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HomeMy WebLinkAbout140 Maritime Dr 99-1705 (a)ZONE CONTRACTOR ADDRESS PHONE # LOCATIOI OWNER /vo DATE r� r SUBDIVISION: f PERMIT # JOB COST $ FEE $ / STATE NO. C G�C L ! C7 yl v MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL - DATE,`.,... LOT NO. BLOCK: SECTION: ~'ftm- SQUARE FEET: l f MODEL: OCCUPANCY CLASS: " ,D/ �"� INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ _ FINAL DATE ADDRESS /) PHONE #V C'J PLUMBING CONTRACTOR /`/(i�`� //�" FEE $ 4�2 % ADDRESS PHONE # 'r ELECTRICAL CONTRACTOR 1 r FEE $ 1 ? ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL - DATE,`.,... LOT NO. BLOCK: SECTION: ~'ftm- SQUARE FEET: l f MODEL: OCCUPANCY CLASS: " ,D/ �"� INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ _ FINAL DATE G H J EXISTING EXISTING In IlItIN11111 I]] If 11011111 111 111 IN ff all IIII III[ a M Ld i AL OFFICE L[ • L4i WOMEN c MEN 1 • al i 00 0 rT I O C. EXISTING ' ' ' = 'I� � � � 4 I I I fi WAREHOUSE t ff I —Ni— L 1 • • I 1 1 1 I I • ' C EX1 N I , O a I e I - I cv — — w ■w•w — — — — � — — — — — — — — �T w — — — — — w — � a a3 aU 3a 1 3 3 i ��3 3 — w �3■ ! ■Qw w w $33 w .— w www . - — — — — — a �,7 • a is « a I I a M a I1 b I j 1 , a I a 1 $ I a I ' , I Y 43N X I ! �� 1 I I 1 I 1 I � 1 � � �� i • E at • a, a, ,�I a I a I I a I .�, I , 1" I I1 IT, 1 ay. 1 1 1 1 I I 1 I Cv a� a¢ a I a� a¢ a I t � �1 �� �•J I AIN/ 21QH0 ,4I X ,Zi 'KHO All X 121 �• H M a : 1 ?1Z1l LL�I Y �- • DELTA'S PGIN r OF NOTE CONNECTION M EXISTING 4' x 21 ' x 2Y' EXIST. 3' MA JQ� I N YARD F.D.C. TO 4.0 REMAIN AS IS. I co I 1 R ST.Ir RTH 1 19' 0 NOI Z7 I ti 1F il :,� V Piping. Fire Sprinkler Pi in Plan 1 I I - - a _ pr $ I 1 a 1 I ` FIC Y a 3 iz . SCALE 1/8'=1'-0' M I '- - Q 1 EXISTING i5-2 �� I FI ICEII - WAREHOUSE - xI I tiN 10' Z � N I �I 1 1 I • i �� 11 t c .' ■ f MZ2 1 CLI I 4- v EEEJ�4t_ 1—/ CU ~ F i 1 1 I 1 00 i tcv I 3' 3' ICU , 3' cu I 3' cu , J3 L A NI cu, C�jI CUI i N 1 1 I I 1 TO SYSTEM - ELEV. 15'-6 C1J 1 CZJ 1 cu CU 1 I 1 III a 1 , a I I -42z' I'1 . - WATERFLOW SWITCH PRESSURE GAUGE HANGER #2A HANGER #1 GLOBE VA, 2 6 HD CABINET 1 I I I I I 1 I STEEL BEAM 0'-6 I �" LOCK NUT T. B. C. i s �, • -----; SIDEWINDER LIo 1 I 1 BUTTERFLY VA. W/ T.S. - ELEV. 3 6 STEEL PURN � ZINC AYR &j .1 - I I 1 1 ZINC ATR o " _4I 43 2' MAIN DRAIN a a THRU WALL 2 X 1'-4 C• —. w — N -. FIN. FLR, u f� 1a TAS I HANGER RING HANGER RING r-1 ■ QLD BAS Hanger Details Existing Riser Detail rL Ls. j n. t.s. t 4 r Y t ten ""O"D BUILDING CONSTRUED FOR pERntVI� P D AND CONDITIONALLY `'TRUED TO MIT, PERMIT ISSUED THE To AND NOT A LICENSE TO PROCEED ee CANCEL, ALTER OI A5 AUTty TY TO VIOLATE: PSOVi 'IONS OF7t;EOT HtiICA CSET ID` ANY OF THE v DCPUANCE OF A PE?M,I'T PR L ODE.,. NOR SHALL: FROM THEF;F:tv-- _EVENT Ti�E BUIL System ON Location NEW OFFICE No. of Sprinklers w�H.I'C"'S. OF TE L General Notes: Design Area Size 6' ELECT, BELL' '�I C1J CU Base of Riser 1. Existing hydraulically designed wet pipe sprinkler system to remain in service. SEMI-REC 2. All existing pipe and fittings not needed to protect the new tenant buildout THE NEW ADDITION area to be removed. III a 1 , a I I -42z' I'1 . - WATERFLOW SWITCH PRESSURE GAUGE HANGER #2A HANGER #1 GLOBE VA, 2 6 HD CABINET 1 I I I I I 1 I STEEL BEAM 0'-6 I �" LOCK NUT T. B. C. i s �, • -----; SIDEWINDER LIo 1 I 1 BUTTERFLY VA. W/ T.S. - ELEV. 3 6 STEEL PURN � ZINC AYR &j .1 - I I 1 1 ZINC ATR o " _4I 43 2' MAIN DRAIN a a THRU WALL 2 X 1'-4 C• —. w — N -. FIN. FLR, u f� 1a TAS I HANGER RING HANGER RING r-1 ■ QLD BAS Hanger Details Existing Riser Detail rL Ls. j n. t.s. t 4 r Y t ten ""O"D BUILDING CONSTRUED FOR pERntVI� P D AND CONDITIONALLY `'TRUED TO MIT, PERMIT ISSUED THE To AND NOT A LICENSE TO PROCEED ee CANCEL, ALTER OI A5 AUTty TY TO VIOLATE: PSOVi 'IONS OF7t;EOT HtiICA CSET ID` ANY OF THE v DCPUANCE OF A PE?M,I'T PR L ODE.,. NOR SHALL: FROM THEF;F:tv-- _EVENT Ti�E BUIL LEGEND - NEW BLACK STEEL PIPE BY D,F,S, (NEW PIPE TO MATCH EXIST,) — — --- -- -- — - EXISTING BLACK STEEL PIPE TO REMAIN AS IS, Hydraulically Designed System ON Location NEW OFFICE No. of Sprinklers w�H.I'C"'S. OF TE L General Notes: Design Area Size 900 System Demand At Base of Riser 1. Existing hydraulically designed wet pipe sprinkler system to remain in service. SEMI-REC 2. All existing pipe and fittings not needed to protect the new tenant buildout THE NEW ADDITION area to be removed. 1 i ,r 3. All system piping to be hydrostatically tested per NFPA 13 and the City of Sanford. 4. All existing and new material, devices, supports, and installation to be in accordance with NFPA 13 and the City of Sanford. LEGEND - NEW BLACK STEEL PIPE BY D,F,S, (NEW PIPE TO MATCH EXIST,) — — --- -- -- — - EXISTING BLACK STEEL PIPE TO REMAIN AS IS, Hydraulically Designed System 1 Location NEW OFFICE No. of Sprinklers 7 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 182.55 Residual PSI 54.515 •DESIGN AREA #1 10/900 ait _ -■� 11 1 1/2" 5.6K 1/2- 5.6K 1550 QR 15.5 QR GLOBE GLQR GLOBE GLQR CHROME PEND BRASS UPR SEMI-REC NO ESC THERE ARE 12 HEADS IN THE NEW ADDITION 1 i ,r :JIJIRING q CORRe RCr G Ns. CONSTRUCr101Y w PrQ ODES. wCQco � Q O � E o w O o C v� g w ��CD ►--I C� cco w ASccCO x o CD �CD E ... El x V__4 x A Q O z FIRE SPRINKLER PIPING PLAN fn V Z II- - a rl� W i6 14 A C3 Z Z IL F - IL I1 &0 N-� ¢ . J Y W U W o Fled bo -PL CV, CY, C1 CD Flnal Insp. d < o 0 pate a l e Q V_ 4- Zo ., CONTRACT # C0149 DRAWN 1 BAJ n CHECKED I KH DATE 4-10-03 TOTAL A/S 1 12 SCALE 1 AS NOTED 1 of 1 DRAWING NO. T1'E'. FRONT WALL SECTION �)P PLATE PURLIN S' O/C R-19 INSULATION DROP CEILING BY OTHERS �, " C.M.U. MTL. STUDS 24" O/C ?" DRYIALL Eat;. SIDE BOTT. PLATE 4" CONE. SLAB W1 (OX& 10-10 W.W.M. INTERIOR FARTITION rjjZ e. C4 Usk by 5w� TOP PLATE f--- ABOVE V DRYWALL ONE SIDE ONLY. TOP PLATE 111211 DRYWALL 20 GAUGE 9 _01, MTL. STUDS 24" O/C 111211 DRYWALL TO GE IL INCA HGT. BOTT. PLATE I CONC. SLAB W1 &X& 10-10 UJ um. ------------- INTERIOR OFFICE WAREHOUSE PARTITION 8 T - Ln VV =MC�M-�1( off •�f(—M--1(-�M--K—N—!— .— C4 •� (V TYI=. SIDE 1 i,AN54,RD WALL SECTION TYf. MTL. BLDG. SECTION NOTES: I. CEILING: TO CONSIST OF DROP ACCOUSTICAL PANELS 2. STEEL STRUCTURAL DETAILS TO BE SUBMITTED WHEN RECEIVED BY CONTRACTOR 3. BUILDING 15 TYPE IV UNPROTECTED 6rmlwz G SAVE PURLIN "Z" PURLIN 5' O/C O/C L 3Y OTHERS )NT. ARS AT :TR. MAX. RL"' Z TOP f=:-4-= 5 -,JDS 24" O/C ED. EA. SIDE BO . PLATE 4" c N- . S1 45 W/ ------------------- 1 HIR. FIREWALL W.P #1200 FLOOR FLAN SCALE: R)rVISIONS: 1 STEVE 6rnn 2 1/all 3 4 6 7211 12111 48" I ORAS PAR N _ \ I N '1 3sa(o8 r 6+a IA. \ i i DqZC'.Jr BY: S.C. FROJECT ENGINEERING 140 FLORIDA CENTRAL PAR<WAY LONGWOOD, FLORIDA 32-150 (40-1) 830-1473 n .n 9 I TITLE BLOCK: 1=LOOR PLAN �o &fir VON A. FLOURDE LOT 20 (of X41 WINDOW SHEDULE WIN TYT'E LOCATION v r' WI 641 HORIZONTAL SLIDN3 EXTERIOR W2 4141 HORIZCNTAL OLIDINti EXTERIOR 41 X 41 �n WIN DOOR 5N1=DUCE U TYPE LOCATION � WI A S"s HOLLOW CORE WOOD INTERIOR 5 5060 METAL INTERIOR C Se4.a METAL EXTERIOR N I OVERHEAD METAL INTERIOR F CIC C' OVERHEAD METAL IN mco r C'x 4' OVERHEAD METAL EXTERIOR n .n 9 I TITLE BLOCK: 1=LOOR PLAN �o &fir VON A. FLOURDE LOT 20 (of X41 j WIN W1 i v r' s j N in 41 X 41 �n WIN !n Ill I � WI ;0 w 61X41. N WIN N N I r PLANS REVIEWED CITY OF SANFORD I En SHEET NO. 2 OF 4 JOB NO. 98 -YON A. i r' s j OFFICE COPS A P�RMIi # -7U5 PLANS PLANS REVIEWED CITY OF SANFORD j I i II OFFICE COPS A P�RMIi # -7U5 PLANS PLANS REVIEWED CITY OF SANFORD j y r 6' LONG PRECAST CONCRETE BUMPER 2' MAX. cV I r 3" .. -III --- (2) No. 5 DOWELS -- 3' LONG PRECAST BUMPER DETAIL (20' STALL) N.T.S. HANDICAP SIGN BOT OF SIGN TO BE 7' ABOVE GRADE. b N `- EXIST. F.H. VARIES D.H.W. EL. 32.11 EL. 33.0 MAX. 3 NOTE: SIDES AND BOTTOM TO BE SODDED. RETENTION POND N.T.S. ---- A I I STOP SIGN AND STOP BAR CITY OF SANFORD 8"1 - I- 4" I -1 I I--- 4" F--42" RECLAIMED WATER CITY OF SANFORD -- I 4' U BALE. HAY BALES TO BE LAID SIDE BY SIDE. Of HANDICAP PARKING SPACE STRIPING c� z HAY BALE BARRIER J J Err d z SOD S.Y. U =_ ' • • U LOT 25 34.0 2"R. 33.01 I� 32.0 C: 15" R.C.P. 31.0 o w 30+0 18+0 09+0 00+0 00-12.5 00-25 Lr PROFILE DRIVWAY Q I CHALLENGER CT. `- EXIST. F.H. VARIES D.H.W. EL. 32.11 EL. 33.0 MAX. 3 NOTE: SIDES AND BOTTOM TO BE SODDED. RETENTION POND N.T.S. ---- A I I STOP SIGN AND STOP BAR CITY OF SANFORD 8"1 U U U U RECLAIMED WATER CITY OF SANFORD (2) 1 X 1 X 4" POSTS THROUGH EACH HAYn--- 1/ Z n BALE. HAY BALES TO BE LAID SIDE BY SIDE. 1 :1 AROUND EXISTING INLET AS LONG AS NECESSARY. a HAY BALE BARRIER 0 0 Err W U U SOD S.Y. W =_ ' • • • • • ` • • • LOT 25 NOTE: (HANDICAP SIGN ONLY) 2"R. W VACANT I L1J THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN IIIII=IIIII =Ii'�I_IIIIi=IMI-IIIII= Lr 1.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD• Q I 15" 2.5'1.68'4.18' 7. U 1.5'4.33' • 1.2 0.24 `- EXIST. F.H. VARIES D.H.W. EL. 32.11 EL. 33.0 MAX. 3 NOTE: SIDES AND BOTTOM TO BE SODDED. RETENTION POND N.T.S. ---- A I I j -m m m= s, fli-aliIIIDfPID1?m 3" CONC. W 6x6 10-10 W.W.M. D 115" R.C.P. G I III-ITI m m ID fIl-' • / - _ ANCHOR 1,F I I 15" R.C.P. . ]-17-[II-10-�-ill- in-frd- - L Il -ID ID Ili -m- i =R-III-ID-ID-1li -ID-ID f�Dl- - - ID-- -IP ITI-ID -�_�ID-CII-QI-III IDIIl _ m ! m 5' SOD PERIMETER I-"=I11tIInllhfllIII111111IDmID I- #4 BAR L --------------- -I E M.E.S. PLAN M.E.S. SECTION 0 Uj D_ J U 34.0 h� � • y. g 33.01 EXIST. F.H. 32'0 n `� o° Of _ 31.0 Lj CL 1 30+0 18+0 09+0 00+0 00-10 I PROFILE DRIVWAY MARITIME DR. Z 3 n CO I 10' DRAINAGE & LOT 21 UTILITY EASEMENT VACANT x x 3/4` IRRIGATION METER 5' DRAINAGE & DUMPSTER x EXPANSION JOINT. 3SR �y� 6" CONC. (3,000#) WITHIN R/W AREA. -\ •. L DRIVEWAY DETAIL UTILITIES SEWER CITY OF SANFORD 8"1 CITY OF SANFORD RECLAIMED WATER CITY OF SANFORD POWER 12'-0" SOLID WASTE CITY OF SANFORD I B C E M Err , SOD S.Y. IIIII=IIIII =_ ' • • • • • ` • • • 4. NOTE: (HANDICAP SIGN ONLY) 2"R. I L - ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN IIIII=IIIII =Ii'�I_IIIIi=IMI-IIIII= Lr 1.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD• 6, 15" 2.5'1.68'4.18' 7. ALL LANDSCAPE AREAS TO BE SODDED. 1.5'4.33' • 1.2 0.24 21.0 IRRIGATION SYSTEM. 9. CONC. PAVT. ••�' 2.5'2.24'4.74'12.0' 10. 30" STOP SIGN SHALL BE OF HIGH ,INTENSITY REFLECTORIZED 4.58' 1.411 0.26 22.0 ��• Sn 11. 2•) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED : ;�• iD HANDICAP SYMBOL SHALL BE WHITE PAINT. 13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM PARKING LOT SECTION! UTILITY GENERAL NOTES: 24" 2.5'3.35 (ENGINEERING GRADE) BLUE BACKGROUND WITH 5.85'3.0' •� L 1.7 0.32 23.0 THE BUILDING PERMIT. 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 30" 25' lay w 6.97 4.0 WHITE REFLECTORIZED LEGEND AND BORDER. 2.0' . -' ,! ; 25.0 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT, 5.2 : 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM • • 21. : SIDEWALK INSTALLATION FUND, AMOUNT TO BE DETERMINED. 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE • � " " SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. • �, OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL THERE ARE NO WET LANDS ON THIS SITE. 25. • 26. P.V.C, PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER 27. EXISTING ZONING, R1-1. 3.) BOTTOM PORTION OF SIGN SHALL HAVE A 28. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLECO NTY IS BASING R. a WIRE AS REQUIRED BY THE CITY OF SANFORD. • ' PANEL TRUCKS, PICK UP TRUCKS, ETC. WILL PREDOMINANTL VISIT S TE. THEIR TURNING RADII IS TYPICALLY LESS THAN 30 FEET, TRACTO 9, 'OFF • •• WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, WATER TRAILERS WILL INFREQUENTLY VISIT SITE AND WILL BACK IN CHALLENGER CT. WHICH IS A CUL-DE-SAC STREET. " REFLECTORIZED (ENGINEERING GRADE) WHITE SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. u r if • ' ', v u 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS • SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 BACKGROUND WITH BLACK BORDER. �'•l:•, MATERIALS AND TESTING. • • PARKING BY 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4", SHALL BE PROVIDED WITH THRUST BLOCKS. 2'x 2'x 3/16' fNG�.E DISABLED THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. 3/4" R rE _ _ CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. ONLY 6. WHERE WATER UNES CONFUCT WITH STORM AND SANITARY SEWER, THE • WATER UNES SHALL BE LOWERED DURING CONSTRUCTION. GRATE WELDED 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH h• • - TO SKIMMER 7. $250.00 FINE SECTION 24-23 OF THE MANUAL ON UNIFORMED CONTROL MOUNTABLE CURB DETAIL TOP OF SKIMMER ELEV. 33.5 • CITY ORD. TRAFFIC DEVICES (MUTCD) ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE' CONFORMING 3211 DOT INDEX # 300 (CONC. CURB TYPE D.) TOP OF 15" CMP ELEV. 33.0 n>e• I ( I 2"x 2"x 3/16" ANGLE HANDICAP SIGN xu DBL. GATES I ( I 0.87 x 1.25' WEIR DUMPSTER ENCLOSURE DETAIL WEIR CREST ELEV. 3'.7 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER I I 6' CHAIN LINK FENCE WITH P. V. C. SLATS 5" CO':CAET_ (3:C0 psT) j -m m m= s, fli-aliIIIDfPID1?m 3" CONC. W 6x6 10-10 W.W.M. D 115" R.C.P. G I III-ITI m m ID fIl-' • / - _ ANCHOR 1,F I I 15" R.C.P. . ]-17-[II-10-�-ill- in-frd- - L Il -ID ID Ili -m- i =R-III-ID-ID-1li -ID-ID f�Dl- - - ID-- -IP ITI-ID -�_�ID-CII-QI-III IDIIl _ m ! m 5' SOD PERIMETER I-"=I11tIInllhfllIII111111IDmID I- #4 BAR L --------------- -I E M.E.S. PLAN M.E.S. SECTION 0 Uj D_ J U 34.0 h� � • y. g 33.01 EXIST. F.H. 32'0 n `� o° Of _ 31.0 Lj CL 1 30+0 18+0 09+0 00+0 00-10 I PROFILE DRIVWAY MARITIME DR. Z 3 n CO I 10' DRAINAGE & LOT 21 UTILITY EASEMENT VACANT x x 3/4` IRRIGATION METER 5' DRAINAGE & DUMPSTER x EXPANSION JOINT. 3SR �y� 6" CONC. (3,000#) WITHIN R/W AREA. -\ •. L DRIVEWAY DETAIL DIMENSIONS UTILITIES SEWER CITY OF SANFORD WATER CITY OF SANFORD RECLAIMED WATER CITY OF SANFORD POWER FLA. POWER AND LIGHT SOLID WASTE CITY OF SANFORD DIMENSIONS , I SITE T: I AND QUANTITIES THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING / LOT H LOT 13 LAT 44 LAT 26 999 D A I B C E M G CONC. C.Y. SOD S.Y. IIIII=IIIII =_ ' • • • • • ` • • • 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., IN I L - ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN IIIII=IIIII =Ii'�I_IIIIi=IMI-IIIII= _=I.,��i,, 6, 15" 2.5'1.68'4.18' 7. ALL LANDSCAPE AREAS TO BE SODDED. 1.5'4.33' 8. 1.2 0.24 21.0 IRRIGATION SYSTEM. 9. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC 18" 2.5'2.24'4.74'12.0' 10. 30" STOP SIGN SHALL BE OF HIGH ,INTENSITY REFLECTORIZED 4.58' 1.411 0.26 22.0 DEVICES AND LOCATED AS SHOWN ON SITE PLAN.' 11. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED AS SHOWN ON SITE PLAN. 12. HANDICAP SYMBOL SHALL BE WHITE PAINT. 13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM PARKING LOT SECTION! UTILITY GENERAL NOTES: 24" 2.5'3.35 5.85'3.0' 5.08' 1.7 0.32 23.0 THE BUILDING PERMIT. 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 30" 25' 4.47 6.97 4.0 5.58' 2.0' 0.38 25.0 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT, 5.2 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM 21. OWNER / DEVELOPER WILL CONTRIBUTE TO A SANFORD CENTRAL PARK SIDEWALK INSTALLATION FUND, AMOUNT TO BE DETERMINED. 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL THERE ARE NO WET LANDS ON THIS SITE. 25. SECONDARY POWER TO BE PROVIDED OVERHEAD, 26. P.V.C, PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER 27. EXISTING ZONING, R1-1. 28. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLECO NTY IS BASING R. a WIRE AS REQUIRED BY THE CITY OF SANFORD. 29. PANEL TRUCKS, PICK UP TRUCKS, ETC. WILL PREDOMINANTL VISIT S TE. THEIR TURNING RADII IS TYPICALLY LESS THAN 30 FEET, TRACTO 9, 'OFF 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, WATER TRAILERS WILL INFREQUENTLY VISIT SITE AND WILL BACK IN CHALLENGER CT. WHICH IS A CUL-DE-SAC STREET. " SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. u r if v u 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 16.5" MATERIALS AND TESTING. GRATE 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4", SHALL BE PROVIDED WITH THRUST BLOCKS. 2'x 2'x 3/16' fNG�.E 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING rE CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. 6. WHERE WATER UNES CONFUCT WITH STORM AND SANITARY SEWER, THE WATER UNES SHALL BE LOWERED DURING CONSTRUCTION. GRATE WELDED TO SKIMMER 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. r TOP OF SKIMMER ELEV. 33.5 • 24"CMP8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE' CONFORMING TOP OF 15" CMP ELEV. 33.0 TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE I ( I 2"x 2"x 3/16" ANGLE WITH ASTM D-2321. I ( I 0.87 x 1.25' WEIR WEIR CREST ELEV. 3'.7 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER I I (EACH SIDE) DETER BOXES LOCATED IN RIGHT OF WAY. I I I I I BOTTOM OF SKIMMER ELEV. 32.5 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR. I 15" CMP _ I I I I x ur sol e:v. 3.0 C (t 5' Clufl) I I � -� OUTFALL STRUCTURE d I N.T.S. I x I I I LANDSCAPE LEGEND:_ 15' n j r 10 DRAINAGE & r- m LIVE OAK OR OTHER PERMITTED TREES i (10' HT. - 2" CAL.) AT 4.5 FT. FROM BASE, UTILITY EASEMENT I I I LUGUSTRUM OR VIBURNUMS (24" HT. PLANTED 30" o/c). I I o 1 II 0 INDICATES EXISTING TREES TO REMAIN. I C; I I o • INDICATES EXISTING TREES TO BE REMOVED. x THE CONTRACTOR SHALL PROVIDE A RATIO OF 1:10 r I I FOR SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. I I ALL LANDSCAPING SHALL BE FLORIDA #1 QUAILITY. I o I LOT 19 EROSION I I VACANT CONTRACTOR TO INSTALL EROSION CO`4TROL TAX I.D.# 28-19-30-5NR-0000-0200 LOCATION MAP , I SITE T: I � i CHALLENGER COURT II THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING / LOT H LOT 13 LAT 44 LAT 26 999 2. JYAWnuE DnNE DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. /LAt , 1 Lot S Fr oil 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., IN I L - ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND LOCATION MAP iri I I m BLDG. TO BE SPRINKLED I 1 00 I FENCING ON MAP! VE DP'%'E. CHALLENGER � g t t. A o M I z I COURT AND APPRO)r%FATELY TO THE: ki'D PLANS REVIEWED Qa M U I I I CITY ® SANFORD SITE STATISTICAL S 201 CAL DATA B C ` ENTRY (DOOR SWING 180') ENTRY (DOOR SWING 180') I I POINT OF THE 14ESTERLY PROPERTY LINE. « 'C •c �o ' 192' I I II I x DESCRIPTION SQ.FT. ACRES % OFSITE o R Y ,e © _ _ _ _ _ TAKE BACK CALCS. FOR IRRIGATION SYSTEM. BUILDING AREA 15, a 014 0.345 34.06 0 t> p� --I- - .r . C) a o e I TOTAL ACREAGE = 44,098 SF. (1.012 AC.) PAVEMENT AREA 17.245 0.396 39.12 '� : °? v; fi 10' 12' S' 10' 15' IRRIGATED ACREAGE 11,839 SF. (0.271 AC.) IMPERVIOUS AREA 32 259 0.741 73.18 r C .'+•. Z PARKING REOUIRFVT«JS LANDSCAPE AREA 1 1 , 839 0.271 26.82 •� Ca n r'i I I I POTABLE WATER USAGE = 1 E.R.U. + 270 G.P.D. = 270 G.P.D. CONC. CURB STOP SIGN & BAR CONC. CURB I ( RECLAIMED WATER USAGE = 14 HDS., 0 5 GPM. = 70 GPM. * 15 = 1,050 GPD. n OUTFALL I ( 10 FRONT DRAINAGE 2 SPACES FOR THE F RST 4.00.0 S.F. SITE AREA 44,098 1 .012 100.00 •Gia Ga L " r I` INV. 30.0 N";1 1 SPACE FOR EACH 1,0x0 S.F., Cr '�* AND UTILITY EASEMENT 24 I I THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER No direct dischar a to Smith Canal without erosion control measures. \ WHOLESALE AND STORAGE. g DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT - - 1 SPACE FOR EACH 200 S.F. C+rF10E AREA. Receipt of SJWMD permit prior to Site Development Permit. AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. - f, `-� - "kms -' - - 1,843 S.F. OFFICE AREA = 9.215 SPACES LEGAL: x N. 00' 10 16 W. .. 20 .93 `?9 0 4,000 S.F., WAREHO� S- AREA = 2.000 SPACES ,� A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING I _ x ?, s" R.C.WATER `� �� xr3 , x `� x - LOTS 20 SANFORD CENTRAL PARK PHASE II, AMENDED �, •.., •..: � ,•.r � .„ „ x 5� S ?o - RECLAIMED WATER, SHALL BE INSTALLED BY THE • t 'Q 9,171 S.F. WAR�'OPJSE A-REA 9.171 SPACES DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL SECTION, 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST. AS TOTAL REQUIRED PA?!":G = 21 SPACES LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED '� REC��DED tN•.PLAT BOOK 54, PAGES 8, 9, AND 10 �� 16 L.F. 15" CMP. �„ �'s "o AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT a 1.; ACTUAL PARKING Spat.•: S 21. AND TRACT, THEREIN. 11 ._ - SEMINOLE COUNTY, FLORIDA. 48 HOURS BEFORE YOU DIG s (PbED PUBLIC ROAD) s' sA s' s� s CALL SUNSHINE 1.800-432.4770 8" WATER LINE /T'S THE L,qW /N FL4R/DA i INLET 1 MARITIME DRIVE LEGEND EXIST• F.H. Htv151UN5 PROJECT ENGINEI TOP ELEV. = 32.07 I OWNER: SURVEYOR: BOTTOM ELEV. 25.871 +- FLOW DIRECTION VON A. P-Cfj740 FLORIDA CENTRAL nE ROBERTS SURVEYING & MAPPING NO. DATE BY 446 Z^=-" Taj C'?CLE 185 N. COUNTRY CLUB ROAD SUITE 2052 yob EXISTING GRADES LONC)he-M FLA- 32750 LAKE 1dIRY FLA. x (407) 322-2213 PROPOSED GRADES I r x D PROPOSED PARKING LOT LIGHTS Cl) L! I c,W �a U • LLl co LI t`1 IL CD 7 N U. � � cc ) 0 U Q W < z U •,� A k •...,�i pp C.Lq cQ 0 Lo CD L it <- LLU j 0 4 j Oa 7_1 ` o "-j (a < < C) O Z 4 LU wH C�7 = w cn 0 u C � � e�LU z Oct �, .,.. . 0 Cc 15 UjCO _jw ¢u�U d - I 3 � 0 -E p 02 15.9 r Q ri. F � I V {2 r� t]USL µ CJ k, 7- 5 p Y; :r. LL. •s3 p G v7 e•� � J + II , cn t, of . CTS ' C-� , 1 . "GENERAL NOTES" SITEWORK: 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION COMMENCES. 2. THE SOIL SHALL BE COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS. 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., IN ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. 6, BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE SODDED. 8. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. 9. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 10. 30" STOP SIGN SHALL BE OF HIGH ,INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN.' 11. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED AS SHOWN ON SITE PLAN. 12. HANDICAP SYMBOL SHALL BE WHITE PAINT. 13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 14. ' INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 15. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 17. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 18. 6" PVC. CHASE UNDER DRIVEWAY. 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT, 5.2 PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 21. OWNER / DEVELOPER WILL CONTRIBUTE TO A SANFORD CENTRAL PARK SIDEWALK INSTALLATION FUND, AMOUNT TO BE DETERMINED. 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. 24. THERE ARE NO WET LANDS ON THIS SITE. 25. SECONDARY POWER TO BE PROVIDED OVERHEAD, 26. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS NEEDED. 27. EXISTING ZONING, R1-1. 28. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLECO NTY IS BASING R. a 29. PANEL TRUCKS, PICK UP TRUCKS, ETC. WILL PREDOMINANTL VISIT S TE. THEIR TURNING RADII IS TYPICALLY LESS THAN 30 FEET, TRACTO 9, 'OFF ' TRAILERS WILL INFREQUENTLY VISIT SITE AND WILL BACK IN CHALLENGER CT. WHICH IS A CUL-DE-SAC STREET. " ` N u r if v u 4 R S M iri I I m BLDG. TO BE SPRINKLED I 1 00 I FENCING ON MAP! VE DP'%'E. CHALLENGER � g t t. A o M I z I COURT AND APPRO)r%FATELY TO THE: ki'D PLANS REVIEWED Qa M U I I I CITY ® SANFORD SITE STATISTICAL S 201 CAL DATA B C ` ENTRY (DOOR SWING 180') ENTRY (DOOR SWING 180') I I POINT OF THE 14ESTERLY PROPERTY LINE. « 'C •c �o ' 192' I I II I x DESCRIPTION SQ.FT. ACRES % OFSITE o R Y ,e © _ _ _ _ _ TAKE BACK CALCS. FOR IRRIGATION SYSTEM. BUILDING AREA 15, a 014 0.345 34.06 0 t> p� --I- - .r . C) a o e I TOTAL ACREAGE = 44,098 SF. (1.012 AC.) PAVEMENT AREA 17.245 0.396 39.12 '� : °? v; fi 10' 12' S' 10' 15' IRRIGATED ACREAGE 11,839 SF. (0.271 AC.) IMPERVIOUS AREA 32 259 0.741 73.18 r C .'+•. Z PARKING REOUIRFVT«JS LANDSCAPE AREA 1 1 , 839 0.271 26.82 •� Ca n r'i I I I POTABLE WATER USAGE = 1 E.R.U. + 270 G.P.D. = 270 G.P.D. CONC. CURB STOP SIGN & BAR CONC. CURB I ( RECLAIMED WATER USAGE = 14 HDS., 0 5 GPM. = 70 GPM. * 15 = 1,050 GPD. n OUTFALL I ( 10 FRONT DRAINAGE 2 SPACES FOR THE F RST 4.00.0 S.F. SITE AREA 44,098 1 .012 100.00 •Gia Ga L " r I` INV. 30.0 N";1 1 SPACE FOR EACH 1,0x0 S.F., Cr '�* AND UTILITY EASEMENT 24 I I THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER No direct dischar a to Smith Canal without erosion control measures. \ WHOLESALE AND STORAGE. g DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT - - 1 SPACE FOR EACH 200 S.F. C+rF10E AREA. Receipt of SJWMD permit prior to Site Development Permit. AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. - f, `-� - "kms -' - - 1,843 S.F. OFFICE AREA = 9.215 SPACES LEGAL: x N. 00' 10 16 W. .. 20 .93 `?9 0 4,000 S.F., WAREHO� S- AREA = 2.000 SPACES ,� A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING I _ x ?, s" R.C.WATER `� �� xr3 , x `� x - LOTS 20 SANFORD CENTRAL PARK PHASE II, AMENDED �, •.., •..: � ,•.r � .„ „ x 5� S ?o - RECLAIMED WATER, SHALL BE INSTALLED BY THE • t 'Q 9,171 S.F. WAR�'OPJSE A-REA 9.171 SPACES DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL SECTION, 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST. AS TOTAL REQUIRED PA?!":G = 21 SPACES LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED '� REC��DED tN•.PLAT BOOK 54, PAGES 8, 9, AND 10 �� 16 L.F. 15" CMP. �„ �'s "o AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT a 1.; ACTUAL PARKING Spat.•: S 21. AND TRACT, THEREIN. 11 ._ - SEMINOLE COUNTY, FLORIDA. 48 HOURS BEFORE YOU DIG s (PbED PUBLIC ROAD) s' sA s' s� s CALL SUNSHINE 1.800-432.4770 8" WATER LINE /T'S THE L,qW /N FL4R/DA i INLET 1 MARITIME DRIVE LEGEND EXIST• F.H. Htv151UN5 PROJECT ENGINEI TOP ELEV. = 32.07 I OWNER: SURVEYOR: BOTTOM ELEV. 25.871 +- FLOW DIRECTION VON A. P-Cfj740 FLORIDA CENTRAL nE ROBERTS SURVEYING & MAPPING NO. DATE BY 446 Z^=-" Taj C'?CLE 185 N. COUNTRY CLUB ROAD SUITE 2052 yob EXISTING GRADES LONC)he-M FLA- 32750 LAKE 1dIRY FLA. x (407) 322-2213 PROPOSED GRADES I r x D PROPOSED PARKING LOT LIGHTS Cl) L! I c,W �a U • LLl co LI t`1 IL CD 7 N U. � � cc ) 0 U Q W < z U •,� A k •...,�i pp C.Lq cQ 0 Lo CD L it <- LLU j 0 4 j Oa 7_1 ` o "-j (a < < C) O Z 4 LU wH C�7 = w cn 0 u C � � e�LU z Oct �, .,.. . 0 Cc 15 UjCO _jw ¢u�U d - I 3 � 0 -E p 02 15.9 r Q ri. F � I V {2 r� t]USL µ CJ k, 7- 5 p Y; :r. LL. •s3 p G v7 e•� � J + II , cn t, of . CTS ' C-� , 1 . I1' TTP. FRONT WALL SECTION_ �)P PLATE PURLIN 5' O/C R-19 INSULATION DROP CEILING BY OTHERS 11 cm.u. 1•" MTL. STUDS 24" O/C Z" DRYWALL EA. SIDE BOTT. PLATE 4" CONC. SLAB UJ/ lyr 6X6 10-10 U1.UJ.M. -----------1 INTERIOR PARTITION TOP PLATE � r ABOVE S' DRYWALL ONE SIDE ONLY. 61 X 41 WIN wl 1 r.. TOP PLATE 1/2" DRYWALL 20 GAUGE g -011 MTL. STUDS 24" O/C I/z" DRYWALL TO CEILING HGT. BOTT. PLATE 4" GONG. SLA5 W1 6X6 10-10 W.W.M.. _INTERIOR OFFICE / WAREHOU5E PARTITION EAVE PURLIN CUTTER GUTTER "Z" PURLIN 5' O/C --"Z" GIRTS 5' O/C MTL. SIDEWALL MAIN FRAME BY OTHERS — 05 BAR CONT. — 05 VERT, BARS AT 8'-0" ON CTR. MAX. TTP. BIDE MANSARD WALL SECTION TYP. MTL. BLDG. 5ECTION OMI ♦. I II — I— -. NO I E5: 1. CEILING TO CONSIST OF DROP ACCOUSTICAL PANELS 2. STEEL STRUCTURAL DETAILS TO BE SUBMITTED WHEN RECEIVED BY CONTRACTOR 3. BUILDING 15 TYPE IV UNPROTECTED 11Q1 _.1111 To= P'. ATE STUDS 24" O/G 8' 'X' BD. EA. SIDE SOT',, . PLATE 4' cA:O. SLAB W/ &x& k; -lm WW.M. -- --- —L— ""�F��L<ELU A _ ._. LU.P."'12 00 FLOOR AN SCALE: REVISIONS: 1 4 5 6 1211 VAG11 �^ Y 01Rb DARA. •. . i 6m IA. 30(05 DRAWN BY: H.R. PROJECT ENGINEERING 140 FLORIDA CENTRAL PAR<WAY LONGWOOD, FLORIDA 32150 (401) 530-1413 ol WINDOW SHEDULE TYPE LOCATION W 6141 HORIZONTAL 6LIDIN5 EXTERIOR 0 4NI HORIZONTAL 6LE)IN6 EXTERIOR DOOR SHEDULE 1YK LOCATION A 3C*6 HOLLOW CORE WOOD INTERIOR * 3066 METAL INTERIOR C 3066 METAL EXTERIOR D 10'A 6' OVERHEAD METAL INTERIOR C 12'X R• OVERHEAD METAL. INTERIOR *X 14' OVERHEAD METAL EXTERIOI! TITLE BLOCK: FLOOR PLAN YON A. FLOURDE LOT 20 (of X41 WIN wl �r N s 41 X 41 iTl WIN o� wl 61 X 41 WIN N 1 r -55'X74 x (I - A c PLANS REVIEWED CITY OF SANFORE e��sto CITY OF SANFORD BUILDING DEP% P. 0. BOX 1783 SANFORD, FLORIDA 32772-178$ SHEET NO. 2 OF � 4 JOB NO. Sa-YON A. PTY. FONT WASCT I ON DP PLATE PURLIN 5' O/C 1 R-19 INSULATION DROP CEILING BY OTHERS �" C.M.U. �" MTL. STUDS 24" O/C 211 DRYWALL EA. SIDE E30TT, PLATE 4" CONC, SLAB W/ (oX6 10-10 W.W.M. ----------- INTERIOR TOP PLATE ABOVE S' DRYWALL ONE 51DE ONLY. TOP PLATE DRYWALL g -011 MTL. STUDS 24" O/C 1i2" DRYWALL TO CEILING NGT. BOTT, PLATE 4" CONC. 6LAE3 W/ 6X6 10_10 W.W.M. INT��IOROFFICE WARENOUS��ARTITIONWARENOUS��RTITION /1-1 IttCC GUTTER SAYE PURLIN 171, PURLIN 5' O/C "Z" GIRTS 5' O/C — MTL. SIDEWALL —MAIN FRAME BY OTHERS 05 BAR CONT. 05 VERT. BARS AT V-0" ON CTR. MAX. TY�. 51�)F_ iANSAIRP WA��S�CTION51�)F_ AN5AIRP WA��S�CTION TYP. MTL. 5LQG. SECTION RITUW"T ROOF LINE TOP PLATE , , 1L. STUDS 2-d' O/C '8` 'X' e:). E4 5'DE 50 -IT. FLA —,= 4" CONIC. SLAP W/ 6X6 10 -lam LJ_,';. �. t I��WA W.P #1200 _—___—_ --- - �..T..T_ e"X7fIP:T.s4'?5lA4�ii9'F717:?iiWn.io+asS�T..s'.i:u341na�a:ryw..-...r �N, rxttr}°""t'✓S; J;:iR:e.:a . PLANS REVIEWED CITY Of SAIdFORD YA, III fill IIWI - r � i 11311114 ~kllll'll WIDIII 1.11111 C'NI1`J'A'll INlIIC11LUN.) IN UNPAVED 1')'. dR III (III'.) r W/ 5111 of Pit'( ` :•:+4•,. O• (,ll IWIL it IUII MITTEN 11•,Irt.✓ „irA:C IN :IUII. IIUN) -'�.,• 1`n`.:`__ _ � -_ �- -. _ _ - _ .v= = `-'••Ilt\i �.�,,:•, F- 2 ILMI. ASPHALTIC COLIC. ;/ :/• s.•, Y!✓ • AIIULC MAY VARY / -•-\ IrAI', A:,A A 1..,..•�T / sit Not[ 4- )I•;A1 /i �, C; PIPF O.U. sFlrcr Common c% 0 IT, 2 .Il 11,11 f I MAAIm IJM 1 NSII'I A" PER •'•Irl 1.11.11`1 ul'ACII i Y UI lilt 11 � 1 1•rl't 111 1 :.i 1 I � 1 11 . Hit. C CU l IU S I v 1 +. !. 111(1:[11 IIACI.I III: CIM"1V1I IitI COMPACfro TO 95P, Of lilt WAXIMIIu Do 11,1111 AS PER `M r! AI` NC J.Y A`it W'AJILL,.I. 511.E L USED lNi l • 1 Y CG A lu 1-IbU. IlU Ull /.•TUU Y S L Y I R A I ARIA!, S AIL rrI ICILU. PIPE CIfU0u16 UIRRING SFICCI COMMON fill- OR BfDD1110 RGI:I. IN ACCCPhA110E wl(H TYPE A ! ULUDING AIIU Ik(11C11110; DETAIL MAf UC HLQUlk(D AS UIdLCILU Uf Int CITY. 4. if 4' AHI (•): l: MAF:. ION UTAMCILkS LESS IIIA- 24, AHU 24' TUN P101t l�:A4 lR 2 U LAIIGLR, Iii[ A1INIMUM 0151ANCC. SHALL COUAL TIIC OUISIGC OIAMf T(k Or THE PIPE. WAIrk SNAII WIT ilr PCkmIIICD IN lilt IRCNCII DURING C0IIS11`00.011. C.. AIL PIPE TO IIT IN'tAII(D Willi DrIL (ACING UPSIRCAM 10 TIIC DIkfCI,)H Or III[ FLOW. ). Ili ll It Ti) °.dCllitll 3:.5 t)( 111[ 1U/1UAL FOR SHEr TING AND ORACINi, IN EXCAVATIONS. SNAI I. CCMPIY Willi SIAIE OF ILONIUA IRI:nCH SAI(TY ACL K. IINAL kISIORA.IION UI IILYROVr.O AREAS SHALL BE IN COMPLIANCE WITH ALL APPIICABIL kI GLN AuOtrl UI GUVI 11llINC AG/NCICS. SUkrACC XESIONA1101/ WHHIII CII+ 1111",111 -Of -WAY SrUll. COLIPLY wlilt k10UIHlm1.NTS Of RIGHT-OF-WAY UIIIILAIIUN kt GULAilU14S. ;IYi'17 ,f?_f?EDDIiJ� ANQ OPEN -CUT DETAIL_ (RICI/qS) CITY OF 'SA 14F0RD �...1.r.4.:::.:r..._:.:._rum°.Xff.;f.:.'1..�..L.✓.:, I nlI, YII 1111. 1`•w, ru11 A.1 1 n �� IJ MAY 1997 FIG. 100 !31111111U11I I_ENGTII (FT;, TO GE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE �j 8 10" 12" 16" 20" 24" 30" 36•• 9o, UENO .. Flt PI!i St _- •»L.- 1 II -•1.r Hill[) . .. 6666._.._.. I - _... .__. _... - •-- ___ '_ . - _ - I'IOU OR II IiAIN%H II I ✓l 14 l i ' 1 NCJIES: I. IIIIIIIG:; SIIALL DC RESTRAINED JOINT TYPE. Ili';IAL I. 1Of,L LE:NGIIIS OI- PIPE WITH TOTAL IA DICT If CON iAIfNING ONLY RI SIIu,INI U .1011115 EQUAL IO ON GH[AICR IHAN LflIL;Hi SIIU'NN IN TADLC. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FIiIIIIG WHICH YIELDS GREATEST LEiNGTH OF RESTRAINED PIPE. 4. IN L111L VALVES AND THROUGH RUN OF TEES OUTSIDE LIIAITS OF RE -STRAINED JOINTS FROM OTHER FITTINGS (NEED NOT DE RESTRAINED UNLE5S OTHLRWISE INDICATCO. t,. LU14TIIS SHOWN IN TIIC TABLE HAVE OCEN CALCULATED IN ACCORDAiNCE 1'!1111 'TIIE (ROL"Lft. OUiLINCD IIN TIIk ST RESTRAI1`IT D[ SIGN TOR DIA :11LE IR011 11111" AS PUBLISHLi; UY DIPRA, YIIIH III[ FOH OWING ASSU,!PTIO11s: 7YI11 OF PIPE: _---__--___• WORKING PRESSURE:_______.P.S.I.• SOIL LAYING CONBITIOiIS:________' c, FOR PIPE ENCASED TIN POLYETHYLENE, USE VALUES GIVIN IN PARENTHESES OR IICREASC TINE GIVEN VALUE BY A FACTOR 01- 1.5. • TO HF. C41.11"1 ETED RY THE ENGINEER RFSTRAINED--PlI?E T/A13L E. CI'fl' OF SANFORD MAY 1997 FIG. 10 Alii FVC WITH _ NIHIL If III kwG - II WIIII I. I'ti'L 1 �+ villi lHuf LEIIfkIli; - NAI(R.I. 2 1' I MALI YUTAUI( 111)k MA11^MA%. YOIAtlII WAIIk MAlrl Y(ITA ---... _ 666.6._. .._J __. ----•-------__6666.------'---` I) If III RING S10.11 Al-PFAk 014 Tit. ff 3) 1EIIrkI11G MUST )r PEkMANDITLY 61)CS Of iHr PITC Abil RIM lid IMPRI76HAIEn 11,10 TN! 1'VC (If [III IRI LLIIGll1 4A IILL 1'IPL, CAN 1101 UL SIt HCN.LII OHIO TIIC a iFA,;C Gf Tlif PI'I. .') IIIfIR1116 SNAII III A LII111MUM 3/4' IH HLIG111 A1111)APPI A" "It UN 4) 1I 1111/11 G ,IIAI.I [it 11111E UH MJIt I' HITS llI If+ II III(:fitS ALONG W'Hlft PVI: OR V0111i 011 BLUE IILL 1.1111:111 GI' Illi P_1'G_f'OTAQLC_Y(AIER_Lflati NIS - TYPICAL METAL PIP[ r 2.0 4 PU'C d"' TAPE IS CCNICNCG AlG•NG TOP HALF f L O PIP C. ••� r •%Y, Til, i rr,r,T//r.rr,�r•+,. •�rr•rnrr.r•�lj:%': !•%�, v01ANIC WATER MAIN POIAbLC TVAII'N MAIN [ 11 ,1`Y//NY! 1`r 1`r /1(151/i1`%,/1,•;1_6....1,• ,'F, r. .,.� '6666_....... ,''1..+•�c:n....,.• :A. .�r..�_."_.........__...""..__ :.. Ib" MME o" IAF'( IS PLACED ALONG BOTH SIDES Of iGP IIALf 01' ' I . !w I wrw .• 4,141 . 1w .Ir!• 1fe,1eA 1 w 11 IL IJI 111 1 r Y.. r;1 r•, •rrr rr2•, +11111 r 1`r r r 11,6.1 •, r •r/. 1`p, 1`r. 1`r r! /i1` irr,• 1`r /' •// ,y 1.�.+:1ii::L'-i1`.+•....� �«4.i:.%....4.J...::%.'1.:....-{�i:.::..:_...._-...1.:.:.:`.. } ' ru11Ol w•IV wx, ro1A1.1 1`.N. r1,11p1 .11 A r• ..�fJ� :U' AIIU LA.R(Ak I.11'L - TAPE IS PLACED OM UUNi SIDES Of IHC full HALT Of HIL PIPE /1111 A 111110) SIKIP CNILIIkl) AIOIIG IOP IUII. Of PIPE --V 20)ARr CUT EUUI IMCNCII WIU111 VANI(2 CItUWN 1111.14C Il IN U1111AVCD 01 l%1511111: ARCAS. (3" Mill.) r4vu(Iu (ITT.) -' w/ su[ G! PIP[ (ST.( NOIE 0 ION DIMER rINISIIED CRADC Id510HAI)ON) tri. •. /1 \,�Y♦ f VrG ` •� F2" MIN, ASPHALTIC Colic l•" 5 ANOLC MAY VARY -fey u .5n , s �l. f IO SLL NUI( :�:� � Y\.�) i z i j f 1.411 MOIL 4-\ 1p11ti\�nl h vl \r, / PIPE 0. D. A Y, 12 (1YP)??Q 51(111 1�1 %J� u `1 COMMON O �;:. ;• rlvf\i� FILL - 1 O AI�iSSTi Irrtr, ,}l•` VJD.i 1, fsi5 lu ISCY7'l5�t 19(70 'Y(,♦,(- OCDDINC ROCK e PIP[ UCfiOING (Sfr NOTE DIIOISf UROCD (A11111 NOTES: 1 PIPE tlDSI LICI COMMON TILL COMPACILU 10 95x 01 IMC MAXIMUM UlHSIIY A S PE12 AAS 1110 T-150 1 11' A -'I M I PA 1 U Y II A%1 UM DCII' A' R A 2. 1tl LII R CKf ll, COMMON I IL COM C f IO 95. 0{ 1C M Id SIIY S Yf ASHIO 1-1150. r10WALRE IILL, 1 -TUU P.S.I., SHALL BC USED WHERE EXISHOC PAVED AREAS ARE .111 ECICU. 3. USC Or TYPE A BIDDING 10 UL' OLIEHMNICD IN iIIE FIELD AS UIH[C1CU BY TIIC CITY. 4. (•)• 15" MAX, TO[( I'll'[ DIALILILIt LCSS IIIAN 24', AILD 24" MAX. FOR PIPE' DIAMETER 24" ANO LARGER. THE MINIMUM DICIA14CC SHALL EQUAL THE OUTSIDE DIAMETER Or TLIC PIPE >, WAICR SHALL NOT OC PCI•nTTCO IN 111E TRENCH DURING CONSIRUC110N. 6. ALL PIP(. TO UC INSTALLED WITH DELI FACING UPSTkCAM TO TIIC DIRECTION OF THE flow. 7, REFER TO Sreilon 32.5 Or TIIC MANUAL FOR SIICCIING AND DRACIHG IN EXCAVATIONS, SHALL COMPLY Willi STATE Or FLORIDA iRCIICII SAFETY ACT. B. GRAVITY SLWCRS SHALL UTILIZE TYPE A UCUDINC IF REQUIRED BY THE CITY, BCODING DEPTH SHALL UC' 4" MIIIWUm EON PIP[ DIAMETER LESS IIIAN 15' AND 6" MINIMUM FON I'11'C UAIMEICR lu AHU LARGER. 9. DEPTH fOR Nl'MOVAL Or UIISUIIARI[ MAICIIAL SHAIL GOVERN DEPTH 01' BCOOIIG ROCK RCLOW TTI( PIPE. TIIC CITY SIIAIL D(iCRwiNC IN TIIC riflD If REMOVAL Or UNSINIAOLE MATERIAL IS HCOUIrtT.O 10 REACH A St1IlAUlL [QEHIDAIlOtI. TYPE A E? 01NG AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 TRCNCII nuns T7./r/yr Is" MIN." f : ins ALL AROIRID (mill. 2 CI(ANAIICE At� �lTt AROU1/0 PIPE.) Y1 _A• F . Mul. (Err.) TIC RODS INCLUDING A 4 • 1/2 NUTS ANI WAIIIrf12 1101 DIPPED GALVUNLLD (Sill. SCLfloutt ULtow) O( MECHANICAL SIAINII SS SIICL \ I Imo•-- C (6' mill.) J Of ARI11C PLAIC OINTS 011115 1`4 TARS `Y!; i�Aisruanr0 - )1`r l a yn'k1 -'i;JI.G' D 4'-0" M N sr[ Ionic- DETAILS FOR HPC Ur OUDIG 1-142[ D[ Roos I+ 3" COVER k[QUIREIILUIS 1-1/2' PVC SLEEVE n01 C 5: 1. ADDITIONAL REIIFORCCMEHTS SHALL BF. AS SPECIFIED BY THE 111CRl0k. 2. MINIMUM COMPRESSIVE SIRLIIGIII FOR CONCRETE SHALL UC 3000 1.5.1. 3, Bf OU111G, IIACkllll., AI) COuP:C11ON SIULL BE AS SI'LCH ICU LLSL'n'11LR1 UI I11C STAIIOARD DRAWINGS. 4. ALL FORM UOA14US SHALL UL IILMOVEU PRION 10 6ACh,IILL. 5. NO ALLOWANCE SHALL BE MAUL FOR IRICIION 0CIWCCII fill PIPE WALL AIIU IH[ UIRUSI COLLAR. 6. DESIGN YRCSSURF:---P.S.I.• SCHEDULE Of DIUC14SIONS AND MATERIALS ' - - - - - PITC- SNC DIM(IISIOIIS i (RICI/qS) A B �...1.r.4.:::.:r..._:.:._rum°.Xff.;f.:.'1..�..L.✓.:, I nlI, YII 1111. 1`•w, ru11 A.1 1 n �� IJ 0p Du. 1101. n 1 , 66+66 :G1"1JJ':;l•J.'lY.:r!!/.VJ..:.•"lll-�=+/.f/L 616.1... "1 1^-.-6_6_66_... •1`.1.e1 _66___-_66._.___-__: !•_ 3(? 4 A //C lD" AB" I •Q- TRENCH MAX. Pik pit, 1 orf aoi rrc--it A• r ca to W.N. EDGE Of CROSSCUT 1�ENOS '•"'••, Ir u• 11.1. ill cl. I:•1'! WI111 hI AGI; PL kL1AlIlNILY IMYNEWIAILU LEIILNIING --•^ TEF WIP► I • SOiL (TTP.) Suntl bC u;iU, TUC TAP( ','HALL RUN FROM JOINT TO JOINT TRENCH WIDTH 41 GN4 Illr YIYI. = CONCRETE IS USED AND CITY HAS APPROVED A SHORICR DUCTILE_ 1:i4tLF:0T2.flLE_YiATE[�!:L•:'.Itl A !YIT11_.IDEt1II1CeI14t1JrCC i fV � _ r 1112 . L'lf_EJQEI!IlE1rAI14N FITTING MIN IF (1' Q1AULL_ WAIER) CI1Y OF SANFORD MAY 1997 FIG. 110 THRUST BLOCK 20)ARr CUT EUUI IMCNCII WIU111 VANI(2 CItUWN 1111.14C Il IN U1111AVCD 01 l%1511111: ARCAS. (3" Mill.) r4vu(Iu (ITT.) -' w/ su[ G! PIP[ (ST.( NOIE 0 ION DIMER rINISIIED CRADC Id510HAI)ON) tri. •. /1 \,�Y♦ f VrG ` •� F2" MIN, ASPHALTIC Colic l•" 5 ANOLC MAY VARY -fey u .5n , s �l. f IO SLL NUI( :�:� � Y\.�) i z i j f 1.411 MOIL 4-\ 1p11ti\�nl h vl \r, / PIPE 0. D. A Y, 12 (1YP)??Q 51(111 1�1 %J� u `1 COMMON O �;:. ;• rlvf\i� FILL - 1 O AI�iSSTi Irrtr, ,}l•` VJD.i 1, fsi5 lu ISCY7'l5�t 19(70 'Y(,♦,(- OCDDINC ROCK e PIP[ UCfiOING (Sfr NOTE DIIOISf UROCD (A11111 NOTES: 1 PIPE tlDSI LICI COMMON TILL COMPACILU 10 95x 01 IMC MAXIMUM UlHSIIY A S PE12 AAS 1110 T-150 1 11' A -'I M I PA 1 U Y II A%1 UM DCII' A' R A 2. 1tl LII R CKf ll, COMMON I IL COM C f IO 95. 0{ 1C M Id SIIY S Yf ASHIO 1-1150. r10WALRE IILL, 1 -TUU P.S.I., SHALL BC USED WHERE EXISHOC PAVED AREAS ARE .111 ECICU. 3. USC Or TYPE A BIDDING 10 UL' OLIEHMNICD IN iIIE FIELD AS UIH[C1CU BY TIIC CITY. 4. (•)• 15" MAX, TO[( I'll'[ DIALILILIt LCSS IIIAN 24', AILD 24" MAX. FOR PIPE' DIAMETER 24" ANO LARGER. THE MINIMUM DICIA14CC SHALL EQUAL THE OUTSIDE DIAMETER Or TLIC PIPE >, WAICR SHALL NOT OC PCI•nTTCO IN 111E TRENCH DURING CONSIRUC110N. 6. ALL PIP(. TO UC INSTALLED WITH DELI FACING UPSTkCAM TO TIIC DIRECTION OF THE flow. 7, REFER TO Sreilon 32.5 Or TIIC MANUAL FOR SIICCIING AND DRACIHG IN EXCAVATIONS, SHALL COMPLY Willi STATE Or FLORIDA iRCIICII SAFETY ACT. B. GRAVITY SLWCRS SHALL UTILIZE TYPE A UCUDINC IF REQUIRED BY THE CITY, BCODING DEPTH SHALL UC' 4" MIIIWUm EON PIP[ DIAMETER LESS IIIAN 15' AND 6" MINIMUM FON I'11'C UAIMEICR lu AHU LARGER. 9. DEPTH fOR Nl'MOVAL Or UIISUIIARI[ MAICIIAL SHAIL GOVERN DEPTH 01' BCOOIIG ROCK RCLOW TTI( PIPE. TIIC CITY SIIAIL D(iCRwiNC IN TIIC riflD If REMOVAL Or UNSINIAOLE MATERIAL IS HCOUIrtT.O 10 REACH A St1IlAUlL [QEHIDAIlOtI. TYPE A E? 01NG AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 TRCNCII nuns T7./r/yr Is" MIN." f : ins ALL AROIRID (mill. 2 CI(ANAIICE At� �lTt AROU1/0 PIPE.) Y1 _A• F . Mul. (Err.) TIC RODS INCLUDING A 4 • 1/2 NUTS ANI WAIIIrf12 1101 DIPPED GALVUNLLD (Sill. SCLfloutt ULtow) O( MECHANICAL SIAINII SS SIICL \ I Imo•-- C (6' mill.) J Of ARI11C PLAIC OINTS 011115 1`4 TARS `Y!; i�Aisruanr0 - )1`r l a yn'k1 -'i;JI.G' D 4'-0" M N sr[ Ionic- DETAILS FOR HPC Ur OUDIG 1-142[ D[ Roos I+ 3" COVER k[QUIREIILUIS 1-1/2' PVC SLEEVE n01 C 5: 1. ADDITIONAL REIIFORCCMEHTS SHALL BF. AS SPECIFIED BY THE 111CRl0k. 2. MINIMUM COMPRESSIVE SIRLIIGIII FOR CONCRETE SHALL UC 3000 1.5.1. 3, Bf OU111G, IIACkllll., AI) COuP:C11ON SIULL BE AS SI'LCH ICU LLSL'n'11LR1 UI I11C STAIIOARD DRAWINGS. 4. ALL FORM UOA14US SHALL UL IILMOVEU PRION 10 6ACh,IILL. 5. NO ALLOWANCE SHALL BE MAUL FOR IRICIION 0CIWCCII fill PIPE WALL AIIU IH[ UIRUSI COLLAR. 6. DESIGN YRCSSURF:---P.S.I.• SCHEDULE Of DIUC14SIONS AND MATERIALS ' - - - - - PITC- SNC DIM(IISIOIIS TIE PIOUS REDID (RICI/qS) A B DISTURBED, CXCAVAIE ALL 100SC MATERIAL AND EXTEND 0p Du. 1101. <t " 3(? 4 A //C lD" AB" -172--f •Q- TRENCH FILM a WI R a 1. P 10 10 PULING CONCRETE A ( ) C C C III USI BLOCK. 1 orf aoi rrc--it A• r ca to W.N. EDGE Of CROSSCUT 1�ENOS '•"'••, Ir u• 11.1. 10 SUIT IHE SPECIFIC 1`1111110 ARRANGEmENi, TEF WIP► I • SOiL (TTP.) YRCSERVAIIVE If FORMS ARE 10 REMAIN IN PLACE. TRENCH WIDTH BEFORE PRESSURE TESTING, UNLESS HIGH EARLY SIR(I+GIH = CONCRETE IS USED AND CITY HAS APPROVED A SHORICR PERIOD, x THRUST-- �. fV � _ 4 THRUST BLOCK FITTING MIN AREA (S0. (T. CONCRETE THRUST BLOCK wo1111N/yH Al OCX A.1.4 10 IN CO -,1(9 ON BASIS Of LIS. rlA I0. H. IOa It 111..,1 (500 NII,) bt..'I•C. sir IW 11 I • w Al Co-HNe or UKYA1• WATER MAIL-IBRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND IE.VFI A L- AE LAXVINYL CONTINUOUS IDENTI- FICATION/WARNING TAPE MITI. TYPICAL UTILITY PIPE SEGEEALN4IC�: A. ALL UTILITY PIPE, Llilll It PVC Off METAL, SHALL UC INSTALLED Willi 6 INCII VIIUC VINYL CONTINUOUS TAPE, FON TUC-nrICATIUN AND WARNING PURPOSES, BURIED ABOVE 111[ PIPE AT A MAXIMUM DEPTH UfPIH OE IB INCHES OR AS APPROVED BY THE CITY. 11 SHALL If( COLOR CODED AND WORUCD AS IOLLOWS: 1. YOIAIIIr WAIIR 3. GRAVITY SEWER A, COLOR: HIUr Willi BLACK. LCTICRING, A. COLOR: GRCCN W1111 UTACK LETTERING. B. LFIIIRING: "CALIHON: WAIFR TINE B. tCTttkltlG: "CAU1101I Sf WLN LINE UURIEU 1NLOW' ON SIMILAR W01401110. BURIED VILOW" ON SIMILAR WORDING. 2. RECLAIMED WAllk 4. SEWER FORCE MAIN A. COLORd•URPLf WITH W9111C LCNCRDIG. A. COIOR: BROWN WITH BLACK LETTERING. B. Lf TfIRING: -CAUTION: HLCI.AIMID WATER B. LI:Illkl116: "CAUIION: SCWIR FORCE LII+[BURIED BELOW' OR SIMILAR MAIN UURICU BELOW* On SIMILAR WOR B1,iG. WORDING, U. A COLON -COULD 14 GAUGE CUNIINOUS INSULATED LOCATING WIRE SHALL BE INSIALLCU ALOIIG ALL PR[SSUkl2C0 NON-METAILIC MAINS. THE WIRES SHALL BE LOOPED AND NICD TO ALL VALVE BOXES. (SCC FIG, 400) _VIILIIY_ PJP1,JQ[11I1E1CATION/-WARM G? HAT RIALS (SEIYER.-PQIADLE_YIAIER.-AND F3EClAIh1E(2 WATER) CITY OF SANFORD MAY 1997 FIG. 111 UNDIS I U EARTH 511( C 1It10 �- SEE NOTE I 4 /UAtI-w .• •1`r f! HORIZONTAL k VCNTIC L (TPP.) r01AALt WAIER A(CL,..CO WAIER• I 3000 P.S.I DISTURBED, CXCAVAIE ALL 100SC MATERIAL AND EXTEND CONCREiC .�r+.t14 IIOY1/. 1 11.1. $IICC1111C q5 , 0C DOING - DU C HOCK - tv f f _ ........... _ NCII URSHECIED INCHCH SEC -OIC 1 Ill If ' • . SIDES CAN r�' OC PORMCD �fii. i' +.••r+�- 3000 P.S.L -CHL CO IC '.:, i',1` •••Y r UNDISIUNB(D EARIII CONCRETE ARCH FULL ENCASEMENT SHEETED IRENCII UNSIICCTEO TRENCH '-'- NOTES: 10' will 'D" 6' SEC NU1E I IYP, I. (•): 15' MAX, FOR PIPE DIA14CIER LESS THAN 24", Y MAIN. ( ) AND 24' MAX. FOR PIPE DIAMETER 24" AND OVER. / FOR COHCRET[ ARCH. THE Mill. WIDiH SNAu. DE ( -SIDES CAN EQUAL 10 OUTSIDE DUM[Iffl Of PIPE, )N' UC FORMED Z. 'D' NCfCRS i0 THC DUMCTCR Of TIIC PIP[. ke! ♦'.�:'�. _ 3. 'r' REFERS 10 I/[ THICKNESS Of 111E YIP[. 1 P / n - 3000 PSI 4 R A• r •. � 1`rti •: .•.• • . A.:Ir '�..• �. nlE NEED FOR COucRC IC ARCH u 1` C /CASCM R 1oiCRIUR FULL Cf1 ASCM NI IO OC UCI(NmlNCO IN THE fICLU AS UIRCLfCU BY TLIC CITY. I `(tl: j.�ri,l A i-UNOISTUROCD Fix, n •, • L':�' S, REFER TO SECTION 32.5 Of NIC UTILITIES MANUAL FOR Y EARTH StIEL11NC AND BRACING EXCAVATIONS. )illi�i. A 6. R+GS Of CNCASCMCNT SHALL Of FORMED, .110 CONCRETE CRADLE LOCATIONS SHALL DC INDICAICD ON RECORD DRAWINGS. FINISHED GRADE CONCRETE BLOCK 36" )AIN, Oft BRICK AND (SEE NOTE 2) COVER MOkTAR WALL T BO FILLING A 1`H V ( ENDS -Err HOLE _ RESTRAINED JOINT DUCTILE - IRCHI PIPE ^, i 1' MIT -_I I-•- 6" MIN.S1F.EL CASING PIPE DUCTILE. IR014 PIPE CASCADE TYPE I CASIIC SPACER NOTES: 1. WHEiN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIOiNAL REOUIREMENiS OF THE UTILITY ACCOMODANON GUIDE SHALL HE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE Of PAVEMENT AND SHALL NOT BE LESS THAN 6 FEE] BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CAS TNG FDEEPER I OR BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCA BY 4 INCH PRESSURE TREATED WOOD SKIDS. WHICH ARE NOTCHED FOR THE USE Of ONE INCH WIDE STAINLESS STEEL OAINDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY DE USED OiN A CASE BY CASE IASIS AS SPECIFICALLY APPROVED IN WRITING BY THE OIRF.CIOR, SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 19971 IG. 106 4' x 4' PRECAST FINISHED CONCRETE VAULT CAST IRON FRAIJI [RADE AND COVER WITH 36" SQ. ACCESS LID. 4" MAX. 17-1 4" GROUT I. Aw PREMOLDED PLASTIC-­­�--- JOINT FILLER y' VALVE (TPP.) [ 5" WALLS(141111.) 2" PORT WITH �` THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE VALVE�n SEE NOTE 2 2" NIPPLE,; SERVICE SADDLE PER SPECIFICATIOiJ SECTION 50.5.4 FITTINGS AND,22,}i PIPE FOR A.R.V. SHALL BE BRASS A ` ^) • ISI ,lT1 Wt(i j6.. 1 �IOCOG" \�8" GING ROCK x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) n01CS: I. Anovc DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACVVM RELEASE VALVE. CHANCE PIPE AND 1`1TIINGS ACCOROUIGLY FOR OTHER VALVE SIZES AND TYPES, VALVE SIZES 10 BE DOER- MINCO BY MC CNGIII[Ill AND APPROVED BY THE CITY PRION 10 INS f ALLA11011. 2. THC MINIMUM DImoisioN FROM TOP Or PIP[ TO (RRSIIED GRADE SHALL BE 4.0 FECi. 3. ALL SIRUCIURCS f0 BE (RAFFIC BEARING RATED. AJf�4R_.�41dBINATI4N-AIRS"AG_�.S!1� RE L.LASL_YALY_E_D.E.IA 1 L CITY OF SANFORD iY1AY 1997 FIG. 112 I,...•, NQIM- 1. TIAC TABLC RCPRCSCNTS T14 vl.fl,rt. SCVSJO? . MOWCNCNTS AS [(SCRIBED IN f.D.EP. RLAIS Cf Td f_P*CA A.:WWt14ATION COO[ (FAC.). I.CSE SEPARATION V::ns!.(• 1 S'+ A.•*:T YCIWCCN of -1T PROPOSCO UTILITY L -Cl ..0 (.'S•I.A: CA PL�FOSCD UTILITY trwl S. •2 TOR IN( PURPOSE or ice" I•D.[ M,^aLEy waT[R SHALL MCAN Aa, RESTRICTEDPUBLIC ACCTS% BC.1 C6 -•• as evvio BY F.A.C. U-610. OTHER lye 'S u dT:._.uh -•!4/ lut CO.IS10[NCO RAW SIKAGE AND S YARA1IOIr1 lS f1 I:A 1I•./� 1r tR SMALL APPLY. 1 All, SEPARATION DI T4•C(S ( r* w 0.• r ( Cr ►P( TO OUI I S OC C( ►IY[ UNLESS oIN 51u I.n_'.IcC.•Lr.-r ►+OLNI C i CRCAIEN CLEARANCE S,,iiA" K .1n4: C/C - DCNOICS CC. -t• CO Pr( 6S ClrT[R Of PI►E 0/0 - O[NOTCS P.*'.CC 0, PI•( to 0a&" Of PIPE. 4. ACCEPTABLE YAR .A3r:Ei A. WHERE IwtuONT&I 1(►•1•*4. RS -r-* •Ti4t.•RC, DUCTILE IRON PIP[ OR CO-C/:If [-:•1[.[.1 b!_19 BE USED FOR AT LEAST ONE Of IA( PPSS I._C7Lf w•:A. CR CONCRETE EN- CASEMCIII MUST Of 116[I R.A.-L r1ANAr.1r rf•AANC[ IS REGAINED. B. WHERE TB INCH VERTICAL SEPA1.1Cw IS RC1 ATTAIrUBLE AT CROSSINGS, USE ONC FULL L(KIA, V 016{111.( MON OR CN - CASED PIP[ CENTERED AT lhE ►:I-1 Cf ClaSS111G. SPECIAL SUPPORT WAY BE REQUIRED. S. NO WATER PIPE SHALL PASS THROUO/ M CJ.1T IN CONTACT WITH ANY PANT Or A SANITARY OR SIC4. -•ftt-ANNOLC OR STRUCTURE. CONCRETE ARCH A►47 EP:25EMENT DETAILS 30" x 30" x6" TK. CONIC. PAD (FLUSH Willi FINISHED GRADE) 3" DIA. BRONZE 2- 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED 114 CONC. PAD %( iI=AcS CONC. PAD-STAUP AS STAMP AS RIGID. ALL As:,:?fO REQ'0. SIZE OF VALVA. ' TYPE OF VALVE w (2--�1/2•� I SERVICE�•�' V" .' •. • DIRECTION li '110.-�/ ! TURNS TO OPEC' WAi 1`r , APPLICABLE VALVE - " T f •` BOX AND COVER (SEE FIG. It 5) C - 1 12 - CHOIRS 3000 P.S.I. MIN, (TO BE APPROVED COLIC. MIN. BY CITY) VALVES 16 INCHES A•T LARGER 1 6' TIC CONC. PAD Iy 24' FINl1SH WITH I FINISHED GRADE) 1 REBARS =3 I ALL AfNOUtN D �•• , A • WAIT A 24' APPLICABLE VALVE BOX AfID COVER (SCE FIG. 115) VALVES SMALLE° TNsR: 1E Ir:CNyc, VALVE ROY P10 IDETAIl CITY OF SANFORD MAY 1997 FIG. 107 C014CRETE VAULT GSI A•:+ ry.td 36' SQ. A:.A•C tat• -•[n i Sl t.C. UKIWG/ 17-1/4- PROPOSCD (w:11if ►AV[M(NI 4" MAX. 4 x Pk :CA 1 Iw+tA•[t: Cl •i( ��� 0►Et4iOR -I • to ..1 _ �v`Y� h.11DLE PRCMOLUCO PLASTIC+'A JOINT FILLER _ _ r ••:.( trip) CAST IRON VALVC BOX PIPE PLUG (TYP.) -S' vKl C"•fl•) 101 SECTION 2' NIPPLE _� r P^J/T W.. IIT[NSION 600 AS 2- OAT[ 'I' t•KFfti(L PYCr 6(OVIRID VALVE - S[[ 1`:•c S 2" NIPPLE /i� 1. cIA•�1t r TO' BEND 2" 90' VENO - ul Vit ; y� j r NIPPLE L}r}I,_T • A` •i.�rtyy Y ,. })1 { 'f`?tT: it W1`?. !'Li:¢. �•C•A: v.7 4LL 'r. .0 aT.j r M..SS POC H 6• BIDDING ROCK r . u annroacco CONCRETE fOOTING. -.S •f 1`••(R 1:11•_[ _.1. CA -.1[ / A..w SCRVI-:[ SADDLE P 1[R S [CMICAIION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 WC. CJr4..•PCw AA/VACUUM R[l1ASE VALVE. CNIAfIGC YIP[ AMO / •'n::1 KCC4SnICtY FOR O1ntJ1 VALVE SIZES AND TYPES- Wt•t b.CS IO 6T U[fCRUNNED BY INC ENGINEER AND APPROVE 91 1•4 C:It /•,CIN 10 IIISIAL- LATaw_ 2. DIC I.wuuM DImcnsioN room CLO.,'•^- 4-•0111 T5 f-rS-CO GRADE SIIAIL bE A.0 FELT. 3. THE Ant RELEASE VALVC SHALL BC AJ[}AAISLT S4)►►ORICD. DMET AIR OCO i'°LYAS�l�l.ld ' VACQUH RELEASE CITY OF SANFORD lJAY 1997 FIG. 113 .. _._ - •- - 6.666 .. ,. .. _ -. .. ... .-. 66_6_-�_..___--a_.-...�..--..•.......•.wr_r...w n urw r...._....,..•_v,.,'.1^M•ww. _ _�-_. , . AREA FOR UNDISTURBED PLUG SOIL (TYP.) EDGE Of TRENCH 1� YP (T .) CROSS W/PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND 4 /UAtI-w .• •1`r f! HORIZONTAL k VCNTIC L PROPOSED UTILITY r01AALt WAIER A(CL,..CO WAIER• SAl.wl Mr• (G.Ann . I.1 t"0A SCAill• •[ct•lAal DISTURBED, CXCAVAIE ALL 100SC MATERIAL AND EXTEND r -I. Will. .�r+.t14 IIOY1/. 1 11.1. N_,.•! •• Ae:•r R.1 IOfAslf NUTS AND BOLTS SHALL NOT BC COVERED BY THRUST 1'-[C Be r .r N or BLOCKS, FITIRIGS SHALL BE PROTECTED BY POLYETHYLENE WANK TRENCH FILM a WI R a 1. P 10 10 PULING CONCRETE A ( ) C C C III USI BLOCK. 1 orf aoi rrc--it A• r ca to W.N. EDGE Of CROSSCUT 1�ENOS '•"'••, Ir u• 11.1. 10 SUIT IHE SPECIFIC 1`1111110 ARRANGEmENi, TEF WIP► I • SOiL (TTP.) I,...•, NQIM- 1. TIAC TABLC RCPRCSCNTS T14 vl.fl,rt. SCVSJO? . MOWCNCNTS AS [(SCRIBED IN f.D.EP. RLAIS Cf Td f_P*CA A.:WWt14ATION COO[ (FAC.). I.CSE SEPARATION V::ns!.(• 1 S'+ A.•*:T YCIWCCN of -1T PROPOSCO UTILITY L -Cl ..0 (.'S•I.A: CA PL�FOSCD UTILITY trwl S. •2 TOR IN( PURPOSE or ice" I•D.[ M,^aLEy waT[R SHALL MCAN Aa, RESTRICTEDPUBLIC ACCTS% BC.1 C6 -•• as evvio BY F.A.C. U-610. OTHER lye 'S u dT:._.uh -•!4/ lut CO.IS10[NCO RAW SIKAGE AND S YARA1IOIr1 lS f1 I:A 1I•./� 1r tR SMALL APPLY. 1 All, SEPARATION DI T4•C(S ( r* w 0.• r ( Cr ►P( TO OUI I S OC C( ►IY[ UNLESS oIN 51u I.n_'.IcC.•Lr.-r ►+OLNI C i CRCAIEN CLEARANCE S,,iiA" K .1n4: C/C - DCNOICS CC. -t• CO Pr( 6S ClrT[R Of PI►E 0/0 - O[NOTCS P.*'.CC 0, PI•( to 0a&" Of PIPE. 4. ACCEPTABLE YAR .A3r:Ei A. WHERE IwtuONT&I 1(►•1•*4. RS -r-* •Ti4t.•RC, DUCTILE IRON PIP[ OR CO-C/:If [-:•1[.[.1 b!_19 BE USED FOR AT LEAST ONE Of IA( PPSS I._C7Lf w•:A. CR CONCRETE EN- CASEMCIII MUST Of 116[I R.A.-L r1ANAr.1r rf•AANC[ IS REGAINED. B. WHERE TB INCH VERTICAL SEPA1.1Cw IS RC1 ATTAIrUBLE AT CROSSINGS, USE ONC FULL L(KIA, V 016{111.( MON OR CN - CASED PIP[ CENTERED AT lhE ►:I-1 Cf ClaSS111G. SPECIAL SUPPORT WAY BE REQUIRED. S. NO WATER PIPE SHALL PASS THROUO/ M CJ.1T IN CONTACT WITH ANY PANT Or A SANITARY OR SIC4. -•ftt-ANNOLC OR STRUCTURE. CONCRETE ARCH A►47 EP:25EMENT DETAILS 30" x 30" x6" TK. CONIC. PAD (FLUSH Willi FINISHED GRADE) 3" DIA. BRONZE 2- 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED 114 CONC. PAD %( iI=AcS CONC. PAD-STAUP AS STAMP AS RIGID. ALL As:,:?fO REQ'0. SIZE OF VALVA. ' TYPE OF VALVE w (2--�1/2•� I SERVICE�•�' V" .' •. • DIRECTION li '110.-�/ ! TURNS TO OPEC' WAi 1`r , APPLICABLE VALVE - " T f •` BOX AND COVER (SEE FIG. It 5) C - 1 12 - CHOIRS 3000 P.S.I. MIN, (TO BE APPROVED COLIC. MIN. BY CITY) VALVES 16 INCHES A•T LARGER 1 6' TIC CONC. PAD Iy 24' FINl1SH WITH I FINISHED GRADE) 1 REBARS =3 I ALL AfNOUtN D �•• , A • WAIT A 24' APPLICABLE VALVE BOX AfID COVER (SCE FIG. 115) VALVES SMALLE° TNsR: 1E Ir:CNyc, VALVE ROY P10 IDETAIl CITY OF SANFORD MAY 1997 FIG. 107 C014CRETE VAULT GSI A•:+ ry.td 36' SQ. A:.A•C tat• -•[n i Sl t.C. UKIWG/ 17-1/4- PROPOSCD (w:11if ►AV[M(NI 4" MAX. 4 x Pk :CA 1 Iw+tA•[t: Cl •i( ��� 0►Et4iOR -I • to ..1 _ �v`Y� h.11DLE PRCMOLUCO PLASTIC+'A JOINT FILLER _ _ r ••:.( trip) CAST IRON VALVC BOX PIPE PLUG (TYP.) -S' vKl C"•fl•) 101 SECTION 2' NIPPLE _� r P^J/T W.. IIT[NSION 600 AS 2- OAT[ 'I' t•KFfti(L PYCr 6(OVIRID VALVE - S[[ 1`:•c S 2" NIPPLE /i� 1. cIA•�1t r TO' BEND 2" 90' VENO - ul Vit ; y� j r NIPPLE L}r}I,_T • A` •i.�rtyy Y ,. })1 { 'f`?tT: it W1`?. !'Li:¢. �•C•A: v.7 4LL 'r. .0 aT.j r M..SS POC H 6• BIDDING ROCK r . u annroacco CONCRETE fOOTING. -.S •f 1`••(R 1:11•_[ _.1. CA -.1[ / A..w SCRVI-:[ SADDLE P 1[R S [CMICAIION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 WC. CJr4..•PCw AA/VACUUM R[l1ASE VALVE. CNIAfIGC YIP[ AMO / •'n::1 KCC4SnICtY FOR O1ntJ1 VALVE SIZES AND TYPES- Wt•t b.CS IO 6T U[fCRUNNED BY INC ENGINEER AND APPROVE 91 1•4 C:It /•,CIN 10 IIISIAL- LATaw_ 2. DIC I.wuuM DImcnsioN room CLO.,'•^- 4-•0111 T5 f-rS-CO GRADE SIIAIL bE A.0 FELT. 3. THE Ant RELEASE VALVC SHALL BC AJ[}AAISLT S4)►►ORICD. DMET AIR OCO i'°LYAS�l�l.ld ' VACQUH RELEASE CITY OF SANFORD lJAY 1997 FIG. 113 .. _._ - •- - 6.666 .. ,. .. _ -. .. ... .-. 66_6_-�_..___--a_.-...�..--..•.......•.wr_r...w n urw r...._....,..•_v,.,'.1^M•ww. _ _�-_. , . AREA FOR UNDISTURBED PLUG SOIL (TYP.) EDGE Of TRENCH 1� YP (T .) CROSS W/PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND NOTCSI BELL SHALL NOT INTERFERE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST WITH J0114T (TYP.) 0 CONCRETE THRUST DISTURBED, CXCAVAIE ALL 100SC MATERIAL AND EXTEND BLOCK (TYP.) 0/2 TO UNDISIURBED MATERIAL. ••.'��•','� WOOD 2.. EXTEND THRUST BLOCK FULL LENGTH Or rITTIIGS. JOINTS, •1' NUTS AND BOLTS SHALL NOT BC COVERED BY THRUST /1.1` .Ap •Y • r m•r.l - w r ,_.._�,� % q A .i arw,4 IIM/M•Ir1WIL I N K GAKM N Db1WL EDGE Or BLOCKS, FITIRIGS SHALL BE PROTECTED BY POLYETHYLENE TRENCH FILM a WI R a 1. P 10 10 PULING CONCRETE A ( ) C C C III USI BLOCK. 1 - AREA FOR ( iYP. ) OFFSET (AS REO -D) PLUG •'� EDGE Of CROSSCUT 1�ENOS 4. THRUST BLOCKS SHALL BE USED IN COMBINATION. AS REQUIRED UNDISTURBED 10 SUIT IHE SPECIFIC 1`1111110 ARRANGEmENi, TEF WIP► I • SOiL (TTP.) YRCSERVAIIVE If FORMS ARE 10 REMAIN IN PLACE. TRENCH WIDTH BEFORE PRESSURE TESTING, UNLESS HIGH EARLY SIR(I+GIH = CONCRETE IS USED AND CITY HAS APPROVED A SHORICR PERIOD, x THRUST-- �. fV � _ 4 THRUST BLOCK FITTING MIN AREA (S0. (T. CONCRETE THRUST BLOCK AREA TEE 7 -1F AREA FOR AREA FOR �' ♦ • 45' BENDTEE 1+Yr+U •,f ,•+, • V AREA FOR AffPLUG TEE W/ WYE END PLUG TYPICAL SECTION GRAVITY SEWERt SOLID LIGHT GREEN FICETOR W 11117 PVC WilliLIGHT GREEN � l[TIERINC. roRCC WAINI WAIT[ WITH DROWN LETTERING. F..-_ 21• ---1 SCrrtR [ RC[ 4411( MAX, SCWCR rORC[ MAIN 1) PVC IOCNTIrICATION LETTERING: 3) LCTICRING A MIN. Or 3/4 INCH IN A. toRCC MAIN: SCWCR FORCE MAIN HEIGHTAND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE CVERY 21 INCH IN- ICRVAL SHALL RUN THE LENGTH Of 2) INC L1Il[R11I0 SHAH APPEAR ON 3 THE PIPE. I 1 SIDES Of IN[ PIPE [ ANO RUN IMC (NIIRE L(NGtH Of THE PIP[, 4) LCIICR:NO must OC PERMANENTLY IMPR�CHAYCO INTO THE PVC (IT CAN NOT OC SIEHCILED ONTO IHC SURFACE). PVC FORCE SLAIN AND GRAVITY LINES NIS TYPICAL METAL PIPE P PIPE - V TAPC IS CENICRCD ALONG TOP NAL( OI PIP[. SEWER LINC SEWER LINC B' - IIF• WE - 671APE IS PLACED ALONG BOTH dors or TOP HALF OF PIPE. M .Wt 1•e1 •NII Iwl YI.)f 11.1. f.t K•11 11"1 u1`[. 1.1 207 AND LARCCR PIP[ - TAP[ IS PLACED ON BOTH SIDES Of DIC TOP HALF Or TIIC PIPE MIN A ARAB STRIP C[NT[RC0 ALONG TOP HALF Or ►IPL s.1 Ytwl{ 1•Al Y1w It )Ml 1111E .CIIV .M Nrlt Ir t/rlA W Il.t• 1.11 %y .Ul.Q9',OTCRC?.1[111 N:�GGIGlIX.dtr'1 IL,A IW 1f rtl 111M tum IwM PAPER BACKED ADHESIVE VINYL TAPC (TYPICAL) SPECIFIED PCR PIP[ OIAMCfCR fOR SEWER UNCS - TAPE SHAH BE GRCCN Willi DUCK LETTERING, FOR SEWER FORCE WAIII - TAPE SHALL BE DROWN WITH BUCK 1.11I1RING. TAPE SHALL RUN FROM JOINT 10 JOINT ALONG iH( LEIIOIH Or IIIc PITC. DUCTILE IRQN fDKE_MAttL_AHQ UAV1TY LlHES YLITH IDENTIFICATION TAPE HIS PIPE IDENTIFICATION (SEWER - FORCE MAIN AN GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 SC14EDULL FOR THAUST OLDCK AAW A NOTCSI N N [ It- I 11-1 TDO TDO (to Iso 1`q sof nw n.v n fsD m rn m � fn ax) 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE IRCNCH WALL HAS IICCN Ie DISTURBED, CXCAVAIE ALL 100SC MATERIAL AND EXTEND N TO UNDISIURBED MATERIAL. ••.'��•','� WOOD 2.. EXTEND THRUST BLOCK FULL LENGTH Or rITTIIGS. JOINTS, BLOCKING NUTS AND BOLTS SHALL NOT BC COVERED BY THRUST /1.1` .Ap •Y • r m•r.l - w r ,_.._�,� % q A .i arw,4 IIM/M•Ir1WIL I N K GAKM N Db1WL (TPP.) BLOCKS, FITIRIGS SHALL BE PROTECTED BY POLYETHYLENE FILM a WI R a 1. P 10 10 PULING CONCRETE A ( ) C C C III USI BLOCK. - AREA FOR 3. ROUGH BLOCKING rooms SHALL BE USCD ALONG SIDCS or PLUG •'� IIIRUST BLOCKS AS REQUIRED, 4. THRUST BLOCKS SHALL BE USED IN COMBINATION. AS REQUIRED 10 SUIT IHE SPECIFIC 1`1111110 ARRANGEmENi, TEF WIP► I • S. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH YRCSERVAIIVE If FORMS ARE 10 REMAIN IN PLACE. 1, ALL THRUST DLOCKS SHALL DC ALLOWED TO SET FIVE (S) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY SIR(I+GIH CONCRETE IS USED AND CITY HAS APPROVED A SHORICR PERIOD, AREA FOR AREA FOR �' ♦ • 45' BENDTEE 1+Yr+U •,f ,•+, • V AREA FOR AffPLUG TEE W/ WYE END PLUG TYPICAL SECTION GRAVITY SEWERt SOLID LIGHT GREEN FICETOR W 11117 PVC WilliLIGHT GREEN � l[TIERINC. roRCC WAINI WAIT[ WITH DROWN LETTERING. F..-_ 21• ---1 SCrrtR [ RC[ 4411( MAX, SCWCR rORC[ MAIN 1) PVC IOCNTIrICATION LETTERING: 3) LCTICRING A MIN. Or 3/4 INCH IN A. toRCC MAIN: SCWCR FORCE MAIN HEIGHTAND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE CVERY 21 INCH IN- ICRVAL SHALL RUN THE LENGTH Of 2) INC L1Il[R11I0 SHAH APPEAR ON 3 THE PIPE. I 1 SIDES Of IN[ PIPE [ ANO RUN IMC (NIIRE L(NGtH Of THE PIP[, 4) LCIICR:NO must OC PERMANENTLY IMPR�CHAYCO INTO THE PVC (IT CAN NOT OC SIEHCILED ONTO IHC SURFACE). PVC FORCE SLAIN AND GRAVITY LINES NIS TYPICAL METAL PIPE P PIPE - V TAPC IS CENICRCD ALONG TOP NAL( OI PIP[. SEWER LINC SEWER LINC B' - IIF• WE - 671APE IS PLACED ALONG BOTH dors or TOP HALF OF PIPE. M .Wt 1•e1 •NII Iwl YI.)f 11.1. f.t K•11 11"1 u1`[. 1.1 207 AND LARCCR PIP[ - TAP[ IS PLACED ON BOTH SIDES Of DIC TOP HALF Or TIIC PIPE MIN A ARAB STRIP C[NT[RC0 ALONG TOP HALF Or ►IPL s.1 Ytwl{ 1•Al Y1w It )Ml 1111E .CIIV .M Nrlt Ir t/rlA W Il.t• 1.11 %y .Ul.Q9',OTCRC?.1[111 N:�GGIGlIX.dtr'1 IL,A IW 1f rtl 111M tum IwM PAPER BACKED ADHESIVE VINYL TAPC (TYPICAL) SPECIFIED PCR PIP[ OIAMCfCR fOR SEWER UNCS - TAPE SHAH BE GRCCN Willi DUCK LETTERING, FOR SEWER FORCE WAIII - TAPE SHALL BE DROWN WITH BUCK 1.11I1RING. TAPE SHALL RUN FROM JOINT 10 JOINT ALONG iH( LEIIOIH Or IIIc PITC. DUCTILE IRQN fDKE_MAttL_AHQ UAV1TY LlHES YLITH IDENTIFICATION TAPE HIS PIPE IDENTIFICATION (SEWER - FORCE MAIN AN GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 SC14EDULL FOR THAUST OLDCK AAW A ILK n:( (11'"11 ( N N [ It- I 11-1 TDO TDO (to Iso 1`q sof nw n.v n fsD m rn m � fn ax) Ie N /1.1` .Ap •Y • r m•r.l - w r ,_.._�,� % q A .i arw,4 IIM/M•Ir1WIL I N K GAKM N Db1WL PAN TONC PURPLC 522C PVC );92 21' uAK, 1) ICTTCAINO SHALL APPEAR ON 3 SIDES 3) LCTICRING MUST BC PCRMANENTLY Of THE PIPE AND RUN THE ENTIRE IMPREGNATED 0+10 THE PVC (II LENCIN Of TIIC PIPE CAN NOT OC SIC MC IICD ONTO TIIC 2) LC/TERING SHALL BE A MINIMUM OF SURfACC Or lift PIP[). 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BC WHITE OR ONE OR MORE TIMES (VERY 21 OTHER CONTRASTING COLOR. INCHES ALONG TIC LENGTH or THE PIPE. PVC R AIMED-YAIER.-I1AM HIS TYPICAL MCfAL PIPE 2.0' - � PIP[ -6• TAP[ IS CENICRCD ALONG ►OP ilALr 0/ PIPE. RECLAIMED WATER MAIN RECLAIMED WATER MAIM 1.IJIIIIIII.� 6' - 16' PIPE - 6• TAPE IS PLACED ALONG BOTH SIDES Or TIIC TOP HALF Or PIP[. 20• AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDS or TOP HALF Of PIP[ WITH A THIRO STRIP C NICRCO ALO- AL T C G TOP HALF Of PIPE. _ llllll�Xll7XIlA7lll71' 17J1111?XXX,r.?7Il7llT1Tl7?lllJ17?l �7l1XI A•1` •.,---B�Ji� F��SPEGIfIfD 11.1 PURPLE TAPC WITH WHITE OR OTHER CONTRASTING PCRMANCNTI.Y (MPRIGNATEO LETTERING SHALL OC USED. TIIC TAPE SHALL RUN FROM JOINT 10 JOINT ALONG THE LENGTH Or TINE PVC. !)1lE.TILE__lUILRULAIMrD WATERAIN WI�NTIFIQbj10N TAP HIS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS IDATE PLANS REVIEWED CITY OF SANFORD APPROVED I DET 0 0 1 ALL tLIIERS 2' IN IICICIII I WINE 3/4- SPACING BCIWEEN ROWS 1 1/4" -IRRIGATING WITH ,,,.•7 RECLAIMED 12" � WATER 00 N01. 111K 36' (MAX) 0 o normriz . .. . . ° ............ $ICS: 1. HFIGHI OF SIGN! WILL DEPEND ON LOCATION ANO SURROUNDING IANUSCAPC PLANT TYPES. RI ALL CASLS, III( SIGN SHALL UC vis fll f 10 fill PUTH IC. 2. BACKGROUND, SMALL BE PANTONC PURPLE 522C, LETTERS SHALL UC W1111C. 3. rNGINfrRING GRADE REFLECTIVE MAIIRIALS SNAIL OC USIO. 4. POST SHALL 0C U CIIANNrI 12 FT. 2 111. HOT POLITO 111611 TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PCR ASTM A-123, 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. L. SIGNS 1 ;L BE PLACID BY WE CONIRACIOR IN ACCORDANCE WITH I NIL CII( API•wUv[U CNC,INC(It11G PLANS AHU/OI( AS APPRUVI.0 If TIIC GIRCCTOR, -RECLAIMED__WAU1LJRR1_QAI.14N SLU CITY OF SANFORD MAY 1997 FIG. 114 RAISCD 1-1/2" LCTTE.RS 1111511 WIIII i 01CO`.rn "SAIIIIARI" Ori "LIORI•IW A5 APPI IC:AHI f PLAN • "CITY OF SANFORD" FOR CITY MAINTAINED fACILITIES ONLY 2 NON-PEIIETRATING PICK IIOLES All. COVERS USF "AS" V.. COUAL.. MACHINED MATING SURFACES 1 24" is 3(H' 7L , I -1/y" MIN. 1 ---`•" 4-3/4" MITI. -MA.NIIOLE FRAME; USF "2 INLET FRAME; USr "1295' ON EQUAL.. ELEVATION STANDARD MANHOLE FRAME AND COVFR CITY C'I- SANFORD MAY 1997 FIG. 21 1- 1D r( ✓) W n L :• u Y f, U O 2 Xi ,Yi r O > C u is u a > vI 0 0 L I a z r T 0 x O v a Y n z a9 , o T 0-A m a •moo I, or=w e a o 0 7 0. i o 0 G o= 4 u o ! .irk= > a 't G o u_ qq •���, ` J�� N u IL 1 0 f LL u, 1 ° 5 000 000 0) \Y 41J .STAN DARD-.AIRYAC .. PACKAGE CITY OF SANFORD MAY 1997 FIG. 207 uvvvvv-civ-cra-r. nnaoon0ooanop (10001100000000 IUOOOOOOOOa00 0000000000000 CIOOOOOOOn0000 a n k[CLAfAlEO 000 000,(y�J WATER 000 0 0 clsrr,rr-v 000 a 0 000000 O000 011000000 n000 UDOOO 0000000 DoOD00000000 nn a u.0. n OSLn nn.R r0aoo0 x,+(00000000 x.00 a 0 a 0000 0aaaa0ppppp 000000000000 ❑0 000 apa0 SEWER Co' nap pop 000000000000 (10000.O0 p000DO0a00n0o 0.000100 RECLAIMED WATER SEWER OOana 00000000 n00o000000 00000000000 Oo0000n00000 OOU OUp 0 p❑ WATCH o 0 p oao 000 0n0on0000000 NOUO00Dop0 00000000 0a 0000 LOS1A� POTAOLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX COVER (SEC FIGURE 115) AT FRIISNED GRADE CONCRETE PAD Irl UNPAVED AREAS FINISIIEO GRADE (SCE FIGURE 107) AD1usrADLE CAST IRON VALVE 13OX SEE NOTE 2 BOX SIIALL REST Oil BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR n-_ CENTERED ON CODED 14 GAUGE OPCRATRIC NUT INSULATED WIRE j (NON-METALLIC _ PIPES ONLY) WASTEWATER 6" BIDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED 1U W11HIN 4 FOOT DEPTII BELOW FINISIIED GRADE. PLUG VALVE AND BOX DETAIL, CITY OF SANFORD MAY 1997 FIG. 203 THICK 3000 PSI LIMITS OF SITE TO DC 4` 4" THICK SLAB DEDICATED TO CITY OF SANFORD 10 WITHIN 3" OF FENCE LANDSCAPED AREA (3' WIN) I Y 5' MIN. - CHAIN LINK, fFI1CF•-_� RTU ANTENNA PER S(C110N �I.3.10 ("". AND 46.8 OF 1 IC MANUAL (SEE FIGURE 3(.1) VALVE I 01at01 - •) • _TWIT WELL VAULT l` CONTROL PANEL 5' MVI- (SLE DETAILS) vI0' WIOC NOSE 0100 • MIN .^ CONCRETE �� WATER SERVICE RAW L - 5' (MILL)- ryA z5' SIOEvfAI.K - 2 - 6' SWING LAIC S' �- BACK OF CURR L SIREET EIIGHI_WATER METER C/L - PUBLIC R/W -��- 5 -- • THIS DIMENSION SHALL BE COUAL IO III[ OCPNH OE TIIC WCT WELL. NOILS; 1. DRIVEWAY AND APRON SHALL Of SIX (6) INCA THICK. 3000 Y.S.I. CUIICRET(. 2. POWER TO TIIC PUMP STATIONSIIALL OC TIIROUCII UNDCRCROUND CONDUIT FROM SUPPLY SOURCE It RICHT Of WAY. J. LAN OSCAPINC SIAL L OC RC11 0 AROUND PCRILICTCR. I. DEVH OPER SHALL INSTALL AN AUTOMATICALLY CONTR(HLC0 SPRINKICR SYSTEM LANDSCAPING. RECLAIMED WATER SHALL DC USLO 1Y11CRE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1' = 20' I.IIN.) SN( SPECIFIC DCTAILORAWIIG PliMP STATION TYPLCAL__5IIE PLAN CITY OF SANFORD MAY 1997 FIG. 300 6" BLACK STEEL MIN. CONC, FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) U iq FINISHED GRADE P I' 24"DIA. LI N1. 3000 PSI CONC. :.s v: NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITTI 6' BRANCH LINE 5' MAX. SEND e , RCMOVADLE SERVICC CLCAll-QUI PLUG (TYP) (SCC NOIC 2) TROTt[l-fINwSIKD CONCR[1[ BAILMR•G ConcREr[ BASO Ow C`�. �L(SIem FORCE MAIN MANHOLE LINER - ..�.�. OR - /, Yapai, l[ ".me A, COV[R (SET m wt 282) SCT COV[RS rLUSN IN PAVED AR LAS i AI fRAA.(S Kv"D R• IICRt•R ELCVANONS SHOWN IN NOTES; UNPAVED AREAS. ^ ` Za►i 'f I COCwSES Or �V" (W!4 ) • C"SCS (MAS.) 1, MANIIOLC sHowa IS FOR SEWER SITE e' YNAU 24'. SCC SCC110N 20,1.3 OF INC I• -a' MIN_ -T MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24', 3'-0' wX. S. 2 _,r �; 2. DROP CONNECTIONS ARE RCOUIRCO WNCNCVCR INVERT Or INFLUCNT SEWER IS 24' vl NSIDE •A OUTSIDE WALL o0. MORE ABOVE ill[ INVERT OF ill[ MANHOLE. SCC MANHOLE CONNECTION OCIAILS. j -�p P•[-N1Uf0 3. APPROVED COHCCHIRIC CONE DESIGN WAY BE USED AS AN ALTERNAINC. PIIUMIN US (►OTT COATING •, p XHyt SUNlACES PER SP(C'r ICAI",s ••-tr '' ww - ? PRE-MO1DC0 -•. EACH BENCH WALL SHALL BE A MINIMUTA OF 18 INCHES LONG FROM THE WALL OF ►Rf-PPIUED THE MANHOLE TOWARD THE CENTER. (SLE NOT( ST JOINT SURfAC(S PIASIIC )O.N1 I $I•L a rlhl -r PICI[Clrr[ S. MANHOLES aCCCIVINC FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER �. r11APPt■ AS Sp(Clfl[D IN SCCIION 42.2.2 Of 111[ UTILITIES MANUAL. BENCHING PER SP[CIfICAIIONS I. pJ.>• (,TRAPPER TO BE RI IAOrI D) COWPLCICO RfINroectufHl AND JOINT - JOINT WITII DCTAM TO DC DCSICNCD BY I SQUEEZE -OUT �SOuf[T(-OUT III[ OVER (LR AND L ' [' 41M. APPROVED DY INC CITY. -(- • ,, • I !"'T SLLIlCAI r•.rt DECIDING ROCK f Irw A T-IN-PIACr IMC..y CONCREIE BAS( 6.54 TYPICAL MANHOLE CITY OF SANFORD MAY 1997 FIG. 200 SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ a z r T 0 x O v a Y n z a9 , o T 0-A m a •moo I, or=w e a o 0 7 0. i o 0 G o= 4 u o ! .irk= > a 't G o u_ qq •���, ` J�� N u IL 1 0 f LL u, 1 ° 5 000 000 0) \Y 41J .STAN DARD-.AIRYAC .. PACKAGE CITY OF SANFORD MAY 1997 FIG. 207 uvvvvv-civ-cra-r. nnaoon0ooanop (10001100000000 IUOOOOOOOOa00 0000000000000 CIOOOOOOOn0000 a n k[CLAfAlEO 000 000,(y�J WATER 000 0 0 clsrr,rr-v 000 a 0 000000 O000 011000000 n000 UDOOO 0000000 DoOD00000000 nn a u.0. n OSLn nn.R r0aoo0 x,+(00000000 x.00 a 0 a 0000 0aaaa0ppppp 000000000000 ❑0 000 apa0 SEWER Co' nap pop 000000000000 (10000.O0 p000DO0a00n0o 0.000100 RECLAIMED WATER SEWER OOana 00000000 n00o000000 00000000000 Oo0000n00000 OOU OUp 0 p❑ WATCH o 0 p oao 000 0n0on0000000 NOUO00Dop0 00000000 0a 0000 LOS1A� POTAOLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX COVER (SEC FIGURE 115) AT FRIISNED GRADE CONCRETE PAD Irl UNPAVED AREAS FINISIIEO GRADE (SCE FIGURE 107) AD1usrADLE CAST IRON VALVE 13OX SEE NOTE 2 BOX SIIALL REST Oil BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR n-_ CENTERED ON CODED 14 GAUGE OPCRATRIC NUT INSULATED WIRE j (NON-METALLIC _ PIPES ONLY) WASTEWATER 6" BIDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED 1U W11HIN 4 FOOT DEPTII BELOW FINISIIED GRADE. PLUG VALVE AND BOX DETAIL, CITY OF SANFORD MAY 1997 FIG. 203 THICK 3000 PSI LIMITS OF SITE TO DC 4` 4" THICK SLAB DEDICATED TO CITY OF SANFORD 10 WITHIN 3" OF FENCE LANDSCAPED AREA (3' WIN) I Y 5' MIN. - CHAIN LINK, fFI1CF•-_� RTU ANTENNA PER S(C110N �I.3.10 ("". AND 46.8 OF 1 IC MANUAL (SEE FIGURE 3(.1) VALVE I 01at01 - •) • _TWIT WELL VAULT l` CONTROL PANEL 5' MVI- (SLE DETAILS) vI0' WIOC NOSE 0100 • MIN .^ CONCRETE �� WATER SERVICE RAW L - 5' (MILL)- ryA z5' SIOEvfAI.K - 2 - 6' SWING LAIC S' �- BACK OF CURR L SIREET EIIGHI_WATER METER C/L - PUBLIC R/W -��- 5 -- • THIS DIMENSION SHALL BE COUAL IO III[ OCPNH OE TIIC WCT WELL. NOILS; 1. DRIVEWAY AND APRON SHALL Of SIX (6) INCA THICK. 3000 Y.S.I. CUIICRET(. 2. POWER TO TIIC PUMP STATIONSIIALL OC TIIROUCII UNDCRCROUND CONDUIT FROM SUPPLY SOURCE It RICHT Of WAY. J. LAN OSCAPINC SIAL L OC RC11 0 AROUND PCRILICTCR. I. DEVH OPER SHALL INSTALL AN AUTOMATICALLY CONTR(HLC0 SPRINKICR SYSTEM LANDSCAPING. RECLAIMED WATER SHALL DC USLO 1Y11CRE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1' = 20' I.IIN.) SN( SPECIFIC DCTAILORAWIIG PliMP STATION TYPLCAL__5IIE PLAN CITY OF SANFORD MAY 1997 FIG. 300 6" BLACK STEEL MIN. CONC, FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) U iq FINISHED GRADE P I' 24"DIA. LI N1. 3000 PSI CONC. :.s v: NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITTI 6' BRANCH LINE 5' MAX. SEND e , RCMOVADLE SERVICC CLCAll-QUI PLUG (TYP) (SCC NOIC 2) TROTt[l-fINwSIKD CONCR[1[ BAILMR•G ConcREr[ BASO Ow C`�. �L(SIem FORCE MAIN MANHOLE LINER - ..�.�. OR - /, Yapai, l[ ".me A, COV[R (SET m wt 282) SCT COV[RS rLUSN IN PAVED AR LAS i AI fRAA.(S Kv"D R• IICRt•R ELCVANONS SHOWN IN NOTES; UNPAVED AREAS. ^ ` Za►i 'f I COCwSES Or �V" (W!4 ) • C"SCS (MAS.) 1, MANIIOLC sHowa IS FOR SEWER SITE e' YNAU 24'. SCC SCC110N 20,1.3 OF INC I• -a' MIN_ -T MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24', 3'-0' wX. S. 2 _,r �; 2. DROP CONNECTIONS ARE RCOUIRCO WNCNCVCR INVERT Or INFLUCNT SEWER IS 24' vl NSIDE •A OUTSIDE WALL o0. MORE ABOVE ill[ INVERT OF ill[ MANHOLE. SCC MANHOLE CONNECTION OCIAILS. j -�p P•[-N1Uf0 3. APPROVED COHCCHIRIC CONE DESIGN WAY BE USED AS AN ALTERNAINC. PIIUMIN US (►OTT COATING •, p XHyt SUNlACES PER SP(C'r ICAI",s ••-tr '' ww - ? PRE-MO1DC0 -•. EACH BENCH WALL SHALL BE A MINIMUTA OF 18 INCHES LONG FROM THE WALL OF ►Rf-PPIUED THE MANHOLE TOWARD THE CENTER. (SLE NOT( ST JOINT SURfAC(S PIASIIC )O.N1 I $I•L a rlhl -r PICI[Clrr[ S. MANHOLES aCCCIVINC FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER �. r11APPt■ AS Sp(Clfl[D IN SCCIION 42.2.2 Of 111[ UTILITIES MANUAL. BENCHING PER SP[CIfICAIIONS I. pJ.>• (,TRAPPER TO BE RI IAOrI D) COWPLCICO RfINroectufHl AND JOINT - JOINT WITII DCTAM TO DC DCSICNCD BY I SQUEEZE -OUT �SOuf[T(-OUT III[ OVER (LR AND L ' [' 41M. APPROVED DY INC CITY. -(- • ,, • I !"'T SLLIlCAI r•.rt DECIDING ROCK f Irw A T-IN-PIACr IMC..y CONCREIE BAS( 6.54 TYPICAL MANHOLE CITY OF SANFORD MAY 1997 FIG. 200 SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ 0) \Y 41J .STAN DARD-.AIRYAC .. PACKAGE CITY OF SANFORD MAY 1997 FIG. 207 uvvvvv-civ-cra-r. nnaoon0ooanop (10001100000000 IUOOOOOOOOa00 0000000000000 CIOOOOOOOn0000 a n k[CLAfAlEO 000 000,(y�J WATER 000 0 0 clsrr,rr-v 000 a 0 000000 O000 011000000 n000 UDOOO 0000000 DoOD00000000 nn a u.0. n OSLn nn.R r0aoo0 x,+(00000000 x.00 a 0 a 0000 0aaaa0ppppp 000000000000 ❑0 000 apa0 SEWER Co' nap pop 000000000000 (10000.O0 p000DO0a00n0o 0.000100 RECLAIMED WATER SEWER OOana 00000000 n00o000000 00000000000 Oo0000n00000 OOU OUp 0 p❑ WATCH o 0 p oao 000 0n0on0000000 NOUO00Dop0 00000000 0a 0000 LOS1A� POTAOLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX COVER (SEC FIGURE 115) AT FRIISNED GRADE CONCRETE PAD Irl UNPAVED AREAS FINISIIEO GRADE (SCE FIGURE 107) AD1usrADLE CAST IRON VALVE 13OX SEE NOTE 2 BOX SIIALL REST Oil BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR n-_ CENTERED ON CODED 14 GAUGE OPCRATRIC NUT INSULATED WIRE j (NON-METALLIC _ PIPES ONLY) WASTEWATER 6" BIDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED 1U W11HIN 4 FOOT DEPTII BELOW FINISIIED GRADE. PLUG VALVE AND BOX DETAIL, CITY OF SANFORD MAY 1997 FIG. 203 THICK 3000 PSI LIMITS OF SITE TO DC 4` 4" THICK SLAB DEDICATED TO CITY OF SANFORD 10 WITHIN 3" OF FENCE LANDSCAPED AREA (3' WIN) I Y 5' MIN. - CHAIN LINK, fFI1CF•-_� RTU ANTENNA PER S(C110N �I.3.10 ("". AND 46.8 OF 1 IC MANUAL (SEE FIGURE 3(.1) VALVE I 01at01 - •) • _TWIT WELL VAULT l` CONTROL PANEL 5' MVI- (SLE DETAILS) vI0' WIOC NOSE 0100 • MIN .^ CONCRETE �� WATER SERVICE RAW L - 5' (MILL)- ryA z5' SIOEvfAI.K - 2 - 6' SWING LAIC S' �- BACK OF CURR L SIREET EIIGHI_WATER METER C/L - PUBLIC R/W -��- 5 -- • THIS DIMENSION SHALL BE COUAL IO III[ OCPNH OE TIIC WCT WELL. NOILS; 1. DRIVEWAY AND APRON SHALL Of SIX (6) INCA THICK. 3000 Y.S.I. CUIICRET(. 2. POWER TO TIIC PUMP STATIONSIIALL OC TIIROUCII UNDCRCROUND CONDUIT FROM SUPPLY SOURCE It RICHT Of WAY. J. LAN OSCAPINC SIAL L OC RC11 0 AROUND PCRILICTCR. I. DEVH OPER SHALL INSTALL AN AUTOMATICALLY CONTR(HLC0 SPRINKICR SYSTEM LANDSCAPING. RECLAIMED WATER SHALL DC USLO 1Y11CRE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1' = 20' I.IIN.) SN( SPECIFIC DCTAILORAWIIG PliMP STATION TYPLCAL__5IIE PLAN CITY OF SANFORD MAY 1997 FIG. 300 6" BLACK STEEL MIN. CONC, FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) U iq FINISHED GRADE P I' 24"DIA. LI N1. 3000 PSI CONC. :.s v: NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITTI 6' BRANCH LINE 5' MAX. SEND e , RCMOVADLE SERVICC CLCAll-QUI PLUG (TYP) (SCC NOIC 2) TROTt[l-fINwSIKD CONCR[1[ BAILMR•G ConcREr[ BASO Ow C`�. �L(SIem FORCE MAIN MANHOLE LINER - ..�.�. OR - /, Yapai, l[ ".me A, COV[R (SET m wt 282) SCT COV[RS rLUSN IN PAVED AR LAS i AI fRAA.(S Kv"D R• IICRt•R ELCVANONS SHOWN IN NOTES; UNPAVED AREAS. ^ ` Za►i 'f I COCwSES Or �V" (W!4 ) • C"SCS (MAS.) 1, MANIIOLC sHowa IS FOR SEWER SITE e' YNAU 24'. SCC SCC110N 20,1.3 OF INC I• -a' MIN_ -T MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24', 3'-0' wX. S. 2 _,r �; 2. DROP CONNECTIONS ARE RCOUIRCO WNCNCVCR INVERT Or INFLUCNT SEWER IS 24' vl NSIDE •A OUTSIDE WALL o0. MORE ABOVE ill[ INVERT OF ill[ MANHOLE. SCC MANHOLE CONNECTION OCIAILS. j -�p P•[-N1Uf0 3. APPROVED COHCCHIRIC CONE DESIGN WAY BE USED AS AN ALTERNAINC. PIIUMIN US (►OTT COATING •, p XHyt SUNlACES PER SP(C'r ICAI",s ••-tr '' ww - ? PRE-MO1DC0 -•. EACH BENCH WALL SHALL BE A MINIMUTA OF 18 INCHES LONG FROM THE WALL OF ►Rf-PPIUED THE MANHOLE TOWARD THE CENTER. (SLE NOT( ST JOINT SURfAC(S PIASIIC )O.N1 I $I•L a rlhl -r PICI[Clrr[ S. MANHOLES aCCCIVINC FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER �. r11APPt■ AS Sp(Clfl[D IN SCCIION 42.2.2 Of 111[ UTILITIES MANUAL. BENCHING PER SP[CIfICAIIONS I. pJ.>• (,TRAPPER TO BE RI IAOrI D) COWPLCICO RfINroectufHl AND JOINT - JOINT WITII DCTAM TO DC DCSICNCD BY I SQUEEZE -OUT �SOuf[T(-OUT III[ OVER (LR AND L ' [' 41M. APPROVED DY INC CITY. -(- • ,, • I !"'T SLLIlCAI r•.rt DECIDING ROCK f Irw A T-IN-PIACr IMC..y CONCREIE BAS( 6.54 TYPICAL MANHOLE CITY OF SANFORD MAY 1997 FIG. 200 SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ THICK 3000 PSI LIMITS OF SITE TO DC 4` 4" THICK SLAB DEDICATED TO CITY OF SANFORD 10 WITHIN 3" OF FENCE LANDSCAPED AREA (3' WIN) I Y 5' MIN. - CHAIN LINK, fFI1CF•-_� RTU ANTENNA PER S(C110N �I.3.10 ("". AND 46.8 OF 1 IC MANUAL (SEE FIGURE 3(.1) VALVE I 01at01 - •) • _TWIT WELL VAULT l` CONTROL PANEL 5' MVI- (SLE DETAILS) vI0' WIOC NOSE 0100 • MIN .^ CONCRETE �� WATER SERVICE RAW L - 5' (MILL)- ryA z5' SIOEvfAI.K - 2 - 6' SWING LAIC S' �- BACK OF CURR L SIREET EIIGHI_WATER METER C/L - PUBLIC R/W -��- 5 -- • THIS DIMENSION SHALL BE COUAL IO III[ OCPNH OE TIIC WCT WELL. NOILS; 1. DRIVEWAY AND APRON SHALL Of SIX (6) INCA THICK. 3000 Y.S.I. CUIICRET(. 2. POWER TO TIIC PUMP STATIONSIIALL OC TIIROUCII UNDCRCROUND CONDUIT FROM SUPPLY SOURCE It RICHT Of WAY. J. LAN OSCAPINC SIAL L OC RC11 0 AROUND PCRILICTCR. I. DEVH OPER SHALL INSTALL AN AUTOMATICALLY CONTR(HLC0 SPRINKICR SYSTEM LANDSCAPING. RECLAIMED WATER SHALL DC USLO 1Y11CRE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1' = 20' I.IIN.) SN( SPECIFIC DCTAILORAWIIG PliMP STATION TYPLCAL__5IIE PLAN CITY OF SANFORD MAY 1997 FIG. 300 6" BLACK STEEL MIN. CONC, FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) U iq FINISHED GRADE P I' 24"DIA. LI N1. 3000 PSI CONC. :.s v: NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITTI 6' BRANCH LINE 5' MAX. SEND e , RCMOVADLE SERVICC CLCAll-QUI PLUG (TYP) (SCC NOIC 2) TROTt[l-fINwSIKD CONCR[1[ BAILMR•G ConcREr[ BASO Ow C`�. �L(SIem FORCE MAIN MANHOLE LINER - ..�.�. OR - /, Yapai, l[ ".me A, COV[R (SET m wt 282) SCT COV[RS rLUSN IN PAVED AR LAS i AI fRAA.(S Kv"D R• IICRt•R ELCVANONS SHOWN IN NOTES; UNPAVED AREAS. ^ ` Za►i 'f I COCwSES Or �V" (W!4 ) • C"SCS (MAS.) 1, MANIIOLC sHowa IS FOR SEWER SITE e' YNAU 24'. SCC SCC110N 20,1.3 OF INC I• -a' MIN_ -T MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24', 3'-0' wX. S. 2 _,r �; 2. DROP CONNECTIONS ARE RCOUIRCO WNCNCVCR INVERT Or INFLUCNT SEWER IS 24' vl NSIDE •A OUTSIDE WALL o0. MORE ABOVE ill[ INVERT OF ill[ MANHOLE. SCC MANHOLE CONNECTION OCIAILS. j -�p P•[-N1Uf0 3. APPROVED COHCCHIRIC CONE DESIGN WAY BE USED AS AN ALTERNAINC. PIIUMIN US (►OTT COATING •, p XHyt SUNlACES PER SP(C'r ICAI",s ••-tr '' ww - ? PRE-MO1DC0 -•. EACH BENCH WALL SHALL BE A MINIMUTA OF 18 INCHES LONG FROM THE WALL OF ►Rf-PPIUED THE MANHOLE TOWARD THE CENTER. (SLE NOT( ST JOINT SURfAC(S PIASIIC )O.N1 I $I•L a rlhl -r PICI[Clrr[ S. MANHOLES aCCCIVINC FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER �. r11APPt■ AS Sp(Clfl[D IN SCCIION 42.2.2 Of 111[ UTILITIES MANUAL. BENCHING PER SP[CIfICAIIONS I. pJ.>• (,TRAPPER TO BE RI IAOrI D) COWPLCICO RfINroectufHl AND JOINT - JOINT WITII DCTAM TO DC DCSICNCD BY I SQUEEZE -OUT �SOuf[T(-OUT III[ OVER (LR AND L ' [' 41M. APPROVED DY INC CITY. -(- • ,, • I !"'T SLLIlCAI r•.rt DECIDING ROCK f Irw A T-IN-PIACr IMC..y CONCREIE BAS( 6.54 TYPICAL MANHOLE CITY OF SANFORD MAY 1997 FIG. 200 SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITTI 6' BRANCH LINE 5' MAX. SEND e , RCMOVADLE SERVICC CLCAll-QUI PLUG (TYP) (SCC NOIC 2) TROTt[l-fINwSIKD CONCR[1[ BAILMR•G ConcREr[ BASO Ow C`�. �L(SIem FORCE MAIN MANHOLE LINER - ..�.�. OR - /, Yapai, l[ ".me A, COV[R (SET m wt 282) SCT COV[RS rLUSN IN PAVED AR LAS i AI fRAA.(S Kv"D R• IICRt•R ELCVANONS SHOWN IN NOTES; UNPAVED AREAS. ^ ` Za►i 'f I COCwSES Or �V" (W!4 ) • C"SCS (MAS.) 1, MANIIOLC sHowa IS FOR SEWER SITE e' YNAU 24'. SCC SCC110N 20,1.3 OF INC I• -a' MIN_ -T MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24', 3'-0' wX. S. 2 _,r �; 2. DROP CONNECTIONS ARE RCOUIRCO WNCNCVCR INVERT Or INFLUCNT SEWER IS 24' vl NSIDE •A OUTSIDE WALL o0. MORE ABOVE ill[ INVERT OF ill[ MANHOLE. SCC MANHOLE CONNECTION OCIAILS. j -�p P•[-N1Uf0 3. APPROVED COHCCHIRIC CONE DESIGN WAY BE USED AS AN ALTERNAINC. PIIUMIN US (►OTT COATING •, p XHyt SUNlACES PER SP(C'r ICAI",s ••-tr '' ww - ? PRE-MO1DC0 -•. EACH BENCH WALL SHALL BE A MINIMUTA OF 18 INCHES LONG FROM THE WALL OF ►Rf-PPIUED THE MANHOLE TOWARD THE CENTER. (SLE NOT( ST JOINT SURfAC(S PIASIIC )O.N1 I $I•L a rlhl -r PICI[Clrr[ S. MANHOLES aCCCIVINC FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER �. r11APPt■ AS Sp(Clfl[D IN SCCIION 42.2.2 Of 111[ UTILITIES MANUAL. BENCHING PER SP[CIfICAIIONS I. pJ.>• (,TRAPPER TO BE RI IAOrI D) COWPLCICO RfINroectufHl AND JOINT - JOINT WITII DCTAM TO DC DCSICNCD BY I SQUEEZE -OUT �SOuf[T(-OUT III[ OVER (LR AND L ' [' 41M. APPROVED DY INC CITY. -(- • ,, • I !"'T SLLIlCAI r•.rt DECIDING ROCK f Irw A T-IN-PIACr IMC..y CONCREIE BAS( 6.54 TYPICAL MANHOLE CITY OF SANFORD MAY 1997 FIG. 200 SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ SEWER MAIN SIZE VARIES WYE Willi a` BRANCH SERV1:: CLCAN-OUI - (SCC NOTE 2) PCRWAN(NT PLUG (TYP) - NOT[S: LOT LINE I. INVERT Or LATER•L SHALL NO► [NICK SCWCR WAIN OCLOW SPRnIG WIC 2. SERVICE CLCAN-OVIS SHALL DC INSIALLCO AT TING DF RAUn c CONSTRUCTION DY TIIC CONIRACIOR. 6- 45 Y BCNU � S. CITY APPROVED [L[CIRONIC LOCAINIC DEVICE SHALL BE NS►ALLCD AT THE CND OE EACH SERVICE STUD -OUT SERVICE CLEAN-OUT 4. RESIDENTIAL SERVICES SHALL Of 4 INCHES k NON-R(SNCh4TUL S(re!CCS SHALL Pr AAI (SCE NOTE 2) DE 6 IIICIICS IN DIAMETER AS A MINIMUM. FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ FINISHCD GRADE �� d. 6' PVC SLOPC TO s ICRLRNAL OEPIN AT .: I.O f, MRI, (TYP) - t ^' ICRIAIHAL DCPIH 30T(TYP.) `1 V PVC AS REQUIRED FOR SPRING LAIC SERVICE (3' MIN.) AS REQUIRED DD F (SCE NOTE 1) (TYP.) AS N[OUINCO COR SEWER MAIN ' SCRVICE (S' WIN.) SINGLE OOUBLC SCRVICE SCRVICE _PK ILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX) SPACING POST CAP TOP RAIL POST - STRETCHER - CORNER - BARS X9 TIE WIRES 12" O.C. of FABRIC /�UND Ati. TRUSS BARS LINE POST w (SEE NOIC 1) 2" TURNBUCKLE �TEIISION WIRE GRADE I ib In 3000 PSI CONCRETE 11 I A 1_ - -i 12 h6„ 6"J^I 12" F�N�f QFTAII 3/d" ADJ. GATE POST -I rGATE CORNER TRUSS RODS -L rGATE FRAME r -GATE POST 12,1-T I F- L 6„ - - - - - - 6" ...---I 11- 12" 20' MAX. DOUBLE SWING GATE nQ7AII NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GATE. SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. SLHAI.N__L1NK�L���L.EIAIL CITY OF SANFORD MAY 1997 FIC. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LILAC - TRAFFIC TYPE CONCRETE COVER __ _ PROPERTY RIGHT-OF-WAY WIRING fROU PUMP SIAIiON r PRCSSURC SWITCH FURNAS MODEL l 69 WU1L OR APPROVED [QUAL) J 2" BRONZE, BRASS, OR 2' CAP (WIN) GRASS SHUT Or --�� - RESILIENT BALL VALVE VALVCS AND CN I CS \ 2' Witt TCC I OIL -PILI CD- CAST IRON PRESSURC -BRASS DRAIN VALVE VALVE BOX GAUGE 2' (ROSS 2' MIN JOA PV 1 DALL CHECK LVE (FULL FLOW) , 2' •R•SS HORIZONTAL Y'I AOe WOOCL rvv.(e Ttt CAIt VALV( 112145 FIO-1 IC (fLANGCO) 1 - OR APPROVER OWL \ ' \ 1 INFLOW- OVIrLON 1 I 1 r%At rlc� PL1IC V.Lvf YOUNT(0 I .Nt (C-Elvew WOM INT 3.4 4T AAr uP.cr(D (M-1) NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ NOTE: DIMENSIONS WILL VARY ACCOROon TO tlrL SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PLP-: TO P`:?r.OE READY ACCESS TO ALL COMPONENTS. ALL ITEuS Sw+tt tt i�rDtlf SUPPORTED. PRESSURESWITCH DETAIL CITY OF SANFORD VARY 1997 FIG. 305 PRECAST THICKNESS (INCHES) DIAMCICR HEIGHT (EGET) MATERIAL MANUFACTURER (INC1115) - - - - 10.-35 4e -ss _ s4 -s7 se -0.o 0.1-66 0.7-72 TCC NANHOLC ,.t•,. WALL -,,,--INFLUENT SEWER (SCC ROTC 3) CONCNC IC ENCASEMENT Of VERTICAL PIPE INLET CONNECTION 1 • DROP PIPC AS NCOUIkCD �•• (SCC NOIC 1) 9tY BCNO , STANDARD DROP DETAIL ' ,•: f- PRECAST NANlIOIC •I' WALL COLLAR CNCASCO IN NON -SHRINK GROUT FLUSH WITH NANHOLC PVC OR DIP WALL (SCC NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ PRODUCTS AND MATERIALS: A. ►IP PIPE SHALL BC SCHEDULE 40 PVC SOLVE14T WELD PIPE CONFORMING 10 ASIM 01764 AND Dues. D. (jrTlNc� rmiN65 SHALL BC Of INC DRAIN WASTC AND VCNT TYPE WITH SOL- VINT WILD CONNECTIONS. fNfINGS SIIALL CONFORM 10 ASTM !3413, D2466 AND 03036. C. Wt CLEANER, PRIMER Alto CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL Of USED FOR THE SOLVE14T WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATCO DCLOW ARC SPCCIrIC DETAILS FOR THE INSTALLATION Or INC NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. .T------T•-T------T• 1 I I ullvj:[ VIMI 1 I C.o, e.6. _-- IHtlouWl [wu Small I � SSUe-°u1 L-____ F j----_i� 1 14 1[/.N0 'AVAT.A •:� a��5/`i \.,' I(AVKtt (us aINA 1.1 Swill IIw-oUI W.C- VALrt r� (scM .o rrc) II°.AC[ PIL VACuuN MUN TYPICAL SERVICE CROSS-SECTION 4" DIA d LONG SPOOL PIECE WITH 1/8- SIAINLt SS SIECL MESH TRASH GUARD 90' BEND 90- KENO 4' PVC RISER 4' PVC C.O. THREADED CAP SIRUCIVRC •y'1, y TCC D.W.V. WYE 4' SCH 40 PVC C.O. YPI AL_SERVICE VENT ANO CtFAN-OUT DFTAIL VACUUM SEVER SERVICE LATERAL SPECIFICATIONS _T_ CITY OF SANFORD MAY 1997 FIG, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - -+'ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN 1F OPERATING NUT "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ "CONTINUOUS COLOR COOED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2. TINE ACTUATING NUT FOR DEEPER VALVCS SHALL OE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 PIPE AND LARGER PAEcesr MANHOLE WALL '(1 . STAINLESS STCCL___[, PVC OR RANO L DIP SCALINGS$ SIECL PIPE CLAMP t '•�•RCSIIICNT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE Of EQUAL SIZE AND MATERIAL AS THE IN FLUENT SEWER. 2, INC CITY MAY APPROVE ALTERNATE WAT[RfICHT CONNECTION DETAILS FOR CONNECTION Of 24' OUL(CT[R PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIP[ INVERT. MANHOLE CONNECTION DETAIL S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ S CITY OF SANFORD MAY 1997 FIG, 201 NIOCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG, 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I"' IAPPROVED PLANS REVIEWED CITY OF SANI+ORD DET00?_ VALVE PAD IN COVER (SEE FIGURE 115)U14PAVED AREAS (SEE FIGURE 107) Y 1'INISHED GRADE • DACKIII.Ijj/itl, IN41IfRI.I.Y J: ADJUSTABLE CAST VALVE � (% IRON VALVE BOX ' '•(h t�Rl`([��Y\FI /J'7 •,�?� 'LIP (-%:2)��;', 1 ,11� ♦{ V r •:/ v1 !r://.nV.`/�VY%�rr �JJ / ti 'Yl.lr/J�•�la:, �'/� UNDISTURGEU 7 BEDDING ROCK LARIII NULLS: I. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. ;,It. W,0ER SIIUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. Q.11 l�'fF.RI'l Y VAI V�N_� ROX �FT�II CITY OF SANFORD MAY 1997 FIG. 401 HALL VALVI' FOR 2 O.S. d Y. RfSIIILIII INCHES AW) UIlO1V SLAY GAIC VALVC. DOUBLE CHECK OR (UVML511C ANU DOW- (2 REQUIRED) kCOUCCO PRESSURC ZONE GAIICN ONLY. 2 ACQUIRED) DETECTOR ASSEMBLY AS APPROVED BY LHC CITY NSI CDC/: (111•.)- DI[LCCIkIC UNION Illltl AOI Il HLOUIRLD) NIPPLE (IIP.)901 BEND (1 NCOUIRED) i y a WlAt GRAU1. SI--YL-�•( ?��.' I •, "I. •��9:1 ,�'A}{ .�')!1�'1.\ lln4•��•1 ,�.a •Yy�1\•�j,"':� 4' COIICRCI[ SLAB w�) N 40. 6 . 6 :... r.IlI.•••���,,,F`,n\\1\v:n�.��t`�•r"`A\v.\St\fin\�•� \V.��.'\ J\\ly�r.\w� ':V.�Vr WLR( MESH 10 AIAIAUN (-- ���jjj SERVICE .2_1IIGIJ_ANQ._1ELQW ASSEMQLY FaOfrs: 1. All. PIPL I111111GS, LIAILNIAIS, LAUOR, AND APPURIENANCLS SIIALL HE - SUPPLIEH fly fill! COHTRACIOR, ALL PIPC AND rmitic5 TWO (2) INCITES AND SMALLER SHALL UC 111RCADCD n SCIILUUIC JO GALVANIZED SIC L OR BRASS. 3. AIL PIPC AND mlIfIC,S THREE (3) INCHES AND LANCER SHALL NC k(STRA1NfD JOINT UUCIIIL' WWI PHIL. ADUVC GRAIL' JUINIS SHALL UE FACIUkY--ILAHGf D. 4, 1111RI.0 (3) INCA METERS ANU AUOVE SHALL OC ABOVE GNOUNU WSIALLANONS WIH1 WWASS. 6. VALVCS SNAIL BI CHAINF0 CLOSED. 6. ALI FIRC LINES SIIAIL BE AS APPROVED BY THC rIRC DCP1. 7. TILE 0111RC ASSEMBLY SHALL OC PAIIITCD SAFETY Pro FOR FIRE PROICCTION USCS Ar,D CLACK FON AU. OTHER USES. B. A CALL VALYL SHALL UC IN5IALLED AT TILC ASSCMULY'S CONNLCIION POII41 IU THE MAIN. 3 1 ;L:IILUUIE 41i GnLVANIZCG r•If•r ANO ritTI1:CS OR BGUUtT CHEEP. OR ,CHLUUIL 8U PVC PIPE Q kLVUL:I.0 1%11SSUI/L ULVICL ' AND IUIINGS (NETT P'FGUIkCD WHIRE RECLAIMED K:Jkf< IS UIRIZED) MrrFR ROX AND LID \ UNION UNION TO DE FLL,SII Willi AV /� fINI$HCD GRADE. `,TIDY OFF VALVE [ 10 30' Al1UVl' CUkH - 4• IU 6" GI[nDE. flNl$IIC U_. GNAU� L METER - CURB STOP • I -- SLUVICE LINE APPLIES ONLY 11 IkHIGAlll,rl TATTER HAS SEPARATE IAP 10 M4111. IN MUST CASES ' 'i �N -•- CORP. STOP IHC INTI IGAII014 MLILN 'HILL UL PARALLEL 10 IIIC IIOUtic Mt fl It AIIU OFF DI' LIR: (� V- -- DOuDLE STRAP SADDLE SAME SLNVICL CuIIHLCHUII. `.:. Y;A,Ek MAIM uJIISI IA PU ;IIIVC [I CIIIC CONNC TION SHALL UCMADC ULILYLLI ALL, GALVANIZED AFJU btl„s COMPONONrs. MCIlk ',HALL UC. INSTALLED SCTWCCH SIDCWALK ANO CURLI WIICkC APPLICABLE, 01I AT PROPERTY LILAC A0IN NO CAS[ SHALL It f)C I1I5TALIAU 111 SIULWALK Of, OIN[k PAVED ARCAS, .S USF PH OA[k Sl11 TfEl ID BASE MATERIALS. ria SN WIIN TWO COATS OF BIACK l If hltlll fll%lft. A UJV hII L'IKL'K VALVES Shill I/UI OC USED WILL 1/1; CNUUNIi lLV[t I'or' ill• IIF Ai.', Af•C IN LIS[• ° IRHI(4Aj1Qfl METE 131atiD Q0Ul3L".IJECi .._YtV YE__413 Rf�(1c:fL)__�R_EsS(�f�E_.119.�KF1_,Q�I/ FrtfvFllTF-"� CITY OF SANFORD MAY 1997 FIG, 503 HYDRA If Of,[ NA; ING NUT HOE 110111 E -. AS RFO'D. ` 24' SOUARE AND PUMPER NOZZLE 6- THICK 111111- FACING STREET FORCED CONCACIE - SNCAR PAO. (SCC N01C 1) - VALVE PAD (SEE f IGukC 107) 2 - 14 AT 0• ] ] O.C. ALL AHOUND COMPACTED BACKfIIL M J IIYDRAIIT ANCHORING ICC SEC INOIC 3 �p(� 12" MIN, '1�1(Trt T•�:�41,'1�.'. A;. ItH 6' DECIDING RUCK ✓•�r' .VALVE AHU BOX MCCIIAIII(S(L FIGURE 400) WITH RESIRAINEkS (TYP.) NOTES: I. FIRE HYDRANT SHALL OF SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PEIRMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW III[ FINISHED GRADE AND SOD THE RECESSED SECTION, 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SIIAII. OF. A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING 8-84. KENNEDY K81A OR CLOY/ MEDALLION F-2545, 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52,7.5 OF THE UTILITIES MANUAL. �1BEJ�7CQRAC(LAS�EhIl31Y�61L ' CITY OF SANFORD MAY 1997 FIG. 402 0,3. 9 Y. RESILIENT SCAT CAI[ VALVE, (2 11LOUINLU) ICSI COCK (TYP.) _ RODS Ott O.I.P. RISER (TYP) rLANC[U1 90' BEND \ �. 4' C011Ck[IC SLAB (2 ACO.) Willi NO. 6 Y 6 W10 • WI0 'i wIIE' SI I-2: -- �Y-tLi.n! 1/2" PN[IONMLU JOINT MrLICHIAI BLIWLIN I a •y' � 36- MIN, COVER i1 �} T `.4 PIPE AND CONCRCIC �, YY SLAB (ITP) Ty?µ 9d VEND (2 PCO.) IlNrcf 114RUST COLLAR ROODFO 10 111RUST COLLAR RODOfD TO 90' 6F110 OR AS REOUIRIO 90' DCNO OR RCSTNAIIIED BY 111E CITY BACK 10 VALVC AS RIOUIHCD BY THE CITY -1 _It&ff _AN D_Afl 0Y E_ASSEMBLY DOUDLE CHECK VALVC DETECTOR METER ASSEMBLY (MINIMUM) 'f( BAIL VALVC I . (2 ACOUIRCO) - �y1 5'0" MIL[ -I---o Yf`t/ _ CONCRETE SLAB A9QxE_.02Q NQ DEVICr Vile 11 DE1101DR32ASS D4SIQLE�1iEOL�4RJ3Ep�SE1ZL'l3E�- J3E_ZS)ClE�).EIF�T4R A5.5EM-01Y CITY OF SANFORD MAY 1997 FIG, .500 TRAFFIC COVER WHERE REO'D, DOUBLE METER BOX 24" MIN.)FINISHED GRADE 2" CAP -� 2" CAT[ VALVE I^ 2" 90' DENO r _ 2" 90' BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 CALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINS. USE YEFLO14 TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. BLOWOFF VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 403 0001.11111 Sre.r-i( METER CURB STOP LOIS (tYP.)- SCRYIC( (TTP.) Urec[ (TTP.) I \ It 3/4') u x' PROPERTY WIBE LINE (IYP.) 2 EA. I =7 Z 3 CURB ST(SCC •� = r• 'R rug • DOUBLE STRAP • (i .J.Nv a) SADDLE 3 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM TUBING . . PROPERTY r S 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE (PROPERTY A HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT WATER METERS UP TO 2' LEAST 12" ABOVE TTI[ HIGHEST OVERFLOW RIM OF THE TANK. •�� (BY CITY OF SANfORO) 4. FREEZE PROTECTION SHALL BE ADDRESSED. Z D « CLEANOUT 44. (TPP) 5 l MAY 1997 d WATER MCTER UP TO 2' b r:tC16 a • 4' WAICR S=E-SESYICE MAIN (MIN.) f III 6rno «.Y FITTINGS AS •SSC.A►t RL'OUIRCD (IYP.) (y[( -cot I) O O R!CHT Cif v&T SEPARATE 1•)&TCR CU61 BOXES WATE+ 2• (TY+.) SIDEWALK (TPP,) R!CT!S CF WAY L"IE NOTES: 1. ANCHORING TYPE 90• BEND SHALL ONLY BE USED "IFRC RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSIALLATIC-1 0► A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY 1997 FIG. 404 RICHT OF WAY LIN[ �� VARIES __ _ _ , LIMITS Of UTILITY CASEMENT CONCRETE SLAB BYPASS ---- FLANGED TEE �- T (2 RCOUlkEO) h S'0' MIN. CR A SIN (SEu11-� (SCC 140113TCi 9-10)0) Boll S1 Mitt. _2'0 M 2'0' MIN. 1. All PIP[ AND FIIIOIGS, MAI[kul5, LABOR, AND APPUNI[NANCCS HA SUPPLIED BY THE ONIkAG SHALL BE LG OR. 1 2. ALL PIP[ AND FITTINGS IIIHEC (3) IuCIICS AND LARGER SHALL DC RESTRAINED JOINT DUCTILE IRON PIPC. ABOVE GRADE JOINTS SHALL BE fACIORY-FLANGED. 12" SPOOL PIECE 3. ►TIRE£ (3) INCL[ MCTCRS AND ABOVC SHALL BE ADOVC GROUND DOUBLE CHECK OR REDUCED INSTALLATIONS W1/11 BYPASS. PRESSURE ZONC DETECTOR 4. VALVES SHALL BE CHAINED CLOSED. [LANCED 'I• TO BYPASS ASSEMBLY AS REOUIREU BY 1HE CITY 5. TUC ABOVE GROUND BYPASS LUt[ SHALL BC S(Z(o rot MC now REQUIREMENTS. I/2- PREFORMED JOINT O.S. A Y. RCSILI[NT SCAT VALVES 6. ALL ►IR( UNCS SHALL B( A Wb~.9/ Of (KN1 ! VICN(S MATERIAL UCtwf[H PIPE ( ) AND CONCRETE SLAM - �^ (S RCOUIRED) OR AS APPROVED BY 1H( FPC 0(►1. ���"��� Z. THE ENTIRE ASSEMBLY SHALL BE PASHICO SAf[TY RCD FOR FIRC 90' FLANGED VEND --ter PROICCIION USES AND BUCK FOR ALL OTHER USES. i CONCRETE SLAB WIYHRODS ON D.I.P. RISCR 6. A CATC VALVC SHALL BE INSTALLCO AT TUC ASSCMBIT'S No. 6 N 6, 10 x W10 12 MIN' CONNECTION POINT 10 INC MAIN. WIN[ MESH ; S6' MAX. rmisiiC0 EVADE 9. DUAL DOMESTIC -f IRC (LOW MASTER METERS SHALL BC .- f 'SU.i I•: p• J: '•r� • ':�'•^hi is '': Ji •/Ii '`r.•(['.{�•,/..�AJ{S•. ; .• - THE COMPOUND TYPE . 9d MJ UCNO 2 REQUIRED I0DOMESTIC WATER WASTCR METERS SHALLAll 6EITHER COMPOUND ON INLINE 1UROINC TYPE AS DC1[HMHNCD f (ROM INC PNOP0510 n .. USAGE AND AS APPROVED BY TILC UTILITIES DIRCCIOR. -•FROM MAIN - TO SCRVICC THRUST COLLAII IN RODUCO 10 q 90' 11ND OR RESTRAINED 10 VALVE AS REQUIRED AOJUSTAOLC PIPE " BY TILC CITYSUPPORT STANDS "'° ' ' THRUST COLLAR ROOD[D 10 90' UCNO OR TOTALLY 4f RESTRAINED AS RCOUIRCD • n `; r` BY THE CITY .QUAL D0111ESTIC-FIREJFLOW DOMESTIC WATER 1.1ASHE LIETER ASSEV CITY OF 'SANFORD MAY 1997 FIG. 501 etix AFP'" 1j'•1 •4 d IT 4•: , i' t DI.IN/SC IIOM 1•Iar1 b.lny y1.wJ In ••rile•, ell w•. r.1.I nlVlnt •null b• ChloHnobJ In Ct •r J•,na• +ITh M• rl••<Illa ullan. bda. .nJ u.. pruJ,.r.. emn,l. Irl AwnrA C -/I1 11y„JarJ ILe. Jal. I.r W.Ir,l.wr.y wa.r ".b.:. DOUBLE CHICK BACKFLOW AN pudau.0 ul Ih. IbHJ. D......_1 .1 Inar.nn..nt•I Ywlwll«. rwmll ."4U b..e.npu.J +un• 2-IACICN MrOA." A,NrfA CCn.1tclioN Hulls.YHCVCNI[R ASSEMBLY if GALVANIZED 1, A I.my.l.rr 1.mY•/ A•M.1N.. 1. I•Yull•J at NN toM•<Ilonl bHr•1. wl.11ny Sc .. Y...+L1 ..I..I.. a- p..Y...J .....m.r n.an 4.n.. a..n,.m., PIPEII, 40 GALVANAND 1`I11IHGS 7. In. dayN •.... 1. M b. " J Fur IlNlny •ny n... MUM •1 Mr h1 h•m PRCSSURC GAUGE - PROVIDE IEMPUHANY ..hlln • n.• ..1 nl.drn•Yr,J bl 11,. u.N d mw°loan. SUPPORTS AS HCUUINED. v 1 u..........a�TpdS M O"l tlY (IJ h.1nJYr Nh +Tan �r•w.N,) Y.,J Iw•M"'' .... 1•r. . Y Y.Lr1.i4y1..: . w.. ^r.m .nr _ ���.�J,p+•-1� .uln .1 11,. 11,• I+mY.1 • nn•1 e. ,Lull Y. m.lnlal„•J .NII •II•. 11„Iny, �`/°Y. Iwo.•..nJ <xrw •I In. n• utn • b..n • 1.lylly t hl.. MJ H..fmw •♦ «.T IM N•N.. 0•penm•nl el lnrbMTMUI IH«f11M °(I of r( MJ •II„1 p,rlM.nl .y Mtb. h.w b... r•u,I. rJ N. I.Imyr I .... dt.. rh.N Il.0 b• .•.d la nluln J Mlnlnwm Yr.1.Yl. el 1U Irl In In. n,. mole. 111r Il,lnl.tl .n onJ Y.1N In. Ib11 a..r•nf. 1.11•r 1. o41a1n.J OJ.Vuel• IMua w•••I.Y MI/•r I•Hr.lnb .MN b• ' 1 yr allu.J I. n.Y•r urlll . I• u1r.J Ily .ni IIIINp. .•.d Iw t1M.tIInY In. w "ply. l0 1„• •1r9b1l1m•y u pllispn• .l.lJhIT. YIe.l°.Jylrrllpnl,1r1,l•rJr• r•r,n,a Inw . Ino,aw.l.... A. InM. wI ln n.. rill. pAyMMJ .-1 iIb, • 12" TO 30 I . 3/4• HOSEDIDO 04141,164 by .yl Yllny or I b4lnp p.f I..D.A R at AVMA C/II-91. ADOVC W/VACUUM ORCAKER 2" SEND. BO PVC.GRADE 2" SCHD. 50 PVC -•-�- r+l.. ur.ulr .ay Cann ax.J .+n JUlrn., Ir,. I•Ne•MY YRee •JYf.. .h.N b• la,w..•: PRCSSURC CAUGC A. Iw. 11, -In rYlrw NMN b. •ywubJ and p1 wuf. 1•.1,1 N M. pr wane. .1 In. ull„ly �_a.•f __ a.myuny •FIN Myyn..r I• r.rlly wol.I NYAIn•M prNl 1• II• -M. V.Ir.I •hlan • • n•1 .•�.+' i 41 F Yrl .Lal • r•ylaa ••1 .ITh . n•. run. In.lu11.J In,m•Jlul •ly aJlut.nl Ia lir,. fjJ L 1�' 1 DOUBLE STRAP SADDLE 1 1. M. 1•mp•lury lumy.r i.m..<Y.n .h.a 0. 1•nar.all w J•NN.J IA•�• I b• u.•J lu Ilq In• n.. ., ..M •.. I., 11rI w�/lwy I•h Y•Iw Yei' ( f i \, •-5 3 't6itr, STOP , r 1w.1,r1.yIJM .arnyNny .I In. n•r nrun •. +l•VW.d by M. TUI II p.nn 1. , .1 wt ,,. - - � 2' CORP, STOP • fwadnY all h• n•1 b• uu."yd.J dwlny y.uN Ja..,unJ Yra lw. •.btlny ..bf l J t? 1 - • At Jrrn.IlwY. ..1114 Irl It.. q,bm 001•1 ba ep.• p1W 1. •p,Al19 M. II.-InAD •uh.. +, I'a , i•• EXISTING O NEW WATER LINE ' ' ` I • rr.-A IYr •.. In In• M• -In 111.wIn In, WATER LINE ...6,6. n.1 w0 0.•. It p.l • Ih. ll ­ role +null b. P-4 . N. I.m. MIF, .., I.y At pr, l.ur. dr.p •tell Ih• 1 " Ful,. I. Yrwbr InM 10 r.l. 1 ! FLOW C. In. 11, -In •aw. ,MN b, Iu.1.J aw1W br In• .1114, •«,•yony ..Nl 11.•I,Iny ►.yin., 1. . lT _ D. In, 11.-Iw rnl.• tl.aY b, •p.n.J •My Iw IW.hwy •1 M. n mal.. II•. pw••J.l• .hull Y. wr•al•J by In• rhlily temyeny end •a• .4 by M. .nyln•.I. I. •1,.1 Ilu.hlny, M. M. -In rw•. .nwl b• •Iu..J MI I.ab.J M M. He.•J p•,INen by N. Yllllry femp.n,, 4. In. ..."A'.. 1M• 11 1J• JJtuwunlallun OunsnJwriny IMI IM Rabb pja t b.tlll•r 11[ -IN VALVE MUST DC CLOSED AND b..n 1 ..... ..4 1. In Q.w .•nmy •14.1 YI M. Ym. •1 Mltwwn•n. REMAIN LOCKED. CITY TO PROVIDE I. (.wyl y r..Gn.J 1• uaw nn., e1 0 ...... Men a Mtn.. N J..„....1. M. IL -b, .w.. - LOCKING MECHANISM. VALVE WILL BC .w.0 ,.mein ma..J +nJ .r,+n e. wa4.J Irl M. •14..1 r••w.n by m. 0-00-1 11 •M• raw. • ull r .eln wJY,J • .•J rn111 In. n•. ,ya•m OPERATED BY CITY PERSONNEL ONLY. M• b.,n t.. 1a, .1 Yr rDf1 •nJ .II I.Ih •1 •r•r 11„.nl uV •FILL•.. /. Up. ...... I •1 tl.J .o 1.r .,. Ir.m fUlp •n. •II •.n •r.ln.nl oy.neh., I1,. wmn[L1 'y ' } wn m. Mm . NOTE: I Y ew.•/ unJ ytuyy •J .lin 1 In.n wo - I AN In,lawnaw ... nranle,,.„t. at w. b,, ,.wry p,mY.1 ..nn,•u.n ..d ow.wbJ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, W[bll.• Pr. d.n J..Iar, 11n1 y., -1... dt U.eN b• N, H,YunMMNq .1 n,. I.n.r.aw, f r ,,, "' + ' + "^'ASSEMBLY .AND . THE INSTALLATION OF THE DEVICE. b•AICA IrSUQ 1`1ITI1,O01 ,.• ,,. .. J......1. I.1nny .hax ., p•r l•r,n•1 .I Ifo ....1. I•• .•wr♦ hsn pr •••u1., wrb.• .'. . •Y•.f+l.• •Y Prw.J bl tl,. Lx,, 1.f • p.a•1 .1 w•I 1•.1 Mew 1.. 11) h•.... I. a•np .nail b M ' urJ U. .Ih Ih• uVrxa ul.l. y, u.l.lun, .. .,1 lwlh M 7,.Ilan 1 AYMA IlunJurd L•VU Iw _ ` L...) - IuHlbl. Iran pIY. enJ AWwA MJnuJI N.m4.I Y-7) Iw IVC pip.. - � ' • «., 1•.Itnp Yl ec •Jul• •weY Inoue. Iw. srnlMurY epplw+.len •1 In. •r•e1111J pl1•"rr• ' ' - 1• Inr I•a 1ya•m, 1.1 In• 1.. nGul 1•II.J, 41 ••I •1 • pumy Mtl^y IupYr Iwm • wl•luln.I '-.� � � ) -' ,ullul•1. Ie1 n.•n.V Iny .a1.1 I.,,. In. n•nrynl •1 le., wall b• ..I1nnb.1J by n•.+.wlny In• •alum• Jl.,.l.t •J Iran. •u1J [enw4.•r Sw.u1J M• 1..1 lull. n•.1.•ury I.p.lr, .nuY b• -, ,. ... . ..... -TEMPORARY.UMR CONNECTION .•m.r •h•J LI 11.• .•nil aalur .nJ II•• Ira I•y.1•J andl wnnln ..wMl,l,•J YnJb H•• •....• '• •. .� -... " ,boli lurnl.h I .ry lu L.l, + 1 yu•ny., puuy.111ana •11 •I4w Ibm, r.yu11.J le t.n J..r.l In, I•au 1•J •al.'r J.hlYullun .Yawn ynJ yrle.m n•a.••ary 1•Y+Ir,. CITY OF SANFORD MAY 1997 FIG. 504 �� nyL1.• r r r,^. G2 - o x :F J L > N I G z V0 -I u�1a 'ar= u� N?� j ?'�7 oouo i 7 i ad ay- � LTi N ��sp S M -Tom E. DO N 1 • m > � N m •, C � G V�, Z 4 l • O � F l Q � •isy Z5 7 ._ JY.?JEAL_RE.5112EflIlALR CA -AIMED WATER cvcrfy jAr[a,.!T CITY OF SANFORD MAY 1997 FIG. 505 CORPORATION MARYMAXI WOOD METER CURB STOP STOP (1+ MIN.) PACA I APPLIES ONLY IF IRRIGATION It 3/4') u x' METER HAS SEPERATE TAP WIBE TO MAIN, IN MOST CASES 2 EA. I =7 Z 3 CURB ST(SCC •� = ROTI • DOUBLE STRAP Li SADDLE 3 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM TUBING OF THE METER AND DEVICE. PROPERTY (1• MIN.) 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE (PROPERTY INDIVIDUAL MEICR DOXCS k HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT WATER METERS UP TO 2' LEAST 12" ABOVE TTI[ HIGHEST OVERFLOW RIM OF THE TANK. •�� (BY CITY OF SANfORO) 4. FREEZE PROTECTION SHALL BE ADDRESSED. Z D « (1- MIN.) IRRIGATION METER AND PRESSURE VACUUM SREAKER BACKFLOW PREVENTS SINCLC METER D MAY 1997 FIG. 502 WATER MCTER UP TO 2' b (BY CITY Of SANFORD) a • S=E-SESYICE CONTINUOUS COLOR CODED 14 CAUGE CORPORATION STOP INSULATED COPPER LOCATING WIRE 3f FITTING (POLYETHYLENE TUBING (NORMALLY OPEN)7 ONLY) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE 10 MAIN WIRE) ,I CORPORATION Y -BRANCH METER CURB STOP STOP (I' MIN.) FITTING (1' X 3/4' I APPLIES ONLY IF IRRIGATION It 3/4') u x' METER HAS SEPERATE TAP CURB STOP' TO MAIN, IN MOST CASES 2 EA. I =7 Z 3 WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THEIR-_ •� BE PARALLEL TO THE HOUSE CAN BE BACKSIPHONAGE. • DOUBLE STRAP Li SADDLE 3 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM TUBING OF THE METER AND DEVICE. PROPERTY (1• MIN.) 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE LINE INDIVIDUAL MEICR DOXCS k HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT WATER METERS UP TO 2' LEAST 12" ABOVE TTI[ HIGHEST OVERFLOW RIM OF THE TANK. •�� (BY CITY OF SANfORO) 4. FREEZE PROTECTION SHALL BE ADDRESSED. Z D « DOUBLE SERVICE IRRIGATION METER AND PRESSURE VACUUM SREAKER BACKFLOW PREVENTS FCOCO 810 DOUBLE CHECK NOTES: VALVE I, ALL rITTINGS SIIALL BE BRASS WITH COMPRESSION/PACK JOINT TYPC CONNECTIONS. `] 2. NO SERVICC LINE SHALL TERMINATE UNDER A DRIVEWAY. f O 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED -1lJlJ APPROXIMATELY r BELOW FINAL GRADE AND SHALL BC CLEARLY MARKED WilliA 2' X 2- X 16' STAKE WITH 111E TOP PAINTED BLUE AND MARKED Willi THC NUMBER or THE LOT(S) TO DE SERVED. 4. METERS 1-1/2" AND LARGER SNAIL RCOUIRC f.D.C.P, PERMITS. \- - FORD Y202 5. ACCLAIMED WATER SCRVICCS SIIALL OC PAINTED PURPLE (COPPER) OR USC YOKE DAR PURPLC COLORCO CTS POLYETHYLfNC TUDINC. 6. POTABLE WATER SERVICES SHALL BE PAINTCD BLUE (COPPER) OR USE d' METER BLUE COLORCD CIS POLYCIIIYL(HC TUBING, AWWA TYPE CC THREADS FORD CURB STOP SY92-323W WATER MAIN TYPE *K SADDLE COPPER' ORLCTSLE -WAIER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (I" MIN) CITY OF SANFORD MAY 1997 FIG, 405 PYB DEVICE (NOT RCOUIRCD WNCRC RECLAIMED WATER IS UTILIZED) R SCHEDULE 40 GALVANIZED RESILIENT SEATED BALL VALVES PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS. METER BOX AND LID DIELECTRIC UNIONS SHALL BE USED. TO BE FLUSH WITH i FINISHED GRADE. I 2" TO 30" 12" MINIMUM ABOVE 1 12" T THE HIGHEST OUTLET 4" TO 6" ABOI GR,LOE CURD ♦ \ / POP-UP SPRINKLER HEAD ` 1 1 I .. l• .. h� u u 7. METER CURB STOP SHUT OFF VALVE VO 01..4.. --COPPER SERVICE APPLIES ONLY IF IRRIGATION NOTES; u x' METER HAS SEPERATE TAP ap i9 TO MAIN, IN MOST CASES 11 PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED -CORP. STOP THE IRRIGATION METER WILL WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THEIR-_ BE PARALLEL TO THE HOUSE CAN BE BACKSIPHONAGE. • DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION, 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM OF THE METER AND DEVICE. WATER MAIN ' 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE L �Q� u�5� 71 HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT s Y LEAST 12" ABOVE TTI[ HIGHEST OVERFLOW RIM OF THE TANK. •�� 4. FREEZE PROTECTION SHALL BE ADDRESSED. Z D « IRRIGATION METER AND PRESSURE VACUUM SREAKER BACKFLOW PREVENTS CITY OF SANFORD MAY 1997 FIG. 502 u u 7. - VO 01..4.. O Ilk u u 7. - u x' ap i9 � vaF pati aJ da. da.Z m J.•(Jit N e L �Q� u�5� 71 s Y •�� Z D « \ L, •.3�0 > b a • ? < > H N LiIn to ] O O Y O 1 8 "> TYPICAL COMMERICAL RMLA1MED WA1FRJfi1311SA7141`_MIEM_1.A_=J CITY OF SANFORD MAY 1997 FIG. 506 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY .OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I DATE I APPROVED DET003 tr r w '. L fad COPY T_ City of Sanford Modal Coden In WfOct, Standard Building Cod€ 1gg7 ®d, Standard plumbing Coado 1087 6d: Standard Mechanical Coda i W! gid. National Electrical Code 199E ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT, A PERMIT ISSUED SHALL Or CONSTRUED TO SP A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTH©RITY TO VIOLATE, CANCEL. ALTER, OR OFT A91139 ANY Olt THE / PROVISIONS OF THE 'ArCHMCA6 COPPq, NON SHALL ISSUANCE OF A PERMIT I%A9V9NT tH9 IJUILCIINO F1111AL INSPECi(311 REQUIRED, DEPT FROM THEREAFTER 14Ebt11AMn A COMPrC• TION OF ERRORS ON THE PLANS; E t5N§TA(JCTI@N OR OTMEP. VIOLATIONS OF THE COOES- FLOOR r . ELEVATION MUS EI ,^µ �,.,, Iw � � 1 i ✓� �..`Ih� q^ OF A1 i .n R � I ' ',NLESS OT I-�Lrl� ";E �it-'r'r>O��rF.D "FINISHED FLOOR ELEVATIONS" Must meet city codes for finished floor / slab elevations or provide elevations approved by city engineering dept. for subdivision elevations to prevent flooding MUST MEET FLORII)k . ACCESSIBILITY CODE�j MUST MEET FLORIDA ENERGY CODES PLANS Mr- ' MWED CITE' OF SAINIEORD