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201 Tech Dr - BC01-001384 (NEW INDUSTRIAL BLGS) (A)• y , d I PERMIT ADDRESScn u `�U �(,� � Or f iii', SUBDIVISION DATE � ..�. CONTRACTOR , ^ i� ,(^ I'D (A r �.�I , `£� . 1 `� ,..�....f � C . ,., PERMIT # - � �r- �, �,� (.l , : � P: ADDRESS (J , PERMIT DESCRIPTIONJV '.C- Lc,L)c Mss�>nf-,De. PERMIT VALUATION 'A -7 co PHONE NUMBERSQUARE FOOTAGE `t C t > PROPERTY OWNER G T� y. ADDRESS PHONE NUMBER ct "� -- ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR O PLUMBING CONTRACTOR 4Poct- f'' 1r) G MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE ,MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE It L. , Cd 0 12"" SLOPE0 SHALL 12 1 PARCEL I D # 28 -19 - 30 - 5J B - 0000 - 0260_ & CL SEE DETAIL FOR RESERVED PARKING SIGNAGE q< fTQ-25 Ik"R - - --- - liOJE: (HANDICAP SIGN ONLY) +' 0' -- NOTADJOINING EXCEED �� 1:12 MAX SLOPE . . e..j SPECIFICATIONS 1. ALL LETTERS SHALL BE BLACK AND 1' IN FiEIOHT. LETTERS ARE TO BE SERIES �C', 1/7" RADIUS X14" ��ECGWIlREC WAIL( ?1REI1 �.i.r W B" OR PER MU1CD. 114. /, I -� 2 8- 1 9- 3 0- 5 J B- 0 0 0 0- 0 2 5 0 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZE ----- R U j O (ENGINEERING GRADE) BLUE BACKGROUND WITH $" WHITE REFLECTORIZE LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A PARKING dY REFLECTORIZED (ENGINEERING GRADE) WHITE vI .11 \ 6• `- PROW[ THICXEN10 EDGE FI8 11 (FACBC) Measurement of Curb - -- ---- -- 1 2 ~ 7 3 S -_ DISABLED BACKGROUND WITH BLACK BORDER. j q PERMIT-frlAfrT}NE m Slope, RBk h HANDICAP ACCESS NOTES SEE DETAIL FOR DISABLED SYMBOL SPECIFICA TIONS ONLYel 4. ONE slcN REQUIRED FOR EACH PARKING SPACE. r 7• 7 $250.00 FINE (CLASS I, 2500 PSI CONC. % CONCRETE CURB AND SIDEWALK COMBO. FLARED SIDE - PLANTING OR OIjWE NON LING R S11�2 A� - �44" ` ` ` ` �' - �5 34 33 ct -- NOT TO SCALE DIACONAL STRIPING TO BE WHrTE CITY ORD, 7 1/2" • ` ` • • • • • Q 32 14 In 1. THE MOUNTING OF THE ACCESSIBLE SIGNS (HANDICAP 5 SIGNS) SHALL. BE �" TO THE BOTTOM OF THE SKIN. THERMOPLASTIC SPECIFICATIONS. 32 Uz C`r In r) L0 1.11 Ca a �( �� •-� "- I o ^--��-- U")r) cn co E co ao cn C) 2. THE MOUNTING HEIGHT OF THE PENALTY SIGN SHALL °° C:) r^ c 0 - � 12 12 j o O Q) o BE 84" TD THE TOP OF THE SIGN. 4"(TYP) J. CURB RAMPS S1UE1 COMPLY WITH 'FACBC' 4.7. 4. PARKING SPACE SURFACE SHALL BE EVEN WITH THENOT ACCESS AISLE SURFACE AND CROSS SLOPED MAY NOT - m EXCEED A SLOPE OF 1:50 IN EITHER AREA. - E r� HANDICAP SJ V DETAIL. TO SCALE B" Joint Seal I ^ tc (A) FLARED SIDES (B) RETURNED CURB 12(a) FLARED SIDES. It the landing depth at the top of a curb NOTES* romp Is less than 48"(1220mm), then the slope of the flared aide RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES shall not be steeper than 1:12, ALL ACCESSIBLE ROUTEw SIDEWALKS FROM PARK SPACE � 31 15 a N 30 16 �J CJin O 5• ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE, �' RAMP TO THE PATIO AREA OR RESTROOMS SHALL COMPLY WITH A.D,A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 ----- --- --- GREATER THAN 1:20 S►w.L BE CONSIDERED A RAMP. d. SURFACES ALONG THE ACCESSIBLE ROUTES SHALL BE SUP RESISTANT AND SHALL COMPLY WfTH `FACBC" 4.J. 17 MIN CCS \ �Cono Pav'l, "Exp. Joint And OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) Flg 12 (FACBC) _ � 0 � Curb � � Y1'1 � Sides I I' 29 2H 7, ACCESSIBLE ROUTE COMPLYING WITH CL) Preformed Joint Filler � U ^_�;{�}F-DR+�-`'� 2q 27 AT I.EJSr ONE "FACBC" Is the J n 4.3 SHA1L. BE PROVIDED WITHIN THE BOUNDARY (FACBC) abbreviation of :Florida 1= V) C OF THE SITE FROM PUBLIC TRANSPORTATION STOPS, Accnslblltty Code for Building Construction r ► efts C( b (FACBC) is the abbreviation of :Florida 26 - rn . 0 ACCESSIBLE PARKING, AND PUBLIC STREET OR SIDEWALKS, TO ACCESSIBLE BUILDING ENTRANCES. � ,_ Accessibility Code for Building Construction LOCATION MAP HANDICAP PARKING 5T19YPlNG I NOT TO SCALL 4`(TYP) GENERAL NOTES Bollard (2) En r 5'CONOYETE OWNER: UNIVERSAL MAPS SITEWORK: 18 BAR 18' OUP (.TOW Pq aASS lj C/0 CANTERBURY CONCEPTS INC. , 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING � 1'6• ^I l� " ? I a- 4'-0 P.O. BOX 470262 UTILITIES BEFORE CONSTRUCTION COMMENCES. a.L - q• •A. :6. l LAKE MONROE, FL_ 32747 2. THE SOIL SHALL COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM 4 _�- ;, e ' DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. Cl Lu TDP 12' TO BE COMPACTED TO A MINIMUM OF 95a THIS SYA480L TO BE KU IE TNERUOPLASTIC SPECIFICATIONS. X OF THE SOILS MAXIMUM PROCTOR DENSITY VALUE (AASHTO T-180). d A • - lot -011 • BUI LDI ER : CANTERBURY CONCEPTS INC. I 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN f I f TI! I�iAL PAI/EMENTSYMBOIL_ IcCaR r - ' ` 4� :'� .� P.O. BOX 470262 MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. Al 28 DAYS (PAVED UASS1.J000ps/CONCR[IE ' LAKE MONROE, FL 32747 o d AREAS) AND 2,500 P.S.T. AT 28 DAYS (SIDEWALKS/CURB) NUDE: WIM SILP TO BE CI N URLD GAJ PARKING' 5IR1P[ C; .- C::, H,A/VDI CAPf'�D PARKING ` A ` -' - 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN BETWEN PARKING SPACES sem. I"_ J, BY: DESIGNED BY: - RCM APPROVED BY: MONTJE S. Pt.ANK, P.E. JOB NOT TO SCALE 2000.300.5 SURVEYOR: ROBERTS SURVEYING AND MAPPING 2000.300-5 site ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. SCALE: WHEEL `TCP u= U 0 ' 80' DATE: VDBL. 185 NORTH COUNTRY CLUB ROAD 5. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 1_ of 5 Seu/a.' 1'- 1 LAKE MARY, FL 32746 6. ALL LANDSCAPE AREAS TO BE SODDED. Gates 7. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND DUMPSTER ENCLOSURE DETAIL ENGINEER: CENTRAL FLORIDA LAND DESIGN IRRIGATION SYSTEM. CORPORATION 8. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITI TRAFFIC 6' Chain Link Fence with P.V.C. Slats 550 NORTH BUMBY AVENUE RATED PAINT. SUITE 145 9• 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL ORLANDO, FL 32803 "SOLID WASTE SERVICES BY CITY OF SANFORD" DEVICES AND LOCATED AS SHOW ON SITE PLAN. 10. STOP BAR SHALL BE 24" WIDE, WHITE PAINT, AND LOCATED AS SHOWN ON SITE PLAN. 1 HANDICAP SYMBOL SHALL BE WHITE PAINT. ,n 12. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM THE STREET. LANDSCAPE LEGEND: SITE AREA TABULATION 1j. INSTALL "NO TRESPASSING, CONSTRUCTION SITE SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. LIVE OAL DESCRIPTION SF ACRES PERC. OF SITE 14. POST THE EMERGENCY NIGHT PHONE NUMBFR ON THE BOTTOM OF �• (10' HT - 2" CAL_.) AT 4.5 FT FROM BASE PROPOSED BUILDING AREA 45,480 1.04 30.0 THE BUILDING PERMIT. LUGUSTRUM OR VIBURNLIMS (24" HT. PLANTED 30" O/C). PROPOSED PAVEMENT 35,675 0.81 23.0 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). C O INDICATES EXISTING TREES TO REMAIN. EXISTING BUILDING AREA 13,628 0.31 9.0 16. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. = INDICATES EXISTING TREES TO BE REMOVED. EXISTING PAVEMENT 19,943 0.46 13.0 17. 6" P.V.C. CHASE UNDER DRIVEWAY. THE CONTRACTOR SMALL PROVIDE A RATIO OF 1:10 FOR IMPERVIOUS AREA 114,726 2.63 75.0 SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. LANDSCAPE AREA 37,734 0.87 25.0 16, 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. ^UMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 i'-� •' % "�.--.--------� "� ALL LANDSCAPFNG SHALL BE FLORIDA #1 QUALITY. SITE AREA 152,460 3.50 100. 20. PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R.0 tiITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. a"r a.. �'" 14 �• �_ �x - �«N""urr 1 ��N",rs PARKING REQUIREMENTS 21. 22. THERE ARE NO WETLANDS ON THIS SITE. SECONDARY POWER TO BE PROVIDED OVERHEAD. TUTTHL m10o 10 '°�"°'°"°'OND 2 SPACES FOR THE FIRST 4,000 S.F. 2S. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS SHOWN. 1 SPACE FOR EACH 1,000 S . F . OF WHOLESALE AND STORAGE. 24. - EXISTING ZONING, RT 1. ,AREA.25. � ' � 1 SPACE FOR EACH 2O0 S S.F.F OF OFFICE EXISTING TYPE S SOIL_ Y A PER SOIL SURVEY Of SEMINOLE COUNTY IS a •.F �- . r'a �-�` ( 1' .��° _ BUILDING BASINGER. ,M,e„�gNeiwcn►+� I rrr E ,�. MUM ` EXISTING 13 640 PROPOSED 45,500 = TOTAL S)( 59,140 F 4 35 SPCSr -1 7 000 S F OF OFFICE AREArri 6,("�OWNER�-W1,L TRIJ3U- 1'0 CITY SIDEWALK FUND PRIOR 1-0 C.O.. (27. �� 1201 ,r" BUILDING L EIGHT 0' . IS 3 t r *WSW 3rr %J�17��,{j](��y55 // jj�/r /// ..•�.1•• � //% j//ff/jj/i!///j////ff/j/ 4,Q00 S.F. OF WAREHOUSE AREA 2 SPCSWoo" 48,140 S.F. OF WAREHOUSE AREA = 49 SPCS f/�ffjrf/fry55�/ffih`r51i"f� weir woll nt°' !1 16 (Control struutUre> Use o sw AE - `- �rAr ewsrr '>��f//1/// \ "4s SUB -TOTAL 86 SPCS Iffl////ff////J//ff1, /%///✓////////////l/l/////L/f CROP = / . TOTAL PARKING SPACES REQUIRED 86 SPACES LEGAL DESCRIPTION •.,� ACT - UAL PARKING SPACES 100 (INC 4 H/C SPACES) e,-� LOT 25 and 26, SANFORD CENTRAL PARK, P _.. ------ =_--' -- _ µV - AS RECORDED IN PLAT BOOK 33, PAGES 64 THROUGH 66, V TAKE BACK CALCS FOR IRRIGATION SYSTEM of THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA R o o P L A TOTAL ACREAGE = 2.39 AC. ------- "-" c�L U IRRIGATED ACREAGE = 0.60 AC. -_ _ --- --------- --- _--.-----`�` ----�-- POTABLE WATER USAGE = 2 E.R.U. = 600 G.P.D. B U BUILDING Z L D I N G ADDRESS-- RECLAIMED WATER USAGE = 44 NDS. @ 2.5 G.P.M. = 110 G.P.M. 6 M.P.D. = 660 G.P.D. 201 TECH DRIVE WASTEWATER GENERATION 600 G.P.D. SAN FORD, Fl_ A FULLY AUTOMATED IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DENOTES IRRIGATION SYSTE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT AND TRACT, THEREIN. U 6E - TILFTY- N ALJ N QTS .S_--�_ 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM e OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER WIRE AS REQUIRED BY THE CITY OF SANFORD. / e�tloa 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, WATER SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. -� LEGEND 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE NO. 60 ' b:J DENOTES PARKING LOT LIGHT MATERIALS AND TESTING. 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4', LOCATIONS SHALL BE PROVIDED WITH TRUST BLOCKS. 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING -s-- DENOTES SURFACE CONFORMING TO AWWA C-"901-78, 200 PSI, DR -9. FLOW DIRECTION 6. WHERE WATER LINES CONhLICT WITH STORM AND SANITARY SEWER, THE 32.E WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. CENTRAL FLORIDA LAND DESIGN CORPORATION DENOTES PROPOSED 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. GRADE ELEVATION 8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING, TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE - Engineering Business No. 8185 �j1011 DENOTES EXISTING GRADE WITH ASTM D-2321. 550N. BumbyAvenue ELEVATION 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER METER Suite 145 BOXES LOCATED IN RIGHT OF WAY. Orlando, Florida 32803 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR. (407)898-7005 11. FIRE WATER RECLAIM SERVICES TO BE RELOCATED OUTSIDE DRIVEWAY. Montje S. Plank, P.E. -License No. 36149 L. , Cd 0 U_ (✓ CL q< e..j q< C0 �.i.r W Z -� O z 0 ct Q In 00 C0 0 Uz C`r In r) L0 1.11 Ca a �( �� •-� N I o U")r) cn co E co ao cn C) °° C:) r^ c 0 - � I 7:� j o O Q) o � E r� ►---1 a; C 0 L� ° E Z D �J CJin O L. o U CCS CL) U n 1= V) C rn . 0 En r �:s S c,- u.(D a- cr - U) a.L Cr� cf 4 - Cl Lu -- LU r - c,- o d C; .- C::, o c" c .- CD DRAWN BY: DESIGNED BY: - RCM APPROVED BY: MONTJE S. Pt.ANK, P.E. JOB NUMBER: 2000.300.5 FILENAME: 2000.300-5 site plan SCALE: i I u= U 0 ' 80' DATE: December 5, 2000 SF-iEET NUMBER 1_ of 5 w 3ANATARY MANHOLE TACE FLOW UNE OF SW&E6" PVC ELEV. - 38.93 U T 2 7 CENTRAL PARK < 53 PAGES 64--66 43 44 --- -» __- -- J-45 = HM #2 SE F RR SPIKE IN -/ WOOD POWER POLE 4.7-' ELEVATION = 45.06' 42.3 AIN sxw EXISTING 8" PVC WATER _ � *XW ---� _.._•... xxw _ R.O,W _ xw- -- exw /� 40 GXW xxw •.,,.,, Oxw "� _ w R�) '� _ nx - - _ 42.1ING P ---- / � tri j �O . sxw Oxw (PAVED ROAD) ( E iAxw SCAN ' IRRIGATI01�, PROPOSED CONSTRUCTION CTI�N. _ \,,. 42.40 WATER AND SEWER .- NFdoU . Nxw -�,w 42.72 - O REMAIN SEWER RY moi- w- S25 - ,r W 650.58' (BEARING ---" `'f �. MANHOLE (FIELD VERIFY 42.85_ _ , T . ....... W6 (STING 5 EWMvEMEN YP) op t µxe KttY 42.9 TIE IN EXISTING B 21.01 1 II I 1.97 ----^-" S NITARY 4 X� e SET RR SPIKE ego a.ITY _ X42 1 SOD-?©WER' !!E •MA- HHO E. 25.27' . . »,» - - - - 25.00' SEE DETAI 2 •y�pp.' BAR a ,p ""' �aLx EI..EVATION L "w".4', " Y 39 x� A kol i 1 �` ' _y� - N TYP) ll • RETE �. � ._- --- _ CON �' - CL AN' UT 4 - _ ___ �..,. + 2 �� ... t 2 N /r C NEXISTING HANDICA ACES I v' • _ -, .... 0 r /ACCESS PARKING SP �n p KI Co CRETE AVE( GE .IOW .. ` . } . EV;,a-F COVERED PARKIN tS- Q E -, '.... ....... .... o e t ,.. ?5 .. � ...'.'.'.. •.... .. '.. .. .. .... LEV .-. 37 29' TYP X -�^ Ei w 10• MAT H EXI TING PAVE / T . , .'.' - ... ". C 01 A0% GRADE / f L.. ...... .. B..PV ..... " E D ..... 1. 1, .7 LF ER TO Dr .rDUM 5T 1. POLY.. I.. .'.NAV � �AA \ .. .. � NE. ( DES( BY \ i ... .... .. . , � M ., ti 0. WIDE CLEA AN��' ' N .-- 0. TYP: '. RAMP 136' 43 4.. MINIMU m \ UT © I waw\ »• SEN i;� 'ARK Note' ROOF RCT'EDNOOF POND TO E DE r 7- . DENOTES DRAINAGE I/ //AREA DRAINING TO L42 1i PROPOSED POND -INSTALL EROSION OL SILT/TURBIDITY BARRIER AS SHOWN. ccito - � I�I _ --�------•-=ti',// °// // ////✓// / ///J///°j/�/j/' /J/�///t/// i/ i�f ///J/�/J//�////fJ// /,////�// //�///// //J//////////// / J J� /'P�Jf �//�/ /�/ 1 , /fJ /7j /� l` l/ / / ` //// /////////s/'/r/ all 7-7 \\\ z/ °J /" CK &METAL x � _'\I\ \ �c^s o /f 1 -STORY CONCRETE BLO�/BUILDING LQ 8' / � QJ 9 ////1 �� 201 007!/////r/////Jl'j /////// /J//f /// /////r A W // I(Ar/ //// //// / 43.26 �; F.F.FFK. 1� Sy ORM ON -�F• AB R'-IF TOF OUTFALL L -SW ALE 1711 42 L 4040Jy Weir W Lttuie� o 41roStrui D (ContSWAL POSED --444 .K'N O X43 r i O.� !. P �K. _IfAi� -""01'25'x'_ 0.17w. r , r POLE - 43 r C -TE SIDEWALK unuTY NQ I / / / J / �• f', ' / J / / j / / _/ / / ! / ... w & RAINAGE EASEMENT \ o - K � sIDEwAL T. V. \ � ..QF LINE o ' 7 SIDEWALK \ � 44 r TOP EL, �=r.� - ..R.�.�� „s•,e.e-.•s --�,iral► - saw+. Wr.r e..es •.s�,ierareRsee• �r.�� +"r'-.r��i.r.en►��rRe►/"� '� 4101" ,�,,,,�.yyaR.awwews�ar�•rs e11prJFIel+unrest ..,, �aR.A•+..•^"`""_ a�rl'�' '•Y�,v A,. �s•„•�•�" x+"• �� esrewxeeee .. �.• ♦ ::> .. ,,,,,•.4 �•mR e� .�red�R+Ra► `�,Zt1i�l'�Fi/'"' • 3 vm6" r 1 1 1 INV, PARIES 40.45 a SECTION SECTION C -C SWALE SECTION POSED 5' L.CONC. SIDE` aALK ' SLOTTED WEIR SOD SWALE - - � TOP OF WALL 41.85 3 40.85 3 �1 1 SOD SWA LIE SWAL� SECTI❑N SIDE SLOtES 44,00 t' - - _,- - - - - - - - - - - - - - - - - _. TOP OF FOOTER 220Il L------------------- SECTION B -B TOP SKIMMER \/42.22 DHW 41.73 > 40.35' BOTTOM SKIMMER POND V'�40 1 3/8' FIBERGLASS SKIMMER BOLTED TO 8'x4'x4' P,T, 4x4, TOP OF WALL 41.85 WEIR INV. 40.8540.85 SECTION A -A REBAR SPACING INF❑ SEE DETAIL WI EXISTINET�3S�idi�WrlfLK----�--._-__ � ____._-------------_. OFI�I� ALK G CONCR_ r z t ITY 480 LF PROPOSED 5' CONCRETE S - -- 'TLE EDGE OF PAVEMENT ` --- CIL TOP EL. 41-85 2 N❑,5 CONT. FILL TOP COARSE W/ CONIC NO.5 VERT. 2 24' D.C. FILL ALL CELLS W/ CONIC LOW SWALE INV, 40.50 4' WEEP HOLE 8 10' ❑.C, SEE GENERAL NOTE N❑.9 DURA -❑-WALL 2 24' D.C. EL. 40.0 OR EQUAL H❑RZ. REINF. BREAK REINF, It CONTROL Ig7VNER L EXPANSIDN JOINTS ALT. HOOK DIRECTION 3 N❑.5 CONT. T (3' MIN, COVER) 3000 PSI CONIC, r GENERAL NOTE, PR❑VIDE 4' WEEP HOLE E 10' D.C. WHERE RETAINING WALL IS RETAINING MORE THAN 3' OF FILL, DETAIL WI CONTROL STRUCTURE DETAIL (WEIR WALL) N.T.S \----BOLTED TO 8'x4'x4' P,T. 4x4• SECTION U F, S A L A (PAVED ROAD) Sla•+olt -� Rle r eia atah Ditch Coro ♦ (Oiler aro i GLner PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Ior LNam with 2 - r x r x ,' States Per Bois. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Type A Or B Fence Nate Balsa to De slated at the direction of the Erylneer. loose Soll Placed Ly Shwal And Llghtty Compacted Alae Upstream Face Of Balm. BALES BACKED BY FENCE •I Limits Or C nslr llan I I - 50' 0. Centers r Typ. I Sad _- Aa Reoulred� s Slll Barrier sen Wax. 50• Nos. I An/wr Balm with 2 - r x L- ,' PLAN Stmm Per Bole. a.rrap Ede ♦ Flli Slone _ sed _ aNw eanom el Median arch ELEVATION ,- - ---5111 Barrio TO BE USED AT SELECTED SITES WHERE THE NATURAL �-OIIaA GROUND SLOPES TOWARD THE TOE OF SLOPE Cross Drala 1e'► 5O, Yox. 50' max. l Fes' F--- - - --Erdwal- SNI Borrlsr Boles To Bun Loose Son Pboed Shovel Sod Uells Of Cormlrualon Anolor Lirax- with 6 Aid Ughly CIDOV-181 Along 2-r x r ,' warm The Upstream Edge Of Boles. For 8me. fill SbPe DITCH INSTALLATIONS AT DRAINAGE STRUCTURES ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GHOUND SLOPES TOWARD THE TOE OF SLOE BARRIERS FOR FILL SLOPES R 0 A n sod meso (nota Sol/ Placd Ly Shoved Ad Llohly PLAN Catpacled Norq Upstream Edge Of Bast. Anchor Bales Wlth 2 - 2'm rx 1' Slakes Per Bole. Roll Pool I' Nin. Recommended ELEVATION Slowlnp Bole battlers for paned dlNmm . should be spaced In ocoofdaea With Chart 1. Shea I of J, Index No. l02 BARRIER FAR PAVED DITCH Woven Filler Fabric in Absent Or Eslodished Grass lApprox. 12' x 12'1. Secure Edges By Enlrmrnlrq And � -•� EAla d Under Bogs and Balm. Fobrlo Shall Neer The Renu/remen/s Of Sad Section 905 Of The Standard Speclfloollaa. Cool Of Fobrlo To Be 5' NIn. Inacded In Th. Canlr.ot unit Prioe B For Bald HW Or Straw. TN. Laos* Sol/ Placed BY Slo+al And UgMy Lame Soll Plood WShw.l Compacted Along The Upelydm Edge And L1gAly Cmpooled Along TM O, Bales. Upstroat Edge Of Was. PLAN PLAN Hail PWI r YIn. Rapwmend.d� 45' ry r Nln. R.mmmend Anchor Laser Balm With 2 - r x r s ,' States Per Baa. Anchor Top Baan To Lower Bdes With 2 - r x r x ,' Stares Por Baa. Anchor Balm With 2 - r x r x ,' Slakes Per Bale ELEVATION ELEVATION Agpiloallon ad Slowing, The use of Types I & Z bole barriers shmdo' be limited to Ind andillons outlined In Chart I. Shoot I of J. Ind- No, 02 TYPE Z TYPE I BARRIER FOR UNPAVED INCHES L LIE V DOWSTIC VATE I I/L-)d' V OdUGATM V/R 7 11 42.5 42.53 DHW 41. 39.50 Sides to be sodded. STORMWATER POND SECTION CENTRAL FLORIDA LAND DESIGN CORPORATION Engineering Business No. 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 (407) 898-7005 Montje S. Plank, P.C. - License No. 36149 - WEIR WALL A `O 3FIE V^J CONTROL STRUCTURE DETAIL (WEIR WALL) N.T.S \----BOLTED TO 8'x4'x4' P,T. 4x4• SECTION U F, S A L A (PAVED ROAD) Sla•+olt -� Rle r eia atah Ditch Coro ♦ (Oiler aro i GLner PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Ior LNam with 2 - r x r x ,' States Per Bois. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Type A Or B Fence Nate Balsa to De slated at the direction of the Erylneer. loose Soll Placed Ly Shwal And Llghtty Compacted Alae Upstream Face Of Balm. BALES BACKED BY FENCE •I Limits Or C nslr llan I I - 50' 0. Centers r Typ. I Sad _- Aa Reoulred� s Slll Barrier sen Wax. 50• Nos. I An/wr Balm with 2 - r x L- ,' PLAN Stmm Per Bole. a.rrap Ede ♦ Flli Slone _ sed _ aNw eanom el Median arch ELEVATION ,- - ---5111 Barrio TO BE USED AT SELECTED SITES WHERE THE NATURAL �-OIIaA GROUND SLOPES TOWARD THE TOE OF SLOPE Cross Drala 1e'► 5O, Yox. 50' max. l Fes' F--- - - --Erdwal- SNI Borrlsr Boles To Bun Loose Son Pboed Shovel Sod Uells Of Cormlrualon Anolor Lirax- with 6 Aid Ughly CIDOV-181 Along 2-r x r ,' warm The Upstream Edge Of Boles. For 8me. fill SbPe DITCH INSTALLATIONS AT DRAINAGE STRUCTURES ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GHOUND SLOPES TOWARD THE TOE OF SLOE BARRIERS FOR FILL SLOPES R 0 A n sod meso (nota Sol/ Placd Ly Shoved Ad Llohly PLAN Catpacled Norq Upstream Edge Of Bast. Anchor Bales Wlth 2 - 2'm rx 1' Slakes Per Bole. Roll Pool I' Nin. Recommended ELEVATION Slowlnp Bole battlers for paned dlNmm . should be spaced In ocoofdaea With Chart 1. Shea I of J, Index No. l02 BARRIER FAR PAVED DITCH Woven Filler Fabric in Absent Or Eslodished Grass lApprox. 12' x 12'1. Secure Edges By Enlrmrnlrq And � -•� EAla d Under Bogs and Balm. Fobrlo Shall Neer The Renu/remen/s Of Sad Section 905 Of The Standard Speclfloollaa. Cool Of Fobrlo To Be 5' NIn. Inacded In Th. Canlr.ot unit Prioe B For Bald HW Or Straw. TN. Laos* Sol/ Placed BY Slo+al And UgMy Lame Soll Plood WShw.l Compacted Along The Upelydm Edge And L1gAly Cmpooled Along TM O, Bales. Upstroat Edge Of Was. PLAN PLAN Hail PWI r YIn. Rapwmend.d� 45' ry r Nln. R.mmmend Anchor Laser Balm With 2 - r x r s ,' States Per Baa. Anchor Top Baan To Lower Bdes With 2 - r x r x ,' Stares Por Baa. Anchor Balm With 2 - r x r x ,' Slakes Per Bale ELEVATION ELEVATION Agpiloallon ad Slowing, The use of Types I & Z bole barriers shmdo' be limited to Ind andillons outlined In Chart I. Shoot I of J. Ind- No, 02 TYPE Z TYPE I BARRIER FOR UNPAVED INCHES L LIE V DOWSTIC VATE I I/L-)d' V OdUGATM V/R 7 11 42.5 42.53 DHW 41. 39.50 Sides to be sodded. STORMWATER POND SECTION CENTRAL FLORIDA LAND DESIGN CORPORATION Engineering Business No. 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 (407) 898-7005 Montje S. Plank, P.C. - License No. 36149 Cd `O V^J Lei., a:Q �W,,, w d i 0 z d 0 O o Ln 00 00 0 0 r � �.../ z C LnLn rM m o0 • Q� 04 <n rn oo E °o C v = 00 U v° o r-- CD > 0 LL �� O -D kQ C�3 L E L o E a v w:3 o M-0 5 E b z :3C c Z 2 CD o o O Ln s O �. j LO p�c n O V Ca E n s _ m V) G O Lr CD � Q V) > L1_ Li Q¢ CLI Lam. LL U) cc LL Cr- CD Cl) Cl- LL 11: z z� - O c>� CIO � O O 00 O p •pCD 'C ' CJ G M tiTTI CV DRAWN BY: DESIGNED BY: RCM APPROVED BY: MONTJE S PLANK, P.E. JOB NUMBER: 2000.300.5 FILENAME: 2000300-5 p and g SCALE: 1 N= 301 DATE: December 5, 2000 SHEET NUMBER 2 of 5 1+ I - __- ,�,..,.. �Srahu+�l•:�F'Y+'+�ka4'1�cww�wx,Yx-scu":aY�oeirra�i,u�ti't+e,e'.W:.a..,..;;:,N.,am:w..:,.3-.--- ;._.,-�_. .. ... .,, ,,- ,..------- -.. .. -AAAA _ _',wNa�ww.aw�waw..;..,w.:;»::awwN�.�..."�.'�u...»,w-�r,�am:::w � �n,,.�t:iu.�W.,�`""^ __ .:-.,� .. ., - .. ...; .. +. .. m-. _.-__...r„-e-r--.».,-..,.„.:....:.,s,.,,w...-.,. ,..-.„........_....,.w...war•MIN,iw�,...+r..u,.+.uww---.u.---...r,_ +eW.�tl.'��.�gi�n@k .._„i.a,wa'fi'iatt,.YAWwdiX"eds4LktllYJxiilrkh4(iE$t{7W.%uOJGfY,LMV 4F1.tiA`H:<vl4rlWfwNYkW,#SiiG7'W�ttkiGk�ii:3WrW�YC,B�&llMlY1A%tt'N13A,'x'+�kA:TNtitio'.TNFL4WiN'+rNN'dti4i'Mh[:Y� I -- - ..:. -: .e,+.+ '�---�,:u,�i"' .- UeYsei.FLl,bm"Yt ,wi�..ubLw,Nnewsd+,,••,?�m:IxwWiALLv.�,wwkarWda��Wtti�d�auN:u6s{"�r,e,t'®e+xieKUGFRrti4w2W'aidYbdtS.ffi',ID9YAYWYW4PRMY3,ffiY.kLi'uGCi�-, ._ .. _...-.-..._.._... .•.•.. .. .. . - �--r. .....M �..»,....-,AAAA. .__.. _. ,.,:..,..�..... ,,Ara,:. «.*.v ,wu »"w.,M.w�wra-:'ryJ'K.ax,.",:.;.«a...,....,:. ,._. --r�•,:.,. s'rY,&e.�4W"uaai�.. �-.__._.,. .......,.�wuJfi��e4::pwAsusawnw�,w6a�iw'+Li+qtr.S�ka4idYwta�aw..s�N�«..,.:�..a........-. .. „_,. OFUEXISTI 0 CUT EDGE 0_41 WIDTri VAra - SEE NOTE IA PAYMENT �fYP.) W/ SITE DF PIPE FINISHED GNAUE . � ........ � _...�. ...,.. AAAA-... ... w T2" MINA ASPIlALT1C CONC. " H CUf LEXiILE P" YEMENT h u l !y SEE NOTE a IDLE MAY VARY SEE NOTE 4 4 v AIdN NtPE O.U.if 4" (TSP) i. SELECT COMMON S FILL Ej 5 DEUDING ROCK PIPE BEDDING (SEE NOTE 0 do 9) ' UNDISTURUED NOTE31 \ EARTH 1. PIPE BEDDINOT SELECT COMMON FILL COMPACTED TO 90X OF THE MAXIMUM DENSITY AS PER AASIITO 1-180. Y. TRENCH BOOK IUa COMMON Fl LL COMPACTED T0 957OF THE MAXIMUM DENSITY AS PER AA3 T 0 I 13 WU PAYED AREAS ARE T^100, F1.QWA1ILE FILL, 11N)^i.�h N.SJ,I ,911AI1, IiL U7C0 WIIGIE EX f 1 P AJF"EC(ED. 3EE 301TION A2,8.4 OF U11111Y MANUAL FOR OM:31ON MIK: 3, USE OF TYPE A BEIH)ING TO BE DETERMINED IN HIE FIELD AS DIRECTEO BY THE CITY: 4, 16" MAX. FOR IPC DIAMETER LL53 THAN 24'. AND 24' MAX, FOR PIPE DIAMETER 24" AND LARGER. THE ffiIMUM DISTANCE 3HALL EQUAL THE OU1510E DIAMETER 0f THE PIPE. 6. WATER 311ALL NOT BE PERMITTED IN THC TRENCH DURING CONSTRUCTION, 8. ALL PIPE TO BE INsrALLED WITH BELL FACINO UPSTREAM TO THE DIRECTION Of THE FLOW. 7. REFER TO 3CCTION 32.5 OF III[ MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE Of FLORIDA TRENCH SAFETY ACT. 8, GRAVITY SEWERS 3DALL UTILIZE TYPE A DEDQINQ IF REQUIRED BY I11E CITY. BEDDING DEPTH SHALL BE 'I" MINIMUM FOR PIPE DIAMETER (ESS THAN 10' ANO 8' u1NIMUM FOR PIPE DIAMETER to' AND LARGER, 4. DEPTH FOR REMOVAL OF U83UITABLE MATERIAL SHALL GOVERN DEPTH Of BEDDING ROCK BELOW THE PIPE, THE CITY SHALL DETERMINC IN WE FIELD If REMOVAL Of UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FGLAimnoN, 10. ALL UNPAVED DISTURBED AREAS MALL BE SODDED TO MATCH 'ADJACENT DOMINATE ORAS3 SPECIES, 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COUPLTAIJCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES, SURFACE RESTORATION WITIIIH CITY RIOIIT-OF-WAY, SMALL. COMPLY WITH REQUIREME 11 OF RIOLfT-OF•-WAY UDUYATION REGULATIONS. JYPE A UEDDINC,-AND Q.PEN-CU` DETAII CITY OF SANFORD 1999 FIG. 1 UO MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). " PVC:C-900 9U5 OWDEND PIPE SIZE 4" 611 80' 10" 1230 14" 16" 18'0 20" 240- 4"LILY 43' BEND LOCATION)POST(TYP. 36" SQ CAST IRON FRAME SOIL (TYP.) - CAST IRON FRAME AND COVER WITH 4' MAX. at FORMED CAN 7tl' SU. _ 22-"1/2' BEIJD EXISTING/ ACCESS LAD. 17-1 4" ACCESS UD. PROPOD GROUP GROUT 11 -1/4' BEND r r _ CONCRETE /- FINISHED GRADE r,EDGE :; r,N UHDI3fURDED \�::('ti.�f1'(C1ir'�r•'rtr EARTH FULL ENCASEMENT PLUG OR BRANCH OF TEE 11-1/4' BEND rHRUsr BLOCK(TSP.) "- T •. FITTIN AREA (SQ. F MIN. HANDLE PREMOLAED PLASTIC----'""'" PREMOLDED PLASTIC- • NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALI FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINOS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST 'LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. S. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR N DI WITH THE FOLLOWING DUCTILE IRON PIPE AS PUBLISHED BY PRA, ASSUMPTIONS: ' • TYPE OF PIPET PYC HDPE • WORKING PRESSURE: _P.S,I. _ P.S.I. o SOIL DESIGNATION: -- LAYING CONDITIONS: TO BE COMPLETED BY THE ENGINEER � IBAItiED PIPE TABU (_PVQ-HDPE CITY OF SANFORD 7_1 FIG. 104A PVC PIPE COLOR WATER MAIN; BLUE TYPICAL PIPE 2" TO 15' PIPEb" TAPE IS CENTERED ALANO TOP HALF Of PIPE. r ffjl%%IlIIIIIII/%/,l � POTADLE WATER MAIN POTADLE WATER MAIN i r 10' TO 18" PIPE - b' TAPE IS PLACED ALONG BOTH SIDES Of TOP HALF OF PIPE. xMi xliYA IIIY"di 0.M'tll nYN, IssMID.I 1&311 YUYA �- 1O1AY.[ ,.AIIx ILtM PtlWix •ATTR Wbl Vf/lAnli 'Whl',4 IdNI 20" AND LARGER I'R'E - TAPE IS PLACED ON DOTH SIDES OF TIIE TOP 14W OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF Of PIPE. Mm num Tw1w xww nuvA YML04 � WEN XUYA InN1W� YVO." "SIR mu rOTAAx VOILA Wi4 WWILY WATIA Wm1 rrrrrrric•rri_r j,,irrrrrrrrrrr/rtrrrrr (XZTrrr•r_c rLrrrr I91A X SAM MAN M(A." VAI& WDt rqual VAT" WA PAPER BACKED ADHESIVE TAPE (TYPICAL) ---- C�/ -Wml WJ('Farunc wru uaml I" rvrAur wraa wai AF� F- 5 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREONATED LETTERING 311ALL BE USED. DIE TAPE SHALL RUN FROM JCNNT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN kWITH_1DEffilEICATION TAPE IRIS �.E._1RFZI.IIFL4AILi2N CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE T :ICH YDDTII VAR: x SEC NOTE 0 OF EXISTIP 0 ,-w'Q'O. A.V- PAVMENf �TYP,) W/ SIZE Of PIPE FINISHED GRADE - 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT 13 CLD' SEE NOTE z OLE MAY VARY,fi SEE ROrE 4� Sri-- PIPE O.D. h ) 0" YP 1A COMMON #b FILL �{ UNDISTURBEDM EARTH (SEE NOTE 3) NOTES{ i TO 9 I N51 3 PER hX GF THE MAXIMUMDE TY A 1, PINT DE BDIHQI 3ELl:UT COMMON FILL COdPAGTED T.) AAtHTO r-1110. 2. TRENCH DACKFILU COMMON FILL COMPACTED TO 009 OF THE MAXIMUM DENSITY AS PER AAr aHfO T-180, FIOWABLE FILL, 100-120 P.S,i, 311ALL BE USED WHERE EXISTING PAVED ARCAS ARE AFFECTED, SEE 5EGTION 32,0.4 OF LFHUTIES MANUAL FOR DESION MIX, 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYVC A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 10" MAX, FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LAROER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE OIAMEIER OF THE PIPE, 3, WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCfIOH. TIE FLOW. 8, All, PIPE TO BE iNYTAILED WITH BELL FACING UPSTREAM TO THEDIRECTION OF t 7. REFER TO SECTION 32.5 Of THE MANUAL FOR SHEETING ANO BRACING IN EXCAVATIONS. SHAU. COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS $HALL BE IN COMPLIANCE WTfi All APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATIO14 WITHIN CTTY RIORT-OF-WAY SHALT. COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS, 3. ALL UNPAVED DISTURBED AREAS 31L U. IE 300DED TO MATCH ADJACENT DOMINATE ORASS SPECIES, TYPE H UEDDINQ A._ ND__q_PEN--CUT DETAIL CITY OF SANFORD 1999 TFIG. 101 RENCI LIMITS 10" MIN. f4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) On MIH. (TYPI) - jm_ TIE ROOS INCLUDING 4" x 4" x 1/2' NUTS AND WASHERS HOT DIPPED OALYINIZED- (SEE SCHEDULE BELOW) OR STAINLESS STEEL -Y I I •�f-d (8" MRN.) MECHANICAL BEARING PLATE JOINTS i /4 BARS a� UNDISTURBED ----- UNDIH % MIN.) SEE TRENCH DETAILS ENCASE TIE RODS IN �- 3" COVER FOR PIPE BEDDING REQUIREMENTS 1-1/2' PVC SLEEVE NOTESi 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.s.l. 31 BEDDING, BACKFILL, AND COMPACTION SHALL. BE AS SPECIFIED ELSEWHERE IN IIIE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL, 8. NO ALLOWANCE SIIALI, BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND 'THE THRUST COLLAR. 8. DESIGN PRESSURE: P.S.I,• SCHEDULE OF DIMENSIONS AND MATERIALS ' PIPE _ UIMEN34ON4 TIE ROD3 REO'D 1GZt (INCHES) A B 0 D DIA. 140. (�•> CONCRETE VAULT UNDISTURBED GRADE LOCATION)POST(TYP. 36" SQ CAST IRON FRAME SOIL (TYP.) - CAST IRON FRAME AND COVER WITH 4' MAX. at FORMED CAN 7tl' SU. _ 17-1 4" EXISTING/ ACCESS LAD. 17-1 4" ACCESS UD. PROPOD GROUP GROUT • r� '. j ;, r r _ CONCRETE /- FINISHED GRADE r,EDGE :; r,N UHDI3fURDED \�::('ti.�f1'(C1ir'�r•'rtr EARTH FULL ENCASEMENT OPERATOR 11-1/4' BEND rHRUsr BLOCK(TSP.) "- T •. FITTIN AREA (SQ. F MIN. HANDLE PREMOLAED PLASTIC----'""'" PREMOLDED PLASTIC- • ww p � pq 1C �g kY Lesme�H d SA V -m. ,-. 4 'N M UA TAW it 1Ftmm Ti 2" VALVE (TYP.) 2- - 2" VALVE (TYP.) JOINT FILLER .r, 2" POLY ' 5" WALLS (MIN) +�- '' PIPE PLUG (TSP.) � : UNDISTURBED MAtER1AL WHERE TRENCH WALL HAS BEEN ROTS O TOCK AMM TO OK COWUM al VJ4 ar TTiILm. I'Gl M". TOIL AUTRAWf IT eCa INN) VLA" YIY ROTS b . Tu ki txxwmm .Y L.*A*u WATER MAIN THRUS1 COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 18" VINYL CONTINUOUS MAX. stl" WARNING TAPE MIR, TYPICAL UTILITY PIPE QE ERA.L-hQIM A. ALL UTILITY PIPES sliALL HE INSTALLED WITH 8 INCH WIDE VINYL CONTINUOUS NOW - METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF IB INCHES OR AS APPROVED BY THE CITY. IT SHALL. BE COLOR CODED AND WORDED AS FOU.OWSi I. POTABLE WATER 3. GRAVITY SEWER A. COLOR: OWE WITH BLACK LETTERING. A, COLOR: GREEN WITH BLACK LETTERING. U. LETTER11101 "CAUTION: WATER LINE B. LETTERING: CAUTION: SEWER UNE BURIED DELOW" OR SIMILAR WORDING. BURIED BELO'W' OR SIMILAR WORDING. 2. RECLAIMED WATER 4, SEWER FORCE (LAIN A. COLOR:PURPLLE WITH BLACK LETTERING. A, COLOR: BROWN WITH BLACK LETTERING. 9. LETTERING: CAUTION: RECLAIMED WATER 9, LETTERING: CAUTION; SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL DE LOOPED AND TIED TO ALL VALVE BOXES, (SEE FIG. 400) UTILITY_RIRE WARNING AEE (5LWER P)IABLE WATER. SND RL�,1<:AIFd.IsQ WATER) CITY OF SANFORD 1999 TIG. 111 UNUIIIU EARTH EE OTE I .�- �rYP. 1x 3000 CONCRETE 3HEEfl1 DEDOINQ NOCK CONCRETE ARCH SHEETED INEI4CH , UNSHEETED TRENCH 10, ¢ - P NOTE 1 :FETING- Y AIDES OANN 7 8C FUeLMED .0/4 'D"/2 •Y� "'x,i}'. . T 3000 PSI r t CONCRETE r' rI r .r, , ,r. r' i M w 1 - TARSI ♦ h CONCRETE CRADLE PIU1E51 1. (')1 I8" MAX, FOR PIPE DIAMETER LESS DIAN 24", ANMD 24" MAX, FOR PIPE DIAMETER 24" AND OVER, FOR CONCRETE ARCH, THE Will. WIDTH YRALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2, 'D" REFERS TO THE DIAMETER OF THE PIPE, 3. '1" REFERS TO THE THICKNESS OF THE PIPE, 4, THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO DE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, 4, REFER TO SECTION 72.5 OF THE UTILITIES MANUAL FOR 3HEErIN0 AND BRACING EXCAVATIONS. 9. ENDS OF ENCASEMENT SHALL DE FORMED, AND LOCATIONS 311ALL BE INDICAIEU ON RECORD DRAWINGS. _Q4NCRE`[E_.ARCH ANQ ENSU SEM N1_DE AIU CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK 36" MIN, OR BRICK AND (SEE NOTE 2) COVER MORTAR WALL ----W�_ FILLING AT BOTH , ENDS 4 -,_-VENT HUE RESTRAINED JOINT DUCTILE IRON PIPE r') V, l 4" MIN I -fid --- 6" MINT x_ �� STEEL CASING PIPE DUCTILE IRON PIPE --- CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION 15 WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES, 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR --4 FOOT LONG, 4 INCH BY 4, INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASINO SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG, 106 2' D.I. VENT PIPE 2' D.I. VENT PIPE - ` SEE Halt I OPENINGAND 4"x4" W/ SCREEN MESH 4' x 4' PRECAST M IN, BELL SHALL NOT INTERFERE (�•> CONCRETE VAULT UNDISTURBED GRADE LOCATION)POST(TYP. 36" SQ CAST IRON FRAME SOIL (TYP.) - CAST IRON FRAME AND COVER WITH 4' MAX. at FORMED CAN 7tl' SU. _ 17-1 4" EXISTING/ ACCESS LAD. 17-1 4" ACCESS UD. PROPOD GROUP GROUT • r� '. j ;, r r _ CONCRETE /- FINISHED GRADE r,EDGE :; r,N UHDI3fURDED \�::('ti.�f1'(C1ir'�r•'rtr EARTH FULL ENCASEMENT OPERATOR 10, ¢ - P NOTE 1 :FETING- Y AIDES OANN 7 8C FUeLMED .0/4 'D"/2 •Y� "'x,i}'. . T 3000 PSI r t CONCRETE r' rI r .r, , ,r. r' i M w 1 - TARSI ♦ h CONCRETE CRADLE PIU1E51 1. (')1 I8" MAX, FOR PIPE DIAMETER LESS DIAN 24", ANMD 24" MAX, FOR PIPE DIAMETER 24" AND OVER, FOR CONCRETE ARCH, THE Will. WIDTH YRALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2, 'D" REFERS TO THE DIAMETER OF THE PIPE, 3. '1" REFERS TO THE THICKNESS OF THE PIPE, 4, THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO DE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, 4, REFER TO SECTION 72.5 OF THE UTILITIES MANUAL FOR 3HEErIN0 AND BRACING EXCAVATIONS. 9. ENDS OF ENCASEMENT SHALL DE FORMED, AND LOCATIONS 311ALL BE INDICAIEU ON RECORD DRAWINGS. _Q4NCRE`[E_.ARCH ANQ ENSU SEM N1_DE AIU CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK 36" MIN, OR BRICK AND (SEE NOTE 2) COVER MORTAR WALL ----W�_ FILLING AT BOTH , ENDS 4 -,_-VENT HUE RESTRAINED JOINT DUCTILE IRON PIPE r') V, l 4" MIN I -fid --- 6" MINT x_ �� STEEL CASING PIPE DUCTILE IRON PIPE --- CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION 15 WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES, 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR --4 FOOT LONG, 4 INCH BY 4, INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASINO SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG, 106 AREA FOR UNDIS�URe� D PLUG SOIL TYP, EDGE QF(I( TRENCH (TYP,) RQ.S__',llslSi CROSS W/ O PLUS AREA FO TEE •'i i't.�•,uttNac WOOD BLOCKING - -� (TYP.) T, AREA FOR PLUG t A -1.1/2 -LU AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG EE W T /t� Iti UST BLOCKL __T CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK, CONC. PAD (FLUSH WITH FINISHED GRADE) 3' DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. � ALAI. AROUND REQ'D. SIZE OF VALVE - -TYPE OF VALVE ---`� low +' ' SERVICE DIRECTION & N0. " TURNS TO OPEN4k. rr, ' APPLICABLE VALVE BOX AND COVER �� ' �•a"'' •�, fi (SEE FIG, 113) •. • -'-` " ANCHORS 2 TO BE APPROVED CONE, MIN 3000 P IN.. MIN, BY CITY) VAL.VE5 16 tKHES AND LARGE 8' TK. CONC. PAD �- 240#�I (FLUSH WITH FINISHED GRADE) ¢4 REBARS -\ .: t '•' ' ALL AROUND 24'3 APPLICABLE V A ER 2 4 . .r APPLICABLE VALVE• "' : �" ' - ''+� ' BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INC1-IES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 2' D.I. VENT PIPE 2' D.I. VENT PIPE W/SCREEN MESH WOOD FORM BOARDS BEHIND OPENINGAND 4"x4" W/ SCREEN MESH 4' x 4' PRECAST LOGATIRL POST (TYP. BELL SHALL NOT INTERFERE FINISHED CONCRETE VAULT UNDISTURBED GRADE LOCATION)POST(TYP. 36" SQ CAST IRON FRAME SOIL (TYP.) - CAST IRON FRAME AND COVER WITH 4' MAX. TRENCH WIDTH 7tl' SU. _ 17-1 4" EXISTING/ ACCESS LAD. 17-1 4" ACCESS UD. PROPOD GROUP GROUT PAVEMENT 4" MAX _ 4 x P _CA /- FINISHED GRADE r,EDGE :; r,N a OPERATOR 11-1/4' BEND rHRUsr BLOCK(TSP.) "- T •. FITTIN AREA (SQ. F MIN. HANDLE PREMOLAED PLASTIC----'""'" PREMOLDED PLASTIC- • ww p � pq 1C �g kY Lesme�H d SA V -m. ,-. 4 'N M UA TAW it 1Ftmm Ti 2" VALVE (TYP.) 2- - 2" VALVE (TYP.) JOINT FILLER .r, 2" POLY ' 5" WALLS (MIN) +�- '' PIPE PLUG (TSP.) � : UNDISTURBED MAtER1AL WHERE TRENCH WALL HAS BEEN 2" PORT WITH TOP SECTION T -`-``- _ THREADED PLUG PIPE PLUG (TYP.) EXTENSION ROD AS 2" DATE !;-------"'~--- i CUT OUT AND SEAL JOINT 2" NIPPLE------._ '.•• 3. ROUGH BLOCKING FORMS SHALL 9E USED ALONG SIDES OF <' WITH MORTAR FOR FORCE TIIRUST BLOCKS AS REQUIRED, p 4. THRUST BLACKS SHALL BE USED IN COMDINATION. AS REQUIRED MAIN OR WATER MAIN 2" GATE - - 4_ t .' J" T SEE NOTE 2 VALVE I PRESERVATIVE IF FORMS ARE TO REMAIN N PLACE. 2' 90' BEND I 2" NIPPLE '-f -_•^----0 2" UNION It BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STREHCITH SERVICE SADDLE 2" BRASS PIPE PER SPECIFICATION FITTINGS AND 8" BLDOING ROCK - SECTION 30.5.4 PIPE FOR :!': i7 ' ',•: `•`-': : A.R.V. SHALL HE BRASS 8" BEDDING ROCK 8" x 16' REINFORCED FORCE MAIN CONCRETE FOOTING. (INTEGRAL WITH PRECAST OR WATER MAIN STRUCTURE) NOTES= 1. ABOVE DETAIL 15 BASED ON 2 INCH COMBINATION AlR ACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORO HOLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER - MIRED BY THE ENGINEER ANU APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SIIAL.L BE 4,0 FEET. 50.6.4 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED, AIR QR QQMUI>'jATIONASI /VACUUM RELEASE YALVE DETAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDIS�URe� D PLUG SOIL TYP, EDGE QF(I( TRENCH (TYP,) RQ.S__',llslSi CROSS W/ O PLUS AREA FO TEE •'i i't.�•,uttNac WOOD BLOCKING - -� (TYP.) T, AREA FOR PLUG t A -1.1/2 -LU AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG EE W T /t� Iti UST BLOCKL __T CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK, CONC. PAD (FLUSH WITH FINISHED GRADE) 3' DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. � ALAI. AROUND REQ'D. SIZE OF VALVE - -TYPE OF VALVE ---`� low +' ' SERVICE DIRECTION & N0. " TURNS TO OPEN4k. rr, ' APPLICABLE VALVE BOX AND COVER �� ' �•a"'' •�, fi (SEE FIG, 113) •. • -'-` " ANCHORS 2 TO BE APPROVED CONE, MIN 3000 P IN.. MIN, BY CITY) VAL.VE5 16 tKHES AND LARGE 8' TK. CONC. PAD �- 240#�I (FLUSH WITH FINISHED GRADE) ¢4 REBARS -\ .: t '•' ' ALL AROUND 24'3 APPLICABLE V A ER 2 4 . .r APPLICABLE VALVE• "' : �" ' - ''+� ' BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INC1-IES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES, VALVE SITES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY HIE CITY PRIOR TO INSTAL - LA HON. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET SIR QR COMDINATIQN_AIE U RELEASE VALVE DEI61L CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REWD) - -- FY'C lot W?%.) 2' D.I. VENT PIPE M am Esu m WOOD FORM BOARDS BEHIND 11-174 �gfmo VA n) W/ SCREEN MESH EDGE OF CROSSCUT DIP: CL350 BELL SHALL NOT INTERFERE OgUE�Np�INqO7 AND 4'x4' 90" BEND UNDISTURBED CONCRETE VAULT LOCATION)POST(TYP. 1` SOIL (TYP.) - CAST IRON FRAME TRENCH WIDTH 7tl' SU. _ AND COVER WITH EXISTING/ 17-1 4" ACCESS UD. PROPOD N GROUT PAVEMENT 4" MAX _ 4 x P _CA /- FINISHED GRADE r,EDGE :; r,N a OPERATOR 11-1/4' BEND rHRUsr BLOCK(TSP.) "- T •. FITTIN AREA (SQ. F MIN. HANDLE PREMOLAED PLASTIC----'""'" • ww p � pq 1C �g kY Lesme�H d SA V -m. ,-. 4 'N M UA TAW it 1Ftmm Ti 2" VALVE (TYP.) -`"'--CAST IRON JOINT FILLER NO TE41 VALVE BOX PIPE PLUG (TSP.) � : UNDISTURBED MAtER1AL WHERE TRENCH WALL HAS BEEN - 6' WAG. (MIN.) TOP SECTION 2' NIPPLE -------_,-:t -`-``- _ 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, JOINTS, 2" PORT WITH EXTENSION ROD AS 2" DATE !;-------"'~--- i THREADED PLUG REQUIRED VALVE 3. ROUGH BLOCKING FORMS SHALL 9E USED ALONG SIDES OF SEE HOME 3 TIIRUST BLOCKS AS REQUIRED, 4. THRUST BLACKS SHALL BE USED IN COMDINATION. AS REQUIRED GROUT 2" 90 DEND 2" NIPPLE --- - ---� : • o. AL1 WOOD DLONROW SHALL BE PRESSURE111EATEU WITH I PRESERVATIVE IF FORMS ARE TO REMAIN N PLACE. 2' 90' BEND I E 0, ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5 ) DAYS '-f -_•^----0 2" UNION �-Z" NIPPLE BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STREHCITH 2" BRASS PIPE PERIOD, 2' GATE VALVE 8" BLDOING ROCK - B" x 19" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.6.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES, VALVE SITES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY HIE CITY PRIOR TO INSTAL - LA HON. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET SIR QR COMDINATIQN_AIE U RELEASE VALVE DEI61L CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REWD) - -- FY'C lot W?%.) W Lm A n) M am Esu m WOOD FORM BOARDS BEHIND 11-174 �gfmo VA n) xE i RW 04 FO EDGE OF CROSSCUT DIP: CL350 BELL SHALL NOT INTERFERE 16" 18" 20., 74„ 90" BEND UNDISTURBED _-_f u--• WITH JOINT (TYP.) 1` SOIL (TYP.) - CONCRETE T RUST --� BLOCK �TYP,) TRENCH WIDTH IQ N T _ THRUST-. p- r,EDGE :; r,N a OF TRENCH 11-1/4' BEND rHRUsr BLOCK(TSP.) "- T FITTIN AREA (SQ. F MIN. CONCRETE ww p � pq 1C �g kY Lesme�H d SA V -m. ,-. 4 'N M UA TAW it 1Ftmm PLUG OR BRANCH THRUST BLOCK NO TE41 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MAtER1AL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL _ 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS, FTTfING3 SHALL. BE PROTECTED BY POLYETHYLENE FILM (8 MIL) PRIOR TO PLACINQ CONCRETE THRUST IX.00K. 3. ROUGH BLOCKING FORMS SHALL 9E USED ALONG SIDES OF TIIRUST BLOCKS AS REQUIRED, 4. THRUST BLACKS SHALL BE USED IN COMDINATION. AS REQUIRED T0 SUIT THE SPECIFIC FTINU ARRANGEMCHT. o. AL1 WOOD DLONROW SHALL BE PRESSURE111EATEU WITH I PRESERVATIVE IF FORMS ARE TO REMAIN N PLACE. E 0, ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5 ) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STREHCITH CONCRETE 13 USED AND CITY HAS APPROVED A SHORTER PERIOD, ER:IY:DUIE FOR Rem ISJx:K AREAS FY'C lot W?%.) W Lm A n) M am Esu m tY-I/x aeeuwo Oq r0 11-174 �gfmo VA n) xE i RW 04 FO ((u1 DIP: CL350 4„ 6 „ 1' 81o" 12" 14" 16" 18" 20., 74„ 90" BEND _-_f u--• 43' BEND 1` IQ 1x _ 11-1/4' BEND ww p � pq 1C �g kY Lesme�H d SA V -m. ,-. 4 'N M UA TAW it 1Ftmm JHRU5T OLOCK DETAILS CITY OF SANFORD 1999 FIG. 1030 PVC PIPE COLORS ORAVITY SEWERT SOLID UGHT 014EEN FORCE MAINi SOLID LIGHT GREEN TYPICAL. PINE-.\ 4' TO 8' PIPE - 0' TAPE IS CENTERED ALONG TOP HALF OF PIPE. a %llllllGfl/ft/// //Tr//lI !�.'��.'lIIIII�'l��III11" SEWER UNE SEWER UNE Tll�I/fIl//Irl/�TrrjUll,II�j111!//JjTl/lI/1�fI1- l 10" TO 10' PIPE - 8"TAPE IS PLACED ALONG BOTH SIDES OF TOP HAJ.F OF PIPES-- LtYI nmx mxt ;Fu RY1 nxw �� ••n, Dxn 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD 31HIP CENTERED ALONG TOP HALF OF PIPE_ RYI �aAx AYl I -An Tun MAN r liA,tA LtY •SSSS LM t[4QI lxK �rrrrnu!llrrrirrrrirr(,2Lflrim• {� - nwa ug mrml Emu uwx UA PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) C' { LAX. Icru ..I 1' muua T 8" FOR SEWER LINES - TAPE SHALL DE GREEN .WITH BLACK LETTERING, FOR SEWER FORCE MAIN - TAPE 31LAI..L. BE BROWN WITTI BLACK LETTERING. TAPE SHALL, RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, At l FORCE M iN5 ND 12!l1rII F IRON GRAVITY LINES WITH IDEIiIIEIC� HIS EW_L JDENTIFICATIQ)N (SEWER - EQ CES MAINAND QRAV_LTY) CITY OF SANFORD -7 1999 FIG. 108 ALL LETTERS 2" IN HEIGHT WITH 3/4' SPACING BETWEEN ROWS ltl" -IRRIGATING WITH i 5/43 RECLAIMED WATER DO NOT.DRINK 30" (MAX) t/2" BORDER " u NOTES: 1. HEIGNf OF SIGH WILL DEPEND 011 LOCATION AND 5 *ROl)HDING LANDSCAPE PRINT TYPES, IN ALL CASES, THE 5" STILL 9E VISIPIETHE D PUBLIC. T 2. DACKG"140 SNAIL BE PANIGHE PURPLE 5220. LETTERS SHM-L BE WIRE. S. ENGINEERING GRADE RETLECIIVE UATERLAU SHAH BE USED. 4. POST SHALL BE U CHANNEL 2 IS. NOT ROU ED HIGH TENSILE NAIL OR HETET SLEET, NOT DLP GALVANIZED PER ASTM A-127• S. MOUHRFIO HARDWARE SAMIL BE STAINLESS STEEL b. SIGNS SKULL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH INE CITY APPROVED ENW)EER1NG PLANS AND/OR AS APPROVED BY THE UHDTIES DIRECTOR. RECLAIMED WATLI3_1f RI.Q ,ZLQN_aM CITY OF SANFORD 1999 FIG. 114 MINIMUM I,ENOTH (Fr) TO DE RESTRAINED ON Ekll SIDE OF FITTING(S). I" PIPE SIZE DIP: CL350 4„ 6 „ 1' 81o" 12" 14" 16" 18" 20., 74„ 90" BEND _-_f u--• 43' BEND 22•-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE _ , I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2, INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE, 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH AI D PI .a aREATFsr LENGTH aF RESrRNE PE, YIEI 5 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED I UNLESS OTHERWISE INDICATED, I 6, LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "rIIRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH 'THE FOLLOWING ASSUMPTIONS: s TYPE OF PIPE: DIP a WORKING PRESSURE:,- P,S.I. 4 SOIL DESIGNATION: i LAYING CONDITIONS:- TO ONDITIONS: TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1,5, RESTRAINED PIPE TABLE DI_P) I CITY OF SANFORD 1999 FIG. 194B t i PVC PIPE_UQ1,i)R PANTONE PURPLE 522C i TYPICAL. PIPE-�� 2" TO 0' PIPE - 4" TAPE 13 CENTEREU ALONG LOP HALF OF PIPE L, T r RECLAIMED WATER MAIN RECLAIMED WATER MAIN I 10" TO I8" PIPE - b' TAPE IS PLACED ALONG BOTH SIDES OF \ i THE TOP HALF Of PIPE. ! I r NN, xeaq asnrr+w .al Ns4 +"wm.+ Nq >m.T wx,n i j I / oua.wAa •w ow,, xw,sw •wx xq mn.:+m un. rx ,i/ � I I 20" AND LAROER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WffH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. � � I w swtmw wA 1zu" w.YW w.I em,m. as+rw � �/ � l , PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) - r ToYU INCHES C I U E HALL HE USED. THE TAPES R N� IMPREONATEU LETTERING S FROM JOINT TO JOINS ALONG THE LENGTH OF TIIE PIPE. RECLAIMED `RATER-MAIN5 WITH ID IillELUTIQN NAPE HT3 t I Y11'EJ12E.C1.IlFJ.�.ATL4N.. � IRE LAIMED WATLR) . CITY OF SANFORD '1999 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. «......:..," w.r�Jd.&a� iw�samc��asrn�cwEbls4nsearA� .tts�knkl�.adir�nuavecxuius:..•_ .....-:..._........... ....:.,..:...,...«�. dd '��,fiw'evRm'aN .. ,.. ,... w�wsv>.�aupwu. rxe nssesrrr,+d."u a �ss.,.a. ,5w.w�b{ wa�aawwaarra+�+•w:aawsr ak. 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N _,.._-....._._.. -__.-_�-.......�....uAuarcesi�rwaw•rsick�deetulese�ew.�azcuw..w.a:,«...,......,.......-.....-...............:w,..:,+•w«,..«.w..wu<"..+ctd:waxen.sbaWdbuenieuw,ir,amcpa:J.�uzn._-...__��....-....�_....-.ww+.:�"w.um�kw+mato+JeiiWrew"ws+,�."�:uvaru�madaSVGNmCWr93GkW�Iu�WOG'tYW1341,k6,S8�ii'4169udpA�ri:.du.�v�MhWltu2vr",l+em"�+r _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 _...._......___..—..........,..,w„w..'..�.v+�..+a.tt�v,s.�.uruwuW.t�aa�m:.uzntr:.n�,.s.awigs.uu"wStu'SwrZaw�ur�au4,�rtdss..ix,roauwu+un+r.�kusa��es.rru.racu".umarr�w�ec.cxa.i�uiioau,:c ....•.. .. ..uw<G�,.pauatuxe:•,u7Lk+.fop.�asrxuw..w,a.w:W+r...�«.,�.a,.w4.,....:.:«..:..uu.:a,.utw.n,tu�.:++a.ai..+w+w tu,as esu.J.f.4i"JLlW�1�lSi.Y+Ahw1A�P'.d.a[.L6�$.JY.4' - I : I p i�ewr.«..�...w....eau.,+—..-n.w•�.—.Iry.mw+.n-+r,+..r.ww.�n...•�.r...• -• i' PYC • SLOPE TO TERMINAL DEPTH AT - t A% LIR. ('Iye) POST CAP T OP RAIL - : POSTBARS7CFIER CORNER — fIj I GiLfi'J-C/ N C1`IG1'G Y3'Y.]'U'1'.r GCIGgGUtlGQGGl7 C1UQEIGGGUgGGG IaUU0Q0GC1Uaaa GCJGGUUUGUUGU a 11Ua11UUGaUUa0 Ia a E TfCCONtD 0a a WATER cl a cruv a❑❑ GUan0Unci gUCJU DoUOU[loci 000a a aUaUUGUQUUU G UGGU UU CJ UQGG .LLLLElI1.ELLLA.AJ1 UUgGGUQQQ \a UaGUGa110Q tlUGUGQQGUUQ C1UUU_CJUGGUQCJU GGa !GGG Q111SEWER IUgU a UGU'w'L1'w"U 0UU UGGUgUUGQga❑ �Gr 00DaGGGGG JGaaaUUaU U G G G G G RECLAIMED WATER SEWER UQaa�L GUGGGGGU GGUQUGGULIQ JGGUaGUaaUG QUGQCJUUC7gGC7Q aU0 Gaal aa0 WATEFI UGq GGG w"CfwTTC G G G GCIQUGGGCIQaQ❑ UQGpQUQUUGC aGaaaGaa Q 0 0 U 0 kill POTABLE WATER NOTE; APPLY TWO COATS OF EKl"ERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL YAL.YE BOX COYER I1L1A1U CITY OF SANFORD 1999 FIG, 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE --� SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR— CODED 14 GAUGE INSULATED WIRE (MON-METALLIC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) �P_ ADJUSTABLE CAST IRON VALVE BOX Box SHALL REST (1N BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL. BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: I. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE, PLUG VALVE ANBD_ ILMALL CITY OF SANFORD '1999 FIG. 203 p�9 ALUM. CLIPS - ' 2'-0" MAX. 10'-0" TO CENTER (MAX) _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 SPACING AND PAINTED OSHA SUFI VARWS -• i' PYC • SLOPE TO TERMINAL DEPTH AT - t A% LIR. ('Iye) POST CAP T OP RAIL WYE WITH 04-07 POSTBARS7CFIER CORNER — TERMINAL DEPTH FINISHED GRADE v #9 TIE WIRES - TERMINAL OFJ'IH (sEE(NOTE 1)) (SEE NOTE Y) 12" O.C. o PERWARENT PUI9 (lye) --.FABRIC - 3/g" ROUND :. .— 24" DIA. MIN. v, M):U ' T USS BARS LANE POST I. INVERT Of LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE (SEE NOTE 1) TYPICAL LOCATION Of BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED 2� TURNBUCKLE TENSION WIRE GRADE SND BE 0 INCHES IN DIAMETER AS A MINIMUM. SITE LOCATION AND THE DEVICE TO HE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. _SANITARY SEWER LAT RAL BOLLARD CITY OF SANFORD OUTSIDE WALL > INSIDE WALtCE3 1999 FIG, 116 M -- 3000 PSI CONCRETE 6" MIN,p(SEE J01NT $UFASwROTPER ENCHINO PER SPECIFICATIONS Al; D ( PPPR TO 0" 0 .T— REMOVED) HEINFORCEMENT AND JOINT ---- CC pipBE Q !01rF WRNDETAIL MIH, SQUEEZE-twsOUEEze-ouT fENQUILIAL 3 8" ADJ. TE POST - GATE CORNER TSS RODS - =GATE GARU GATE POST IN. E" MIN. FABRIC APPROVED BY THE 9' 9" ' CITY. -) � ...T. 3000 P.S.I. CENTER STOP -I9 TTAAttLL 2 CONCRETE 12" x 12" x 12"_ 12= 12" P 20' MAX. DL WIJLE SW[NG GATE DETAIL BASE DETAIL NOTESI CITY OF SANFORD I. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE 1999 FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 200A 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. I' S1iAl1.1.J"1t�iS�EhGE DETAIL CITY OF SANFORD 1999 FIG. 304 +-- V U - LOT WYE WITH 1' BMAICI4 UNE 3' UAX. 41r -\ - BEND � REMOY E SEIRYRCE CILW-OUT PILXR IYP) (GEE NOTE s) - ' 6" BLACK STEEL MIN, CONC. FILLED, PRIMED _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 40-63 AND PAINTED OSHA SUFI VARWS -• i' PYC • SLOPE TO TERMINAL DEPTH AT - t A% LIR. ('Iye) YELLOW (2 COATS) 1 WYE WITH 04-07 TERMINAL DEPTH FINISHED GRADE v T_11T�.1Tf - TERMINAL OFJ'IH (sEE(NOTE 1)) (SEE NOTE Y) As REQUIRED FOR SERVICE (3' MIN,) SEWER MAI + DETAILS PERWARENT PUI9 (lye) o :. .— 24" DIA. MIN. LOT M):U ' 3000 PSI CONC. NUTESI LINE I. INVERT Of LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE I TYPICAL LOCATION Of BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED DEVICE "4rr 4' NOTE: SND BE 0 INCHES IN DIAMETER AS A MINIMUM. SITE LOCATION AND THE DEVICE TO HE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. _SANITARY SEWER LAT RAL BOLLARD CITY OF SANFORD OUTSIDE WALL > INSIDE WALtCE3 1999 FIG, 116 +-- V U - LOT WYE WITH 1' BMAICI4 UNE 3' UAX. 41r -\ - BEND � REMOY E SEIRYRCE CILW-OUT PILXR IYP) (GEE NOTE s) CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER UNE IK:LOCKABLE NON SUP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM WIRING FROM FUMP STAGON PRESSURE SWITCH 2' BRONZE BRASS, OR L 2" CAP (MIN) BRASS SHUT OF -____„_ RESIUEI)T BALL VALVE VALVES ANO FIT IsIGS 2' MIN TEE OIL -FILLED ��CAST IRON PRESSURE —r- BRASS DRAIN VALVE VALVE BOX "UGE 2" ROSS 1" MLN VIA PIP BALL CHECK LVE (FULL FW) ---2' BRASS HORIZONTAL 'E FLANGED TEE - GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO COY PUMP STATION FORCE MAIN FULL FLAW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT mu" 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL lYt{{IUer e WpIInNrt Mr WAIN {I1" IYNN Kra" W)" Pulp I CONSTRUCT AND INSTALL/4 NLL STA ' 1/4-�_-......_-_- PUMP ST T ON SIGN IN ACCORD NCE WITH yyyyy SECTION 22.'5.2 Of THE AAA UTILITIES MANUAL 000 0- _ I/C ouw a PRIVATE P.QMP STATION PR SS RE SWITQH AND SIGNAGIE DETAILS CITY OF SANFORD 1999 FIG. 305 MATERIAL SEWER MAIN _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 40-63 SUFI VARWS -• i' PYC • SLOPE TO TERMINAL DEPTH AT - t A% LIR. ('Iye) CONCRETE BASE WYE WITH 04-07 TERMINAL DEPTH 0" BRANCH SERVICE CLEAN -GUT SO' lye. —7PRIH0 UNE - TERMINAL OFJ'IH (sEE(NOTE 1)) (SEE NOTE Y) As REQUIRED FOR SERVICE (3' MIN,) SEWER MAI + DETAILS PERWARENT PUI9 (lye) >uNILl 01-68 IIFRYICE SERVICE LOT M):U ' NUTESI LINE I. INVERT Of LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION TYPICAL LOCATION Of BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED DEVICE "4rr x �LOCATOR SND BE 0 INCHES IN DIAMETER AS A MINIMUM. 0, ELECTRONIC LOCATOR DEVICES SMALL BE PLACED ADJACENT TO THE STUBOUT x SERVICE CLEAN-OUT ELM _SANITARY SEWER LAT RAL (SEE Will 3) CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER UNE IK:LOCKABLE NON SUP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM WIRING FROM FUMP STAGON PRESSURE SWITCH 2' BRONZE BRASS, OR L 2" CAP (MIN) BRASS SHUT OF -____„_ RESIUEI)T BALL VALVE VALVES ANO FIT IsIGS 2' MIN TEE OIL -FILLED ��CAST IRON PRESSURE —r- BRASS DRAIN VALVE VALVE BOX "UGE 2" ROSS 1" MLN VIA PIP BALL CHECK LVE (FULL FW) ---2' BRASS HORIZONTAL 'E FLANGED TEE - GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO COY PUMP STATION FORCE MAIN FULL FLAW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT mu" 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL lYt{{IUer e WpIInNrt Mr WAIN {I1" IYNN Kra" W)" Pulp I CONSTRUCT AND INSTALL/4 NLL STA ' 1/4-�_-......_-_- PUMP ST T ON SIGN IN ACCORD NCE WITH yyyyy SECTION 22.'5.2 Of THE AAA UTILITIES MANUAL 000 0- _ I/C ouw a PRIVATE P.QMP STATION PR SS RE SWITQH AND SIGNAGIE DETAILS CITY OF SANFORD 1999 FIG. 305 MATERIAL TROWEL -FINISHED _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 40-63 CONCRETE BENCHING -• i' PYC • SLOPE TO TERMINAL DEPTH AT - t A% LIR. ('Iye) CONCRETE BASE 04-07 TERMINAL DEPTH WJTAFE S" rYC AS REQUIRED FDR SO' lye. —7PRIH0 UNE SERVICE (S' MRI.) TERMINAL OFJ'IH (sEE(NOTE 1)) As REQUIRED FOR SERVICE (3' MIN,) SEWER MAI + DETAILS >uNILl 01-68 IIFRYICE SERVICE M):U ' NUTESI I. INVERT Of LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE ENO OF EACH SERVICE STUB -OUT. x 4. RESIDENTIAL SERVICES 311ALL BE 4 INCHES k NON-RESIDENTIAL SERVICES SHAD. BE 0 INCHES IN DIAMETER AS A MINIMUM. 0, ELECTRONIC LOCATOR DEVICES SMALL BE PLACED ADJACENT TO THE STUBOUT x FOR EACH SERVICE. (SEE SECTION 43.4 OF THE unLITIES MANUAL). _SANITARY SEWER LAT RAL CITY OF SANFORD 1999 OUTSIDE WALL > INSIDE WALtCE3 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER UNE IK:LOCKABLE NON SUP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM WIRING FROM FUMP STAGON PRESSURE SWITCH 2' BRONZE BRASS, OR L 2" CAP (MIN) BRASS SHUT OF -____„_ RESIUEI)T BALL VALVE VALVES ANO FIT IsIGS 2' MIN TEE OIL -FILLED ��CAST IRON PRESSURE —r- BRASS DRAIN VALVE VALVE BOX "UGE 2" ROSS 1" MLN VIA PIP BALL CHECK LVE (FULL FW) ---2' BRASS HORIZONTAL 'E FLANGED TEE - GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO COY PUMP STATION FORCE MAIN FULL FLAW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT mu" 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL lYt{{IUer e WpIInNrt Mr WAIN {I1" IYNN Kra" W)" Pulp I CONSTRUCT AND INSTALL/4 NLL STA ' 1/4-�_-......_-_- PUMP ST T ON SIGN IN ACCORD NCE WITH yyyyy SECTION 22.'5.2 Of THE AAA UTILITIES MANUAL 000 0- _ I/C ouw a PRIVATE P.QMP STATION PR SS RE SWITQH AND SIGNAGIE DETAILS CITY OF SANFORD 1999 FIG. 305 PRODUCTS AND MATERIALS: A• P1PIi PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND 01763. B. EIIIINST3 FIFHNGS SHALL BE Of THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2464 AND 03036, C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR,TIIE SOLVENT WELD AND CONFORM TO ASTM DE310HATION 02504, INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. � L � II as c.o. TutIIO[TA�1Lrt7NC1 aurQ FIR1N WMOst NIO -- ORA �►tt I#TAII T1p aJxtr) aI� arT VAaw (11CHX E VALVE/Y'c) lIORHIt PIT YAGIRM IOW TYPICAL SERVICE CROSS-SECTION 4' DIA 0" LONG SPOOL PIECE WITH 1/0' — STAINLESs STEEL MESH TRASH OLIARD 90' BEND 90' BEND 4" PVC RISER — -- 4" PVC C.O. THREADED CAP 43' BEND STRUCTURE + 1'ri TEE D.W.V. WYE 4" SCH 40 PVC C.O. 'LYPISAL SERVICE VENT ANO CLEAN-OUT DETAIL, VACUUM $EWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 FORCF VAIN MANNOI F I INFN T111CKNES9 (INCHES) MATERIAL TROWEL -FINISHED _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 40-63 CONCRETE BENCHING CONCRETE BASE 04-07 SEE MANHOLE CONNECTION 430 + DETAILS 01-68 MANHOLE FRAME J COVER (SEE FIGURE 202) SET COVERS FLUSH IN -- ` PAVED AREAS k AT fRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN U14PAVED AREAS. x 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) x FF OUTSIDE WALL > INSIDE WALtCE3 61LiiNltl2UjES1 LWAT PER SPECIFICATIONS 4'-•Q" NOTE s) 6" MIN,p(SEE J01NT $UFASwROTPER ENCHINO PER SPECIFICATIONS Al; D ( PPPR TO REMOVED) HEINFORCEMENT AND JOINT CC pipBE Q !01rF WRNDETAIL MIH, SQUEEZE-twsOUEEze-ouT TO BE DESIGNED BY THE ENGINEER 00M IN. E" MIN. APPROVED BY THE 9' 9" ' CITY. -) � ...T. B -I9 TTAAttLL BEDDING ROCK 2' MIN. CAGE P CAS[_AIO,IjOUjJ�(C_•__ _.•._�Cj.�'LL��_L CONCRETE BASE TYPICAL MANHOLE BASE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A• P1PIi PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND 01763. B. EIIIINST3 FIFHNGS SHALL BE Of THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2464 AND 03036, C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR,TIIE SOLVENT WELD AND CONFORM TO ASTM DE310HATION 02504, INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION 10 THE VACUUM SEWER SYSTEM. � L � II as c.o. TutIIO[TA�1Lrt7NC1 aurQ FIR1N WMOst NIO -- ORA �►tt I#TAII T1p aJxtr) aI� arT VAaw (11CHX E VALVE/Y'c) lIORHIt PIT YAGIRM IOW TYPICAL SERVICE CROSS-SECTION 4' DIA 0" LONG SPOOL PIECE WITH 1/0' — STAINLESs STEEL MESH TRASH OLIARD 90' BEND 90' BEND 4" PVC RISER — -- 4" PVC C.O. THREADED CAP 43' BEND STRUCTURE + 1'ri TEE D.W.V. WYE 4" SCH 40 PVC C.O. 'LYPISAL SERVICE VENT ANO CLEAN-OUT DETAIL, VACUUM $EWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 FORCF VAIN MANNOI F I INFN T111CKNES9 (INCHES) MATERIAL MANUFACTURER _ DIAMETER HEIGHT (FEET) INCHES -j.- Ll 13-2021-2520-33 40-63 04-07 a -------------- Btl-00 01-68 NOTESt 1• MANHOLE SHOWN IS FOR SEWER 31ZE 0' THRU 24'. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE DIE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS, 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH UENCH WALL SHALL DE A MINIMUM Of 10 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER, 0. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN WERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANhQLL.-L_E.TAlL CITY OF SANFORD 1999 FIG. 200E 6-1 4" 4-9/10' —�•- -^DI— NIBCO 3" DWV 90'� STREET ELL 16 FF COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG, 206 TEE PRECAST WAALLoLe INFLUENT SEWER I-� (SEE NOTE 3) I —CONCRETE ENCASEMENT NP AE HENT 1 1 _,,.. ,.,y -_• INLET CONNECTION maUROP PIPE AS REQUIRED, +• (SEC NOTE 1) 9O' BEND STA14DARO DROP DETAIL •{ PRECAST j ~ MAHHOLE t' WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PIPE A14U LAROER MA�HQLE �., •'.' WALL. STAINLESS STEEL --_m PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP ' T '' • RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NGTE3f 1. DROP PIPE AND F1rnNG3 5HAU. BE OF EQUAL SIZE AND MATERIAL AS THE RIFLUEFTr SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTIO14 DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LAR'JER.. 5. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE COKHECTION DETAILS CITY OF SANFORD 1999 77FIG. 201 MAHDARD AIRVACPACKAGF CITY OF SANFORD 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE'S "SEWER AIR RE'rAcr "nD "STnDIJ WATCD" AS APPLICABLE ALL COVERS USF "A5" OR EQUAL. PLAN "CITY OF SANF0 FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. \--MANHOLE FRAME: USF "227" INLET FRAME; USF "1295" OR EQUAL, ELEVATION 5-TANDAR.D MANHOLE FRAME AND COVE; CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE Ij CHAIN LINK FE CE ry PER SECTION 22,3.10 NTLI ANTENNA AND 40.8 OF Tj1E '— MANUAL (SEE FIGURE 304) 5' * IRRIGATION SYSTEM (7YP) rsa0tat A CONTROL PANEL 3/4" IRRIQATION \ METER - 1" WATER SERVICE 3 10' WIDE -- HOSE 0100 W/BFP DEVICE w y CONCRETE 4 7C j! R/W 5' (MIN.)— 5' SIUEWAU( 2- 0' SYNOOATE BACK F CURB STREET LIGH" 3/4" POTABLE WATER METER C/L — PUBLIC R/W RECLAIMED WATER MAIN THIS DIMENSION %I" Be EQUAL TO THE DEPTH OF THE W - -L wEf wcu- NQTES; DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (0) INCH THICK, SOW P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERUROUNU CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SMALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FUR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 0. ENGINEER SHALL PROVIDE A SCALED (1' - 20' WIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 0. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. f_lJj1P STATION TYPLQAL___ LI'[E�PLA1A CITY OF SANFORD 1999 FIG. 300 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. CITY OF SANFORD UTILITY STANDARD DETAILS JDAT" 1999 1 APPROVED M. CRUMPTON PEC D ET00 i a -------------- x x x u � t N "I v 0 w r, ou m Z MAHDARD AIRVACPACKAGF CITY OF SANFORD 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE'S "SEWER AIR RE'rAcr "nD "STnDIJ WATCD" AS APPLICABLE ALL COVERS USF "A5" OR EQUAL. PLAN "CITY OF SANF0 FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. \--MANHOLE FRAME: USF "227" INLET FRAME; USF "1295" OR EQUAL, ELEVATION 5-TANDAR.D MANHOLE FRAME AND COVE; CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE Ij CHAIN LINK FE CE ry PER SECTION 22,3.10 NTLI ANTENNA AND 40.8 OF Tj1E '— MANUAL (SEE FIGURE 304) 5' * IRRIGATION SYSTEM (7YP) rsa0tat A CONTROL PANEL 3/4" IRRIQATION \ METER - 1" WATER SERVICE 3 10' WIDE -- HOSE 0100 W/BFP DEVICE w y CONCRETE 4 7C j! R/W 5' (MIN.)— 5' SIUEWAU( 2- 0' SYNOOATE BACK F CURB STREET LIGH" 3/4" POTABLE WATER METER C/L — PUBLIC R/W RECLAIMED WATER MAIN THIS DIMENSION %I" Be EQUAL TO THE DEPTH OF THE W - -L wEf wcu- NQTES; DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (0) INCH THICK, SOW P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERUROUNU CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SMALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FUR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 0. ENGINEER SHALL PROVIDE A SCALED (1' - 20' WIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 0. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. f_lJj1P STATION TYPLQAL___ LI'[E�PLA1A CITY OF SANFORD 1999 FIG. 300 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. CITY OF SANFORD UTILITY STANDARD DETAILS JDAT" 1999 1 APPROVED M. CRUMPTON PEC D ET00 i 'CE�stxi/'�ra�'s'13�,a:iclr15kE5a� Jbi.�.€` A 1 la Sx ss�tu+�•.�d�ir`k"es`.Ae* ilii. " * SEE FIGURE 115 VALVE PAD IN SET TOP OF VALUE BOX COVER ( ) COVER (SEE FIGURE 115) UNPAVED AREAS TO FINISHED GRADE (SEE FIGURE 107) CONCRETE PAD E FINISHED GRADE -\ 114 (SEENFIGURE 107)PAVED 9 FINISHED GRADE �1 r BACKFILL . 14 GAUGE COLOR CODED ADJUSTABLE CAST IRON SPLICE BACK INSULATED LOCATE WIRE VALVE BOX INTO MAIN y SEE NOTE 2 - I LOCATE WIRE - BUTTERFLY BOX SHALL REST ON VALVE ADJUSTABLE CAST RESILIENT SEAT - BEDDING ROCK NOT ti - IRON VALVE BOX ��'^�4 CIT ON VALVE OR PIPE --- " M. J. GATE VALVE SHALL 09 WATER -� CENTERED ON MAIN--_ OPERATING NUT w,. CONTINUOUS COLOR CODED 14 GAUOE INSULATED COPPER 6 BEDDINU ROCK UNDISTURBED ROCK LOCATING WIRE EAR'I li NOTES: NOTES, 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND 2. THE ACTUATING MUT FUR DEEPER VALVES SHALL BE EXTENDED LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL 1'0 WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS 3, CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL.. f2_AjL..._YALYF AND BOX DET 1111 UUI'IERE[.Y VAI"VE AND BOXDETAIL, CITY OF SANFORD 1999 CITY OF SANFORD 1 J99 FIG. 4'01 BALL VALVE FOR 2 INCHES ANO BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) -N iHAcADED, NIPPLE (ISP,) __jLQEL FINAL GRADE 21LTS�I1 AN❑ BELQ�( A%5EMFILY DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CiTY r-- DIELECTRIC UNION (1 REQUIRED) 90' BEUD (2 REQUIRED) SLOPE WWI T�U gERyICE ^ NarEs, I. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. AU. PIPE AND FITTINOS TWO (2 INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AHO LARGER SHALL BE RESTRAINEU JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY --FLANGED. (FIGURE $008). 4. VALVES $HiALL BE CHAINED CLOSED.(FIGURE 5000) 5. ALL FIRE LINES SHALL BE AI APPROVED BY THE FIRE DEPT. (FIGURE 5008). b. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES ACID BLACK FOR ALL OTHER USES. 7. A GATE VALVE STLALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE DOOR) kU11LL__(�1_IFCK QR ' REDUCEla_PRE5URE ZONE DCTECTQR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTESI 1. A tomp°rury Juniper ounnoollon Is required of all ocnnaatlons between exleiin0 ovltve walw mains and proposed new water main Imps tnonts. 2. Tha dotal) ubuvo la to Ise ural for fllling Grey new water main of Grey slEa from uleRn99 aotiw wat+r mulna and for flwhing of nrw mains up lo 8 INCHES R4 DIAMETER (2.3 FP3rnlnlmum VeloaRy) and fur pulling bavtarlologloal oamplea Isom any naw water main o1 any else. Tha Jumper ovnnwtlon shall ba molntalned until atter filling, flushing, ItaNng cosi dkeln}ovHon of This new main hoe boon suaoasaiully oomPPlisted and olwronoe for use from the Florida Department of EnWonmonlul ProTta an (FbEP) and 'other parifnanT agmnalaa Now boon rraelvmd. Tha Jumper oannaallon shall else be used fa mulnluln a minirnum pproraurr of ?U psi M tM new nlnlnr nfbr dl*Infnollvn and until the FbEP oloarunoa kites li obtained odoquate. Thrust bloaklny and/or reslrnlnto shall be r used fur uonnoatln iha now 1 s to the v.Td*d *rn sur oa ulrod. PI cosi flllln Ir 1 11 req p ixkting plpepahall bs (a] "I prI raI InrI IlaHon In acaordan°a wlih AWWA Go 1991 edition, The topping sleeve and the exterior of the main to be topped WILL be dlsinfeotad by spraying or swabbing per sad lw II of AWWA 0881-92 3, flushk>g of 10 Inbar In diameter and larger wutar malno may W dote through the 04 -In Valor unrlor very oonfrullad oondtilons. The following pruooduror shall be followedl A. Th+ 114 -In Yatve* *hull be aparalla and pre*sura tealod In the pre**nee of the utility ooroparry and *nginser to verify •water tightnwv prior to do -In. VaNea whloh ora not wulsr tight shall be roplaood with a new vola Inotallod Immedlakly adJouant to the leaking voNs, IL The lair; rary ump*I _nooutlon shall be oon■Irualod as dolaltad. The Jumper oonne°tlon shofp br uwd to NII the now water main arid for providing water for boa- larktoglool rampung of the now main us required by the MEP parmR. * Flushing eha8 not be oNanped during pauk demand hours of iha oAlating wot%r mains. * All downaheom valves In the ryvtorn muat be open prior to oponing the Nle -In valve, * Prvyida for and monitor it" ppreseur• In the Re -In point. The prssAuro In the "doting main must not drop below 3'3 pal. * the Ne -In vuh^s shall W opened a few turns only, ensuring 'a pressure drop "rose the valor 14 gruatar than 10 psi C. The Ha-kf wtys ehotl be looked closed by the ultllty oompany until flushing begins. D. The tla-In valve shall be oponod only for flushing of the new main. The proavdure Shull be dhvalsd. Lry Iho alllfy, company and ubsoryed by The anglnswr. E. After flushing, ihs do -In rate• 4W1 be Waved and looked In the Glued position by the uiiirfy aornpurry. 4. the oontru°tor rhoR prw Mie dooumentution domanotrut ng that the doubts ohtak backflow prowntton dwloe hoe been tested and Is In good working order at the Time of Installation. 5. Exao i at requlred to flush [into of qrsalor than 8 Inches In dlarnolor, The tie --In Valve sha11 remain oio"4 and *hall be lu°ktd In the gloved p°olhon by the utility company. Ths na-In valva shall rvmaln looked Mooed until the now system has been olearod for use by FDEP and all other Parltnant agonolaa. 8. Upon r000lpt of olearmus for use from FDEP and all olhtr perito•nl agonolos, the oontraclor shall rvrnays the temporary jumper oonnooHon. The oorporatlon slope aro to be allowed and plugged with 2 Inch ti ase plugs. 7. MI In°tollatlon and mnlnlonartaa of the temporary Jumper oonneotlon and usvoolated "oktlow prevanNan devloo, fiffings, valve, vin. shall be the rorponolhlllty, of the oantroator. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5048 DOUBLE CHECK OR I"Ts of UTUTTY LAMAGIT REDUCED PRESSURE ZONE OPERATING APPROVED BY THE CITY O.S. k Y. RESILIENT SEAT GATE VALVE. NUT (2 REQUIRED) TEST COCK (TYP.) AIIIIA111 HOSE NOZZLE RODS ON D.I.P. RISER (TYP) AS REQ'D. ba- VLxI.. 24" SQUARE AND e" THICK REIN- 9O" BEND PUMPER NOZZLE 4" CONCRETE SLAB FORCED CONCRETE ) FACING STREET SHEAR PAD. (SEE (Tett wits 6-10) _^ WiTH NO. 4 x 8 NOTE 2) RECLAAMEV1.SLY VALVE PAD W10 x W10 I r y (SEE FIGURE 107) 2 -• /4 AT 9"-- 1 0 0 WIRE UESH SLOPE O.C. ALL A."E►ALT AC 9EalAM Try s IO' Is' AROUND a r U11I1XV1 ticivVEEN PTFE -- --- �I AM DONG9:TC lx,ta COMPACTED it RLWIRED) 1/2 PREFORMED JOINT BACKFILL M J HYDRANT 38" MIN. COVER E AND CONCRETE ANCHORING TEE SEE NOTE 3 -� F� 00' BEND (2 REQ.) T S ERVICA DOUBLE CHECK OR I"Ts of UTUTTY LAMAGIT REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. k Y. RESILIENT SEAT GATE VALVE. K9AKX WAILK (2 REQUIRED) TEST COCK (TYP.) AIIIIA111 - RODS ON D.I.P. RISER (TYP) FLANGED VLxI.. lexsz. MT. 9O" BEND It T[ �, 4" CONCRETE SLAB (2 REQ.) ) MEnTI k 1191"1" EA WAl[R (Tett wits 6-10) _^ WiTH NO. 4 x 8 I RECLAAMEV1.SLY Il" SPOOL MCK W10 x W10 I r - _ DOUIN_E MCN 09 REDUCED WAnx 1 0 0 WIRE UESH SLOPE FLARM i To Trim" --- A."E►ALT AC 9EalAM Try "TARY IO' Is' SLOPE 1/Y r"1004" jos" U11I1XV1 ticivVEEN PTFE -- --- �I AM DONG9:TC lx,ta it RLWIRED) 1/2 PREFORMED JOINT rWgm "NO MATERIAL BETWEEN 38" MIN. COVER E AND CONCRETE ^ �C SII F� 00' BEND (2 REQ.) T S ERVICA THRUST COLLAR ROUGED TO THRUST COLLAR ROBBED TO 90Y BEND OR AS REQUIRED 87 BENU OR RESTRAINED BY THE CITY PACK TO VALVE AS lltRlul( Co" IN Itoo"Ll To REQUIREU BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) TOY III( GTY BALL VALVE W OLHa 09 TOTALLY 110" MIN I (2 REQUIRED) - ^_ _ N Dix CITY SHALL By THE CONTRACTOR. LL BL s _ 1. ALL PIPE AND fillIW1 THREE (7) IdCHE6 AM EAWER SMALL DC MFCIYL 1 1 MOW ORADC MOTs 3'0" MIN ;!. TIWEI' (f)) "1 M 11 ANO ARIBVE NIALL RE ALVA OROUNg 04 A33. N"1411=0 WITIN BYPASS. 4. VALVES SHALL K CHAINED 01.040. CONCRETE SLAB REM ME44M •AOQVE (iRGUND DEVICE. WITH 210" MIN DETECTOR BYPA-55- ZONE DETECTOR ASSEMBLY DOUBLE CHECK OR REDUQED PRESSURE 1. TI# ENTIRE ASSEMBLY MALL BE PANnED SAFETY RW FON FIRE CITY OF SANFORD 1999 FIG. 500B 9 y .14 * ffi 1 IMQALJiLlaDFNTIALRECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999::1 FIG. 505 4" BEUDINO ROCK--/ 04 PIPE ---/ MECHANICAL JOINT RE51WENT SEAT PATE WITH RESiRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES; 1. FIRE HYDRANT SHALL UE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2, THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 8 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2543. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. B. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILATIES MANUAL. fIRE HYDRANT ASSEMBLY DETAIL, CITY OF SANFORD 1999 FIG. 402 .a �Fvb9i/1i4�'*' ................_..........."..«r4106W'nh r .:x ._' ,..,..,wrA,".»Yt»..•�,...�._t:.,��'�'�'ASSIJYkFt4lY0�.c'.1Yd.iwlw".n`.-....... ....-�....-...nee.,. WNw1L"u'W'tEV(..�tl�i �rt� At i�, .. is ��,. ,..: .. '. A-uut�/4Gyi:4�Y..�.1(5.k,�t''iY1,�W�'u3v5Fi41$,is:dS�iiltiJk3.�.�rE°.Y�'*Arllt'.xCY FINISHED GRADE 2" GATE VALVE - 2" 80' BEND RESTRAINED JOINT DUCTILE IRON WATER MAIN , Ams or WAY IAK I"Ts of UTUTTY LAMAGIT PROPOSED CONCN[TC AAII MAIN UtILITY K9AKX WAILK P-0,10 [a HIT 9101111 SLWIX AIIIIA111 (i KQutrOm) iRxaL. vcar. Hoath. VERT. tiogmu. VLxI.. lexsz. MT. YNaARf.Y/ It T[ �, - - I'0' YIN. Tb MEnTI k 1191"1" EA WAl[R (Tett wits 6-10) _^ RECLAAMEV1.SLY Il" SPOOL MCK - - 0 11 I r - _ DOUIN_E MCN 09 REDUCED WAnx 1 0 0 PIrcsSIAIL lot* wiEcum ' FLARM i To Trim" --- A."E►ALT AC 9EalAM Try "TARY IO' Is' THE MY 1/Y r"1004" jos" U11I1XV1 ticivVEEN PTFE -- --- - 0.i E' Y. IIUL"T SLAT VALVLs AM DONG9:TC lx,ta it RLWIRED) rWgm "NO R00r ON D-I.P. AMU 4" L04utEIL " WITH la. Sao. Wine Win N`YAx. MON[ MLrN nwarLa osAa 9lAPE -- VALVE � _so• uT BLxa (E REouRIED1 N SLAv)U --^ lltRlul( Co" IN Itoo"Ll To W WA) 04 RESTICOU ADllntAxL rWL lD VALVE As REW111C0 I1OK&I n.WA - n"Ar CMW MUD To TOY III( GTY RQ Ift, W OLHa 09 TOTALLY AL71Me110 AS REQUItio 1. ALL MFE AND IMRIQS, .Alto APPi1Kr[NANCLa N Dix CITY SHALL By THE CONTRACTOR. LL BL s _ 1. ALL PIPE AND fillIW1 THREE (7) IdCHE6 AM EAWER SMALL DC MFCIYL 1 1 MOW ORADC MOTs RESTRAINED MNI MM SHALL IME FACTORY-FL0011). ;!. TIWEI' (f)) "1 M 11 ANO ARIBVE NIALL RE ALVA OROUNg 04 A33. N"1411=0 WITIN BYPASS. 4. VALVES SHALL K CHAINED 01.040. s. THE ABOVE wimu BYPAu LSOE imiALL TIE I= fail (IRE FLAW REM ME44M S. ALL TIRE LINES 1111 BL A WNUAM Of UGHT (r) uNctE1 DR As APPROVED BY THE FIRE WT. 1. TI# ENTIRE ASSEMBLY MALL BE PANnED SAFETY RW FON FIRE PROTECITON Out ANu BLACK FON ALL onIEH Crus. 4. A GAIL VALVE MULL BE INIIALLW AT nu ASSLIABI.YS CONNECTION POINT TO THE LWN. 4. DUAL DOWErnc-TRK I`WW WAslrx WILN1 SHALL CIE nix COWMXMo TYPE . 10. DOMESTIC WATER WASTER METER? N'Al BE LIFHER COMP"IT OR ,NINE TURBINE TYPE AS UEfERUNED FROM THE PROPOSED USAGE W ACCONUlk.•E WITH Ail"M 'o" of nit ummiLs MANUAL kUAL. DDMLUtQ-.F1 E/FLOW DOMESTIC WATER MAKER METER ASSEHOLY CITY OF SANFORD 1999 FIG. 501 ap 0 a * * s TYPICAL. COMMERCIAL BEQLAIMEDD WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 FIG. 506 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) �e 2" 90' BEND TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. LH QWOEF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 DOUBLE ANGLE LATS (TSP.) SERVICE (TSP.) SERYICE (TYP.) PROPERTY LINE (TYP.) WA ER MARL - (a" MINIMUM) 4 CLEANOUT �rJ (TYP) 4" WATER REDUCER MAIN (MIN,) M A* FIRE FITTINGS AS A33EMOLY REQUIRED (TYP,) (SEE NOTE 1) RIGHT OF WAY LINE SEPARATE TER - � '- CURD BOXES --WATER MAIN SIDEWALK ('fYfQ RIGHT OF WAY UNE NOTES: 1. ANCHORING TYPE 00' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAI1r CITY OF SANFORD 1999 FIG, 404 SCHEDULE 40 GALVANIZED - PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND WU UNION UNION TO BE FLUSH WITH FINISHED GRADE. _ SHUT OFF VALVE - 12" TO 30" ABOVE CURBI OWE -j 4" TO B" FINISHED it GRADE METER CURB STOP SERVICE UNE - APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES •» CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE W --- - DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES, 1. A POSITIVE UIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE A140 IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO [LASE MATERIALS. FINISH WiTH TWO COATS Of PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED_ PRESSURE ZONE ASSEMBLY CITY OF SANFORD7T 1999 FIG, 502 DISINFECTION Bolure bol%y placed In sorvloe, oil new water mains shall be chlorinated In accordance with the spoolficufIona below and the prouedurev outline In AWWA 0-851 Stundurd Prooedure for Disinfecting Water Mulnsa. All provisions of the Florida Department of Environmental Pruteutlon permit shall be oomplied with. WATER SYSTEM TESTING:, Hyydrastatlo tasting shall be performed of 150 paundo per square Inuh pressure, unless ul10 1*4 approved by this City, for a period of not less than two (2) hours. Tostlng shall be In aaaordana• with the apPIlcable rovldons as ret forth In Section 1 ,AWWA Standard 0800 for duclUbls Iron pips and AWWA Manual Number M-23 for PVC pipe. The (vaflnq prcaedun Shull Include the oonNnued uppllcufl0 of The opoulfled pressure to ihs test syatom, far the two hour porlod, by way of a pump taking sup Iy from a oontuln•r sutum. {or moosyring warps lou. Tha out of loss shall be datermine� by mAufluring the vollume Isplaavd from salt ountulnor. Sim The teat tall, nsoaasury repo. shun be Sao rnpllsh�d y the qo lr,,olQr and ih} tut re outed until within the ovl blll�Fwd I1mils. The oanl'raotor eha� lurnlah ih• necessary labor, wui#r pumps, gaug•a and all atfter fl*me required to conduot the mqulred water dlstribullon system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED - PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE 1L REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND LID UHIGH -� UNION TO BE FLUSH E FINISHED ORALE.. SHUT OFF VALVE 12" TO 30, ABOVE CURB 4" TO 8" GRADE FINISHE GRADE L METER CURB STOP -+ SERVICE LINE CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION $HALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FiNISH WITH TWO COATS OF BLACK EXTERIOR EHAWEL. 122MESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE - ZONE ASSEMUL.Y CITY OF SANFORD 1999 FIG. 503 SIEHERAL_HLITE3: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIHED IN F.D.E.P. RULES Of THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES, 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED i3Y F.A.C. 17--810. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED, CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE Of PIPE. 4. ACCEPTABLE VARIANCES, k WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEASr ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED, B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CRQ35IH05, USE ONE FULL LENGTH Of DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT Of CROSSING, SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. SLI11aLIY._.MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 CONPV llbll NuNii W11H WOOq-- C0190 IIGtI=Y-WILAwi 9TOF 'Mit.) PAWED COLOR AE we (la DIN.) flLlld�y 4. Willi Lai LAT IOIAi- (9 11/4") CURB STOP Cu9a STS° 2 EA U (sEL NOTE a _ a L :7T t 4 rI�rTJT1Y IUINNO DNE MET" (I" MIN.) (I" LGN.) PNtx'ERIY LuIE SIFK/LE MEIfR nox MSF INDIVIDUAL METER BOXLs A WATER Will—" 4P 10 1' WATER NEILRS UP To 1" (8Y city of wf0AU) (VY CITY or 1ANroltu) .;iuiW1_1ER=E JJ4iJJILJ~ SEJiYU E CONTINUOUS COLOR COUEU 14 GAUGE CORPORATION STOP - INSULATED COPPER --DOUBLE CHECK iTTIRU LOCATINO WIRE VALVE NORMALLY OPEN) �{ LOCAfINO WIRE ALONG f� MAIN {O WAIN WIRESERGE WIRE TfO ►RAIN W)RE WITH WATERPROOF CONNECTOR) 31Y - 45' YOKE BAN _ -- _ _ METER GWWA CURB STOP �� C TFIREAg3 PRrLE WATER III TYPE OROs POLYETHYLENE SADDLE TUDINQ (I" WIN) NOTESI I. ALL FITTINGS SHALT. BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONVECTIONS. 2. NO SERYICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP($) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WiTH A 2" x 2' x 18" STAKE WiTH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTI POLYETHYLENE TUBING. 3. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATEQE� RYICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 DOUBLE CHECK BACKFLOW 2"METER - PREYENTER ASSEMBLY SC:H. 40 GALVANIZED PIPE AMU FITTINGS PRESSURE OAUGE - PROVIDE TEMPORARY SUPPORTS AS REQUIRED, r,,��i 3 OSEBI 12" TO 30" /a H BB ABOVE /VACUUM BREAKER 2" SCHU. 80 PVC. - a GRADE -" 2" SCHD, 80 Pvc PRESSURE GAUGE UQUBLE STRAP SADDLE - I 2" CORP. STOP 2" OOkP. STOP EXISTING a e NEW WATER LINE WATER LINE FLOW - Z TIE-IN VALVE MUST BE CLOSED AND REMAIN LACKED. CITY TO PROVIDE LOCKING MECIW4ISM, VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. i TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A 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. HORIZONTAL AI VERTICAL SEPARATION REQUIREMENTS PROPOSED rJ,1�i UtILITY K9AKX WAILK FSCLAMI) WATLr (aeANTT a ry 9101111 SLWIX AIIIIA111 OF iRxaL. vcar. Hoath. VERT. tiogmu. VLxI.. lexsz. MT. YNaARf.Y/ PAIE - - o' • C Ir to' IN 10' 111" EA WAl[R RECLAAMEV1.SLY 0/0 r C - - 0 11 I r - _ OENLxAL NOIEh 101 4 WAnx 1 0 0 ' "TARY IO' Is' °• O O Is- s[Wrx - - -- --- - SIEHERAL_HLITE3: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIHED IN F.D.E.P. RULES Of THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES, 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED i3Y F.A.C. 17--810. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED, CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE Of PIPE. 4. ACCEPTABLE VARIANCES, k WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEASr ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED, B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CRQ35IH05, USE ONE FULL LENGTH Of DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT Of CROSSING, SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. SLI11aLIY._.MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 CONPV llbll NuNii W11H WOOq-- C0190 IIGtI=Y-WILAwi 9TOF 'Mit.) PAWED COLOR AE we (la DIN.) flLlld�y 4. Willi Lai LAT IOIAi- (9 11/4") CURB STOP Cu9a STS° 2 EA U (sEL NOTE a _ a L :7T t 4 rI�rTJT1Y IUINNO DNE MET" (I" MIN.) (I" LGN.) PNtx'ERIY LuIE SIFK/LE MEIfR nox MSF INDIVIDUAL METER BOXLs A WATER Will—" 4P 10 1' WATER NEILRS UP To 1" (8Y city of wf0AU) (VY CITY or 1ANroltu) .;iuiW1_1ER=E JJ4iJJILJ~ SEJiYU E CONTINUOUS COLOR COUEU 14 GAUGE CORPORATION STOP - INSULATED COPPER --DOUBLE CHECK iTTIRU LOCATINO WIRE VALVE NORMALLY OPEN) �{ LOCAfINO WIRE ALONG f� MAIN {O WAIN WIRESERGE WIRE TfO ►RAIN W)RE WITH WATERPROOF CONNECTOR) 31Y - 45' YOKE BAN _ -- _ _ METER GWWA CURB STOP �� C TFIREAg3 PRrLE WATER III TYPE OROs POLYETHYLENE SADDLE TUDINQ (I" WIN) NOTESI I. ALL FITTINGS SHALT. BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONVECTIONS. 2. NO SERYICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP($) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WiTH A 2" x 2' x 18" STAKE WiTH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTI POLYETHYLENE TUBING. 3. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATEQE� RYICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 DOUBLE CHECK BACKFLOW 2"METER - PREYENTER ASSEMBLY SC:H. 40 GALVANIZED PIPE AMU FITTINGS PRESSURE OAUGE - PROVIDE TEMPORARY SUPPORTS AS REQUIRED, r,,��i 3 OSEBI 12" TO 30" /a H BB ABOVE /VACUUM BREAKER 2" SCHU. 80 PVC. - a GRADE -" 2" SCHD, 80 Pvc PRESSURE GAUGE UQUBLE STRAP SADDLE - I 2" CORP. STOP 2" OOkP. STOP EXISTING a e NEW WATER LINE WATER LINE FLOW - Z TIE-IN VALVE MUST BE CLOSED AND REMAIN LACKED. CITY TO PROVIDE LOCKING MECIW4ISM, VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. i TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A 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. 1 a 1 L• , CITY OF SANFORD UTILITY STANDARD DETAILS DN' 1999 Me CRUMPTON PE T00 1 a 1 L• , DOOR 5Hr=DULr= 0 TYPE LOCATION A 3068 HOLLOW CORE WOOD INTERIOR 5 3068 METAL INTERIOR G 3068 mF,rAL EXTERIOR D 12'X VOVERkIFAID METAL INTERIOR, F 12'X 12' OVERHEAD I-IFT41- INTERIOR 121X 14' OVERHEAD METAL EXTERIOR G 20'X14' OVERHEAD METAL EXTERIOR H 306a METAL I1ALP-1_1GkT ExTF-Riop, 1 3065 METAL FUl L-LI61-1TINTERIOR NOTE: MEZZANINE ENGINEERING PROVIDED 5Y METAL 51,111 -DING COMPANY NOTE, 5TAI R ENGINEERING PROVIDED BY ADVANCED 5TAIF, AND FAIL MEZZANINE DETAL PRAWN BYj 5TEVE CANTERIBURY CONCEPTS, INC. 511 CENTRAL FARK [DRIVE 5ANFORp, FLORIJDA 32111 (401) 330-3238 7P PLATE 4" NTL, STUDS 24" O/G 1/2" DR)'WALL EA. SIDE 5OTT. PLATr: 4" CONC-: 5LAF, W/ roX& 10-10 w,w,.r1C INTERIOR PARTITION TOP PLATE TOP FLATF METAL STUDS 24" O/C. USE 20 GTAUGE OVER ko' 9 -iii 5/5" DR'I'WALL BOTH SIDES BOTT, PLATE 4" CONC. SLAE3 W1 &x& 10-10,WwI-1. INTERIOR QPIFIGrE WARE"OUSIEz FAF�TITIQN NOTE5, V DOOR BECUREP WITH 5ArETY BARS NOTE: MFEZZANINE ENGINEERING; FROVIDEF-) E3Y METAL E3UILDING COMPANY NOTA: STAIR NEIN RING .g pR0VjF-)F:-D 5Y ADVANCED STAIR AND RAll-. t'-IEZZANINE P -F --1,-4L I JANUARY 2-5,2001 2 4 2 PIRAUN 15Y; 5'MVE CANTER5URY CONCEPTS, INC. 511 CENTRAL PARK DRIVE 5ANFORD, FLORIDA 32111 (401) 330-3238 C 2" YEN T CONNECT TO f--15TING VENT 1211 LAV. URINAL 1. r:Lr:r,TRlCAL 6CHEPUI-E DEe,r—RIPTICN rrEm REMARKS �LouFREscENT 11 X 81 FLalfRF,ajGENT LICaIIT T ?'X 4' DUSK TO DAWN LIGHT 2' X 2' RECF--55 INCANDESCENT LIGHT 60 WATT BLDG. LIGHT DUAL SPOT Fr'IFRGF=NC,"r LIGHT EXIT Lic-,H,r EXHAUST FAN TO EXT. BLDG. [DUPLEX OUTLET 120 VOLTS SPECIAL OUTLET 120 VOLTS SINGLE OUTLET 230 VOLTS WALL SWITCH (I-WAY) WALL SWITCH (3 -WAY) 3 S.P.D.T. TELEPHONE U.L. ARRESTOR EX15TINCi 400 AMP 9 PH 3-400 AMP 815F-5 ///--"IF:U) 200 AlFl 3 PH FzXl5TIN(f-; (D00 AMF- 3F-0 tIETF-R CAN 4-250 MCM ALUM WIRE—` 2-1/21, PVC uNQFRc;ROur'Ir') ro Nr=W e5l-QG. '—Wiri-I mcm ALUM, 1-2 GROUND WIRE. 1-02 GR WIF-r--� NEW 225 AHP j PH 42 CRT PANEL. NOTE.- CONNECT TO EXISTING EL-EC-rF,.,lC/,-\L SERVICE -PLAN E L 41 � IV TITI.F- 15L004 FLOOR PLAN 6t4EF=T NO. 3 F-XISTIM4 F!pvlLb(t,--)4 UVER5AL MAF 201 T PAR< DRIVE JOB No. 1, 11,11vl;R8At-MAf:l'ELr= �- - - -- - - �. ... :: .. ,. .... ,,: , A.. , ,. ,.. .� ,, .:. .' ._, - -. .. ..:., ,,` e 1 >�' 'h.. rs,u�wlx.�a„aull.5�ii�fAmi:�,,.9.h+a»lrrfw.l�w�rJrtvtiata,"�t�i,�ttsWau��sws+v...�,�,..�.u...u„..,Y,...N„..�,.�.w:«�w...r•«w.a�,ow;w.wew.rwxrxweaoxdr++wa,..,>„«.rou,,..��,,.«,.�.....,.,.,^r... .,• ..___,_.r .. .. ... .�..,......,. moi..,,.. aa,.��.vcu+..�uay.Ye:'Y"-.-••.•AMGPJJ4tCL:�'lSWdi=�+,�s.aSh';t'rltl.'X40111D31WYLSS'a�YtYltWl2rVtiGYP./J1iAit1:YL�'�s.v.$aNif4:5s,Iri,maludJCxF6iW4]aR+SuYas•&E.P16�LS$±61YA9�114w;':iN�SK&11,1:1iiW'"��j:511'dlW:t:d,G i11'' Wt_ , e..:-".'��.aVaCW1Y4�L'IWtY.1,'6�b'SfvAWa„etar:+iwvw.rr:........._..__......................._-. _ _'awti9�44iIdkY6�lb45w�r6MwN�waww_..�.._..._. .. ._. .... . ._. •..W:.s.w�:- ......::.... . ............ ...:.......w.-n,..a„.....,..e'.:V1.Ae.iu.„.„saacrai+I.(1r:Y0...v-:_....:..:,: ..,.on..o- mvww a NOTE6f Now- MIDPOINT i i t 6. 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'_-_'____-_I�3'-6' _ _ Oc 0 15 > I ' 111 I I ' I I I � f I I i I I I @ -- s oc OA A OA I I I i 1 I I I a : I / X \ I \ I % I I I ; C \,\ // � \ r � � [LI I I .. . ....... ....... , I I I oc OC ' I I I r I I i I I I I}+ I I , 1 I ' I � 1 r � !_ E03 E03 1 / `v 4 f I 6x6 10-10 W.WH. I 6X6 10-10 W.WT9. 6X(. 10-10 W.W.M. --------------- ------------------- ---------- --------------------- X11 a 4 r_r - r . 4 -I-1 I -I I I_ ,. e . . I I I_I i I -I I I_I 1� } ..�'' • �Y �. .4 . " . • I_If�.��61 _-- V�SG2lICCh1 ' 4--11IJI I LI I Ivl 1=1TI= ��6 _ _ (I-1 I 1=1 1=1 I I- Ly ... -MIDPOINT=rl I I 1=1 I I q 4 a, .. E., ' ,, I I ISI 11=1 I I =1 I I, 15Q .. �: a YIg��N _ A� vlaaU�eN 1= I I I_ -I I I -I I I:-_=1 1-I I I 11- III=1 I ISI I II I I _I_ L ✓rJ L-1 I I`I I I _III -1 I I_I I I _I.�I_ 1 �- - 4 -*be, EACH WAY " 5 - 1S t3AR5 FAOH WAY I 5 056 EACH WAY I 311 MIN. GOvF-R � l3" MIN. COVER �. - 311 MIN, GOVER �•� t,_-__-�I SII-_ _�I COMPAGTEP 2500') 1 COMPACTED 2500 4 -� COMPACTED 2500 P.15F. FILL {'.SF. FU_ P.BF. FILL. u TYPIGAI INTERIOR C:QL, FOOTINCG TYPE 11A11 TYPICAL MAIN FRAME FOOTING TYPE "!B" TYPICAL MAIN FRAME �OOTIL� TYF'� 11CII SCALE: FzEV1610N5, DRAWN 5Ys 5TEVE TITLE BLOC I NOVEMBER 38, 20W 11 2 C', . 3/32 3 511 CENTRAL PARK DRIVE 4 SANFORD, FLORIDA 32-1-11 (401) 330-3238 6 6 GENEF�AL NOTES I. ALL. CONCRETE SHALL HAVE A MINIMUM COMPRE551VE 5TRFN64TH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER -1.0 CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 P5F. 3. ALL FOOTING -45 SHALL 5F PLACED ON WELL COMPACTFD 504- MINItIUM 95% OF MODIFIED PROCTOR,. SOIL COME --'ACTION SHALL ESE VERIFIED 5r A LIGI✓NSED GFOTECHNICAL ENc,INEFR. 4, CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATF5T EDITION OF ACI 301 CHAPTER 3, METHOD I OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 Or- THE FTHE I_ATF_5T Epi -TION OF AGI 315, 5. ALL REINFORCING 5TE=_-L SHALL BE NEW DOt-IE5TIG DE=FORMED BILLET STEEL CONFORMING TO ASTM A-615 6 -RADE f�O, 6, WELDED WIRE FABRIC SHALL CONFORI.1 TO ASTM -185, WU,JF 51-1ALL BE LAPPED AT LEAST 811 AND cONTAN AT LEAST ONE CROSS WIRE WITHIrI THE 5" 1. ALL CONCRETE WORK SHALL E3E IN ACCORDANCE WITH 11TH1, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETV ACI 315 LATEST EDITION, AND 115PECIFICATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 311 FOR CONCRETE CAST AGAINST T'HE EARTH, AND 2" FOR ALL OTHER CASES (UNLFS5 NOTED OTHERWISE). 9. PROVIDE 411 THICK CONCRETE SLAB WITH 6 X (a 10/10 WILK ON CLEAN COMPACTED FILL. TFRIMITF T'REAT'ED, E34RRIFR 5ENFATI-1 FLOOR SHALL E3F 6-MII_, VIEOUFFN. 10. PROVIDF STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREA5, PROVIDE WOOD TROWEL FINISI-I FOR ALL EXTERIOR 51-AE3 AREA5. II, PROVIDE; Iia" WIDE X I" DEEP TYPICAL 5AJ-cUT coNTROL JOINTS AT LOCATIONS SHOILN ON PLANS WITHIN 12 HOURS OF 12. PROVIDE FILLED CELLS WITH ONE CONTINUOU51N0. 5 VERT, REBAR FROM THE FOOTING STEEL TO BOND BE4M ABOVE, MAX. SPACING AT 5'-0" O.C, AND ON 50 -FH SIDES OF OPENINCt5, MINIMUM 25" LAP SPLICE (5EF FLOOR PLAN5 FOR LOCATIONS), 13. Al -t- MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH AGI 530/95 AND ACI 530.1-95. I 14. THE CONTRACTOR IS TO VFRIFY ALL EXISTING CONDITIONS IN TWE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES, 15, STRUCTURAL STEEL SHALL CONFORJ`1 TO TNr A15C 115PEGIF- ICATIONS FOR DESIGN, FABRIGATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDIHG5", LATE5T FDI riON. I6. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVI5ED CODE OF THE AMERICAN WELDING bOGIETY, AJ5 DI,I, 1-I. ANCHOR E300'5 SHALL CONFORM TO AS'fl 1-30-1. 18. STRUCTURAL STEEL 5HAPE5, PLATES, ETC, SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-36, UNLE55 NOTED OTHF_RW15E. 19, DIMF•N51UNS SHOWN ON THE CONSTRUCTION,DRAWINGc5 SHALL TAKE PRECEDENCE OVER ALL SCALED DII 1EH5IONS. 6X6 10-10 W.WI-i. r'r1- °a 11 I I I-111_111._ 1 1=-111=1 I I EI I G-:1 I V15OUEEN ..�I 1 I- I I -III -I I .':� 1 III -I I -I 1=�1 I I_ 2 °5o CONT. •,�-,,,,_I�J tL-,�j 3" MIN. COVER COMPACTED 2500 P.SF. FILL TYIPICAL 11 11 I 1 e,viEET No. 2 :.. .... .., m..: r � .v y;a c. aM C '.nSf :w�.1rr _ 1 � w« 3 1. i ,. `kod i„ -'.... �'s a .,.�, kb � FM S'a6yaY:a.�1$k.�i" $3 �{ad, l a Nr aF: iia�.cF.nW i d .'�.f�:d'»:5'k� N31.44�GwGen '�.4e a°!�b�,�.�itJ�e �siYtYh'CMiY�4+Mkt.vaa.wllYY.+Y�dh � __ �:'FtiYa�Laud � ......_,..i..-- Yl�awCi.'F i�. pk�L �4lf1YM1�` i5L k��l$ Idk zN ki.,vc�L+�d _ i_.aS..iY � .�.....0 kuv!'L��6'L:MAS°r•W'a'..�,-_�.._�,........_.....�.....,.........+..._u:w,:waW.:lmkfYLL.fltPaW . � - i F . 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I h - i , F _��._._— _�____.._...�_____--.tbA�_. ._..,.�.._. � MIDPOINT IIIIIIII�I -- FT l L1 1I L 1, �w NOTEBi NORTH -'z -T. -ow Mlrjfoolqr I XN/1 f! /,i / /� //j //�/fir jr �%. 1, L VIEW .o /Xl��?;/ MIDPOINT a. -v- Mlt:)foOtNT 51-0 1.0 E,45T ELEVATION NORTH ELEVATION I NORT" E�FVATIQN -1 e<,'ALEs 3/32 " MIDPOINT MIDPOINT I JANUARY 3, 2001 2 MARCH 2, 2001 3 4 6 L-6 DRALLN BY: OTEVE C;ANll%P=MKT 511 CENTRAL PARK Di'4flVE TITLE E51—CM FOUNDATION PLAN (31-IEFT NO. E5 w UNIVERUL MAP 201 Tr=CW DRIVE WEST NOTEbs I' 'T f I - L -1, 1" :L i I1 Ll L'. Ll- LILL-] 111 L1 -[1L1 F T T t F T L I r L' I L T E -L-1 -I I I i . I.. t I L r L I f Er -i i , T, -L F I T I NORTH MA00INT M000INT Mioloow MIC)IDOINT me Wr= 5T r: \/,4T I n- SQUT4 r=Lr::V,4-tl0N 5OUTO ELFEVATION 3/3211 M01=0INT MIPISO IIS T I JANUARY 3, 2001 2 MAF?f--H 2,2MI 4 PRALLN 15Yj eTrzvr= =Ilq:PJM I Lo(.o"Cw=r I CPo Ila m 511 CENTRAL PARK DRIVE 5ANr-GRD, FLORIDA 32`1711 (401) 330-3230 GUTTER 5' 31 331� r oll W FAVIE PURI -11,1 "T, pu!:RLIN 51 01C lizil GIRTB 51 01C I -ITL. 51DF:U)A\LL MAIN FRAME E31' OTHER5 (5EE FOUN17)ATIGN PLAN 61-IEET 1*1) ELt=VATlub 's TITLF 15LGCXG FOUNDATION PLAN UNIVERZAL MAP 0 F 201 TECH DRIVE MIDPOINT , E/ MIDPOINT MIDPOINT a. J W-ALEs 3/32" WVISION88 JANUARY 0, 2001 2 3 1 4 5 PRAWN 15ys MIDPOINT STEVE C.AWEP0UW =NCE11M.. M. 511 CENTRAL PARK DRIVE SANFORD, FLORIDA 32111 (401) 330-3238 TITLE 5LOCK FLOOR PLAN ELECTRIC AL 5CHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT 2' X 4' 2'X 2'IRECE55 FLOURESCENT LIGHT DUSK TO DAWN LIGHT INCANDESCENT LIGHT 60 WATT BLDG. LIGHT DUAL 6POT EMERGENCY LIGHT EXIT LIGHT EXIT EXHAUST FAN TO EXT, BLDG. DUPLEX OUTLET 120 VOLT5 SPECIAL OUTLET 120 VOLTS SINGLE OUTLET 230 VOLTS WALL SWITCH (I-WAY) 5.P.5.T. WALL SWITCH (3—WAY) TELEPHONE NEW UNIVERSAL MAIDS 201 TECH DRIVE UMBINCs PLAN SWEET NO. I -I OF JOB, 201UNIVER5ALELE2 G MIDPOINT I I I I I I I I I I / / 1 i 1 1 1 1 `v m r MIDPOINT — 3b'-611 31.011 b1_01, 121_0u__.,._.__ '1 1 1 1 1 —-------------------------- -------------------- 1 , I 1 I , — ---- � I I.I_ ----------....--.._.. I! 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT I 11 I 'f EXIT EXHAU5T FAN II I i I 1 I IJJ I 1 III / 230 VOLTS II - I 1 I � S.P.D.T. TELEPHONE y 1 I 1 I 1 11I I I 11I I b I i I JOB: 201UNIVERBALELIE I I I It 1 / , 11 I `\ II 1 I / 11 1 lLi 1 I ( 1 I 1 i II i 1 I i I 1 �I I I / / 1 i 1 1 1 1 `v m r MIDPOINT \ I / 1 I '1 1 1 1 1 1 1 ; INCANDESCENT LIGHT 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT I 11 c! I EXIT EXHAU5T FAN 3 1\i IJJ I 1 III / 230 VOLTS ! I 1 I 3 S.P.D.T. TELEPHONE L -w MIDPOINT ---------- - -------------- I \ I / 1 I '1 1 1 1 1 1 1 ; INCANDESCENT LIGHT 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT I 11 c! I EXIT EXHAU5T FAN 3 1\i IJJ I 1 III / 230 VOLTS 1 I 1 / 3 S.P.D.T. TELEPHONE \ / 1 I 1 11I I I \ I b 12'-011 7'-011 12'-0'1 13'-0 31.011 201.01, r ; ------------------------------------------------------ ' 1\ ------ ------ 1 I I / 1 FLOURESCENT LIGHT O _ I' X 81 FLOURE5CENT LIGHT I 2' X_4 2' X 2' RECE55 ][ I INCANDESCENT LIGHT 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT I 11 c! I I I fllTR707ITo l unlit: -) TING BUILDING LINE TH15 END OPEN WIDE TO JOIN EXI5TING BULDING EXISTING BUILDING LINEir I I I I I I I Il lunnitnlruunitnvnnnnl:. -� 4" TO SEWER 3" VJA Jll 7" V.T.R. Jll I BUILDING LINE E L E C T R I C A L 5 C H E D U L E DESCRIPTION \ / 1 FLOURESCENT LIGHT O _ I' X 81 FLOURE5CENT LIGHT I 2' X_4 2' X 2' RECE55 I I 1 / \ 1 INCANDESCENT LIGHT 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT I I fllTR707ITo l unlit: -) TING BUILDING LINE TH15 END OPEN WIDE TO JOIN EXI5TING BULDING EXISTING BUILDING LINEir I I I I I I I Il lunnitnlruunitnvnnnnl:. -� 4" TO SEWER 3" VJA Jll 7" V.T.R. Jll I BUILDING LINE E L E C T R I C A L 5 C H E D U L E DESCRIPTION ITEM REMARK5 FLOURESCENT LIGHT O _ I' X 81 FLOURE5CENT LIGHT I 2' X_4 2' X 2' RECE55 DUSK TO DAWN LIGHT New INCANDESCENT LIGHT 60 WATT D0.4L SPOT -- TO EXT, BLDG. 120 VOLTS 120 VPLT5 BLDG. LIGHT ♦ EMERGENCY LIGHT .r EXIT LIGHT EXIT EXHAU5T FAN 3 DUPLEX OUTLET SPECIAL OUTLET 3ANFORD, FLORIDA 32111 SINGLE OUTLET 230 VOLTS WALL SWITCt4 (I-WAY) -� WALL SWITCH (3 -WAY) 3 S.P.D.T. TELEPHONE �T U.L. ARRESTOR EX16TING 600 AMP 3PH METER CAN Ari AMP y M4 .,nen N1iW 2" AMP 3 P41 2-1/2" I ,'r LNDFRr4Rclm TO NEW DI.DG. WITH 4-2.'-,D riC.M Awl, 1-2 C.RouD WIRC. AMP D PFI .ANtI NOTE: CONNECT TO EXISTING ELECTRICAL SERVICE ELECTlRIG Rlog MBING PLAN NOTES: 6CALEt REV181ON82 DRAU,N BY: STEVE TITLE BLOC.Kt FLOOR PLAN SHEET NO. 8 I JANUARY Ib, 2001 New 8 3/32 " 2 5CoWT11 CENNTTRAAL PGA DRIVE Na UNIVERSAL MAPS � 3 3ANFORD, FLORIDA 32111 V I`► 1r� 201 TECH ORI E 4 (401) 330-3238 � 8 6 b JOB: 201UNIVERBALELIE � \ e«« � \ f� \� J y: ƒ� j\\ 4� j2\ \� ƒ/ \� � / � / � \ %" 4 ?: � « )� . i� } � \ R i 1 4 i ANA0 10" HAIR oANF©RD BUILDINU BE6t, PLANS ARE RCVICWEU AND CONDITIONAkLY p ACCIkWfVtj pOR PETiMI T. A PERMIT ISSUED SHALL BErq CON �"F3UED —TO FSE A LICENSE TO PROCEED WITH THE Wt)NK AND NOT AS AUT a CANt-tL, ALTER, r SET HORI'TY TO VIOLATE, JR SET ASIDE ANY OF THE PER PROVISIONS OF TI-th= fiE(.HNICAL, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE EJtJILDING 0E'PT FROM TFIcL@t=Af;TEF2 REQUIRING A G'OFtREG- ION OF ERF26M�j ON THE PLANS, CONSTRUCTION OR OTHER VIbLA'rjoIVS OF THE CODES. UNDERGROUND DESIGN NOTES: 1. ALL MATERIAL AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA 24 AND LOCAL CODES. 2. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH NFPA 24, AND LOCAL CODES. 3. ALL PIPING TO HAVE A 36" MINIMUM DEPTH OF BURY FROM TOP OF PIPE. 4. ALL PIPING TO BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE WITH NFPA 24 AND LOCAL CODES. EXISTING 8' CITY MAIN ES EXISTING 8' CITY MAIN yI MR 10111 111111 MINE MEN MIND 11111111 MEN MIND MEN � MINE MEN 111111 or — 111111 11111111 1111111 111111 MMM 111111 1111111 1111111 1111111 111111 111111 111111 1111111 sms MINE 111111 MEN MIND MINE 111111 MMM 1111 EXISTING 6' AWWA VA. 1 1 1 1 1 ql �1 ul 1 -TECH DRIVE - 1 z1 �1 �1 1 _ 1 � 1 1 POINT OF SERVICE (P.O.S.) 6' x 8' M.J, INCREASER BY 'TA DELTA'S POINT OF CONNECTION UG1 Q u NEW 8' BACKFLOW PREVENTER BY DELTA 4' x A' x 3' F.D.C. -PARKING LOT - -PARKING LOT- FLOW TEST DATA STATIC 55 P.S.I. RESIDUAL, 45 P.S.I. FLOW, 975 G.P.M. DATE, 3-22-01 TIME, 11030 A.M. LOCATION, TECH DRIVE BY, DELTA FIRE SPRINKLERS INC. -PARKING LOT- WATERFLOW SWITCH BACKFLOW PREVENTER DETAIL N.T.S. PRESSURE GAUGE WAREHOUSE FIN, FLR. A � a M.J. 90' ELL EXTERIOR WALL SLEEVE JH I o. FIN. GRADE CLASS 350 D.I. TO 5'-0 BEYOND BLDG. TTATT%rinonnTTlkTn T TP A n TKT nT-,IrP A TT URELIABLE 41 1 /2" 155' ELIABLE F1FR/FCHROME PEND. SEMI-RECESSWEST - FIRE SPRINKLER PIPING PLAN -o- SCALE 3/32" = 1'-0 GLOBE VA. B.F. VALVE WITH T.S. FLG 2' MAIN Di RAIN RISER DETAIL N. T.S. DJ" �DQ>. S2�'Y N)ate: �-- 12 HD CABINET EAST KEY PLAN N.T.S. C�' C-�' 0 \ Q WEST FIRE SPRINKLER PIPING PLAN z 0 U J 0 Q W Q O z w On- CL �. � Q W w Cl H 00 a cu A I O z CONTRACT B C0115 DRAWN , ADAM CHECKED RP DATE : 3-28-01 TOTAL A/S f 485 SCALE 1 AS NOTED FP - 1 DRAWING NO. e r B TO SYSTEM #1 TO SYSTEM ##2 +�; �C (2) 8' OS&Y GATE VALVES WITH TAMPERS � d�, L9 lFF (WIRING BY OTHERS) 0 0 o 0 8' FLG 90' ELL 8' FEBCO 8' CLASS 350 DUCTILE BACKFLOW PREVENTER 8' CLASS 350 DUCTILE (BY DELTA) FIN. GRADE M 10' ELECT. BELL 8' M.J. 90' ELL o o 8' TO BLDG _ _ 6' FROM SUPPLY WATERFLOW SWITCH BACKFLOW PREVENTER DETAIL N.T.S. PRESSURE GAUGE WAREHOUSE FIN, FLR. A � a M.J. 90' ELL EXTERIOR WALL SLEEVE JH I o. FIN. GRADE CLASS 350 D.I. TO 5'-0 BEYOND BLDG. TTATT%rinonnTTlkTn T TP A n TKT nT-,IrP A TT URELIABLE 41 1 /2" 155' ELIABLE F1FR/FCHROME PEND. SEMI-RECESSWEST - FIRE SPRINKLER PIPING PLAN -o- SCALE 3/32" = 1'-0 GLOBE VA. B.F. VALVE WITH T.S. FLG 2' MAIN Di RAIN RISER DETAIL N. T.S. DJ" �DQ>. S2�'Y N)ate: �-- 12 HD CABINET EAST KEY PLAN N.T.S. C�' C-�' 0 \ Q WEST FIRE SPRINKLER PIPING PLAN z 0 U J 0 Q W Q O z w On- CL �. � Q W w Cl H 00 a cu A I O z CONTRACT B C0115 DRAWN , ADAM CHECKED RP DATE : 3-28-01 TOTAL A/S f 485 SCALE 1 AS NOTED FP - 1 DRAWING NO. HANGER #1 HANGER -#2 3AR JOIST STEEL PURLIN T. B, C, (2) NUTS ZINC ATR ZINC ATR OVERHEAD DESIGN NOTES: 1. DESIGN CRITERIA:.(A) WAREHOUSE AREA TO BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM HYDRAULICALLY DESIGNED TO PROVIDE .24 GPM/SQ. FT. FOR ALL, INCLUDING THE REMOTE 2000 SQ. FT. UTILIZING 286 DEGREE BRASS UPRIGHT HEADS NOT TO EXCEED 100 SQ. FT. PER SPRINKLER. DESIGN CRITERIA TO BE IN ACCORDANCE WITH NFPA 231 FOR BULK STORAGE TO 20 FEET HIGH. (B) OFFICE AREA TO BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM HYRAULICALLY DESIGNED TO PROVIDE .10 GPM/SQ. FT. FOR ALL, INCLUDING THE REMOTE 900 SQ, FT. UTILIZING 155 DEGREE QUICK RESPONSE CHROME PENDENT HEADS NOT TO EXCEED 225 SQ. FT. DESIGN CRITERIA TO BE IN ACCORDANCE WITH NFPA 13 FOR A LIGHT HAZARD OCCUPANCY. 2. ALL MATERIAL AND WORK SHALL BE U.L. LISTED AND INSTALLED IN ACCORD- ANCE WITH NFPA 13, MANUFACTURERS DATA, AND LOCAL CODES. 3. , ALL ROLL GROOVED PIPING SIZES 2-1/2" THRU 4" TO BE SCH. 7 BLACK STEEL. ALL 6" PIPING TO BE ROLL GROOVED SCH. 10 BLACK STEEL. ALL THREADED PIPING SIZES 1" THRU 2" TO BE SCH. 40 BLACK STEEL. 4. ALL PIPE LENGTHS ARE CENTER TO CENTER UNLESS NOTED OTHERWISE, 5. ALL PIPE TO BE HUNG WITH U.L. LISTED HANGERS PROPERLY SPACED IN ACCORDANCE WITH NFPA 13. 6. ALL SYSTEMS TO BE. HYDROSTATICALLY TESTED AT 200 P. S. 1. FOR (2) HOURS BEFORE FINAL ACCEPTANCE. NEW WAREHOUSE EXIST WAREHOUSE T.O.S. 28'-0' - EXTERIOR BLOCK WALL 12' 1/2' �! BUILDING SECTION N. T. S. 2V UP/DN EXIST. I NEW MEZZANINE PLAN 3/32- V-0" Hydraulically Designed System Location D.A. #1 No. of Sprinklers 20 Density .24 I 2000 System Demand At HANGER #1 HANGER -#2 3AR JOIST STEEL PURLIN T. B, C, (2) NUTS ZINC ATR ZINC ATR OVERHEAD DESIGN NOTES: 1. DESIGN CRITERIA:.(A) WAREHOUSE AREA TO BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM HYDRAULICALLY DESIGNED TO PROVIDE .24 GPM/SQ. FT. FOR ALL, INCLUDING THE REMOTE 2000 SQ. FT. UTILIZING 286 DEGREE BRASS UPRIGHT HEADS NOT TO EXCEED 100 SQ. FT. PER SPRINKLER. DESIGN CRITERIA TO BE IN ACCORDANCE WITH NFPA 231 FOR BULK STORAGE TO 20 FEET HIGH. (B) OFFICE AREA TO BE PROTECTED THROUGHOUT BY A WET PIPE SPRINKLER SYSTEM HYRAULICALLY DESIGNED TO PROVIDE .10 GPM/SQ. FT. FOR ALL, INCLUDING THE REMOTE 900 SQ, FT. UTILIZING 155 DEGREE QUICK RESPONSE CHROME PENDENT HEADS NOT TO EXCEED 225 SQ. FT. DESIGN CRITERIA TO BE IN ACCORDANCE WITH NFPA 13 FOR A LIGHT HAZARD OCCUPANCY. 2. ALL MATERIAL AND WORK SHALL BE U.L. LISTED AND INSTALLED IN ACCORD- ANCE WITH NFPA 13, MANUFACTURERS DATA, AND LOCAL CODES. 3. , ALL ROLL GROOVED PIPING SIZES 2-1/2" THRU 4" TO BE SCH. 7 BLACK STEEL. ALL 6" PIPING TO BE ROLL GROOVED SCH. 10 BLACK STEEL. ALL THREADED PIPING SIZES 1" THRU 2" TO BE SCH. 40 BLACK STEEL. 4. ALL PIPE LENGTHS ARE CENTER TO CENTER UNLESS NOTED OTHERWISE, 5. ALL PIPE TO BE HUNG WITH U.L. LISTED HANGERS PROPERLY SPACED IN ACCORDANCE WITH NFPA 13. 6. ALL SYSTEMS TO BE. HYDROSTATICALLY TESTED AT 200 P. S. 1. FOR (2) HOURS BEFORE FINAL ACCEPTANCE. NEW WAREHOUSE EXIST WAREHOUSE T.O.S. 28'-0' - EXTERIOR BLOCK WALL 12' 1/2' �! BUILDING SECTION N. T. S. 2V UP/DN EXIST. I NEW MEZZANINE PLAN 3/32- V-0" Hydraulically Designed System Location D.A. #1 No. of Sprinklers 20 Density .24 Design Area Size 2000 System Demand At Base of Riser GPM Discharge 587 Residual PSI 26 ,,C4/ 4vuu EAST - FIRE SPRINKLER PIPING PLAN SCALE 3/32" = V-0 444 41 286' 155' RELIABLE G W ELIABLE F1FR UPR BRASS CHROME PEN NONE SEMI—RECES r� Z r W r� W O � [--� 19 w O o w co C� E- W a w Q4 o a � V 1 �C/I � D W o w EAST FIRE SPRINKLER PIPING PLAN W A Z 4 H CL w ¢ A Z Q a: a ¢ v� a LAJ0 ¢ N A i M 0 Z r, CONTRACT # C0115 DRAWN ADAM CHECKED RP DATE 3-28-01 TOTAL A/S 1 485 SCALE 1 AS NOTED FP= 21.1 DRAWING N0, 1 . 1 ly 'ON REQUIRED J•Lvrl•S OFP7 ��y THESE f Pt�a �qq�-`4V T !c4o`Q : MD C�:P,iri'lON.4LLY accEPT� 37 CONSTR♦1S. �'-R�1!TiV,=7 :ALL BE THE LICENSE TO J hJORi; r 1 )-CEFD :'V!-, H NQ NO Ta CANCELAS AL;T.,,C, ?{, =>LATE• 4`TE' OR SET PROVr- ,:. .4c10E 1SSUANC _ - ^ Ni4M! V�IL7�' DEPT�T?'VvtN 1=v6 . LDNG ER 4T� TION OF = cC�(J!:ti:\IC .a Cr :. OR L 1 Ht PLANS. ar OTH= CONS !E COD: