEEVE MATCH EXIST. MEMENr BORE & JACK 0' STEE CAS/NG�Q 41 �Q 25'RAD/11S , ; � 60'24"RCPC� 20%b`+ INV, 38.50 1Y1TE/{ED END ''INY 38 62 MITERED END 3� 2i I. �* RELOCATE POLE �`....... -o AS REQU/RED. MITERED END ---- - IN V. EL . 38. o4 . I XX -INLET- TOPEC . 4/. 5/ /NV. EL. 37.00 tr "� 50 = ?9°X45"IfCP g 000,, �8. M/TER£D END INY. 3700 CONS 4" PYC FORCEM41A 3:I RETENTION POND SLOPE 80T,rOM rZf. G4T/ON 97. 0 20 5'W/DE' BERM- TOPEL. 43.00 --GRADE ALORCz) FI'. TO PR-UVIDE POSITIVE DPAIWAGE TO OUT PALL FIFE 00 M a l9 �5°) MI1 TDP EL. 4315 /N!! EL. 36.,x CONST. EXTRUDED CURB -11 vs mum �' a.. cn V)to 0; to ui,Q, t- 00 to . z z w C4 I z �. Q Q � 10 V� - , •.� O oC cc Q V) p p (y) -"o , ' �. Q U- Q O. � rx GL. ...� V) Y � R c.n w Lp *: m Y C4 w LL► C,Vai,-Z, NOTES w Z �.. ce GD :r .: u- <i 1. ALL WORK SHALT. COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTORS AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 2. ALL CONSTRUCTIOR SHALL BE IN ACCORDANCE WITH THESE PLANS.. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALT, CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD & 01110GE CONSTRUCTION, LATEST EDITION (F.D.O.T. SPEC:) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE ENGINEER. x 3. SITE EXCAVATION, DEMUCKING, FILLING AND COMPACTING SHADL BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. w g. ALL WATER AND SEWER SYSTEM MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD, FLORIDA PLANNING GUIDELINES FOR WATER AND SEWER" AND THE � ry FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION. 5. ALL CONSTRUCTION WITH F.D.O.T. AND SEMINOLE COUNTY RIGHTS OF WAY(S) SHALL BE IN COF'ORMANCE WITH DRIVEWAY AND UNDERGROUND UTILITY PERMITS• 0 - 6. THE ON SITE TOPOGRAPHY INFORMATION SHOWN ON THESE DRAWINGS WAS FURNISHED BY THE CLIENT. ��+-( 7. THE BOUNDARY SURVEY INFORMATION SHOWN ON THESE DRAWINGS WAS TANKEN FROM THE 1•�"� DRAWINGS PREPARED BY MASON H. WHARTON, INC., PROJECT NO. 8401.-�27, FEBRUARY 2, Via! 1984. > 8. FOR PROJECT SOA4-CONDITIONS, SEE SOILS REPORT PREPARED BY CARLANDER AND. ima%✓ ASSOCIATES, INC. DATk, 1984 (PROJECT NO. 84-590). 9. LOCATIONS, ELEVAT�✓ 4,,N DIM1✓ , SIONS OF EXISTING UTILITIES AND STRUCTURES �° ARE APPROXIMATE. IT IS 'TRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY 0 LQCATIONS,rveELEVATIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A MAIINER APPROVED BY THE UTILITY OWNER.° BE TYPE IV, 1 STORY BUILDINGS. 10. CONSTRUCTION OF BUILDINGS TO 11. DRIVEWAY AtI9 DRAINAGE PERMITS WILL.BE OBTAINED FROM SEMINOLE COUNTY, FLORIDA 12. FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION PERMITS FOR DRAINAGE, WATER AND SEWER WILL BE OBTAINED. 1 13. WATER SERVICES SHALL BE 3/4". (PRIVATE)ui •Q 14. SINGLE SANITARY SERVICES SHALL BE 4" DOUBLE SANITARY SERVICES SHALL BE 6". Z 0 V) ac DRAWN BY R. L . CHECKED LEGAL ,DESCRIPTION (FURNISHED BY CLIENT): BY K. D. is. THE NORTH 666.6 FEET OF THE WEST 623.97 FEET OF THE NORTHWEST PROJECT % OF SECTION 2. TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, NO FLORIDA, LESS ROAD 'RIGHT-OF-WAYS. CONTAINING 7.9.18 ACRES$ DATE BENCH MARK DESCRIPTION - LAKE MARY AW4E, 2 MILES NORTH OF LAKE MARY AT SHEET INTERSECTION OF 46A AND UPSALA ROAD 75 FEET. SOUTHWEST OF CHURCH,. N o IN P.I. ELEVATION 52.788. - _ Q F---�--- SITE PLAN � r DATE APPROVED ! - - �`, �, q3 NAME OF BUSINESS �,Qsba.T 61 � =i � •r.. �' ADDRESS-19-fo 1%C' 1�1 . OWNERi .� �. J v $r...� AGENTS PARKING REQUIRED. 205 SPACES PARKING PROVIDED: 220 SPACES t 3 I 0 0 lY I' it NOUNTINO , / AIM "Id HOLE E STRAP t _ WILD INLET c A I,! 9 lD D I?" Id" G i" I?" �► Top tor AvLET M.A.N yam, SKIMMER BLADE -` y:•':' �,, J4AOUNTINO STRAP D" &xr 2- 6x6x ;FIELD ILLED PLAN AND )WL"D FASTEN AiMMO STRAP /N A 114 x 2 -0" cur DOLT ALUM. PLATE � --: SECURE SKIMMER S LADE TO AWNTIA09 STRAPS WITH I/4" iYtLMNIZ90 DOLT* AW AWMESS MO TING a 12 T WUNMO STRAP 2jT STRAP NATION SKIMMER DEVICE FOR POLLUi' N CQ i FA 12 ( klA A 12C7.AQ rTVPI CONCRETE WHEEL STOP EDGE OF ASP14ALT I 4" WIDE YELLOW PAINT ( F. D.O.T TYPE T 2 YEL OW CONCRETE WUEEL STOP I2 -01, I01.O PANDICAPPEO TYPICFAL PARKING STALL DETAIL GENERAL NOTES 1. TMsa :Nets ma oesigdod far use ,. ddcnas, me dions.pare ant woos, or ariwr afaas suoiacs to Mari nMal bads -ewv aaana is awainial and is suorect to ped-a- tr,an and/of b,cyCle fraffoe. 2. iYAM all unON G grala is 104C,fied I - plans, in grate ,s ro ae not dipped w1w .ued after faa,eation. J rlieaa Inl-la nWy Da used .,In litaplita bona., Type J. Alt a, Ina 0011 and aortoar c"Mnar,a.s are to** paid for Yrids, IA* contract -It Price fat inlabtor dot) ( Type F for G J ) (J dot, Depth). to. TYPE A or B RISER TYPE A SHOWN i 2 � BAR_ I i I n 0 U° I ~ c �LI Varies a w I N x Hooks Required O O 0 C 1 0 o I U _ O tic L] w Z L N E t 1 0C y 0 . 8 ;•oaahZE vO d aJaeH,cc n o 7Z CL o,ovic)wc� C o; yQ trot c o� m� a,a;���E aJ o m I tco ; 0-:3 L.. Q - i I c a=•E c o io to v E J tJ_ i :4 HOCPS PLAN OF SLAB DIMENSIONS a QUANTITIES 0 X A B C E F G M N 75 . -7 T27 469 636' 403 8 1.22 463 L19 18 2'-10' 2 36 ' 5 12' 7 48' 5 03' 9' 1 41' 4,92 121 24 Y-5" 2.53 7.18' 9 71 ' 7 03' II' 173, •' 1.25, 5W 4-3, 2,70, 925, 1195 IA IB' 9.03 It 03' 13, - 15' 200' 2 24' Goo, 6 67 129, 36 5 -1' 2 87 11 31 135 42 6_O 3.05 1337' 1642 I 3 17 245 7.25' 1.38' 48' 6'-V 3' 22 1543 I86d' 1503' 19' 263'.•_ 2 83 783' 1.42 4 -7-8 l F Rise 1703'- i903` _ 1 8 42 1.46 60 8­67 1 3 56 19 SS 23.11 _ 3 b' 9 Sod 1' , Beveled, Or Rounded Corners O t \ , t ,, I lit ----- ---J ---- ---------sJti..L- --_ ----J-- 7 - I! 1 r �� i �'♦ i /-i � , v rpY: a4 V i 1 --�---------- --- i Concrete Stab 3' Thick, Reinforced With WWF6X6-W).4XWI4 rn� Sod TOP VIEW - SINGLE PIPE Qom 1. ��•r Concrete Convector Pipe e' Saddle Side Ditch Grade 2' -� Mat Lou Than D +M4 Bar a Utdeu APipe JarUt The Enginew 1-6, tlid� r S' Sod E 4 Slope 4 1 Miter To (LPipe or Pipes 18' And Smaller. Paid Fa i1e __.F (Pye To Be Irdudrd Under Und Prue For Mitered End Section) 2 1 For Pipes 24' And Larger. ---M---. Cloai OrunP+De Ch A 2:1 Miler: To It Pipe For Pipes 18-And Smaller SECTION I:I For Pipes 24' And Larger. CONC . (3" BRICK 3 6 1, Or 4 I 1 „ ;4 HCOPS 12" CTRS. --0 Din. For Riser ,.4 12" CTRS.'�ERT. 44 HOCPS ' -0" , 7' or 3' D I A. 81. Brick Or Concrete One Cage #5 ® 12" Ctrs. Bothwoys In Center I Of PIPE Concrete Wall T See Slab Table ALTERNATE A TYPE J FOR INLETS, MANHOLES AND JUNCTION BOXES CONCRETE MITERE® END SECTION TOP AND FLOOR SLAB TABLE TYPE J ALT. A SLAB THICKNESS ALLOWABLE OVER FILL TOP SLAB REINFORCING TOP & FLOOR SLABS I.D. MIN. MAX. 6' 8" 2' 20' 46 @ 6" CTRS. B.W. 6' 1 10" 2' 25' 1 #7 @ 6" CTRS. B.W. 7' or 8' 1011 2' 11' #7 @ 6" CTRS. B.W. L o -1 ,.- 1 e•= i s'•io�• o- j 1 j 0 in I al-- I V I 1 N�1 1 ► � �►' 1 i / e ►�1 i I a .: 11� . Sr£EL GRATE PLAN �arwediS01ota Berra I flelicuii 0a8a.saMin 'iji,#'�, d'•1o' G' t 5'-4• e� Deelma d' a 5/e' �LdL— --- 5•,• ---•ra y /' in edges N s'4't3odlw'- �� -^'ooi edgao 6J/4'Radius - C, � •1i "I Ndo. M z_ sL Fit IZ- iz a' � N 3'� o' e• 1 L E c o 2 `�J a SEcriON AA sEcr)oN Be TYPE G INLET EXTRUDED CONC.CURB t ' i <y r I -•" M.a z •i¢!/ . R 1. fi ` 7 0 ry .Q,00 a - EXTRUDED CONCRETE CURB 7W0 LANE DRIVEWAY 4�[ PARKINCY LOT z O TYPICAL PAVEMENT SECTIONS Or A7/W J U t EXIST ROAD MATCH E'LLST GRADE ,r.r.r 91 �.. _..- -- ^' -"""-^rir�'--rt��•rs. era, �(—,r; •_,_ �( "`v u.r :,iri./• .'W44G �.5 H G ET w i . t \„O P/2" TYPE 5-L ASPNAL..T TO '513% AII514?0 T-190 'OF 12" STAS. SUBGRAD6 10PS1E.B.Y. TYPICAL SECTION AIRPORT BLVD. _ ACCELERATION - DECELERATION LANES T t3 2 - 3" DIA. G. S. POSTS IMBEDDED IN CONCRETE TO SURFACE NONFUSIBLE SAFETY SERVICE DISCONNECT ALARM BELL (6" WEATHER PROOF UNIT) — AIR VENTS METER - ON BOTH SIDES OF PANEL ---- LIGHTNING ARRESTOR AHEAD OF CONTROL PANEL (GE OR EQUAL) I " HOSE BIBB WITH BACKFLOW PREVENTER OR/ HOSE BIBB VACUUM BREAKER 8A. SEE NOTE *10 ALARM LIGHT ON TOP DRIP GUARD ON TOP OF PANEL CONTROL PANEL NEMA 3R, STAINLESS STEEL, ° 2 DOORS (DEAD -FRONT PANEL ° w W. PAD LOCK a HASP) AUDIBLE ALARM SILENCER BUTTON EMERGENCY POWER RECEPTICLE (SEE BELOW) JUNCTION BOXES W./ PLIABLE GAS TIGHT SEALS o ALUMINUM BALL RACKS 3/4 ` WATER LINE —\ o HEAVY i I. LIQUID LEVEL CONTROL DUTY I o A STAINLESSI CABLES TO BE IN ONE STEEL ( i CONDUIT. PUMP POWER LIFTING CHAIN ;°- CABLES TO BE IN SEPARATE CONDUIT� POWER �, CABLE-- 2 DIA. SCH 40 STAINLESS o � I STEEL PIPE 0 A OUTLINE OF ACCESS OPENING CABLE HOLDER ALUMINUM ACCESS HATCH W/LOCKSET AND RECESSED HANDLE COAL TAR EPDXY INTERIOR OF VALVE VAULT 1_ C I b 4" D.I. VENT WITH S. S. INSECTSCREEN 8" x 8" x 16" CONC. ALUMINUM ACCESS HATCH W/LOCKSET BLK. OR CAST CONCRETE AND RECESSED HANDLE 12` ELEV. Y o P • 21' • ! EXIST GRADE a PRESSURE GAUGE PET COCK • =,�; 7VALVE NI I STANDARD FLANGED TEE W/BLIND FLANGE PLUG VALVE W/ LEVER OPERATOR -44- 6" O.0 E.W 12 1 12" MIN --- �' ��� _ �_ o "ol I CHECK - Z 4 VA LV E------------ - 0 z w o FLOOR DRAIN 12 VOLT FLOAT LIQUID B, ° W/TRAP 2 4 BARS LEVEL CONTROLS OR — --r- - -- ^- a APPROVED EQUAL , F )URED ',ONCRETE FLOOR z : ITH 6" x 6" W W M \ i I 0 MIN. 18 L.F a 1 I — _ AUDIBLE ALARM ELEV. X 8., D. I. w ELEV.Z it I _ LAG PUMP ON ELEV W a ALARM LIGHT -�' LEAD PUMP ON ELEV V _( C BOTH PUMPS OFF ELEV ALSO ALTERNATE LEAD I - 6 LAG SEQUENCE ELEV. T so" GROUT t o a 4 v v s a r Ni Z v p '6-12 0 C. E.` W. � GRAVEL`\ �oK wl 3/4 m x I I" ANCHOR BOLTS TO EXTEND 7" INTO BASE 11, 2� MIN. /CAPPED NIPPLE AND VALVE FOR PRESSURE GAUGE 111 , p 4. = z 0 -O �- / �- FLEXIBLE O/ COUPLINGS -- — DUCTILE IRON IPE Li Lr PLUG VALVE EMERGENCY PUMP CONNECTION VALVE VAULT 3 `D. I. FLOOR DRAIN PLAN NO SCALE SECTION A —A NO SCALE DUCTILE IRON PIPE (M.J.) SHUTOFF PLUG VALVE :� - PVC F. M. 0 to SHUT OFF PLUG VALVE LIFT STATION DATA PUMPING STATIONS DIMENSIONS ELEV. AT CONS.T7, DIM A � DIM B DIM C 12" DIM D DIM E DIM F DIM G DIM H 6'-0" MIN. DIM J DIM K 4'-8" MIN. ELEV T 29.28 ELEV U ELEV V 32.78 ELEV W 34.2 B ELEV X 3 4, 78 ELEV Y 475.00 ELEV Z 34.28 PER PUMP MANUFACTURERS REQUIREMENTS i GENERAL NOTES: I. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH EP214 EPDXIMAST TYPE 351 INSIDE AND OUT. (TWO COATS, 9 MILS EACH) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. PRESSURE GUAGE SHALL BE STAINLESS STEEL, WITH STAINLESS STEEL DIAPHRAGM 4 1 /2" DIAL. AND RANGE FROM 0-60 PS.I. GUAGE SHALL BE ASHCROFT OR APPROVED EQUAL. 5. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPES AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 6. VALVE VAULT SHALL HAVE SEALED FLOOR a DRAIN. 7 ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. 8. PUMP LIFTING CHAIN SHALL BE MINIMUM 3/8" STAINLESS STEEL CHAIN. 9. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. 10 VACUUM BREAKERS OR BACKFLOW PREVENTERS SHALL MEET THE REQUIREMENTS OF THE UTILITY SUPPLYING WATER. 11. CHECK VALVES SHALL BE LEVER AND SPRING TYPE AS MANUFACTURED BY KENNEDY, M a H, OR APPROVED EQUAL. 12. WET WELL a VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK AS SUPPLIED BY FLYGT CORP. OR EQUAL. SIZE AS REQUIRED BY PUMP MANUFACTURER. 13. PLUG VALVE SHALL BE DEZURIK, HOMESTEAD OR APPROVED EQUAL. 4 FLEXIBLE COUPLING SHALL BE SLEEVE TYPE, DRESSER STYLE 38, SMITH BLAIR 413 OR APPROVED EQUAL. 5 PUMPS SHALL BE: MANUFACTURER: FLYGT ; MODEL: 3101 ;IMP# �*'3g- DIA.: M M; SPEED: I?SO RPM; DISCHARGE SI ZE : —4_ IN; VOLTAGE' , HZ ;PHASE' ; HP: 5 ;MIN SOLID SIZE- VIZ IN. —OR— MANUFACTURER: Ag5 ;MODEL: AF 30 ;IMP# CBC,IA piA :TRINIM M M; SPEED: I(S2 RPM; DISCHARGE SIZE: 4- IN; VOLTAGE: ',HZ r o ;PHASE* 3 HP: ,MIN SOLID SIZE'. IN. , 16. OPERATING CONDITIONS SHALL BE I_GO GPM AT 32 FEET TDH. i m �- sOD - r� n N. 5v?.0" Ea. ��.r��irt• �.a'rirS�'I�r'rj'.�� i .n5pp - ---- --- - ----- 50D /-- 50D 5()D —•. w go L Fl N D 5 G R P E P L R N NO RTH o�a ro L9 F- a 11r P 6 R N T h t 5 T RkRhK QTY. MTR N I QR6 MR& t1t l R f1 K� JT 4G JUN IPTIaA -Mr\U6UbR -?' (1\IN . \\R I i W Gfl WFO Rh RGA�► t'�UbP�Ufi\ �a 'T' am-1Ul i ilZ" GAI,IPGA l..l 5 5 Z U I G STFI [\1 P1D 84. RTjR6FAR F,4- TO 30' GU 15 1115f.PING ESDTf6fab iUM 7' MIN. in i i a- GR<�IPlaP\ 5 F 5 SRM6 PRO 8' -TO to.' 55P L5Q 516U�h 5UNMF l,MM, I Gfll,. UAF S 5 GnNU5 fL.D?110 l 'oammp6q% RC, l' [t1lN. 1Vl i 18" GflI,IP ,fit GhN EthRLA N13T E5 L. 96U PI,RUT5 5H'R6L. D. MhMR GnIRDI; #i ors UA71ah . a. RI,L. PLARN15 SHRUA MA [1\I1UMA50 1111N U TO 3" GYPhf55 DRhv\ i11u6uh. 3. 50D b"Fi6 , EMA URHIR. 4. FLoRNT5 5NE166 lbta 30" RFRhT I11flX . 5. �,XIST ING Tfi�ti' S R�.OUND P�[11(1\�T�,PS, 111RY�G MRMTRIM D 1N WS;U DF Tf\ft' S FIND -t iMUMA'I( R5 50UN ON PL.RN . SITE BENCH :MARK 'X" CuT IW' S.E. COR• OF HI*ADWALL El-EV. 40.SQ ,6Ia 4'� ete Q 24'Ft.C.P .. iAe 24' C.M.P. - -� - INV. ao.Zo TYPE J-7 TOPEL. 43,00 INY.EL,5Z07' 5' W/pf BERM- TOPEL. 4'3.00 o 0 ,t N 25' • 0�4 �Q. ' b - 32 X 49 ERCPC' . 26/0 MM- TYPE J 7 INSIRLL VAB" X4" TEE. 4" TOPL-L. 45..0 t r _11L VRLVE W M 5OX RM� INV EL. 36. 7 NXS c) 4" PVC 5PhIN U7� LING INY EL.36 E � -i�r URCT MU U0TIMA T9 Q r4 6E� VC>'�IFIE.D DY WKIRMEh 30'32"X4 `ERCP@0.32% CQRThKTQP\ a 1 / M/l- TYPE J- 7- 220-'32"X49"I'M10 �0.Z6% TOP, L 43.0 # ANY EL •' 36.59 ' CNVST. EX TBUD£D CURB N. 8`�� S2'20"E. Y� zoo. 0, i INL ET- TOP R_ 40.00 INY E�L . 36.09 > <' W ' ,. . �„iYRI'Elf SERVICE i r ) ® t $,cE DETAIL SHL C.-37777 < l - IZ0=32".Y47`f PCw 0.26. Y. 7777 JMET TOP E•L . 42, 72 INY. EL. 38.99J, 38.57E INLET- TOPAZ .40.50 y Ina .35.I1 ,,, - ` B" TAPPIN6 TEE 1 6" GAIE YALYE WITNBOX fIRF NYDR,4NT ASS Y ' ' W W /T11 CNECIIY,4LVE v DETECTOR VALVE Q /O0 `- 32 "X 49" ERCPC� 26 � PS`liADIU.� 419-TYPcr`J-7T ` TOPEL. �l/6 t INY. EI - J545 N4 W .OZS " 91•X 601, C M INLET- TOP EL . 39. S � INY. EL. 96. 30 { 3" WATER S&I YICE' (Mr DETAIL S11 C-3') y r_ .o X Es -rA STR E ET �tQ q^ a 1� iV. 8c) SV 20"E. ti'w*�_ N. �fo° 2Fi� 33'� a0 cv� DRAINAGE E6ISEMENT- 43 _ 37 ---- r, tn 373'- 37'749"E-RCP @ 0.26 MITERED END RfTENT/ON POND INY. EL . 9700 d07T0M FZlY0f10N 3700 / 50=Z9'X45" ERCP@ 0.00,' /0" A0S UN ERIIRA/N /50'- @ 0.I0 0 Txr>;'u • AL ET- TYPE "G " W/T,4 SKIMMER tTOP EL , J3 ,80 IN!/ EL, 36. 97 20`-29"X�5"ERCPC� 0.32% - MIT00 END oPE /NlIEL. J7,00 0 _ 37 Mf(-NY EL. M 9Z a3 TItFtL'/;�69R 9 f EXISTING MED/AN CUT TO NORTH SyOPPING CENTER. F M -- FM 82« IZ"X 4 " TAPPIM VAL E &SLEEVE MATCH EXIST. PAVEMENBORE & JACK IZ" STEE CAS/NGtAQ 25'R9D/US �< •�25'KAD/US �°j INY, 38.50 • 60' 24"RCPC� . 20 %�{ NIT£RED END M/TEKED END _ RELOCATE POLE ----INLET- TOPEL . 4L5/ INY. EL. 37.00 50' 9"X45"RCP OOL N17',ERED END INY 37,00 MNST. 4" PYC FORCEMA//Y 30' R€T€NrION POND SLOPE ,60TT01HEZZ'Y,,4T/0N 97, X 55=24"X36"ERCP9 2.24% / - MITERED END INY. 37.00 3al 0 26 M AS REQU/RED. MITERED END /A/V. EL. 38.09- 5' GY/DE BERM- MPEL. 43.00 i d •� ItJ \ M z \gyp y cs w 00 z LLJ h � 5 N i�j �"� o `L z � 1 d z oN c +�' Q W u CV ,� O J 10 t _ W pp� V)Lo a. -- O w lz Q ul Q a M � a 0 Z _ 0 c� M Q < Q U - O ' a � � a v) V ui c w w m w w y 0 1-- Z 'NOTES u j to z O 1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTORS AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO�� FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION (F.D.O.T. SPEC,) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE F.0-0 APPROVED BY THE ENGINEER,Ll 3. SITE EXCAVATION, DEMUCKING, FILLING AND COMPACTING SHALL BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS, j� 4. ALL WATER AND SEWER SYSTEM MATERIALS AND APPURTENANCES.SHALL CONFORM TO AND ui SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD, FLORIDA PLANNING GUIDELINES FOR WATER AND SEWER" AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION. z 5. ALL CONSTRUCTION WITH F.D.O.T. AND SEMINOLE COUNTY RIGHTS OF WAY(S) SHALL BE IN COFORMANCE WITH DRIVEWAY AND UNDERGROUND UTILITY PERMITS. 6. THE ON SITE TOPOGRAPHY INFORMATION SHOWN ON THESE DRAWINGS WAS FURNISHED BY THE CLIENT. 7. THE BOUNDARY SURVEY INFORMATION SHOWN ON THESE DRAWINGS WAS TANKEN FROM THE° ,.i DRAWINGS PREPARED BY MASON H. WHARTON, INC., PROJECT NO. 8401-27, FEBRUARY 2, �'r ui 1984. >� 8. FOR PROJECT SOIL CONDITIONS, SEE SOILS REPORT PREPARED `BY CARLANDER AND ASSOCIATES, INC. DATED MAY, 1984 (PROJECT NO. 84-590). 9. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY O LOCATIONS, ELEVATIONS APID DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A MAIINER APPROVED BY THE UTILITY OWNER. 10. CONSTRUCTION OF BUILDINGS TO BE TYPE IV, 1 STORY BUILDINGS. .o.... 11. DRIVEWAY A119 DRAINAGE PERMITS WILL BE OBTAINED FROM SEMINOLE COUNTY, FLORIDA 12. FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION PERMITS FOR DRAINAGE, WATER AND SEWER WILL BE OBTAINED. NEW w 13. WATER SERVICES SHALL BE 3/4". (PRIVATE) W Q w ? 14. SINGLE SANITARY SERVICES SHALL BE 4" DOUBLE SANITARY SERVICES to Q SHALL BE 6". Z O > QCie \, o Q PARKING REQUIRED: ZZ3 SPACES PARKING PROVIDED: 224 SPACES LEGAL DESCRIPTION (FURNISHED BY CLIENT): THE NORTH 666.6 FEET OF THE WEST 623.97 FEET OF THE NORTHWEST k OF SECTION 21 TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, LESS ROAD'RIGHT-OF-WAYS. CONTAINING 7,918 ACRES. DRAWN BY f.L L. 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I lq�v - " . , I I� I. , -, I., 11 i, . I _� _k -It,'ftr�"v " �' , " ,� " -I � I I � I � I � I , +;., . � ,4 . . � MIN Bd x MAX DIM OF BELL+B'(UNSHEETED il 11� .1 �", ,,���,li",I�L-�-',','����,�i��,,"����*��,, , ,� n .1,-.1' ".- , -, 'l ..,,;-i .1 I, _ . I I I BRACING . - . I ,_�;. , � , -1 I . . - I I I ,'It �1,, - . � 4 , p�L­­­ ­,­­ --�I'����-���,�"'�,,.,.%i�.T-F,.J.F k `��.­ �:, - , ,,,-,-,.,, j � , ?, , � ,��,�l-t.11,1�;,��;,�l',�r�-,I�+�i� �,- "'. ­1' ­ ­c � l; � - " - I ,10 . I ". � I I . I . . . I TRENCH):,MAX DIM OF BELL +12'(SHEETeD I . . 'i 2- NON PENETRATING PICK HOLES - , . � _ . . I I .. . . . ­ I , , '!'�:, `�,!l�,',,,, ,�Z -j , , , I 1. .1 . "" 17 , , I I . -" ,�,lj-,�� , .X,, -� ,,� , � �NC4,,+. -','�� —,�; E, 0 ( � - I . . I I .,A I , , , -?ri, ., ,J �! . . I / 'Y v,�V')?�'.7,, 'l; ,,,� )'� ilo�� N­, , - , �. I � I & ­.�, ,?�, V�,� � ,,, IEI,�O l.. ,� � � , , , '. ,,�, , ,,% I, TRENCH) 7 COMPACTED 8ACKFILL . , _"-'­, , ­ ­.�� , ; i - . . I . OjUp',',�Iil�li;Vl� nx I "�'.� , ��%,�11 ,.�,,,��, I , ,,,�, l" �, �.,., �,,� ijej.,,y � :�. .. I . . . . . � , ,, �,,,�i ,lYf UTj"s", ., _ ­;e',, ` CROSSCUT i -CONC THRUST . . I � � ,4 0 /11, -, m - l'i .: � ,'� " , I I � ". TH FOR REMOVAL OF UNSUILTAP "i I 1�,�, 11;�; �, ", .. . , I P 12. a rl,V,1131.1 .; ­��J, i�-,�,.,��Ify, ­ -.�-,�,l,,,F! 1,,t,j��, , , , " "', I I I ,�!--.,�, . . 1� : I I I I I � I , "Al; .":" ,�;-,�:,�t' f, , �`,�'� I - � � , , - ." � ,� �. ­. - " - I . , I 1 2- 0 E - LE Aq SPECIFIED FOR 1 12" MIN A It' � -, .? ­� �?P, , " 1,1, �`�: .. , 11 � . I I " ":.? - �- _\, I ,'Zi .1 - . I, , � U P.,0,5 PT, 1, - � - BLOCK(TY15) � IL '0�_r"-�,,,,�!!, V, -1. . 17- ' .t' - - I 11 1, I - I I '. (E� ' '; ' , , ; l�il% . MATERIAL SHALL -BE AS REd'D TO ' REACH BEDDING TYPE I � " , � �' �, .; P --,I',,,;,;4 �,t7,,!: 11 �, ' '� ' ' '1��",,�,, ",­­ ,�14i, :11 �, 11 Ly - ,. ,� ., 1, .. I 0- it., � .. - . . I - __Z' FP"I,iU)�A-Ifitil-t�-�l,,�7..i��.�,, , ;'�;�'."tf, -1 41?:l;"j. *. � - UNOISTURBED�' .`­ - " !Jj,,��, .,,!.T.,',:,':7",,,',Y "". �, , ,�, �,:J, ��, "". - - ­ ' - , SUITABLE FOUNDATION. FOR NQN-CUSHIONtNG PIPE BELL In '.,- " ,,� ,Z, � - A. � �­... � -% ' P, I . ' , . I � 11 -_ I t. f, �­ 1, 4 ­ I - I w It- 1�,`_R',,�V,: �,-'��,, P��i:� . I �� " , . . it , '"V:'.f..c. � , � . - " � MATERIAL: (T Y I --------------- 1.11__,;;,11�� . I . I I SHALL 11 I �,') ,� ,� ", �! �1� - . .1 , v g- A .41 11; �.�A-'4-,,�:-_,� � I I MATERIAL.. DEPTH BE 6` BELOW I I - "l:,"'Wil si­', , :: � � � �� , I . '. . , �# 11 , V�lj 111&', !�,_�',��'�_, 1 1 %�, I . . % SHEE TING I , ,��.I.kiRtJS�T-,i,'!,--'.7p���'. l�%=_ ". t . � : ..;--- . , � . � # , I . I 1. ; . 0 . ,�,, . � BOTTOM OF UTILITY . � ,��"A'�i"�,41�,'�"�V�tj-+,-,,,,-,�,:, 11%.- "I - " _­ . ­ . -0,-- 11 I ____ RY :.-- . - - '' ­3 � . � ,, ­� ""­,--�, ", . 1. �, .. � I . , ,­ .. 1- I ." I . � " - P I I . . . I SANITARY . � �,­�.,-wq�,-t4 ...... ;i-,_�rr� :,-��-�,,,�,�.-�k,�,',�,��-�,+e,-,�i�,'if'+�,"��l'.�,- '? 41- . + __L__ - �_ , 6� " ,� , l, �..�� i � �.' , ­ '', . . I . . I . I � i'lr� _1't­y;_ I .. - � � ki��_ 3 SHEETING SHALL BE DRIVEN BELOW THE . 3, � -­ - - " - ._ , � t,�Fi­�, I, . ': I . - .� 11 1 `7 1 ., I I I I .., 't" . I : � I J , , , '�'+ � .t , � ""',,, - , . v I �f, t--,�.�;11, ,` 3 �, ,.� I, l., ;_v-,^,�. ,e.� ,­��'.,' ,.� 7, .. .." � I � I I � I z,�;'�:V , � I- �, , '' � - �.� .. , . . I . '. IF FOR LATERAL '--- - � 1� ­,,,,�,�a x".'"', ,',I',' `;%_�kl�i6 '­ ' �-,: �A i : , I . - 1. I * I <1 ­r., - "" , I . . I � . � " I � ��,,'.�, �R , 1?­p"":-,""",�i" i I � UTILITY INVERT REQUIRED , - �, I -"-i?.�,X;;"-t'�'�,."i'��P��,'i !`,�li­-TITT NG - , !' , � . I . - , I 0 ��_ , ,ii � ,tv ','�, li - , '; � . �j . "'..,­." ',-, , ", ,A­l,','�" " " , ,.� . I � ?4,1��,�,, fK141y, ;4',,J�, �.", � � �L, , . - :1 ""' ':� , ; 41 . . . . � i SUPPORT 09 UNSUITABLE MATERIAL I/ ,��", l, ��";,-"�,��,.�,;%,, 0,i4 � ; � 1 , I � .I %\ � "', � ­­1 I "."I",- , .": �,_�".!:� '' .I I � I 1� 18 I � �, ., KRVIST BLOCK � I ,7� I I . e \\ "I .#l�.1­411,k J,4' ,,��,.,�l,�,�-,,F�,��"1-k,�l,,.-,-+,,;.!"�,,�., ,�.Ie.�01' " 11 - 4 � REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, . / N\ T! �, , , � � �;"._' ,,, , , , � ' - , AREA (SO: FT I ,' P� I '.I', .1.., -­ I . I I .. . 0 ' � _,�4­ ��'-' �64 ,'��, \,. , , , ' I I'MfN . . . I . �'.N �-�W.'�'.IIFI�X� Vl',�',`111 l" � ,�;,�?. -,� " , _L . WOOD FORM BOARD SHEETING SHALL BE CUT OFF A MIN. 6F-- . t 2 �� I. �'­�, �;U�11­,� E -­�/ ' 0 -15,4i'!N, -�,I�­ ,�,-,i;,���*.i�"..�,�,,�lt",,- COR I T I �,, RET , - ,J­g. .;­.�_,�', ',.,,�­ . - " , : � � l , � BEHIN BELL SHALL / . i_,� ­W-, A;,41!�`l')KI.. , !'I i 1, , X, � I It, Y,�4:` li,­,,�I�t-ii '' ; , �A 0 8, Bloc 1) IZ'ABQVE TOP OF PIPE, OR HIGHER AS . / , , "' `111" � - 11,1�.,�.­;­ .. - ­1 __ � . -, 1- 1,'­�l, , .'.�,�. , - - ,-, ., - 1, � ,,.-,,�-, 'J'�' 1,l '' , .. I _.__ �p i�., � , , - %, . I . . ��-V,�'j� ,,tPi.�-,,'�,'.�, ( i'� L � �.­, I - �j�(�, . jo�, V, . ...... .5 . ­ 11 " , ­f,:� '. : . I � NOT INTERFERE AUTHORIZED BY THE ENGINEER, AND LEFT I '' I - . IT , i,,I' ,� '�; L,r;�,�,'Ii�';jt',��,"*, ,;��:?t �� 11 ... I � .+ . I - �'lit' IV, � ;� � �'�D TRENCH - `�'Lfe'­, - , Pir , ", ,��__�', , � ,� I WITH JOINT IT YPI E .G �� OF � (SEE NOTE I� lq'­ ,,,��', ,'� ­f ,u " M.'', I , 3��,�.,,-­il�t 1, , - '�?,o �� � - - I _ I ��­` SHALL I ... , . 0 1 1 7 , i ,�,�'l'i�,�t � L : IN PLACE. IN NO CASE SHEETING �,�eo ,4,���� � lt'�`-_,� ..il "',�`,�',",� r -,',,�'.� i,­�,i��"" r 'YPICAJ , ! �-. ,,, -��,��t,,Ft.,�� � %-�-�, � I I """Vel�,%, 'j, j_�-,,;,W-',' �i!'ii ,':; �T I � I , - ,,�' � ",; t­,��: � ,t4l.,:l ,,,,� :: �-, :', I - j, _- - , . . 11 I I . . (T -) ,,, �-- _­'� � -, �� L,q-.7--rk,,,__,��, ;,,q.�­ 114 III.-, _ . I ­ I . I I LEFT IN P6%CE EXTEND HIGHER THAN 30" PROTECTIVE CONCRETE SLAI!I SHEETED TRENCH . �,;-,,� , 1� '1� %'�l , it"Li; �� " �.. - - -17 5r; _� L ' `�:. �,' . . . . , 1� - - -, " V. . F �, , "t I , , I � .,�­ �4";,�, � l�,�,' ��L , ,.)�_ . . .� � , , ,� - :- kj,: - 41�', - ­'4- . t "", , " . . I I I � �ii, �� , , , �, " , " �.. ,.,7,',- ". 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MANHOLE FRAME aCOVER SHALL I . � I V) FF!�E­N?TE 1) i BE N1 430,(FRAME WT 255- - . I _j COVER WT 1-300). AS MANUFACTURED _j _j r i � BY US. FOUNDRY Ek MFG. CORP. OR I i COMPACTED BACKFILL' 49< UJI I , '� ' 4"'�'N'j FWCOMPAC " -7 — COMPACTED I I ( t*_ �c _j APPROVED EQUAL. � , D y N . I SELECT MATERIA Be . 3:1`_ - uIx . . I I I I . z W co � . . -1 22 4;( COVER) 0. MACHINE (4 MIR I W> O� COMPACTED BACKFILL 011 7 .. i 2 15A 6'(F RAME) MATING . __ 0C vy I :rc I - U PIPE / i,-< 41 � COMPACTED SELECT . I SURFAr-E 5 PP L _j MATERIAL 1 I .1, ­1111 7 .401ELL I Bc/4 WMIN) 4:r 2cyi - 1111tr I I I , � � i _ I . I - 2 " ., ______ - - - ig ------------ I , . C52NCRETE // I N- .., Yvv) I ,-COMPACTED GRANULAR I I . i,- Z _j . ,,- / k � *­ . . jxw-J PIPE BELL BEDDING MATERIAL f. * , I wix< 20,/8" Be/ I , . A\ ,� Bc,'2 > �- 39 _­ I � -1 t'., � �V,� I I 1. -i , - I r . _I ,� , / , D_ I � � 2 -r_,,, - %-!,� -, , Be/ 4 (4" MIN) I ., 11 I '. r , � q D . I p �s_ I'll- I 11 , '­ ,� -'i � -rr- '. � � . �.. 11 I . - 11�.. .. T­` ",".", . �, � - . e ".. � , - Z. � � . Bc/4 (4 MIN) . , -, T. I ­ , , . . UNDISTUR BED .. , � �t­,. , ;z; � . I I . I I __­-­�",''� 0;"'T.U.'e� TKlPLU0,,,, " � �:* ., I , , 24 dl­ v,r' , t,� e. � .� , ; : , . I 11 I I I . , ! .,�,,�',,,�:�-,,-,,���,�,�,,�,���i',',',',,���.�.I.�� ,7".''", _ _ . . I n , __� �,�,�_.t! . - . � , " t'. , � Sok _____ . I , SEE NOTE 2) L "'­ �,�"",,�"�,,-�:"",�,,�'.1��.",��?"J""�.".:,".� , � '' , � , 7�,:, 1; -,, - , ,, - � I -1 . 1`11!��"­:f�`Ol "�"I,*�,50'!J­",�'�_'­. 11 j_', ,�''.-I;''.6, � , , , , I THRUST BLOCK NOTES . � -Ir- _­` - . , . , It , ,� , " - , UNDISTURBED SOIL , � ,, 1�1 �j ;, - " 1, , ", I' I " t, - , '. �, . , . ; . I ­,�.� 'i,',,���,,,'���',�,,',',,�.,,.,- "I "'­ I I . _�� , , __1 �, ,�,­,, , 4,`�­­','�.�!- .. � '. - .., � I . . . " -1,�;��;�.L�*�.",��,,�,�,-,.�', I , ,� � ."! �% ''I - . . I , 11 �". ", ,­.­,:::w" ,`.,J�. Bc/8(4*'MIN) Q6 Be �,�,`J,Z �,"_'.­'il""�,,� , . _ I �,;,� ". I I . " - - ..." " I I � � . � :" _ � ,.- . , I I . � I -t � l�L, 1,;��,�, . - . � I � . 315 - ." .W. , � , - . ��_,�­li; . , �; . . 1, I . � . (TOTAL I 6 %e"­i.,�,,,-,i��,--;?,�� , .. ,�."���"..""�-z�-,;_�-.1��%�"I'l�'I � � : "; �_,, -.; , I .1 . . I - � - , _�i '� � .'.. , , "'� '. , . I . BEDDING MATERIAL I � , _W'im,,:_ - , I � . " -��_ j'!.,�, . . I � .. I I . �'�_ ---A', l..4__:,'�-�.��:",i " �,, _�_,�:Il,,' .%', . � I ,',I I " . .,�At-l�it.li",�""il;",i"."'. ­­ . 11 �, , 1. � � . ­_­.l?,­ � � , . . . I .11�,�",:,�."�,�.�,��-�,�i;,",� "'l, ;!,? - ,� _ 11 1�',�. '� i 11,1:T�RUS,T BLOCK ,BEARING ,AREAS SMALL BE POURED AGAINST ' , .. � I , , ­:­;- Z . . ANULAR BEDDING " "i", � � j''. , , , , �, � � , �, . -TVRaE 0 ATE ­ , , r I � , a . 4,-,�� L I� ,­��'- .�, ,� 1�:L.- � .". l�. 11"­'. . ,�o ',:' I -,.� , , . . i RIALl :' j CONCRETE CRADLE CONgRETE AfICH ENCASEMENT NORMAL TRENCH OR - " . , �, � "'; ,-lt " � " ,1�1 ;, 1, I- , "I , - , , ,,,tl­-,1­ � ­ � X�'..�. I ,t �.. . . � , ­, -, ,�, �, I ,' - "'; , , ' , ­qNp�� M WHERE TRENCH WALL HAS' BEEN vai.. ll 11 _ __ ___ -.I. , " �, ,,,�� � - �. 1. � -_ _'�L A.S S I .�,,t,� -:":�ow"4 , ,::�:,-�'j ";­t�l z�, - , , ,�! , , . I - �A, , _: �� �, I . ", I "", �,', _� "; , I . . . . 11 . I � I.. OISTU 80, EXCAVAf E � ALL.:� LOOSE MATERIAL AND EXTEND C '��',';.�'�",�*.,*,,��,;,���!�,��.��',-'�,'!I - , I z�, �: - ! I �;­ '�;'� r -, - , ! .. I . .: - , - - , ;,­ `i. p, .. " , �_ : I . �. ::�,':,. , , - I _� I � - .1 . . I . ;�_:, ; ;1 . I " . I . '. __�,%'�',;,i�.f;-�.�ip­, � " ,., _� . . . :-,.,. 11 " " ". I '.. - I "I": 1 P:", ��- - .% �. ', J. " 1. 1, � � I'. - , T�9,11_11., I I I I - tjopl STUROED - MATERIAL - . . "A" QEDDING - SPECIAL CONDITIQU - NORMAL CONDITIONS . I 1­)',�,,a;f,;-� ­,��', '­;,,.­­-. �A TO ��.'�'�_i� ,!­ 1­,i,_'__ .� �� . -1 I I . � - � I CL SS . - , , , t%' ,,�� ­­," ',.j",-�_,�_, "", tA .!�, , - "f I I I � . . STANDARD MANHOLE FRAME a COVER � L � , � , �', - 4&'1�;, - , - ' , I � I . - . I BEDDING ­;�,!� ?"'". _­., , -. -,;�,,,­,-_-� ., " �', . . . ,T _�t�;�:. . ',l.','�kw1A; � ". r..,-',4;,.­", l*; . ,:� �, ". ,I , I ". , ' - I ` - �"­' T", ,� '' "' ,* . 1. - .�,L � ' , � I , , " � � _' � . , , ". ."­­ , ,l�. , I , " , , , , , r � ,�, , ,, I t : � I : I . I - - �," '�. I I I ,�. � . I. i.�,"4�&:j., ,,`Y.��':� ­�'� . �,�, � ; '. 1, �; , �",..',;! . P �. 11;1 I i � 1. � I 2, EXTENQ THRUST BLOCK , �'UCL LE,NTH OF FITTINGS PUT . � 1, - , I . ,�`�� �-ll4,,,-,,0­,-,jlF,!;�' ,"I'- � �; � "! i., . . � ,. I I " ' '; .1 � I , . I , f;­Yj'_1:;'­_ ­,,'� ,."., , , " I, P: , . �; BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE I . � _11�' . - - , , l'; � 1: -­ �)j I*, .,��..L, l. ', , L.- ,, /._ r, �. ., � * ; I , ­ ., � I l .1 I I , � '4�i�j".�. , _�, _ -- , __�. I � .. - - _1:11 __ .I- , " ,-: I _: , , I , JOINTS -SHALL NOT BE OVERED BY THRUST - BLOCK "I.��-.*z,-,�*.�;,-�l,;,,��',;*'���'l.��,.� . ",, ." %.,--^ � : � q, . C - ..., " _­.."%'1'­', " -, .. . _At '. ll�:. j,"".., _1 .__� �, � , : . ; , ; '' , V`Iil',�',_, '11.X1t�Vl.'i­1' , � I - , , , i-,, � ,� - - ,�';�; � � , l, �,.�,!, " - --' �� . - �'�:,-�� 1'i�,�"&,e , j,,i4�, �__,_ �, �._4, " ", v �� I I i f, �1:1:��, I x , - � ,;, 1. � " ;,, " . I- , � , � . . . - L ' . � �, : .4i, 4.;'J"'o,�, ." I I ' � - . � - - '. ,; . - - ,��,.Ib, �� -, .,. �, - - � --Li � ' `OH 'EILOC I - �y..3'1_� - , . - , '�l'�,; - , � "'. - I�kOQ, KING' FORMS SHALL BE USED ALONG SIDES I " � , �, f " �,, 't * " _ ;---- " __-,_v - - , - - � " �:' � - - � . , ,- 77—: . . . ?,�,',� !,�� li'll", jli ,!. -:, . , �� . '. 'j­, ­­� ­,., . , , - �t��fT I I ., � . � , � l'' _t;; , 1� I'll. I .� . I I � ,:!"`�',�:��l.�, - -, . - . 1. 1- .1 - -.'.' ":_ b I".., I " ,� 1, I . . I I I b, . . _b. , � ., I I � �� 4 - '. I �, ..L, � 'i, �., . :, I 1. - - , . . , ;i, `,:�i,`, " j.�";� � " , , b �- �,-, - , ,,,, �:' . . i� I- - . . . j . Il.l-, �,'��, .. J1, 1� ". . I . ".. i �, """ " � � . I I . ­. I . . :�� QF THRUST BLOCKS PIPE 8 E 0 D I N G AND IT R E N C H I N G I . . '� ""I", " I '' I I I :1 I �!'' �, .. - - _�.,�� 'ill,14�1�V, ­_ - b . 11 . ',�� '�' r, , "', I , � � , �, ' , . - � I I . L.. I . . I — . ,1�4` l,;�!�,�`t �;,' ,,, ,,,�� ", : . I : 77 , 1, I w'�'.-'l ", " 1, 'll""", "'11- , . I I z'�`�,� " � ��:f M , , . . I .1.1 ";�, ­­'A��, �,:' ,IL.�:` ,:" � " , :,., ,�,-b 1, �,:; . , � I ! I I 1, " , " l -1. , , " "", ". ,, � 1, � 'j"o, TIjTJST I � I " .,-,I ',Lj,";� � , * ;.!, � .. � , '. 11 �, .�, I . ALOCKS l SHALL B,E,USED IN COMBIWATION, AS I . 'L. I . , I 1, . , I I - ,,,,�,--i,.,..r�',k�,�.,,�.---,��-, I I . - - , I I . I � I .", -1 , : . � �._ . .;, _. 1%; , . . ,� . b :.; 11REQUI f - . i;.1 .C." -'�P4 ,,, , A I . � . , * . .. ,RED.TQ.SVI . ��'..�;b�'���,--;,�,.,.�-�,$,,5-.,,-.,;;. Ir, ),,j wt, - - � _ � w �iol"`._ I _�', , � � . � -b , THE SPECIFIC FITTING ARRANGEMENT PRECUT (SAWED) V C. 111.�.­ ��'i, ft 1. � L . . I I .. � . I . � I I � ", ­­:­,,.��; , t�:ll . BELL -END 0 ,,�-,,­,,,,�`,, -,,,�­�­v,�t � ­-r , , ., , ., .. l. . I L." . I .. I I 1 7, 1.4i il�l I I �r I-w � I I � ", , . " �, � �.. � , " 1,�.. , 'i - � 1. . - . � �, �, I HALF -PIPE C�HANNEL , j 1, �'i�,� -.lil", , , ,� ! 4�,,`_, 1 I _. .. ! I I I ,:,"�, � -,�q�,rj'�,,., ''�, '_'� ,, e-f, �t- _'. �, � . 5 ALTE,R,NATE DESIGNED RESTRAINING SYSTEMS SHALL BE PIPE PIECES ." '' . ­1 14, -11;�1111_ 5. � , � 4'.1.11 11 -1, - . I . - . I I r . FOR FLOW THROUGH ,,�­,�, ��-4,lljl F.,,�t­' , . � . . ,. I . l; . I . . :1�-'�:.��t',,,k*,',,�"?,�,�"rl�"Z"� ­t0l­ il�,', 1� ". . �� ., . " .� PROVIDED ,WHERE STANDARD THRUST- BLOCKING IS NOT . MANHOLE MAY BE USED Li i �,�,� .� � , � ! - ,�, . I � . I . , - (TYPICAL) , I'l: , �,' �.. 'C�­:" . . I I - I,.: . I . I . ,,,, L,�:�:,`�..­�,:,��­, . I I �. I � � , " , ., 1 Z.'z� - . , � � � I , , , �. , , _�l -�t 'r."I . . I I -, if�,� ,�,�,.,Cl,�A �.�, , ,V ; . . I . � , �� , - �.' " � , , � " SUITABLE., AND /OR SOIL� RESISTANCE BEARING IS LESS THAN ,�'.,. 1,ttiv­-?� e�, I - ", 7,*.�li:�,` " ..; , , . I I I 11 11 1, WOO 'P$F. - 4 �, -,it, , _­&­­�_,,-�,.;,�,�', .,'-TEE:'-` - I . � 1?�!�o .1-1,;��j.��,�,'i,�,,,�'�z-""�.� ­-� �­/­.�� , , ,,,, . . .. I '. 11 1, .� ',�­ .7 . I I,.,�,, 't� - � � . I - I ""'.­". Il""'. � 1, � �1_ ,:. � ,,,, 1� : ,,,, �`w!"�' ", ­ . I v,, . e-;Ao 1, ,*;,�,,� ,,,'�., ,�'.�� ;'­'_"!.'�i� '­ .. I ALL.WOOD BLOC BE I "'l?" a l�, I:- 1A - , , . KING SHALL PRESSURE TREATED WITH � ,?� 1, , 11 , 11 .1i. I . I � ! ,� � - - , " �1, �; I . , � , . , � , , . - I . . . . I I . I �)i-A, 4, " " � " 1, , , , , �, . "k. . . , . NO OF CHANNEL , !&'V,�,,!-�,f,'­�.,', , . " . . , 'i". Ili, �ZM 11, I �.s W!'F , " ,;Y, .1 �Vl�`�,,,'l �� 'I, , 1: , .11 � . I ",:., l , . �f�,��,,,,-��,,,,�5V,*�.,��;i,,,�l'�"�,�","i ""' .­'. - "' I o. i � - ­ , : ,' , ��A.�,.; �,­�­_!� ,!, , ".., - - - . PRESERVATIVE ­­-'�",.:,.__, � _ : , � . j � ,�� " , . � . . i � I I , �,." - -, -1 � I , ,� '. , . , I 1. I . � - . , I t , I . '� ��"','�4% -E`l!�,,�� . 14, . '. - . . I TROWEL -FINISH �,"y-_,�";1.3� - - � ill, /. FOR TERMINAL I 'tol ,,,1,tk,. ,,,,�tz�l,".­�Il, "'i, L: � l.11".1 - � � - , � I I I , � CONCRETE BENCHING 11 �Afg­ - l-� ,, -, k,.l� 1" l 1�, ,-,: 'I",,... 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" � , , . r , __ .. qZ' ' �:"% L L j' "" L ­' - . .. � � 1. I . I � , I , I V I I ­ L ' , DRAINS- � '� "_ � � e � � ' '� ­ ­ V ­�" ' " L , ' " - ­� "'; t", L' , ' �, ,;1�51 �. I L _ I . � � , j � ,.",_Lq,.;, E ." � .1 '' ,t , ' e , '4, , I , - .L, 0 - I 'j'' � L . , - i" , ,,�,; , i'!,L." _ � ,,."I � tl� - 'V,��,_ q 1, � I I ''I ,7 � . , - . .... - 1 , � , ' - ­ - . � I "TiZ . 'l"l,,, ': �, .1 ". , , . I . I I I " ��­, r, l� �! " tQ �1 "I __:_ �'­ .*1 , , -., i - " I , _, ; � !,�­ ..',," L .q. T t `- , j ­�,� �'­­ l "� ,_ , , L," ' _ . . L I 4 1 , � ­ : , � � I I", I-, � � L'e, �: . �' . " .,� '. " , , , �,, " . ,,I',, � L ��­ �'.",,��; , 'Ll , , - - . , . , _. ­ It- - I __ x � . r � . i, �, , � � , _ ��, .% �,%�� , 20 VALVE (TYPE I.- - , I I . .. . 1 44 Y' , , - I ,.% 2 124 SPOOL PIECE I . MANHOLES SHOWN ARE FOR SEWER SIZE 8'THRU 21' FOR LARGER SEWER SIZES. SPECIALLY DESIGNE: 11 . �% I , , . 1 e , L , . A I , , , ,_ l"'; I, �, . , L . � , � ,,� "LL " L , I I - , , . - L ,; 7" ",V : . , ;­ - it." , , " � h"'L":X "' - i,o �,t f''� j � L � � i'. � '­�: � " �­�" �, " I L .:�, k . L� " � -_'-,, - , � I . 1.1;,�.. , .: �,� L L ' . ; I , _2. : , _ '� k _ L" � _ , � " .�:"�?'J­ ,l �'".��L. L �� I I ,,.,,, ,, ­,-;', ,- " "'. L � - .' � ". , I I � _ . , L' 0. - . . " � � , " , "I ". ' ­_ , L �:,� � '. � � I . . ­­' , "� ffL. ­!, - , - ... ,. . ., q , �_-, I I 1�., L . . , � _� I ____ L ,k) . �_ . I, �, ,�.,_ l' 'r' � . ,. �ll,� "p., , i­ , , , "' , - q , , AS SPECIFIED) w � . .. 11., � ' _., " I - I . -1 'il: L , I , I __ . I " � , 1"-j'�p�.�",P-D - ", p �; l�l , ' '" ­­ - I L I ,, - 1�q -, 1-111 I _1� �i Ili - . "� L", ', � ; � :1 . ,� ,_ I . MANHOLES SHALL BE PROVIDED '_ ,- I � I . fl;�l',!',,,�,4,qz��.m ", - � z 1 I I . . L .1.,; , t"q-,ji_, ,­ , 1',�,. '*"­i,, " %', " ".. _', I I W :L, L I . I a - MJ HYDRANT D A TIE- - , I `1 , �,� " -,; , - ,� ,;� ,-- I � _­ - - '_ ;; L .L;­ il I . . , - I R"�,--..""',­,�'.o�; , .. . I " ­.` , ��,,,*,�., - L�: - . � . , �;!,;��,f ­� � " L - I L , I'll, _ l, L, � _. - � ��,_I.,L � : � , zt� 1".., :, - L � - - :; - _­`­; -1 1;, I I I ." I v . ZL SEAL ALL PIPE OPENING$ IN PRECAST MANHOLE WITH"EMBECO' GROUT OR APPROVED EQUAL. 1, . I ­ ', _� . ­'_­ , , , L., _ , . . � "I ­ , _ ,q I . __ ____ . . I .,. , . �,% t - "'. �. �.�%,; . , , , , . :'L V­ "' ' 1-;1_'-1 .­"' I-, _�� � '. I .o � . I . k . � . 14 r !�,tlt��14" `�,,I,l.,­,,��4,';,�,� .1 , , I � l, � ,, _L t'�: � �, �=V�U.n ,;, . ­ ...", �� T,:� L, ­_ :­ , " .", , ., , . . I � . � . . , : ,-; , " . C'­�,** 't� , q 0, , UNDISTURBED TEE I I . � - - � t; ,,I , ". - , I ' 1,1 L, 7"� " ;t . , �, t I , I �, -1 I _�. I . - OR MORE ABOVE THE I � , -� , ,t7L,' I ol, � '­j, *j '� 1�,Iri - � I , " � � I , 1: I. TIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24 . -(65, ��q ! , l j�', , r , ",..,. . , , .."';'. _ . �', ";q , , "'L ". I qL �L L � L L , �, I ,�,l",-:z ,.,!,,,':IL'c1 -Z'!� , , , , , ,� , I 1, ."""�'� . q j' _' �: I., ' L I , 4,, lj4,1,,, , " . , - : � , � , � � , " , , , I - i 11 , �., , - . � : __. WATER - . 3 DROP CONNEC . . - , i-, -1 '­ '. . � � ,� .,I. " �, ­ - , I I " - "" L, , . � , , ; , " " - SOIL r, 1 I . " 'f , , � , I . c - . �'�,�`j"�"�-'�kf.14,1'j�L .�'L.""A�4�;')"�,�"I"..'�'ll��;,!,. ", �­ '_� t, ": L " � �," .: , , � I I L I q . I � ", �� '� ' " ' ­!� " ." :: : .., . .�. . . , I- I : I - , I e`l - � ,:,.�,� , -, 1_­-,% ,,,, k , " 1'1� " : it � , " - � , �q , l�L � , '' � INVERT OF THE MANHOLE I - — I . .1.4 ! %, ­ .'�,�'. , , I I . I L, - -,l��'.",,' ft",*­ ,� "L . ; �, � , q I 11�1- I ,;, , '� ,,- ., � � ;, , , I - , , , �. 17r- . I � ; , � "', I �, - ItJl q. I - - SEWER - - .'.I , , " , . , '! � , . � 0 . . L , ; _�, "', !;," i, . �J�, ­ �, ,. � I ,:� � ,. I I I. I. : , I - L � � L' - , �' L' I MAIN . -�­,-- ",z q't,�_" '�^ I lt�., I '­t ; ­ .­ L ", _, "" � . , L, � , , A. N, _� , -,, " ' L,q,L , ­;L " . , ,,, � " ,� " ': L , I � - , . . I . 4, , V1.1, I " . i, , I 'I 5� , I , 'it . L, I I L " 4' . q; ­, _ L . 11" � r. I - I - L�,,' , �Z�:.'�,�, - " L "I "I -, �- (, . , � - , _'L ; - I . I I , I . . ,:L l%,"'. �'­_.,. ` ­, " . 1­ ,I ­ , - , , , 11 I . - . _, - . ,� �,� ", , ;, _,� "L. � , � . � I - . � L " _.. �­, �Ll I L _. � _."�_,." . I'. I .. . , , , 1. L � L .; ; �lL . �. !.1. ,1 . L L I �. L - A 4 DROP PIPE AND FITTINGS SHALL BE EQUAL IN SIZE TO THE INFLUENT q . . .. I I -f .,.e - -, I , . . I I L . _ � ,,, . ;_ ,� i I `..,):� 1; . I L' - I - -� : , vl,?�, I . , k :� �.,Z�j,,-, lll� ;, _ . � ,,I , ., . , I . l� , . . : : I I . �P;r I " . I �4,;-_. q. 1, I, ,. " " "� "'j. , , t' L. , � I', " " *" f I`L; - - � , � �,.�� L -, � 1 . � . '.I .: - 'L . " : . I �;l, I .,. ­, .", q % 1 i" . " , :,�, , I - . . '. I - '-',.,,. I I '. , r ,,,,, . - 11 . ' : ,:, '­ - e� CLAY PIPE AND SHALL BE . -.1 , �: "4��,,�.-,-::,i;""�c��:,4,.', ,'�' . I U �." I � 1­11 L. I 1:b. - � . , ''I I ". - � 'L I - ,% .. q I 1 5. CONNECTION PIPES TO MANHOLES HAVE BEEN DETAILED AS VITRIFIED I . . I ; , . : . . . I ,,,�';,jL:,.'., J'4-I,'��­.,_$�',�'­ , I . 1^. I . 11, -.- ", -, t,� � � , 't t, L .. ", :"L� .� ' I . . � . ­ ,,, I , " ,,� `,"; I . � i � � I., I . .. - I . . . � L I � � ,�,! I., I ,�,;" ��.`­­" . ­ � ­ �, ,� . .� I I I _ ;, ­ ,.;­-, 'j�­�,­­: .� 7.'�­"tl, "", � " � ?�' j A , '�� ' '�� __1 I "L'I � I "",�LI', ��' . , -, `_ L". � . I _ , a , I k I- 1 � � . ,�,")" fi��,�', '! ��'L�,Y��'� � ,"� : _j�:., .., �., ' -1 "; ;� , . . , 11 .. L , L � , . Z" � . .� '� L "" � I ' I I . *� �'� L' " _.,. ', . . ... . , I I � ; � I 11 I "_ r I .. I I I I . . � I I I I I . 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