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HomeMy WebLinkAbout2445 W Airport Blvd 99-3635 Plans New constructionCITY OF SANFORD BUILDING DEPARTMENT SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT �r 1. Two (2) complete sets of plans and drawings to scale and to include; a. Site plan approved by Planning & Zoning and City Commission b. Boundary and building location survey C. Foundation plan d. Floor plan 1. Room or space identification 2. Indicate room dimensions 3. Specify door and window dimensions and types ❑ NX 4. Indicate tenant separation and fire resistant walls. Complete UL design noted. e. Four (4) or more elevations including finish floor(s) elevations, f. Structure details -signed and sealed by engineer ❑Wr g. Architectural drawings signed and sealed by architect ❑ 9A h. Electrical drawings -signed and sealed by engineer, if over 600 amps ❑ M4- i. Mechanical drawings -signed and sealed when 15 tons or more and/or $5,000.00 Nr j. Plumbing drawings -signed and sealed, shall comply to Florida Handicap Code. od/ 2. Plans shall show: �+ 6Y a. Square Footage q� b. Type of construction V C;pl' c. Occupancy classification (group) --- d. Occupant load IV e. Sprinklers, standpipes and alarm systems tom' f. Fire protection requirements & NFPA requirements g. Life safety Code 101 o N4 3. Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by architect or engineer. ❑ Nq 4. Arbor permit when trees are to be removed from property. Contact the City Engineer for details regarding the Arbor Ordinance and permit. �^ 5. Soil analysis may be included on site plan or foundation e— 6. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. iy/ 7. Utility Letters Required Inspections During and Upon Completion of Construction 1. Footer 2. Underground electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintels -tie beams -columns -cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant separation/firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final, and plumbing final 14. Building final 15. Other DATE SIGNATURIJ (By Owner or Authorized Agent) CITY OF SANFORD INSPECTIONS DIVISION COMMERCIAL REVIEW COMMENTS NEW CONSTRUCTION PROJECT: AJAIKSBI&6.41S 00e. ouS�e_ DATE: 4Vy, lI1g41 ADDRESS: �h15 �,� /3/rd SANFORD, FL CONTRACTOR:7uk'Et CoN!>4.4 .IA/G LICH C'9C ©0F:� s ADDRESS: 35-3S- MJ 17-�C% PHONE 8i94-I� REVIEW COMMENTS: 1. Finish floor elevation shall be 16 inches above center line of established street or a min. of 8' above grade when property has no paved street. City Sections 6-7. 2. Strip footers shall be continuous with 245 rebars ford -story buildings, 2-story buildings shall have 345 in rebars footers, and #5 dowel at each corner. Size of footers shall be 8" x 16" min. for a 1-story and 10" x 20" for a 2 story. 3. Mono footer/slab combination shall be 20" deep and 16" wide with 45 degree angle into 4" slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4" slab. Reinforcement shall be as in strip rooter all laps a min. of 25 inches. 4• Masonry construction shall have a min. of 145 rebar in lintel course or tie beams. Vertical down rods shall be 45 rebar with 24" bend tied to lintel rebar and min. of 25" lap at each dowel and tied. 5• Means of egress shall comply to Chapter 10, 1997 S.B.C. j� 6. Means of egress and illuminations shall comply to section 1016.1, 1016.2, and 1016.3 (Exit Signs) 1997 S.B.C. /V 7. All corridors shall be a minimum of 44", Table 1004, 1997, S.B.0 L< 8• All restrooms shall comply to 1997, H.C.F.S. 553, Part 5, 9 Interior f1wishe3 shall comply to Chapter 8, Table 803.3, 1997, S.B.C. X10. All electrical wiring service and futures shall comply to 1996 N.E.C. and Notice L amendments. 11. All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 Florida Accessibility Code "` .. 12• All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997 Florida Enegry Code, 13. Firewalls or tenant separations shall comply to Sec. 413.3 & Table 704.1 & 704.1.4, 1997 S.B.C. All rated wall pentrations shall be sleeved and fire caulked. 14. Stairs shall comply to Section 1006,1007,1007.1.2,1007.3,1007.4,1007.5,1007.5.3,1007.6, 1007.7,1607.8,1008.6, & 1015, 1997 S.B.C. 15. Shall comply to 1994 N.F.P.A. -1. 16. Shall comply to Life Safety Code 101,1994. 17. Final grading inspection needs to be done after final grade but prior to final landscaping. .. 18. w2M'e1,,41 Slc/!Al� Z�010f ,E.✓q/eve %,t• Reviewed By: T . .3 P., O ` z L-o �HUU55 �� n���n�ln �PLI ��ll UuVl1U U�D0NMAThn"IAUS-_�')' I .J open L Sim / A i Gates to slide open manually on wheels. R chain and padlock will be used to secure. �S �Rl �Q`32 i // I +. P.P. ��� , / F. HYhRANT IST.I I NC fE: CONUEY ROOF R.O.WGUTTM TOND DOWNSPOUTS N POND I I --G&-KRDEMY RUE. ( SANFORD AUTO SALUAGE) (SEE SHT 2/2 FOR GRASS SWALE SECTS l 4 F. HYDRANT (EXIST) IXIST•-6' WD.-FENC - - - - - - - - - - - - - - - - ' 641' (WAS 655") T� 144' SETBACK P.P. J EXIST. 6' WD• FENCE S �3 . r - - - - - - - - - - - - - - - - - I--31 3z � � .. � � I CLEAR AREA FOR SIGHT DISTANCE AS PER / I 32 I I RAISED DRADJFIELD - (2) 3' FORCE MAIN I I HAT. GREEN BOOK. 10 TO REMTN S------------------- - 18' MAX. 146 45 1114 13 I --------- -- - --- ----------------- BLDG.HT. 24,0' �' I VEHICLE TYPE: WB-60 = 65' (PER III-2 l 32.5 24.0' II / _ _ -�L 10' MIN, SEP ARATION I 0'0 �'� WB CLASS VEHICLES BETWEEN DRflINFIELDS �1-- I I I W=111" (65' UL.+10' S.B.+3f)' T.LI / 32 137.91' h � S = 35 MPH QJSE 40 MPH) �1 -o CU Q) Q z - 1 C CO v > i_ 0- rn C CXD CTI QJ RD UJ rm 0 o vi N q CM CCU irn br BENC K: __ _ `` � SIGHT DISTANCE = 760" PER III-10 � � / ,R. = EL. 32.60 � y / I R R om- I P.P. �i Izap ? 4`1•11nxli iag D( 33 _ HIGH WATER ' - - 21 4' R 6 10' X10' GONC. FFL.=34.2 -- - - - - -2929--COIL. PAD FOR -- FOR HOPPER I YP. 0 EL. 131.55 AUG.(IN DETENTION POND AREA ) 30 J (2) SCRAP WOOD CONTAINERS=--33.76 900 GAL I ��' 37 22 5 I I - D� _ - .i r 33.76 4 H.C. I I 33. ( P Approve # al)iart to: _ gu 1 -L.S.-� 5 S.W.r i as �^ I I I DARK GREY;: SAND 1.i + l 1 n Sur°ts+ter iV11JST n s a11�A fent City orsanfo t ,odes .Land Develo nI nt Re lotions a�xi' - H.C. ` I c i,r l c=st'es a, they atM1gi. . DET. 1 / EL. 130.55 = S.H.W.T. a 12' ( to I 2' CHOSE FOR COMM.' 6+I i 'b$I Illlit: On Site (C it; ,County, sllzWbi 1rJ> POND 1 f / ��, �-- I j 2. + trractor is FtesluM1aJ to abt u ; and mt intatn CH,L. _ I 2' CHASE FOR ELECT. I r P� 1'l�c�'r,Acfl): M1ggl 1 \ 1 pPTi ' 32.5 3 2200 F; L. 57 I 3. r occu fuircy. ;anrvtd ;uildlrly tie lrttl; nt (330 565+)for final illsgectloQ. 30 1 �! � �1 / t � SEPTIC T � z . �r� ,lvr ,+�u.y r cM1�ll Cloy os � �'• 1 DRAIN PIPE AS PER CODES 4' 1 I LIGHT GREY SAND 1 ' IA ,, - 3 __-___ __ __ _ _-_.__. �___Cq- __ ._ (-'TYP.-1 C:O.-� 75�'( MAX, i ' TYP. + ' I ,. x.,,l! z;unsllille 1-gM1�U t3 4170i utifitY , cIouisgr ortoan) hick shall if 1 ) ,(e %< .- / Y B I N ��' 2 5 Building 1 1, . `rove ro�sM1id s :uetueFs ;�61icb si:all it :lode any development 1 31 .I 10' i �� 33.6 I 50 , I �`� WATER RT 30 nrlit i ter li +F W a 'y P 1 1 D 33.3 m l sfr;r scree well�p r+ f PIi' s f I b t develo Ins nt late .gzl shall irz+ slue inv ,Id unles a building unit is obtained vrithilk 33.6 30 29 S� twelve (12) months of i suancc' „, M1n .rrrnn °InCe with thl (MANUAL ON 1 33 . %/ J 32. P/L 7 1 aI#9C interruption sha M1 �� + I I 20 R. `c I BLACK HARDPAN AT 36' - -: „ .�' tl P:y irORlv11'R,�FFIC O1 rf R, )L Dis�V1C S and O'C itoa{iway and "raffic Design 1 Standards. iF RI ITRA Plan o be sob ,rifted to en ns cnn 14 days prior to any street or lane -closures+ 1 I rn ( _32.5_.--- - - - - , _ _�.-- - - -32.5 �I E 10, 24' W E I rnent an Trench S Act, -'--z-�_ --_ ulre sr��eP1 'u. T , afetyf ct. 1 9 gI %/ / g. Contractor shall be res, ansible l r all OSHA req m' 1 v I STOP qAR S,C.S, SOILS TYPE #29 �' CD Surveyor: Kitner Strve ing 1 I Rl c- `'' -� / ` 33 'W gate 8 --CfL-BETI�WE CIR. m - .S.. fJo 3382 I I co w 10 X10' CONC. 33 j = j G l -.I ( 12'W gate 2 30'' STOP SIGN '`' ' , 4 ST. JOHNS 8 EAU GALLIE F.S R. Blau- Kitner P MCID P.O. BOX 823 1 J l FOR HOPP / 3 I 33.3 I 33.3 I S.H.W.T. - 12", PERMEABILITY = 6-20 IN/HR o Sanford. Florida 32772-0823 1 _� I i FIRE SPRINKLER LIFE I HYDRANT 2 W/ DDC Z ASSEMBLY 10' X 8" TAPPING VALVE I 5 (UPPER LAYERS) (407) 322-2000 - - - 33 C � 33.4 / � j 33.45 43,6' DDC-RPZ 50' R ZLn`ng: H L PROPERTY SHOWN: WEST OF AIRPORT BLUD.: IS MI-2: EAST OF BLVD., IS SR-1 I 4 C 0 (MAX l -- - _ - - - _ _ _ _ = 8 S 8.7 - P LAVE �� o ,� 33. ( TYP.) C.O. a 75' I i c- _ I I I DEVELOPER shall construct reclaimed water distribution facilities to the proposed 25 /4- WATER METER W/ 1�l /4' _ w The Z ASSE I SGL. FAMEY) �I= 6 SOIL BORING �- lot and and tract within said development. _ _ ER LINE 8 RP I (RESIDENTIAL development an to each 1 67500 ASSEMBLY 33.4 I I ry , w p�q -a-� �- 4.200 - OFFICE I ZONING = SR-1 �LOCRnON A full automatic irrigation system, utilizing reclaimed water. shall be installed by the - r 0 M DEVELOPER so as to provide total coverage for all landscapin . including hedges, trees, f 32' 9.840 -STORAGE 33 I I I t (� to ch g gg R/R 32.5 I EXIST. 10' WATER MAIN (o L z cv and grassed areas, for the proposed development and each lot and tract, therm. 1 / � ; J3 I (CIfY OF SANFORD l TAKEBACK CALCULATIONS: I 232' SETBACK FROM W )� 0 tZ w ~ -O � � / y I I NORTH �3-C Total Acerage, 9.321flC I 33. Irriggaated Rcerage: 1.86AC / `� 33.5 I 10 LANDSCAPE BUFFER: SCALE; 1 " = 50 QJ Cam-) 4-- a- z Pottable Water Usage 1818 G.P.D. j (2 Reclaimed Water Usage 780+ G.P.D. / I I m I- W/6' H. MASONRY FENCE W/ STOCCO• C � C x z Wastewater Generation 780 G.P.D. r o sl, I -ALSO- D �- OU O O�CL1(� �N n, R/R 1 ' 10' WIDE CITY OF SANFORD EXCLUSIVE CITY -- SERVICE EASEMENT ( WIDTH REDUCED FROM 15' ( TRUSS ASSEMBLY BLDG. RADIO TOWER)SUBJ ECT TO CONSTRUCTION OF C.B. WALL 1 GENERAL NOTES, � / 67,500 S.F. 1.) ALL STM, INLETS F.D.O.T. TYPE 'E' W/ Cl GRATE / 2.) STM. SEWER DESIGN; 1� N 33.4 I J FFL. = 33.5 - 33 B 33 �� INU, OUT INU. IN No. ,. PROPERTY DESCRIPTION \ , ( ZONING MI-2) 33. A - - - - - - I 33 MAX. BLDG. HT. = 35' ( EL. 68.5' J - � - - ---. �i I � RELOCATE EXIST. F. HYDRANT, 246. I A \, I 32.5 33 (TYP. OF 2) PRECAST 2Y PIPE BEND - 24' 4 32.5 A l CONCRETE DISSIPATOR (NO M.H. REC'D) I I R 60 SEE DETAIL SHT. 2/2 A I I - WET CH.L, B DIET. GAT 12 12' LUMBER STOR SF. 270 1 BETF�JNE CIR POND .� 6' (X1RB >�S I r�� C. I� 20' M.B �- 28.55' 1/2 C.Y. CONC. BLOCKING --- D { I P.P. !� � ! 28.55' 22.25 BUT. EL. 22.25 NOTE: NO LITTORAL AREA REQUIRED. I E 22.25 cc C]ISCHRGE STRUCTURE O ---------�� � ` � � UPI , Z r, m �- 40' 21J'` 0 CONC. 0,407. 285 28.66 1 100" 24* 0 CONC, 0.407. 28.5 28.66 1 200' 2L+- 0 CONC. 0.407. 28.5 285 1 184" 2" '0 CONC. 0.40% 28.6629.4 176' 16* 0 CONC. 0,407. 29.4 136' lc " 0 CONC. 0.407. 160' 1 � 0 CONC. 0.40% w ul � �1 rya � �:: � � n 'CITY OF . � �.; Wuorw W O V J p 28.55' 90 SETBACK �n i J I ( SEE DETAILS SHT. 2/2 l ,. A� 0 30 I -- i 3.) ALL CONSTRUCTION .,SHALL CONFORM TO CURRENT F.D.O.T. Q�n7b, 20' MAINTENANCE BERM (GRA l Q SPECIFICATIONS FOr< MATERIALS AND WORKMANSHIP. 0�04 BENChMA : �.�bNEW 6' CHADJ LINK FENCE fTYPJ 50.45' (WAS 664.26' l �`° NEW 6 CHAIN LINK FENCE (TYP.1 4.) A PUBLIC WATER SEA RUICE WILL BE CONNECTED. ��I,/�j Q o w T/ I.R. �, �i I 5J SEPTAGE - BY PRIVATE SEPTIC TANK AND DRAINFIELD, �� w00 = EL 31 BENCHMARK I 1 i z z =- T/ IR = EL 322 6J PROJECT AREA (IN( L, ORIUES) SHALL BE ENCOMPASSED 6>, G w csa Begginrnng at the Northeast corner of Black B. R.F.G. VEGETABLE TRACT, according to the Piet thereof as recor,led m Plat book 7. Page 14, of the Public Records of Seminole County, Florida. run N 89 03' 00' W. 655.00 feet along the North line of said Block B. thence run N 00 , 57' 00' E. 69.43 feet to the Southerltt�� Right-of-waayy line of Albright Road. thence run S 47 46' 00' W. along said Southerly Right -of -Way line 243.55 feet. thence continue along said Right -of -Way � line and a curve concave Southeasterly having a radius of 328.68 feet. a, central angle of 39 19' 41' for an arc length of 225.61 feet, a chord bearing of S 28 06' 15' W, thence run South 307.46 feet, then run S 89 00' 32' E. parallel with the South line of said Block B. 937. 90 feet to the East,Right-of-Way of Airport Boulevard and the East line of said Block B, thence run N 00 0 ' 00' E along said East Right -of Way line 602.23 feet to the Point of Beginning. Containing: 9.321 HC - I I P,P. W/ SILT SCREEN AND/)R HAY BAILS ( DETAILS SHT. 2/2) 7) SEE LANDSCAPE - AND IRRIGATION PLAN ( BY OTHERS). w = rn 31 ( UACANT LOT/ GRASS) 8J SOLID WASTE - C1(Y OF SANFORD, 'FL w „ 9J TYPICAL OF TWO UIRKING LOT POLES W/ (2) LIGHTS EA. CC �, z ENGINEERING PLAN I CLEAR AREA FOR S.D. 10.) ALL PKG. LOT ISLANDS SHALL BE CURBED. w � 3 0 OWNER'S CERTIFICATION I SEE ABOVE l 11.) ALL PKG, SPACES xSHALL HAUE A 6 CARSTOP. (65 EA.) a WE HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED PER OUR INSTRUCTION AND I I 12.) PKG. LOT ISLA�JD��' SHALL HAVE A 3"(MIN) CORNER RADII. SHEET THAT TIE INFORMATION SHOWN IS CORRECT. I ( 13.) SEE SHT 2/2 FOR. HANDICAP STRIPING AND SIGNAGE DETAILS. ADAMS BUILDING MATERIALS PROPERTY PARTNERSHIP 14.) SOD ALL DISTURi�D AREAS WITH R/W. A111-e-44 Gregory J. Adams. General Partner •P.P. 48 HpUFRS BEFORE YOU I I ✓ �l ,{� FI<I^ .��'� GALL SUNS"'"E ( � , -432*4770 1i.800 IT'S THE LAW IN FLORIDA - - 0 o- �{ y 3 PLAN Graft t 2_Cl. i eye Bolt $to Indw yy u' I 1h 1p SECTION t' TYPE E li Ric —doto Uvfim Plpt Slit, ' I f .P•0' Woll•z4' Plot 4'•6' W010•4z' Plot INLeTS � p TYPE E Apatr 4#;gnl465 Los. CA$ T IRQN GRA TE;, C� �OMpOoNE N T S THOWEI S MWNNJFAC�TMG��NC� F A L �T Y INFLOW WET DE`iTENTION SYSTEM POND CONFIGURATION - C DEEPER AREA/SUMP TYF. DETEN ION POIVD SEC T/0N I = + / 10:1 SLOPE (DESIRABLE) (4:1 M­=MUM) ro I •i!N,r Na - — ----- l?( , /V07-,' : To /S'rAc4C tUgB +_ 7-vt o� S k wtwt Et S4,4l1 LFF_ ,ea la�uC- P0Iva eA��- S -A�F_ 3z.76) E L . 3 3.2lo ATE OPT10AIAL) lF (rYP.1 REQ"LD, FOR SAFETY _ T Er POND a- 33.7, _ L 6- T/S7RUCIURf fLl it • 2�p — - (OR 1EQ.U/ V. f: G.% l- -1 7j . P M 1 . . I 1,21 WATER B' QUAN77TY (1, THICK Al.) SKIMMER — — W/6 CONC ARCH. -GRATE 7Gp NoT�: ,1.. I I - (opr.) -I .S/</MME9 MUSi6,F_(n BEI.O�n/ WE//Z El., Vlv?r OWRFLOW ELEV. E' 32.05 _ J J. t WA TRl 'C• MIN, CONTROL DENCE-%�A�r[� INFLOW I — �'2%r_x I(�3 / 1' }C /3 (18. MAX.) I I NORMAL POOL (S.H.W.T.)f�_]� IJ ,I'�.55 L 0 I CONTROL ftFv. F-' 30.55 - I I T I}'ISUMP I i I SUMP I I I / --I—------I-- L_ L _j EL. l�30. D-20 6- ,IIIN. BASE _ • • _� _a_ 3000 P51 CONG — wAP'S O 6' E. W. VARIES 9" _ I B' I 6- I B- -YAR([S— I B' (2' MIN.) DETENTION AREA —DISCHARGE STRUCTURE N. T-5 AL TERNA TE - EQUI V. PRECA S T DESIGNS I I "MAN rr� C �� ceeBl Post OplTons+ Wood 2#rM.n. 0 M. t,N Wood 21 x 4 I I Optional Post Positions Principle Post Positron Oak lLrx I¢r _ i (Canted 20' Toward Flaw) 11•� ' ' Filter Fobric (In ' $, c' Steel l.33 Lbs/Ft. Min. 6'Max. Conformance With u ' .,; ! �;' tt Forest Sec. 965 FOOT Spec.) >� ; I (1 Lake I i c Filter FW16 k ,•ti1 Z 11 r II I 111 f/ I Sill FIaW ' •� w it ♦ I I 891 Air W tr---------------u------ lake SECTION ..it ur c1 ELEVATION AN�eaalrrree "41 ` so' On cagere if T)P,) TYPE 1Y SILT FENCE • • PLAN ►,1 Lillle AMb/ 801ee With t ra r. aedgo ETw Crystal lake SAII11N hI IIWO. HEW 8D FNsr,we uwullm goo ( ' 7 6� r 27.1(o 2+ ( ELEVATION CrystIL I e + Ma ru�l s rYP ,( ��1 x y:IMAX. -� ' / - /�' EEBUARU ,\� I TO eE'vseo Ar st:LECTEo srrts wHEIrE rHE �ake - C' �i �cJ . Q rt� j� NATWW. At10UM0 iIAIPES TA1MO Tl+� tGR. AR s!A!;Q o p 33 g�l�J M - /AE7: POND 3a ELL - !o'ix 12+rCtARB w (�) 6CO 3",?�vEAI) • 31 - 4�z�_ //'53oNEfklw !Ao►N A bun AntMr F9des wrrn L •t'x t'a ,r' " (� lY'TOEzfI 1r BONE) /� /---` — EL f 2t .5 stala Per 4wit. �• `� (Nal�/ 2 e q C�) i -�G15 �' PLAN Lowe SorlPloc+d S' Sln•e/And LIpMy ' Carprcte0 Abrp Tge,Upe/reaa Eave or �(Mt I�CyC/�7EGrin1 A L 3 :/ �X. n IL SEE. B1.DCr, PLANS FOR, j 'P .SPECIAL FO(�7`EF2 DE7:QIL5 Ftq stops N D7"E : SOD ALL `--r ,�ou0-A r P,'„� n) AVG. POND S10E SLOPE ,` ��- Dl57�"URIBiED AREAS PPS — °•� % e �L.a2.�5 ELEVArM /o - WI,U EXC4USlkE C17YOF1, ro 6E USED Ar saari:o,Slr.Es wHElaf rttE ,'`/ l T'MI N ��'`� 5AivFoRo �S �v/cE E� EMEN tt NATW4.(AOUNo SLOW AIPAr�FHOW:TH1-r0j a'•sW I. #5 CON7: IN POURED 1-/NTEL #5/N'I�OCIFi'ED L !IVTEL /o '� ,Ad Sc E IDf G'( F DARl BIERS FOR FILL SLOPES auFFEl�t .., -- _ ( Al-� CEL,L.S FaDGIF-�E-G7 72_ ` SPEC/A L CnZ�eof �S000. W *,6'S VER7', WALL SECT/ON �.8.AAO. � W ST'UCCO 7-4 C.B # 8' 8 FO 7? �1_E G7` 7"YP•uccn I 5' /N SDI.-/C� - R- N ff t ( ) w�ST ADTAC q /�t T TO PouRO L /RIFE 1 (/D �. S. BUFFER) Co+r(300D P• SZ. CO C . W. � ,� : � W E T U �" 7-. PONCE ) RIP -PAP ( _ -`-- -�- �o , �i�1 x C. i /yam/Ole/.% �C�k �. p. OR �9SP.1`tAL7' �1�TE 5 .;a- • ,4 - . • - g_ - � �t _ ..---------- 8„F.00'C� �/�h. �� -iYPE $ _ � RNAT� l ASPNA0 r` 34� I 0 8 eo7�-lv�r�II/ + Zo� �.//1�1��?C%CK ��i.5� S•�'� fr fi I r a , 6 ��) 166 �,/ DIY _E E. 5. w Tr 5 VERT /N SOL/� - POURED�D� @ EL--r 5EE DE7-,nlL_ 8 FOOTER (T R) - - CELL @ a' O. C. o + SorL.-,CEMF.Nr. BRs O P C O C E- F". R D S ti I~ 3 R YP l eov� RtGH'r i ) (a }`r. +JP_ SU8GRAD (.5"/0 'T l8U .CE NOTE : R SE.CTI ON OVERFLOW / = �`� TYR. WAIL I- 5EC_T1QN sENr� SE 'UR. LANE PL = QR:V, D CO. cTlON _ �� ( /O /�/ Add. R v✓ Exls?` ,25 R Q''r�) SK T. i �p �r� ti I I . s . Bu F FAR s _ 12" t? 41I� V Q ++ -ram— — r /3 }`� �Si'M �5 t �,� `_ :-_ _ _. _ ,�2/C• �' Z RO�U W/vE�//NG a - - o , IIT T�o a- VOLUSIA OUNTY _ SEMINOLE COUNTY MON ROF tr, a 1 � _ L y 4 .� 4 fl4 A wu •.i ..� 5 Ygy (M� i `tip i 4 co (� , I VI f W J tf � cl f I, K n OEP1At�� INfr .reuc+r+ to k� , 1 Z � , � • W vp JfMINOIf Cf IIIE ■ wur/ur , - ` < J W clio Q 1Y �r I 4� W o 0000 I /uCo u�0'nu[ C�1 1W1. V_ 3 t I r a 8 z' z ��3 �' sEE T>,�RN -L�9N� PLANS (5NT/�) •. I;. PARKING BY DISABLED PERMIT ONLY $250 FINE zo CITY ORD. 3211, + tNR1�4$ I, ALL LETTERS ARE V SERIES 'C', PER MUTCD. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZEU (ENGINEERING GRADE) BLUE 9ACKGRUUND � ITH WHITE REFLECTOHIZED LEGEND ANO B flDER. ,�, 90TIOM PORTION OF SIGN SHALL HAVE A REFLECTOHIZED (ENGINEERING FI(IE NC111FICA ON13AC5 GNUSHAALL HAVEI A`REFLECTOHI-ZED (ENGINEERING GRADE) WHITE BACKGROUND INII'H BLACK OPAQUE LEGEND a BORDER. j 6, ONE(1) SIGN REQl11RED FOR EACH PARKING SPACE. ( IN LLATION HEIGFR OF SI'jN SHALL BE IN ACCORDANCE WIM BECTIQN, 24-24 OF THE MANUAL. ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). i ED 10, 2 1/2' ., 10, .- WHITE W W Co t, Q^ of saatwd, Florida (FLA. 0. 0. T. APPROVED) I. ofE4lndedul' MIINDIl AP f iq NMa (MM 4" -T 2" L 4» ... 16 FIGURE N-14 HANDICAP SIGN AND PAWNG SPACE STANDARDS FOP NEW PAVEME•Nr 4rDaTXJl1.s 0. 2�. rti 3�t ('BY 0771(-�F�5)- PL A/...'_._/'t= I r (.. DR/VEWAY SECTION (A/1RP0R-r' BL-VD. 57-M. WA'UER _D/551PHTOIz _ (TYP, OF (a)) 2' 4" WHITE /O IN. 5, 0 4' O.C. j1 �! C Or, W 3000 P.S.L. CONCRaTE(i"YP.) CkEVA7-1Q" 4" 1 2" T- 4" ALTERAIATE Q 5 Gil CO/Vs 1-RUC T OUF OF 57"0N .CoNC . RIP -RAP OR SAKRET-E- 34G S. Rt+ C ------------ � Mild.. - E PThI tENG•I NEERI NG F OWNEWS CERTIFICATION WE HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED THAT THE INFORMATION SHOWN IS CORRECT. ADAMS BUILDING MATERIALS PROPERTY PARTNE HIP J. Adams, General Partner PLANS + Y ,WUR INS' PUCTIO "7D SHEET 9 (t1r i Y 1 NoRTK,,/ 1.1 ' I , , O 1 ♦ I / 3/4' 6" HIGH Mf�1r50NR1' WNAL[. 5/4" /'•/1♦ 3/4" /11/• I------•--••i .. ., 3—•--—•---•—• — -- 2_,_------------., 3/4" - II4" 3/4' 3/4" 3/4" 3/43/4" D 3/4" _.._..2_.._.._ 21, /•' I, �� 2" 1 V4" 11/4' 11/4' •/ I1/2" 3/4" J ,•/. I 1, 1 /•1 1" 3/4" J /,•/• !" ALL 65sT 41 11/41 11/4" I 2 , 11-lI t../ 3/4" .5/4 11/4' II /2.I 3/4 1 3/4" J — — — — — — — — — — — — — — — — — — — — — ------ill--------------- •--------— — — — — — — 3/4 -------- IiI q i —!1 3/4" J 2" I'Jul-- — j i 3/4" 3/4" 11/2" 3/4' I I/4"4114 SLEEVE 3/4"! I WELL LOCATION j 3/4" 11/4" I Y v-------- Y IT Y 1 5 HP 5UBMER5IBLE GENERAL LEGEND:--------_� I I lit CONTROLLER J 1 3/4" LOCATION T T T • RAINBIRD - IaO4 Turf Spray Head, installed using o jam.; 3/4' 3/4" 3/4" I" I" I" 3/4" 3/4° 3/4" 0 1/2" X 1 2" minimum, PVG Flex Pipe connection. I I I N >_ 6 NOTE: Refer to the "Nozzle Selection Chart" for the !" 6 proper nozzle patterns. Spray heads without a nozzle designation are to be 22 Series. N 3/4" 0 HUNTER - P6P-ADJ Adjustable Part Circle Rotor, Installed I D using a 5/4" X 12" minimum, Flex Pipe connection. I I P NOTE: Install with #6 nozzle unless otherwise indicated. HUNTER - POP-560 Full Circle Rotor, installed using a 1 X F F I I raw 5/4" X 12" minimum, PVC Flex Pipe Connection. ; T NOTE: Install w(th #q nozzle I SPECIAL NOTE: Per letter from Russ L. 6ibson, A.I.G.P., F + RAINBIRD - 150-PEB 1 1/2„ Electric Valve I City of Sanford, Dept. of Engineering B Planning, ® RAINBIRD - E5P-12 12 Station Electric Controller I I = Dec. 1-15...... a well (shallow or deep) 15 accepted for irrigation. Y Y Y NOTE: A MINI-CLIK rain sensor device shall be Installed to prevent unnecessary Irrigation. I 3/4" 1 MAINLINE - GL 200 PVC 2" I I I1I O TL 11/4" SLEEVE 1 LATERAL PIPING - CL 160 P\/G (sized as indicated on the drawing) NOTE: All lateral piping not sized Shall be 1/2" I 3/411 O 5CH 40 PVC 2" ® BACKFLOW PREVENTION DEVICE - (per local code) } �( 7 T T D 5/4" 3/4" 3/4" hA 6 ' I V T T D I GENERAL INSTALLATION NOTES: I r 6 o The entire irrigatlon installation shall conform to local ! I codes and regulations. ; ks) 6 Th t t hall refer to the landsca e Ian when 1 I" 6 o e con rac or s trenching to lay pipe to avoid existing and proposed trees ! i '. and shrubs. o All main line pipinq shall be buried to have a minimum cover of IZ5" All lotera`1 piping downstream of the main line 1" shall be buried to have a minimum cover oP 12". o The piping schematic 15 designed to minimize trenching Wherever 1 possible run multiple lines (and wire) In the same trench. j I o Piping on the plan Is diagrammaticaly routed for clarity. Piping I shall be installed to avoid plants and in ground areas only, except uA for indicated Sleeves. Design modificatlons shall only be made to meet field conditions. ' 111/4" o All valves are to be installed in Garcon valve boxes (or approved ec{,ual). i I o Wlre splices are to be made in valve boxes only and with an j approved connector and sealant. Splices made with a wire nut only j I will not be approved. I I I/4" ` R SS ASSDviii`15L'��r E3 lIN& ILD o It shall be the responsibility of the contractor to see theI I l� l� controller is wired and grounded in accordance with all electrical codes. All material necessary to wire the controller shoill be furnished by the contractor. j II/4" 1 o A Mini-Clik, or approved ecivai, automatic rain shut off device shall I to I 1 O be installed at an approprlate location on the property prevent unnecessary irrigation. o Spray heads and rotors located along pavement, not curbed, shall be set back at least 5" from the edge of pavement and protected with I a concrete doughnut. o The contractor shall be responsible for the final adjustment of the , (� r sprinklers arc and radius to assure 1009b coverage. I 1 o Valve numbers Indicate the controller station to which that valve 1 is to be connected. All valves with the same indicated number are to be connected to that Indicated station number on the controller. o Spray Heads located in shrubs may be installed on SCH 40 risers. j NOTE ALL HEAD5 ALONG 5HRUB LINT: NOZZLE SELECTION CHART 5PE6.NO. F51 6FM RADIU5 PATTERN 5-F 30 5.10 15, FULL B 5-TR 30 .18 5 THREE WARTM . c -TT 30 2,48 5 T 0 THIRD D - O 85 5 E 5-T 90 .23 THIRD 0 30 A5 15, WARTER b- T 30 hi 15,D STRF -TT- 5T o 2 5TR —TT�5T 30 1.2130 5VE 5TRP 55T 30 13 8 5VE 5TRP 30 bo FULL -TT-TQ 50 Lq5 17 —TWE WARTER 2-tt 90 —FIT— 12 T O T IRD 30 —U-5-0HALF P -T 30 .81 IV THIRD R 2 5 o-F- 30 .51 0 FULL T 30 .1q 101 RALF -VFO-T- 0 .52 --TO'-- THIRD - 0 RTER - -F T 30 .5 6' FULL X FLT 0 bHALF B-T-F T 30 52 T " z 15Y 30 YAR. 15' T E 12Y 0 YAR. 12' DJ T IOY 30 YAR. . 10, AP416TABLE av 30 YAR. 8'ADAWABLE 90 YAR. 6'1 ADJUSTABLE I I I SHALL BE 1555T I I I TYPICA I j I I i 3/4" ' I I I 3/4' ' I I 6" CURB LUMBER 6' CURS STORAGE ' I 2" 2° IV2" I1/2" I I/2" I1/2" I V4" 11/4' I V4" I° I" 3/4" 3/4" 3/4 11 3/4" --r —f I I I I I I I I I I I SET � T N T IO FOND I I I I I I I I ' I ' -- 2u Reproduction of this design in whole or part is not permitted without I L------------------------------------------------------------------------------- I" 11/4" I'] I I" 5/41 3/4" 3/4" , 3/4" 5/41 3/4' I" I" 11/4' Am 11/4" 11/4" the written permission of Margaret Moore Landscape Planning. l.._.._ ._.._.._.._.._ ._..—..—_.—.--.----•-_.._.._. _.._.._.._.._. _.._.._.._.._.. .._.._.._.._._ ...�.._.._,._.. .._.._.._.._.. .._.._.._.._.. .._.._.._.._.._ ._.._.._.._.._ ._.. _.._.._. _.._.._.._.._. _.._.._.._.._.. .._.._.._.._ Ln O I U N 2 d 4n LL UA _ C v '� O F- � O z O O P I�a®a �91 I�I I� VA � Il ao P4 p 1-4 REVISIONS: 2/amq 6/15/1i1 Revlced per memo Dec. 25/10 cr d telephone Como ,fon Fob. 5/qq Robert J. WakerPam. City of Saftrd Englnooring 7 �1 Wn14 g Depairnont REV I5ED FM FML HERITTKO- XW 15/gq DATE &— I I— jl� IRRIGATION PLAN DRAWN BY: c.AD. IRRIGATION DRAWN BY: MA96ARE:T MOORE' CHECKED BY: K.S. SHEET: ( ECHO - M. MOORE - ADAMS.PLT - 06/17/1999 4:13:02 PM ti p ME ■. ♦ I �� .♦� EX 15T ING 6' WOOD FENCE 6" HIGH MSoNRY W?�l�L. \ ♦•--------- -- —------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------------------------------- ♦.'♦,• OAK OAK _21 VIBURNUM 2=1 / E+KHn It, YIMKWM OAK — I y V twKPNM NO H O SRA55 „ p1 ...................................................... 51 12AYLO-Y LL :O 3-f Y�URw1M iOAK Fle I I CYPRE55 TREES [ 4 f „� 8 OAK �� OAK `'4�' {`` , y� (�� i'j I q YleuRw,M I Z '50 LIRIOPEFINE40 VIBURNUM I q VIBURNVM 25 wPIA HAMHOM—« io I at K LANDSCAPE SUMMARY 4 SPEGIFIGATION bT VIBURNUM— ; 1� OAK — i G2TY. BOTANICAL NAME COMMON NAME SPECIFICATION 24 TREES 50 YeuRw m OAK I I PI NU5 ELLIOTTII 51a5h Pine I O' min. ht., 2"C. measured 4.5' above round OAK Io P/L � o LLII Reproduction of this design in whole or part is not permitted without the written permission of Margaret Moore Landscape Planning. r i i lO I � T USS ASSDvI5LY 5UILDINO P1C_' 1101,13 4a OUERGUS V IR6INIANA Live Oak I O' min. ht., 2"0. measured 4.5' above Ground OAK OAK OAK I I TAXODIUM 1215TICHUM Bald Cypress I O' min. ht., 2"0. measured 4.5' above ground SHRUBS19 YIBURNUM 1wvlaurrium 51 HEMEROGALLI5 spp. Dayilly 1 6al., full, la" O.G. mix col. 30 LIRIOPE MU50AR1 Lirfope 116i9 Blue" 1 6a1,, full, la" O.G. 55 RHAFHIOLEP15 INDICA India Hawthorne 3 6al., 16-15" sp. 50" O.G. 545 VIBURNUM ODORATISSIMUM Sweet Viburnum 3 6al., 24" min. ht. 50" O.G. SOD, Bahia 45 CYPRE55 MULCH 1005% shred. cypress Spread 3" uniform thickness each tree and all bed areas -_ — ALL PLANTS TO BE FLORIDA #1 OR B1;TTER I 10 I i I O i i i i i 10 1 I I �o I ' �� LUMBER 6" CURB 6 CURB STORAGE RETENT �ON FOND 6' HIGH MA50NRY NALL 3 OAK PINE 33.16 TOP OF POND �I 5 PINE '( 20' MAINTENANCE BER6 M — RA55 ts, _ f OAK � OAK � OAK .� N 04 ye'" M 7 6I Chain !_.ink Fence � I I I I �I ' b o ZM r v z < K D_ < m JU LLA E­4 < ao F-4 < W -A V 1 Z LIA C) 0 Y CL REVISIONS: 2/5/qq 6/15/gq Rovlaod per memo Poo. 25/98 and to{ophone convornatlon Fob. 5/qq Robort J. Yralter, F.E. Enghoor• city ofla�ru'�rg apartment REVISED PERttTTPAUL HERIITTKO- JUKE 5/" DATE &-1 6- �j IRR16ATION PLAN DRAWN 5 (: G.A.P. IRK16ATION DRAWN BY: MAR&ARET MOORE CHECKED BY: K .5. SCALE: 111 0 � � 1 C"b S (� I i*r"t t t?ft 4fj; � 1 ;.. iI t Ni 1 t ` i 1. . 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',�; . , :1' �. t �. �i,� s '� 'a, tt, . ,'r1' . `s `� .. / t ' 'sit '.,'4. ;'r..+.` , ' s T{ `r, ,,' r e ,`t r, .Ii j,' .' 4 , . � t, �1`! y „ Y r t t wt ° �vr`+S al��i' t } A t �T , r , f 4 fL" %, rw - .a . $} , t - ;.t J * .1 ?.I.. f i"" ', `�,1. ,. ,tit t,,�.�ilc8}�i�i .- } 'j , z a @� �i '" i 3Z f � Nt . tc ' y b i"§g- '1Lr1 r 11 a� 1.1+ , rram1+"' 'M , .:a 'X,Q .d i� r,,Fvl, A. II w a ih1 7 1 ro Ai"� t. pt �q�t?1.1 �at64,,i . SCALE; 1 30 �N<�. ,,,, �91, ' PROPERTY LINE--,,, .. � � � ,4 r *. W k"`� ��" �,.` � . STA. 51+50 29 LT. �' t4.. 1, V, . ����Ir;�. . ; ;I,i I.: "`�, CONST. PE C INLET 11 " i, z tt PROPERTY LINE STA. 49+40 33 LT. W "J" BOTTOM SEE } "4i y ,,' � , r, "t�,' STA. 46+60 33 LT. CONST. _ C INLET .• �,. r1 „3 DETAIL C SHEET ,) .'.;;' s',, � �' e r_3 t r TYPE N }.' '1 R ' } i'r 'R CONST. TYPE C INLET " W/ J BOTTOM' (SEE, „:I : fJ� r'. ,�,��r '���`r * -, W CONTROL STRUCTURE W/ J BOTTOM (SEE 6 SOLID WHITE DETAIL B SHEET 3) GRATE . EL. 30.47 STA, 52+38.83 32' LT, `sit' "` ` ,1c > '1 " FL. EL. 26.69(N)(S) CONST. TYPE P-7T M.H. =,� ;.° z � „ BY OTHERS DETAIL B SHEET 3) EDGE LINE (TYP.) GRATE EL. 30.66 24 WHITE (TO BE REMOVED) �Z� -,,, 14� ,,".�, , ,fig �?s 1,I ( ) TOP EL. 31.00 CONNECT (2) 10 PVC FL, EL. 26.90(N)(S) $TOP BAR 50 �� ,I *9 TO PROPOSED INLET GRATE EL. 30,64 FL. EL. 27.20(N)(W)(S) , ,�,i. V. SEE DETAIL SHEET 3) FL. EL. 26.60(N) S f'�1�` x �u 24 RCP FL. EL. 26.85 W () ' � P4�}S ,,r } � __ :ij (� ( 47 00 48+00 4 +00 - 50/ QO �° 51 +00 5 5o}r 1'°`'gig`' 4F+OO -I- AIRPORT BLVD. C) 2+00 24"RCP 53+00 ' a, - { I 30 STOP h� r w n . r NV, 27.4o STA. 53+67 . / sc + • r w ,x,� �t (TO BE RELOCATED STOP OF BANK SIGN / INV.? 2 769 INV.26P84 CQNST. ME$�rI r� '' t yrt11, ) ¢ 1 ca �' �- �• 250 TRANSITION a, F•-. ��,�.r� ��'r�t•.� , '�,►�`� � !41 J t,.t34#�,� rt •iji°s- �P rry' A+r5ft1'...� it FIRE HYDRANT 24 RCP / f N 24 RCP '� N TO REMAIN) FL. EL. 26.�0 Wi9 1n 7� �n P;fi 31.Oa .- 31,_i 1 t.CONNECT TO �tRi�FOSED M.H.) 24" RR P r� `�' E'l 'tfi'{f�; 31.02. v3 .OG :51.07 5 + N 30.83 0• RMVN 3� 3 z r, 38 0, 37 - sir r` ,,rrf 14i.)t . JtP Liz. ND WIDENING 1=' ; �` x2F1.48 V., y G A E 7.54 .._.- ,-..- �t.t9 \ x27,ts END RESURFACING �''' , t f � ; '` ' 1; 1.,� 1 v:Si.57 cV 31.10 S / " { `, trY"'�'1' 3t, It rf J' C }i,r sdl /"� 31. x31.5o �51.3.3 30.06. �. X3t. s i.os �' cl 3t a STA. fi3+67.96 i+ .,�ti 1" , ���..►�tI 41 J "lt -)t 'tl :•� - �, c'a „ ..-r "ct F •ci -tr. 'rt •rt �n 1 b 3D, 99 a 1, , _ �.� __ _�. _ _ ____ ___ _ ___ ,i 1" t1.o7 3t.3a _ __ _ _ _ _ ___ ____ _ MATCH EXIST. PAVT, } t �fr`5�."r#' �x'�`-i (__ �x _-- _,r. N � 1.61 1. ,i -' ____ �.'X31.39 _ ' -- , t o ,k )'31 A�. ,,tt� a e 1 31.8J N 31.71 I Nx - N. i :51.94 `- 31.t)1 51.9: 47 „31.c) I J ,i1. 1'/ �ti1.9tS ,32� 31.86 _ 1,30 ��y. -. , 31, 11 1 J 15 3 31.52 a },`� +z r �, .,xr" 31.65 1.66 , ; .t, ,- ,' ', tt tir •tt kQ •t ll Fri _ i ei1 ?1 45 •1+ ,, l a }4 <1 74 c, tr~ i 1 X31, SI.6% _._ - -- -...___._ --- -•----- - ,_ r _ ... _ 3 r _.,._ n 1 St .4F 31.45 S o.� 51 ')A �t �t1 ;.4 7i tIA'r,- pie , «, ��x: ""7' .. _ _.. _ _. -__ 31 'O 7( X ,, ;' "~' t. t / X .--. �-• ,ter J !,` ,t�,r a Lam••• ___ .- _ __ _ -- - „ ''�`-_,-__t __•.__^ , .,. 1 a I t �� �.> r , I , > ~', rot 'x t ' + ' _ _ _ r. __ _. _ .. ,- T -.- _ _ __ _ +r-"" �7 _'+!+v[.. ' � pp % I ' "'___.'_ -- 1:. � , dr. l `.j �, rr� F !ri" . +• +� r r-t'.T �. .ter '• , , �__ r r / s' 'i 1- F �7• {C. t , � '] i ,•`� i r� 7 t r , 12 _ t .r1 I ?CS1.13 �:. r u ' � 3 .12 }. �� �-. - 1 X r 31, 5 ,�„ r , r', r .1 a. ? 1 - p 31.42 3%3 `-`-` 30 94 �':a ray �� X,,l.tt_ 4 r, 3../, d 31.06 31.40 t ,I, y, ,t,r n�.,. r 32 0 g 6 DSL YELLOW c % 18 YELILOW ` c 3Q t rt �•, XI A�a�Vf,; t"441 :' {, + + + 3o.7a �C 18 YELLOW . , , w r,t R� ,' F 6" SOLID WHITE 0.62 » 0.90 » - � r,�,. ;y� , ;, , ai . � , �R ;,''� EXIST. CONC, j '' 6 DBL YELLOW fire hydrant x % 6 SOLID WHITE I , ' ,;, 1• '4,I Ft y ssul j /'' 30.82 so.so EXIST. CONGr 31.3'L 30.92 4 t`4 qj'r >ol,l • r ¢b, -';-_� SIDEWALK 3J. J7 x 6". SOLID WHITE SIDEWALK water valve EDGE LINE (TYP.) tip zr; r �+ k1 , �} t e, °�, `>; i .21 51.20 P P yP) EDGE LINE (TYP.) I Z > ��-.,� >� s1,R,1<': W power ole t W i .a 4 fJ n Z t, Ad ,k f__'` I`,. rr�y.i e �C 6 SOLID YELLOW WITH = � >- 4 , «rG water meter ',x -I r� •s , c s .lr � ,=t.,�, 6" SKIP YELLOW �_ P.I. STA. 50+00.00 cx . , a. � �,;. A }' � ' ,+ , t` i 3 i 1tA� + yky it l4tfwx�f r '� Pr t �( °��sriN °/i'{�1fr�Eti.1�}1�y�� •11 1 35 30 25 ___._.__________.___._. ____ _._ ._ __--._.--_ ..___..--_-_.-___.-.---_-___. _ -._ _ ___.D.P.I..,.. 46+60._LT. EL. 30.64 __._..__._.-__.._____.._._-- _____---___.___-.._._.___ _ O ___. _._.._._..._ -- __ .-.______-___...__ --- .._....__ ._.-- _ _ _ _ .P.I,, 48+00 LT. _.,.__.___ L: -30:80 �__�._....___.. - ----_--_-- PROPOSED DITCH ____ ____._ .._ _ _._._ - BOTTOM . - ` " _ ______ _..___.__.__D.P,I EL. ----.---'- ____- _ �_49+40 LT. D�52+2 .P.L._51_+50 _LT. __ _ . EL. 30:90- . 30. _ - - T 0.66 ___ - _. ___ ____ ---EL-. 30.90 ______ ___ ___�.� __ ,. _ _ __ _ _------.� EXIST. TOP - __ ____ OF BANK _. _ ___ +_ OyO�� ._._--__.______._______ _ ._- __________ _ _ __ _.._�____.._ - .1 ('���oy - __­.___.____.___ ---.---.---.-- __ � ­­ __ - - . - ­ -, I � L_ ___ - - ____.-_____ __._____ ____________..______.__.._ _.. ___..-_-_____-----_---.. ____,_.___._.____.._.._.._._____. ____.__.._._._.___._ __.------._.____. 24" RCP _..._..___.._____._ _ _ _ RCP__. _ _ 2 4„ 24" RCP _ 24" RCP -_.•_.____-__.,_-,--. _---..:..-..--_._-..____ .-._-.... --._-._...._._..___.__-...._.__-___,...-.._. __.._ _.._--_-____- _..._ _ .-_._.._ _..._ ._-.__ __...____.__._.. . __._.___ FL, --EL,- 27.20-- ----'•-----___.._--._._..._-.____ ____.-----_.. _-------'---_--_-_ - _-..._ _....._ __.._____ _. ...._._.._._.____.. _._.._.__._ . --- _ ___� __.__ __ _ --~ -F _ _ _ -EL: 26.90- - E'., 26.6U _ - .___._...._..._..._.._-____._____.- - _ _ .. - - - - - FL. EL. 26.69 - FL 46+00 47+00 48+00 49+00 50+00 51+00 52+00 - 53+00 t"t K, b ,; t� s 1 }.1 ,y 1 i J• s'W w, t, ., , ��'3 k pr 1 i 1,x Fed ,' 35 r .I .f , 1. 1. , yL�ar!%�,• ' � tt` " '�.4r . , � i 'ft • Rsf•4' 1 '� � (t;i`iSl, . I, '�_1.l „�,31r r b } t` +I d► }Pr of ;. ! ,� • fuil�� ,' d �? ,{}at'xt,t # ,I�, tlR ,4�{'j'. 1 � y {�ti .', y�I I '+ i y,, , l 1 ✓.,,r-fit {' , 1 30 " ')nI* 6 ` 1_ L •�55 Pt2r i �r�l� it 11.k'' f �PtJ yh ',11 ,]' 6� Z j/`�'Y 't.11 r . a 1' .�, �,y� 0..,tfirr f•a �',4,y • , t Y tk '', S'`�`.Nf,.' E f t,' f fit fii, ti il�1,11, �j 25 r-`JhI .;l #� t .r1.� �Y. . 4 r r. 1 c> i i PROPOSED DITCH * �- 1 S �`;'_�� , M , BOTTOM `4 i r��: ail ,a1, ��� r a 1, F ems,'}N � � , ¢A' . :�' -�1�ti�i `}1� :, .yp/I, �yy I i fi ,ir, As �. (r 1 14 .l Y1t y F �±7 r 1 a , r•44444ti..' r{+�l ;ytty tt !F ' rt��' r r Y '� j!1�,,, d !Y r !�} p I.rt 3 '� bs _E•.4E'if 1 j r }r , U/ ,f j .1"f tiff ,�,.,/' ',� . SCALE: 1" = 30 1 �` t� 1A � ,t1yy ] � r� 3 1 Irl",�,,a�1 ji, �� .`� js a/ s r �l C_ ",� S t ` 4 `� , t Y, �� ax4.,t, �,�s*t BEGIN WIDENING STA. 44+50, 25.5 LT. ;;r i ,j, tF , ,'s� ,, ; i �'^ BEGIN RESURFACING JJ�f� p' CONST. TYPE P-7T M.H. , 4' a, I; r ;," �& i" STA. 42+23.40 " , ��f �� j .; OVER EXIST, 12 CMP ,,,a��xq ' t`>. ,r, �, .� } , " ` . TOP EL. 31.37 � , V'; v MATCH EXIST, PAVT. -, 1 �` �,, 7 ��� . ,1� FL. EL. 28.76(S t,rs�.f ',I t , `'j; "' ;'r�,+� 1 i:l INv.=27.z5 FL. EL. 27r41(N� C 1.^�x ;�j«� Y►",�1t ` >,..' i � v?a ' yi,'d t rat i # 9" °f', stir ,� 37+00 HEADWALL 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 �' t` " ' I $ TOP= 31.80 CATCH BASIN x, , 4` , u(�r°� r� " `! TOP=30.79 W +i► , ui : J; tr t ,.. N.INV.=27.14 _ O_ 270 TRANSITION FIRE HYDRANT M h- i% y .1 ;` �7 I ,�.' {� �,, `t cp 12"CMP M W " `.'" rzl �c�" if 0'4'4 n ' �' M.}.'ir` . S.INV.=27,15 ► AIRPORT BLVD. N.INV,-28,23 , ,,rr� S.IN ¢28,28 r } Y. r� cp WATER VALVE INV.�28,76 0) �t 24 RAP ' 1i, r r 31.6a X;g . x31.a9 N 1.87 TO BE ADJ, T D ,,,. 7. -.- ------------- __--__.... -- - --I s;','-- - - - --3.1- S` I`L__-- - - - -_ �-_ ..Xi'i 62 _ -- --- -- _�, ,F:<i0--- - _- _ +_ ��J - _ .._ �2.?�S _ -. __ _:( _ 5t •#L -. _ _ _ __ _-- _ _ __ .� it £Iil _.} ,_� %S - Si-78 - 31.62 ____�_ - - ---n� t ) ---31;.i I - N r�-U � � ° si�S'N�' 't "7--- < r X 3(.76_____ X X X q gA x 1.9. � ' ik:31..:G 31.53 31.51 31.J2 X- 31.5J ��.,,�!;' X2U..,h _E �- 31.,5J 31. i•5 %<' r X31,84 51.58 31.74 c � " -rM_1 ^ e 1 r b" 1 1 r, •s F i a� ' {1ti 31 F3 1,� 32 3?. t 7 3?..Oj�' 5 ' ` 7 .4 12-- - - - - - S' _�_ . _ . �__ a a' - 1 i •I -- - -- - __ _.._ .... rt ...._ _... _._..... _ �_ - 31 18 32 03 3l 22 31 18 '�'" • ___ - _ _ _ .. X> .,..t�_-_._�_,�..__- � 31.81 -_____ 31 78 � 31.4 X31'.69 N t �tti `§'�i f.' _ _ _ __. _ _�__ ______..__ ...-� _ - -I t f ., �_.. _ ^- = w- --- -- - M� _ ._ _ N - _ �1�, fvi i r' 1,v °y1, 32.41 0 31.86 t ; � " _ _ r --._.. __. _..�._•.__.w•,� � .... 31.84 N i ;A' i , r :i1 ''. _ .� _ �.....�-._. �..� r i� - 32,22 32.13 32.05 '" ,k.,l , '.- _ ____ --- -._--. ... _.-. >.. :C3�,�9 (/� �;� _ _ 32�L _ .,1 4r,ur.....G<:w...ILurfixwA,.'HNuis.liW.usi.mrq.r:+Mka>rctJiwd:bas +BaLS4sL4l6i.(at.Aa:W.`Lll drd�VF.A.vS'ic4LHr1i:13r .w- ___.._ _---........ �...,+ .._. .�.._'_.'_.'.'."�(:.�.,:.I ._..-_.. .. _.x.._I .LJ�•_ 'X �i(.✓t7 I- . 3X--�-•- . f� ��� I�2rG�-._�..__ - :1 `., 7 _ _ _ ....„, ..,.�, ,.... »..... _.._._,...._...-__. _ �._ . . _ _ .. ...• _ . _ _`- .__f �VV st 'a _ X 3 2-tib V S2 fi l t Ott ri- p` '' �.... , _. ,. _„ .. r r kiff 11 S2 's .32.02 -! a� �� ctr _ S 7 ..--•• `��. , "�pt 11 �._..___�. - - _ k -I�- 31,91 31.03 __iE32.01 r _ Y it � y 1. . le - --= _ ._ _. X32.'��. 32,2t.) t a rin t, n• V„ /k, r ,� - =-_-- ._._ ____� :, 32,19 ,..._._..�... � ... 3 t . 4 �..,, - _ .�u� ___-...w.r-_.�.. - ---- ' �r 1 ;1��39 -- 3? U7 ;,,...,.�.. X32.06 ..-:t--- ....-.,.."..- ---- - __._ .�_ ____ ____ ` 't �, Hai x _ ;` - OE ,"r-`_ _ . _ C::; - __ _ ____ - - • -OE- 6 --pE- 1 y, ' " ,, f _,. - , �0 �_ X31.75 X31.67 X31,7$ " «4 , ,„+ X3U.cJ 1 . c •- ------ `i :C31.86 , t.: 51.26X „31.08 l9 1..9 �� �- rt~ ~..,�c____1 �:� "" 51.78 X 31.75 X31.78 X31.64 2 X 31.63 o /-;I Fs � x, ?;,` "t .. , 1`, 31.J1 -�, X31.91 /31.90 g 6 SOLID WHITE V , , ,, 2!•85 30.70 30 83 ri1 s ;�� ^ x--� 31.03 I t q�' POkR POLE (TYP.) EDGE LINE (TYP.) x ; �'�F r-,-•--}'--'c_• 1 �. --T-'( ..t:, ,•--_-'_--^r.•;••----'^-r._.,.^_•___r._r .._.y___,�. - - - L , _ •+-r-•--_"'-v-�,--r-•--� •--'ir- •�-'.'t- - s-rr--r-r-:..---•-•-•----., r-r-+- uy + 5�. t.�i '.t^ , 'S_"•"'.T -s-ram--°---• .+-,�-7�-^7� t. y i t �t ' .,; t _ " C,- t t a. _ t •i 1 _ r �: _� / c D 1. 8 t HEA ALL �.__._ W -.� 1 'i > .. :5 .8 t 1 X 1 6 =t / R i' Y 3 45 X31.68 1� TOP 1.X• X 31 2,,�;;: ,3:C 3� 3 X 3 5 1. 3 31.33r 31,43 31.30 31.31 'r i. X31.d1 1. 3 31.61 31.46 " 31.33 d r 24"RCP N.INV.=26.25 < ;31,2731 M 6 DBL YELLOW rn rn :" 1 •. .r. 24 RCP S.INV.=26.25 51.60 EXIST. CONC. N 0) `f I '" `1. . + + +I EXIST. CON Cr '° f i'� r , , . SIDEWALK W ¢ " SIDEWALK t f,` � `fir}r °.: 12"X12.6"OVAL RCP 3 ��i t 1= r ' s,• 1 t " t x ✓`„,i ,�,r 6 SOLID YELLOW WITH ski , li 3 t s' r INV.=29.97 12"X12.6"OVAL RCP U 35 6" SKIP YELLOW ' 1, to 't ' It �t' INV.=30.57 � t+ "" t ,a NOTES EQLICI-L LT• _ 1', STA. 45+00 EXIST. TOP j d i.[.r , r' >I 1. ALL PAVEMENT MARKINGS TO COMPLY WITH THE F.D.O.T. ROADWAY AND TRAFFIC .;1) ' ?v CONTROL VICES THE EL: 30:90 *._...OF'DANKJ'r�;1� f&�I ,�,}1,4 DESIGN STANDARDS, MANUAL ON UNIFORM TRAFFIC ONT L DE _11"0 xt SEMINOLE COUNTY LAND DEVELOPMENT CODE AND THE NEW F.H.W.A. "OLDERal ., '„ 'X ROAD USER STANDARDS", f 30 _..... ,.r.... .......,. _._t....,-. .3Q'I fit; �� }1, prtr 111�, p ' T . '' INSPECTED BY ....._ ...� ,s1.r --- ..._. EXIST 1 ...,_ ..�... : z+�, ��', 1, _ ' 2. ALL STRIPING LAYOUT WITHIN THE RIGHT OF WAY MUST BE IN ter.. „_,_ „_.,, .,-. �.--+r .-.... --- --- '--- 4�g ' r, �F�t, t>';,, SEMINOLE COUNTY INSPECTIONS PRIOR TO PERMANENT INSTALLATION OF ''""" �"""� �`" - •; „I, t� � ,yb. MARKINGS. ,r A t1. ; t 3. EXISTING STRIPING WITHIN THE LIMITS OF ICONSTRUCTION SHALL BE REPLACED }{ s,; AS INDICATED ON THE PLANS. 25 - _ rx I'., 42+00 43+00 44+00 45+OQ �: ' � ` 4. CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT-OF-WAY - @1 �' ;t PERMIT AND HOLD APRE-CONSTRUCTION CONFERENCE BEFORE STARTING WORK. cADD NAME BATE ` ROADWAY IMPROVEMENTS P L ' ` PROJ G N _ . trr� 0 F'I CONTACT JACKIE LARACUENTE, ROAD DIVISION, (407) 665-7334 FOR INFORMATION PHNY. C U AN 99./118S,y4 V', , A.r� ; {,r" ' ' ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS,, talrslGN�D BY csc s/99 DATE ti 4�,►I ,"A A. ?' AND OTHER REQUIREMENTS. PRAWN BY SML 6/99 Civu.., ENGINEERING, INC. � DUNE ,1R>��.>�il..1, `'"��-A, ADAM S BUILDING SUPPLY p .r ;.�;IMu-," O O S OBI N S RE O DO L 2-803 S 5. FEATHER FRICTION COURSE FROM FLUSH WITH EXISTING PAVEMENT T V RLAY. QNECKEO BY LFB 6/99 2504 �q T R NSO r er, 6� AN , F 3 ,GALE 1 »=30� ,,'HO ; 1 �., I D SEWE PE CO S RUCTION ALL BE IN �. r Im,. 1 '' ` �;` - { 6. ALL ROADWAY, STRUCTURES AN STORM R Pi N T SH APPRQVED Y SYC 6/99 � �`'�� � t,,., :l I -. �d'° �'; I , 'ray :a ti '' � ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR RQAQWAY 'ANQ BRIDGE 1 ', -i . .!.�., , r...., PHONE FAX �" :, ;a ` T, a . 1 ',", 14ti CONSTRUCTION. DATE REVISIONS REVISED BY CHECKED BY " FILE-' 98-ABS-C425.DWG (407) 89SA795 (407) 2284616 SEMINOLE COUNTY �� � � )����� �� FLORIDA s"Ef t.`', 1--•. 0f' `"� , >� ' �.11 r" . .. . t • i,j f'4 ,yy{S'14,V . I d, t 15 '1 ik ..., ' d > 1 . , - {. r ;t 9mi lYt p,S'", _ t _ - - _,'' _ , ., s :.h; �. - - _ __ _ _�_', , r ,,. _,� s . , .. - . .. rar P t: s n r 0 G CJ Z � W HF_ N z O 42+00 20' TRANSITION 43+00 44+00 45+00 46+00 FIRE HYDRANT 12"CMP' WATER VALVE INV.-28.76 _T .u..:-n:Ws.�,l::.r..•..«a.�u:au:ac�-_s.:._..x.:_-Yu::arc=-.:;r�.cu_=�.•:.a/:-:•.va:+..A....�sw.::.ul�::zd..rsr�i� '�•txs ._:iT - - -0E- • - - - - r - .� I y _ _ rc �-r 1 r' 1000 500' I 0 PHASE I CONSTRUCTION 10' 10' VARIES TEMPORARY SOLID WHITE )GE LINE ZY DOUBLE YELLOW V IL1/11 .VI\Ill\ 1 JVI.IU ..1 II IL EDGE LINE PHASE I PHASE I NOTES: 1. INSTALL CONSTRUCTION SIGNS AND WARNING DEVICES. 2. REMOVE EXIIS>!NG STRIPING AND INSTALL TEMPORARY STRIPING AS SHOWN. 3. MAINTAIN 10' THRU LANES AS SHOWN. 4. CONSTRUCT STORM SEWER, DITCHES AND PAVEMENT WIDENING THROUGH STRUCTURAL COURSE. 1, ALL SIGNS, PAVEMENT MARKINGS, BARRIER WALLS, BARRICADES, WARNING LIGHTS AND OTHER TRAFFIC CONTROL I DEVICES NECESSARY FOR TRAFFIC CONTROL SHALL CONFORM TO THE 1994 FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) ROADWAY AND TRAFFIC DESIGN STANDARDS (SEE STANDARD INDEX SERIES 600). 2• THE CONTRACTOR SHALL INSTALL CONSTRUCTION SIGNING PRIOR TO COMMENCEMENT OF ALL CONSTRUCTION OPERATIONS AND MAINTAIN SIGNING THROUGHOUT THE DURATION OF CONSTRUCTION. 3. THE FIRST TWO CONSTRUCTION WARNING SIGNS ON THE MAIN ROADWAY AND THE FIRST CONSTRUCTION SIGN ON EACH CROSSROAD SHALL HAVE AN ORANGE FLAG (18" X 18" MIN.) AND A TYPE B WARNING LIGHT ATTACHED AND OPERATING AT ALL TIMES. 4. THE CONTRACTOR SHALL MAINTAIN AND RELOCATE EXISTING ROADWAY SIGNS, INCLUDING GUIDE SIGNS, AS CONDITIONS WARRANT IN EACH PHASE,- THROUGHOUT THE DURATION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL REMOVE, COVER OR OBLITERATE EXISTING ROADWAY SIGNS AND PAVEMENT MARKINGS THAT CONFLICT WITH CONSTRUCTION TRAFFIC CONTROL PLANS. 6. OVER -PAINTING IS NOT AN ACCEPTABLE METHOD OF PAVEMENT MARKING REMOVAL AS SPECIFIED IN STANDARD INDEX NO. 600 (SHEET 3 OF 8). THE METHOD OF PAVEMENT MARKING REMOVAL SHALL BE APPROVED BY THE ENGINEER. 7. TEMPORARY PAINT SHALL NOT BE PLACED ON ANY PERMANENT SURFACE (I.E. FRICTION COURSE) THAT DOES NOT MATCH FINAL PAVEMENT MARKINGS. REMOVABLE PAVEMENT MARKINGS SHALL BE UTILIZED AT LOCATIONS WHERE TEMPORARY PAINT CANNOT BE PLACED. 8. TEMPORARY REFLECTORIZED RAISED PAVEMENT MARKERS SHALL BE INSTALLED THROUGHOUT ALL TRAFFIC CONTROL PHASES AND SPACED AS SPECIFIED IN STANDARD INDEX NO. 600 (SHEET 3 OF 8). 47+00 FIRE H'rDRAN T / 1 Hpower pole(typ) m� PHASE I / PHASE I CONSTRUCTION 48+00 TOP OF BANK 49+00 "TEMPORARY STRIPING (TYP•) i I 50100 /� I1 51+00 17�77 BARRICADES SPACED 50' ON CENTER W z ' TRAFFIC CONTROL, PLAN GENERAL NOTES 9. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION. TWO TRAVEL LANES IN EACH DIRECTION, SHALL BE UTILIZED AS A MINIMUM FOR TRAFFIC CONTROL TRAVEL LANE WIDTHS SHALL CONSIST OF NEVER LESS THAN 10 FEET. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE LIGHTING, AS DETERMINED BY THE ENGINEER, FOR CONSTRUCTION OPERATIONS DURING NIGHTTIME HOURS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR NIGHTTIME WORK. 11, THE CONTRACTOR SHALL PROVIDE, AS A MINIMUM, THE TREATMENTS FOR DROP-OFFS IN WORK ZONES AS SPECIFIED IN STANDARD INDEX NO. 600 (SHEET 5 OF 3). 12. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL CONSTRUCTION PHASING WITH ANY ADJACENT CONSTRUCTION CONTRACTS. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR THIS COORDINATION. 13. THE CONTRACTOR WILL BE PERMITTED TO DEVELOP, IN DETAIL, AN ALTERNATIVE TRAFFIC CONTROL PLAN. NO DEVIATION FROM THE SEQUENCE OF CONSTRUCTION SPECIFIED IN -THE APPROVED TRAFFIC CONTROL PLANS WILL BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER. 14. THE SPEED USED FOR DESIGNING TAPERS, CURVES, TRANSITION LENGTHS AND OTHER GEOMETRIC FEATURES IN THE CONSTRUCTION TRAFFIC CONTROL PLANS IS 35 M.P.H. UNLESS OTHERWISE NOTED. 15. LONGITUDINAL DIMENSIONS, SHOWN IN THE CONSTRUCTION TRAFFIC CONTROL PLANS, MAY BE ADJUSTED TO ACCOMMODATE FIELD CONDITIONS AS DETERMINED NECESSARY BY THE ENGINEER. 16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS AT EACH DRIVEWAY TO ANY RESIDENCE OR BUSINESS AT ALL TIMES. 17. THE CONTRACTOR WILL SUBMIT A SCHEDULE FOR THE TRAFFIC CONTROL FOR ROADWAY CONSTRUCTION TO THE ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO STARTING ANY CONSTRUCTION 42+00 43+00 44+00 45+00 46+00 47+00 FIRE HYDRANT WATER VALVE 12'CMP 76 FIRE HYDRANT INV.-28.r"S cL' n ~�."�•'f+c'��isJ.�- rtsr_".,aw.u__:fa,�sua= • .. • . r-,.., Hvt..._. _ 17 _..c._c.._--._ / - •,'/:_ //,' /'/ •/l _ .. / /•' -y---7 OE - . - -0E- - -rrrti f' 1 -- r `r-, • -^r^•-� =--OE*-r- r �-*-- .��• : -: r•-•-l_--y - - -- , i T•,�;'- .i_: i _ �.T'_"q .- _ •--q,.�._'_' ^� . _- __ _-_- - - �''r z power pole(typ) m� i� PHASE II APPLY FRICTION COURSE r RESURFACE WITH FRICTION COURSE / 48+00 49+00 TOP OF BANK PHASE 11 CONSTRUCTION 52+00 I - 24"RCP INV. INV.27 27.40 INV.-27.69 r (Ire hydronl water valve water meter u< < APPLY FRICTION RESURFACE WITH FRICTION COURSE COURSE 10, 10' TYPE II BARRICADE (TYP.) PHASE II M 0 F : 53+00 s ' 12"CMP 20' TRANSITION INV.26.84 PHASE II NOTES: 1. APPLY FRICTION COURSE TO PAVEMENT WIDENING AREA. 2. USING MOVING OPERATION PER INDEX 627, RESURFACE EXISTING PAVEMENT WITH FRICTION COURSE. 3. APPLY FINAL PAVEMENT MARKINGS AND SHIFT TRAFFIC TO APPROPRIATE LANES. 18. TRAFFIC SHALL BE MAINTAINED ON PAVED SURFACES AT ALL TIMES. TEMPORARY PAVEMENT, IF NEEDED, SHALL BE DESIGNED BY THE CONTRACTOR AND APPROVED BY THE ENGINI=ER. ALL TEMPORARY PAVEMENT, IF UTILIZED, SHALL BE MAINTAINED ON A DAILY BASIS BY THE CONTRACTOR. 19. CONSTRUCTION STORAGE AREAS (I.E. MATERIAL STOCKPILES, FIELD OFFICES, EMPLOYEE PARKING AND IDLE EQUIPMENT STORAGE AREAS) SHALL BE LOCATED AT A M:NIMUM DISTANCE OF 24 FEET FROM THE OUTSIDE OF ANY THROUGH TRAFFIC TRAVEL LANE. CONSTRUCTION STORAGE AREAS, WHEN NO LONGER NEEDED, SHALL BE RESTORED TO A CONDITION ACCEPTABLE BY THE ENGINEER AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 20. CONSTRUCTION OPERATIONS WHICH GENERATE EXCESSIVE DUST, AS DETERMINED BY THE ENGINEER, SHALL BE CONTROLLED BY THE UNIFORM APPLICATION OF SPRINKLED WATER. 21. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY DRAINAGE MEASURES AS REQUIRED TO ADEQUATELY DRAIN THE PROJECT AND TEMPORARY TRAVELED ROADWAYS, TEMPORARY DRAINAGE DESIGN CONSTRUCTION AND MAINTENANCE ARE THE CONTRACTOR'S RESPONSIBILITIES, HOWEVER ALL SUCH MEASURES MUSt BE APPROVED BY THE ENGINEER. 22. THE LIMITS OF PHASED CONSTRUCTION AREAS SHOWN IN THESE TRAFFIC CONTROL PLANS ARE CONCEPTUAL, ACTUAL LIMITS MAY DIFFER SLIGHTLY DURING CONSTRUCTION DUE TO FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND LIMITATIONS OF CONSTRUCTION EQUIPMENT, 23. TEMPORARY PAVEMENT MARKINGS ARE TO BE USED ON THE FINAL SURFACE COURSE TO ALLOW A MINIMUM 30-DAY ASPHALT CURING PERIOD PRIOR TO PLACEMENT OF FINAL STRIPING. FINAL STRIPING SHALL BE THERMOPLASTIC WITH RPM'S PER FOOT STANDARD INDEX NO. 17352. 24. M.O.T. SETUP MUST BE SUPERVISED BY A CERTIFIED PERSON. 5CftO0 7777 z 77 , -17, 1 W z m0 CADD NAME DATE DESIGNED BY CSC 4/99 DRAWN BY - SML 4/99 CHECKED BY LFB 4/99 APPROVED BY SYC 4/99 PHONE DATE REVISIONS REVISED BY CHECKED 8YFILE. 98-ABS-C425.DWG (407) 895-4795 i ST EPHEN Y. CHUN CIVIL ENGINEERING, INC. 2-304 EAST ROBINSON STREET, ORL"ANDO, FL 32803 , 51+00 52+00 I 24 RCP INV.-27.69__ 500 100Q: ' r' t1 _ 2 ,1 OJ" •.'. O Ed' -I,. TEMPORARY T RARY ! f.IY STRIPING (TYP.) i Q �. z N 4 m � Z .. O ft. • f� r' Ufa+' 'Yf �A `;. 1 •• r, ' J.. �• .1'4jy .,_ r SCALE. 1" - 40' 24-RCP 53+00 INV. 27.40 12"CMP INV.26.84 \\ PE fire hydrant water vulva water meters W TRAFFIC CONTROL PLAN ADAM'S BUILDING SUPPLY (407) 228-466I SEMINOLE COUNTY ■i1L`- �� i'Yt- . 1 : ,. Tltff r;..t t E 7 CITY OF r PROJECT NO. ? . 99.A8S.C425-1.1 DATE v JUNE 1999 i?x SCALE f•. ' 1e' 1 401 V 1 57 r } i f 4�. FLORIDA SHEET OF ' . r .S • � y t��'I Pi t, �t� ri t,' I y y � , •4�, GENERAL NOTES 9'•f 1. These Inlets are x,lhtb/e far olcyalo and pedeslt/an areas and we to W used /n al"ol, "alms and Other woue xbfeot to lni,.W nt lraffla Iuoulnps wt we nal to a phx#d In woos "feet to any hoary wheel loads, ti 2. Inlets subfact to ednlaal dttris stwv Le ounsntcl d ✓111"xd slots. them de,vls /s a 21 - _ v'24' Woblem Inlets snwld be oonstr4c4d With slots. Slotted Inlets kcotvd within rVIA, two, and In woos, owosstb/t to podeslrlans stall twe Irwetsab/t slats. rho s traersab/t $101 uod/f/wtign h not ado tW0 to Inlet T ♦ F �- P YPe H. Slots nrlY W aanslnclW h at either or wth ends as srurn on phru. , J. Stool prates art to be wed on all Inlets where bkych Ncff/c Is antic/pviod. Stool prates , we to be used on all Inlets With itw trrilydt sigh. Either Vast //an or steal prates may of asod on In/e1s wlttcwt slats where bicycle traffic is not oniklpdird. Either cyst bon or PLAN stool 9,004 arty W used on all Inlets with rwn•trvvtrtuble slats. ScoJect to the setoclion . g dtscrtbod above, When AltenNle 0 Vlore is speaUlW 1n the plans, either the sled prate, ^ 5Q hot dipped µihm/sW after fob/wtlw. of the wit Iron prate nay W war, roles the ru ,p-f Pkns itlpuivto the Igrlhulw typo. ` - -F�• 1. A*,v-4rd d txtx/mn pipe sites shaven we for cucrote pipe. Pipe sires hYg,f Ihn \ i Grate 1� 7 lrgso rtuamelgod swt be CA.:404 for fit. �I c/. 1 `Eye Bon 5. All eapoaed cvmors pW odpts of avwreto we to 0o ctv doted 2' See Ind., AV 6. /'vreaern to W ufeular Inlets w/ltwt slu" -o Inlets with ran •Irw enable tiols aoty I`+ When weed far in Ine pbtw bat rewired an all bwenobis fiol Well. Cast to W dais O lnokdtd In ow,trwt unit price for Inlets, 0t jrjllos sewn we for lnfarmnlwr only. Ctrs. r. rrwerwwt slots oWtiltw4d /n eelsilnV Inlets shall W paid far as Inlet. parllal, SECTION and salt IncWde IN 0081 far sivt openlrgs, porlrq arts any rewired ropwaemenl grates. TYPE C a. swding ro W used On all lnlote not l"led /n pwtd areas and wtd for wW*r ccntrwl Hecw,retlulod Woshrw, Pipe Sire, obit prke far SMI/v Sr. 2''!Y wall-fB• Pipe J'-r Wall•2i' P/pe 9. For x4vleaontary attalls see Imes No, M. INLETS 2 -3 .,, T� TYPE C Straight Bars Zi 'Ito 1• 1h` , Rukvllno Bars 111 s Bonds I J's �' TYPE C AAv0A. Wepht zo cw. ApptoA. Weight 2J5 W. CAST IRON GRATES STEEL GRATES NOTICE, Steel Crolas Are Roµrlydd On inlets With rraversob/e Slots And On inlets where Bicycle Traffic Is Anticlpuled. DITCH BOTTOM INLETS TYPES C DIMENSIONS' & QUANTITIES N GRATE SIZES CONCRETE (Cu. Yds.l SODDING (Sq. Yds.) 0 X A B C E F G N Slog/a Double Triple Quad Standard Exhro Single Double Triple Guvd Slog/e Double Triple atfad _ Plpa Plpe Pipe Pipe WelghlPlpe Strong PI Pipe PI a Pipe Plpe Pipe P! PI Plpe l5 - ,36 5.12 J6 748 . 4 8 9 1.22 1.41 4, J a1 7.0 7.15 .1 10.58 I . 1142 L/ 1.21 0.85 1.28 1.7/ 1. 1 8 9 to ll 12 24'r- 3 - 2.53 7I ' 4 9.71 ' o iT 1.73 5,50 8.92' l . 1 75 /.25 __ 1.02 I ° .15 2. 5 t0 / IJ ! IS 30, 4 • 87r 70PIP . I1.95 9 l 2,00, 6.A8 10.JJ /4 18.83' 1.29 2�e- 1.23 /.98 .74 3.50 12 14 I /7 4r.J.05 - 16.42 I .0 ' - / n .24 2.45 6.67 7.25�- - 11.15 iJ.25' ,8J 2/.92r- 25T.25t- 1.55 1. 8T 2 Je 1.40 /.60 .38 4.04 .3�=�� /7 t9 22 44rp9�.�275�' r9' J. 15.4J' /8.65'- 1 .OJ 2.65 7.8J li. 50 =' ==t- 8. i '- L 8l 2b 4,1 18 39� ff.49 19 1 O.OJ' 2J 2 '- 2.8J 8.4,1- 9. C0 16.Ct7 /7� J 75 /A2 1. r 1. 3 2.03 �J, .54 20 21 17 8 424 J 29 0l0.40 _....-,""... n.,,,,._, ,,, .,,,,.,..1. .1,, ,, F,Pe 010,10' Dimensions permitted to allow use of 12' standard pipe lengths. G 0 Concrete stab shalt be deepened to form brldgo across crown of pipe. See secllon bdlow. Deve/ad Ur Round Corners l Cans6acllon Joints Portmrttod i I ( Crulo O O O o Fn. in \ \ FastenerLL Concrete Slab, J' rhlcA, Reinforced With ---'SW WWF 6A6•W1.iAW1.4 TOP VIEW -SINGLE PIPE' a %ar I Say Shoe j 6 er�aqq� See wmiczpz _y C 7.. B a Concrete Connector \ Pipe Q Sowit :>�l 2' Not Less Than 0 to No Pipe Join, Per/nittanl Unless Approved By The Engineer E Palo For As Pipe Culvert F (Pipe To 8e included Under Unit Price For filtered End Soction) SECTION Sod I� N Devoted Or Round Corners or to r I I 11 Construe/lon Joints Permitted z O ! V \ Fastener � C6arrete Slob, J' rhicA, Reinforced With Sod WWF 646•0h4,41.4 TOP VIEW -MULTIPLE PIPE Construction Joints Permitted Note, Sae Sheets 5 and 6 for details and genorol notes. Ditch GrWa to A.Slogo, p To f Plpa or Pipes /8' And Srrailer CONTROL STF" ,r•+•n ,r,r 2' SW 2d For Pipes 24' And Lurger. (BY OTHERS) SIDE DRAIN TOP EL. 33.26. MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PiPE INV. EL. 30.38 VARIES 1 4' 4' SHOULDER EXIST. I I I I p•06 GROUND FT FT LEVEL 6 1 VARIES 4' SHOULDER i 0•06 EXIST. FT FT GROUND 6.1 E-T W/ J BOTTOM EL. 30.64 INV. EL. 27.20 'ii TYPE 'C' INLET WITH J BOTTOM 33' LT. OF � AIRP Iv TV ULIVU DETAIL A N.T.S, CADD NAME DATE DESIGNED BY CSC 4/99 DRAWN BY SML 4/99 CHECKED BY LFB 4/99 APPROVED BY SYC 4/99 PHONE DATE REVISIONS REVISED BY CHECKED BY FILE: 98-ABS-C425-03.DWG (407) 895-4795 ____ 3,t pin idY� } t�; jr WAt 4 Lh+,'I it t .1/ t 1 I 1 c Y � }j Y { f� j WIDENING RESURFACING VARIES VARIES VARIES 0'-13' 11'-18' 11'-18' e .s.' 0.02 FT /FT r4 J r t rfrk k.i.. 12" TYPE B STABILIZATION ,is, ;• LBR 40 �t;. 4, TYPICAL SECTION STA. 45+50 TO STA. 53+67.96 RESURFACING REMOVE EXISTING PAVEMENT MARKINGS I AND RESURFACE WITH FRICTION COURSE FC-3 (1") WIDENING 8" LIMEROCK BASE WITH TYPE S STRUCTURAL COURSE (2") AND FRICTION COURSE FC-3 (1") f >t { 5 WIDENING RESURFACING VARIES VARIES VARIES 0'-13' 11'---18' 11'-18' r4 r p02 FT FT -_-----___-_-- " ( i • 12" TYPE B STABILIZATION LBR 40 r II _DETAIL B N.T.S. TYPICAL SECTION STA. 4re+23.40 TO STA. 45+50 RESURFACING „. REMOVE EXISTING PAVEMENT MARKINGS AND RESURFACE WITH FRICTION COURSE FC-3 (1 ") WIDENING ` 8" LIMEROCK BASE WITH � TYPE S STRUCTURAL COURSE (2") AND FRICTION COURSE FC-3 (1") rvF .11.. 2.50' 2.50' T_ 24 RCP Ct 24" RCP 4.54 r 32' LT. OF i AIRPORT BLVD. 32' LT. OF q AIRPORT RI VD. tfAv t1a DETAIL C �ry�,+rfil 3 LAir"3 .� iiLi O 7fr L�, - '. ,:h }, • N.T.S. ant , t+ PROJECT NO. 77' . STEPHEN Y. CHUN DETAILS 99.ABS.C425­1.1;I CIVIL ENGINEERING, INC. DATE ADAM, S BUILDING SUPPLY JuNE Baas .h 4 2304 EAST ROBINSON STREET, ORLANDO, FL 32803 SCALE N.T.S. FAx y (407)228,4616 SEMINOLE COUNTY FLORIDA SHEET OF i ( A r ' Eras, r , y .f a r p j a r t, I al 35 , ' r�k 35 35 35 ,1 1 • , {, • h 1�1. If 30 — 30 30 30 24 RCP 4rf. t ' �JJ 25 25 500' LT. 25 LT. 25 �' '• 25' RT. 50' RT. 50' LT. 25' LT. � 25' RT. 50' RT. �. STA. 46+60 STA. 51 +50 SCALE: 1 Y 10, HORIL WIrLs•. 1 Y HO z. 1 1' Y 6' MT. Y 6 MT. q' ? i.. '+ 35 35 35 35 __..._.... - _ ... - - .. M _60- _.. C 30 24° RCP �- 25 25 25 25 50' LT. 25' LT. 25' RT. 50' RT. 50' LT. 25' LT. 9 25' RT. 50' RT. I STA. 45+00 STA. 50+68 1 6 !CALF: 1' Y 1 HOWL 1' - tl' VFT4T. I' '; t? , r � `t !w `I r 1 Y 6 PERT. k J#r{ t rx �'ir +�� .,'r SCALE 1 1 HOWL s a , , h,t5 Fr s #+ Stia,i r s rx y il 353535 35 i.'', a __'_' _` - - -_...-.� r.,....._ _.s•......r.� �,.� ...� — — — — — — —�- — — —~ k��r 3( 30 30 — — � 30 30 '"�Pv* 3 24 RCP _—____..__ -- _ _.___ _ __._ ____ _ ___ t� ! { '_ .• :' 25 25 50' LT. 25' LT. 25' RT. 50' RT. 25 25 50' LT. 25' LT. � 25' RT. 50' RT. STA. 44+50 �i u h t 41 s SCALE: 1 . 16 HCRIZ. l", TA. 4 +40 + ���� 1' Y 6' VERT. r J,rt Jti s�' SCALE- 1� 1 W HORIL 4 � 41k A r kr. • - .. *';ay d,.- 'avf y€rrI'`� `�r� yyk o t J ��`I 1�',��`S •`i i.( 35 ,3 35 35 r; I ;�,� , � J--------�-- � r.� „+r��?,•q,r#�" �Fd"���'�p7 °� ur"CaFy��r l ea ^ v 'a — — ^^ - ' _ _ .fr a; ,P' I : - -_ __._.._ _ __._�..—._...._.....__......_'_"_ � "___.`__...__..__.__•_'__'__._._...-._—._y...,�.r-.-._._M�a __ ..__ C J ;r' +t P�J t , r 7 5 A'� �A r p 3030 �� r x r ►. j. r fad:' I EXIST. 12" CMP°#(tN3 fA 24" RCP_,/'" ► ;$ 25 25'25 25 r J 2 5 R T. 50 R T. , J ` 50 LT. 25 LT. � 25 RT. 50 R t 1 r',. jLS'Ri Srt i'� J A•' '� �q r�s���(1 yin. , k STA. 43+00 STA. 48+00 N r: i SCALE: 1 Y 1 HOWL r` I'_J'1' ' V r a r HORI s< r r 9r # SCALE: 1 1 L 6' MT. ��rir J r 1 '� d MT.r.'�7{ 13" �' ss v � x f A• �� .: f t� ` ri.- r A - `.�:j 4f7i �1�.'.:F Fr f• g�„1 .ti ,r .1��.�,,f ty .J, PROJECT N5. t ' CADD NAME DATECROSS-SECTIONS;) ,,CIF •Jt : ,,.: ,�' • . r ; y II.'� HU�( ROADWAY99 S C4� , 1 Ifi , DESIGNED 6Y CSC 6/99. DAT - -IT F�, •, "?)-:.t� 'V.'i; !,yqq 7 I' � tN NCB INC. N "'� 9 .rrr C:tVIL, �NCa �l�R .� ,I C ROBINSON$TRH Oi3L_.ANDO FL 32803 G P L CA 1 � 1 Q1 �5 � DA S BUILDING w r� CWfCK D BY' We 09 2�Q4 FA$T �r� � � n � ;�' � ' ����� �' � � r APPROVED 6Y SYC 41 6/9a ,rJ i J' �. SHEET OF s sF 51 PHONE FAX 4 rI,' 1 DATE REVISIONS REVISED 8Y CHECK BY ' FILE: 99-�AeS-'C425=04:DWG (407) 8964795 (407) 228-�616 ,,EMINOLE COUNTY FLORIDA —�--- +��g�i,,'.» ' , •; p . ,} i .. ., .. :. rt'',: ,1. ., . y�! •�?�' `'�'r' � r1a �1;ti 4yt�, (z r "+:d�;o'{i:! -:j !TM), � cI ..p{�?. yq' �;`�• ,wi�4 t` •N': 41rr Jk�•'� �✓ fi; Y i.' '� t: 1V;` dI' +,{`i pf ttlr�.f 3{$1 (MLM'}(�� 1 i'W Y - ! 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I . 25' RT. 35 30 , - 25 50' RT. 0 -.-----.--,-.------.-------O.—.-.-_- —.------- ------- ----.--.,---- I . ______.___..._._____.____ n, I I F ,\I \ � .---E,.,. _.­..�-_ _\;_� - ___ - 66;ii_..;_ an -`-_� _�_ I .-- - EXIST. 12"-CMP- / ___ . . .:'2-4 " _kP­ -------..-,-.--- ___ -.---- __._ _ . ____ - -I 25 ' 50' LT. 35 30 25 25' LT. `i. STA. 52+38 SCALE- I - 10' HORIL j* - 6' VIERT. 50' LT. 25' LT. 25' RT. 4 -.,--,-.--,-- ------------ . - - Lj_ - =-- __�� _T__ ..:-;—�",_._.__-_ — - _ - — ---..--.,---. ---.--- __________ ---..—...----- I I `i.. STA. 2+20 SCALE: 1' - 10' HORIZ. 1* - 6' VERT. 25' RT. I/ , 4 35 30 ­ - 25 50' RT. 35 30 25 50' RT. 11 a � . .. 11 I ,r , � I � I . ­`7`77 7 -, 7 ,, CADD 1 NAME . I DATE I STEPHEN Y. CHUN ROADWAY CROSS —SECTIONS . T .. . - ,I DESIGNED BY Q C 5.. 6/99 . . i . � I . . . I .. DRAWN BY � CBS 6/9,9 � CIVIL ENGINEERING� INC. . ADAM'S BUILDING SUP I I ­ I - 1; I . � . I . ..07. �� I ,. . . 1,;j �; - . I , 11 I� . 11 C . 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" .. , , , . , .. .... --,----,-- �, .1 1. : I I I i : 1 J SQUARE CUT EDGE TRENCH WIOTH VARIES CROWN TRENCH IN UNPAVED OF EXISTING AREAS. (3" MIN.) PAVMENT (TYP.) W/ SIZE OF POPE ((SEE NOTE 8 FOR OTHER ME: FINISHED GRADE J_ - 2" MIN. ASPHALTIC CONC. /r ANGLE MAY VARY r kl SEE NOTE 2 xx /X SEE NOTE 4� PIPE O-D. 7 � � N SELECT rA � COMMON a FILL 19 }y{ UNDISTURBED iE F L�r EARTH Fe i (SEE NOTE 3) NOTES: I. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER MSHTO T-160. 2. TRENCH SACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER MSHTO T-160. FLOWABLE FILL, 75-100 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 3, PIPE BEDDIINGDAND TRENCHING DETAIL MAY COMMON BE (ILL REQUIRED BEDDING DIRECTED IBYACCORDANCE WITH TYPE A CITY. 4. (+): 15" MAX. FOR PIPE DIAMETERS LESS THAN 24% AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE, 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE Of FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S), - PIPE SIZE 6" 8" 10" 12" 16" 20 241' 301, 361, 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE 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 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. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE: ---- .._.---- ' WORKING PRESSURE -----P.S,I." SOIL DESIGNATION:-__--_-' LAYING CONDITIONS:__----* 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE. CITY OF SANFORD MAY 1 )97 FIG. 104 �+-- 21" Aim POTABLE AT R MART MAX. POTABLE WATER MAIN POTA 1) LETTERING SHALL APPEAR ON THREE 3) LETTERING MUST BE PERMANENTLY SIDES Of THE PIPE AND RUN THE IMPREGNATED INTO THE PVC (IT ENTIRE LENGTH OF THE PIPE, CAN NOT BE STENCILED ONTO THE SURFACE OF THE PIPE. 2) LETTERING SHALL BE A MINIMUM 3/4" IN HEIGHT AND APPEAR ONE OR 4) LETTERING SHALL BE BLUE ON MORE TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE LENGTH OF THE PIPE. PVC. PVC POTABLE WATER MAIN NTS TYPICAL METAL PIPE 2.0" - 4" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. WWI IUVA TWWN NMI sum swioi wm g1VA POT"" wArm MAM POTASLE WATQI KW POfA. MARK WIM 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. WW1 y,NvA TEvt04 WWI oTtvA TEV10N Irvil tuvA ywjAj POTAW WAIM MAW POTAEU WATER MAM PorAM.E WATO MATH POfAM! WATOI IIAA POtAML wNipl NAW POfANL WAIL! MAM 12" SPECIFIED MAX.. PorAwa wArol ww .I 1 " PorA1Kc rA1T11 PER PIPE DIAMETER BLUE TAPE WITH BLACK PERMANETLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. DUCTILE IRON POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD MAY 1997 FIG. 110 SQUARE CUT EDGE TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED OF EXISTING AREAS. (3' MIN.) PAVMENT (TYP.) W/ SIZE OF PIPE (SEE NOTE 8 FOR OTHER RESTORATION) FINISHED GRADE - 2" MIN. ASPHALTIC CONC. _ ANGLE MAY VARY N SEE NOTE 2 SEE NOTE 4 Sxd R PIPE O.D .� N 12" (TYP SELECT COMMON YI FILL i ? t BEDDING ROCK PIPE BEDDING g. (SEE NOTE 8 41 9) UNDISTURBED EARTH NOTES: 1, PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% Of THE MAXIMUM DENSITY AS PER AASHTO T-I60. 2. TRENCH SACKFILU COMMON FILL COMPACTED TO 9SX OF THE MAXIMUM DENSITY AS PER MSHTO T-180, FLOWABLE FILL, 75-100 P.5.1,, SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED, 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (•): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER Of THE PIPE, 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 Of THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS, SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING If REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DAIMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE, THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. TYPE A BEADING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 TRENCH LIMITS 18" MIN. ¢4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B 6" MIN. (TYP.) A I T TIE ROOS INCLUDING 4" x 4" x I/2" NUTS AND WASHERS (SEE SCHEDULE BELOW) HOT DIPPED CALVINIZED -\ OR STAINLESS STEEL \,\ -+� C (6" MIN.) MECHANICAL BEARING PLATE JOINTS (TYP.) r4 BARS UNDISTURBED EARTH � D (4 -0" MIN.) SEE TRENCH DETAILS FOR PIPE BEDDING ENCASE TIE RODS IN 3" COVER REQUIREMENTS 1-1/2" PVC SLEEVE NOTES: I. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER, 2, MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P,S.I, 3. BEDOINO, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. S. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR, 6. DESIGN PRESSURE:---`P.S.I.+ SCHEDULE OF DIMENSIONS AND MATERIALS " PIPE DIMENSIONS TIE ROOS REWO SIZE (INCHES) A 6 C 1 D DIA. NO. NOTE: n*Mr SLACK AREAS TO aE COMPORD ON "313 OF Ili. PER $0. Fr. SOIL RESTRAINT (1,100 MITI) T[N11ma SEE NOTE S • To K COMPURO aY 0011I110. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL I8" I VINYL CONTINUOUS IDENTI- MAX• 56" FICATION/WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: I. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION; WATER LINE 8. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH WHITE LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. S. LETTERING: "CAUTION; RECLAIMED WATER 8. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING, WORDING. B. A COLOR -COOED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE IDENTIFICATIONZWARNING MATERIALS (SEWER POTABLE WATER ANQ RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 111 UNDISTU EARTH CONCRETE ARCH SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH (TYP.) 10 MIN "SL 6SEE NOTE 1 ' MIN. (TYP.) • T' `o j / ''• li• 3000 P.S.1 SIDES CAN BE FORMED CONCRETE SHEETING I: •', 3000 P.S.I. j CONCRETE BEDDING ROCK e i UNDISTURBED EARTH FULL ENCASEMENT HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTMIL WATEIT R[ClMIEO wAru1• �AM (,,, « FAI crow 39M ACOWTMIA VAOAIKU NORTZ. VqT. mm. vm. NORR. vim, NOR1Z. I vw. popau - S. Cie is' 10' 14, 14' is" SEE REC AR4(0" S. C/C Il' _ _ a' C C Il- _ _ li=it 00 4 WATER ] 0 o GARY IW 14' a' C C Ia. - - _ S GENERAL 1. NOTES: THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.O.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE SHEETED TRENCH UNSHEETED TRENCH NOTES: (F.A.C,). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY NW03CO UTILITY LINES AND EXISTING OR PROPOSED UTILITY 10" MIN. "D' 6" SEE NOTE 1 (TYP') 1 (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", +2, LINES, 5 " MIN, AND 24 MAX. FOR PIPE DIAMETER 24" AND OVER. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN FOR CONCRETE ARCH, THE MIN, WIDTH SHALL BE UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A,C. SHEETING SIDES CAN EQUAL TO OUTSIDE DIAMEFER OF PIPE. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. BE FORMED 2. "0" REFERS TO THE DIAMETER OF THE PIPE, 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE "0"/4 - 3. "T" REFERS TO THE THICKNESS OF THE PIPE, OF PIPE UNLESS OTHERWISE SPECIFIED, CRITERION PRODUCING "0"/2 $000 PSI ENCASEMENT f A 4. THE NEED OR CONCRETE ARCH HALF GREATER CLEARANCE SHALL BE USED. CONCRETE OR FULL ENCASEMENT 76 BE DETERMINED IN THE C/C - DENOTES CENTER OF PIPE TO CENTER Of PIPE. 'T' FIELD AS DIRECTED BY THE CRY, 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 6" MIN. UNDISTURBED 3. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR EARTH SHEETING AND BRACING EXCAVATIONS. 4. ACCEPTABLE VARIANCES 6. ENOS OF ENCASEMENT SHALL BE FORMED, AND A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE CONCRETE CRADLE LOCATIONS SHALL BE INDICATED ON RECORD IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- DRAWINGS. CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, 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. CONCRETE ARCH AND ENCASEMENT DETAILS FINISHED GRADE CONCRETE BLOCK OR BRICK AND (SET MORTAR WALL FILLING AT BOTH ENDS RESTRAINED " JOINT DUCTILE IRON PIPE 1 'p 4" MIN. 6" MIN. --w- I F- STEEL CASING PIPE - DUCTILE IRON PIPE - NOTE 2) COVER -VENT HOLE CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS 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 CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 1997 FIG. 106 4' x 4' PRECAST CONCRETE VAULT CAST IRON FRAME FINISHED AND COVER WITH GRADE 36" SQ. ACCESS LID. 4" MAX. 17-1/4" GROUT PREMOLDED PLASTIC-`.-.' 2" VALVE (TYP.) JOINT FILLER 5" WALLS (MIN.)-','.2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE SEE NOTE 2 VALVE 2" NIPPLE SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 FITTINGS AND PIPE FOR A.R.V. SHALL BE BRASS 6„ BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) 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 SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR f VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 112 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. ALL AROUND REQ'D, SIZE OF VALVE TYPE OF VALVE wA~iER 2H 1 �2 { SERVICE • ON DIRECTION & NO. ' e + TURNS TO OPEN ' •WA `0 �•' , APPLICABLE VALVE N BOX AND COVER / (SEE FIG. 115) ANCHORS 2" (TO BE APPROVED 3000 P.S.I. MIN. BY CITY) CONIC. MIN. VALVES 16 INCHES AND LARGER 6" TK. CONC, PAD 24' (FLUSH WITH FINISHED GRADE) • P : #4 REBARS ALL AROUND wATE 24' rr 'P• APPLICABLE VALVE •'' ' 9 4 BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 CONCRETE VAULT CAST IRON FRAME AND COVER WITH 36" SQ. ACCESS LID, EXIST 17-1 4" PROP GROUT PAVE] 4" MAX. x P C FINISHED GRADE PREMOLDED PLASTIC- ---Y'" . \ OPERATOR HANDLE / / 2' VALVE (TYP.) CAST IRON JOINT FILLER VALVE BOX '•' s - 5" WALL (MIN.) TOP SECTION PIPE PLUG (TYP.) 2" NIPPLE EXTENSION 2' PORT WITH ROO AS 2" GATE THREADED PLUG REQUIRED VALVE SEE NOTE 3 2' 90' BEND 2" NIPPLE GROUT 2" NIPPLE 2 90' BEND 2" OHION 2" BRASS PIPE 2" GATE VALVE 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPE$, VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 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 AIR OR COMBINATION AIR/VACUUM VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG, 113 AREA FOR UNDISTURBED PLUG SOIL (TYP,) -� EDGE OF TRENCH (TYP.) PI CROSS W./PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE A WITH JOINT (TYP.) CONCRETE THRUST BLOCK (TYP.) 0/2 EDGE OF TRENCH (TYP.) OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH = x THRUST . » THRUS BLOC �SQ. FT. FITTING MIN AREA CONCRETE THRUST BLOCK - AREA F, TEE NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. WOOD 2. EXTEND THRUST BLOCK FULL LENGTH OF fITTINOS, JOINTS, BLOCKING NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST TYP, (TYP,) BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES Of PLUG THRUST BLOCKS AS REQUIRED, 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUNt TO SUIT THE SPECIFIC FITTING ARRANGEMENT. TEE WZPLUG 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. $. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (3) DA BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. AREA FOR AREA FOR AR q45' BEND TEE AREA FOR PLUG TEE w/ I�YE END PLUG TYPICAL SECTION GRAVITY SEWER: SOLID LIGHT GREEN OR WHITE PVC WITH LIGHT GREEN .yy LETTERING. RCE T FORCE MAIN: WHITE WITH BROWN LETTERING. 21"� SEWER F E MAH �• SEWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A. FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE. SIDES OF THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE, 4) LETTERING MUST BE PERMANENTLY IMPREGNATED INTO THE PVC (IT CAN HOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE 4" PIPE - 6" TAPE 15 CENTERED ALONG TOP HALF OF PPE.� SEWER LINE SEWER LINE ,fir 4" - I6" PIPE - 6"TAPE 13 PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE, 3m ILr]'! Nwn aww tart Moil ; aaa ui tpN UWE tErot M1E �, 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIOE3 OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE: im USX an awa NT woA llKll LIIe S{°.tR uMt tLwal Lm "m LIME Tema Lm lem UK PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) �~ 12" SPECIFIED u,t MAX. sIwWllaiT I" 9E+1K ue/ � PER PIPE DIAMETER FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE. DUCTILE IRON FORCE MAIN AND GRAVITY LINES WITH IDENTIFICATION TAPE HT3 PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 CAUTION SCHEDULE FOR THRUST BLOCK AREAS ' rsc E4 a n-1n I�N Its a Gala stE aoo Lao eoo RUG � m saes ) ( (SOFT) a" a�` L 1 LSG m rn Lsa m m e 6 4 Io 1t .wwr rw a w cavla a ua v •^[�'y�,�. - ut 1Mw. wW • 10 SL 000A m a( 01G"eU. THRUST BLOCK DETAIL PANTONE PURPLE 522C PVC WATER 1= 21' MAX. 1) LETTERING SHALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE 2) LETTERING SHALL BE A MINIMUM OF SURFACE OF THE PIPE). 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BE WHITE OR ONE OR MORE TIMES EVERY 21 OTHER CONTRASTING COLOR, INCHES ALONG THE LENGTH Of THE PIPE. PVC RECLAIMED WATER MAIN wS TYPICAL METAL PIPE 2.0" - 4" PIPE -46 TAPE 13 CENTERED ALONG TOP HALF OF PIPE. / RECLAIMED WATER MAIN RECLAIMED WATER MAIN , 6' - 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND URGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE, rn1 row www 1I,,, wV� ww"rw ww wYw ww"rw ' � , warn "ww ww am** Corr 1MA wwnn w 1111 we _FSPE r IIS�' 1 PER PIED _LER PPE / DIAMETER PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, DUCTILE IRON RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE HTS - PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 109 MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING' IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS, UTILITY STANDARD DETAILS I DATE APPROVED c ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS 18" IRRIGATING WITH 1 1/4"+::::: RECLAIMED z., 3/4" 12" WATER DO NOT,DRINK 1 1/2" 0 36" (MAX) 0 .•. a ••.•- 1/2" BORDER o o c .. . NOTES: 1. HEIGHT.OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES, IN ALL CASES. THE SIGN SHALL BE VISIBLE TO THE PUBLIC, 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE, 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 12 FT. 2 L8. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. S. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR, RECLAIMED WATER IRRIGATION $IGN CITY OF SANFORD MAY 1997 FIG. 114 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF CO"" "SANITARY" OR "STORMV AS APPLICABLE PLAN ALL COVERS USF "A5" OR EOUAI "CITY OF SANFORD" I FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES L 24" t 3/e I 1-1/2" MIN. I--�i - 4-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 h 4 C1 M Y Y $ *41 V on C') z N M Y In ,o h 40 o, � n 6 v\ M + s -0--4 i5 > a>=a o 0 0 W 0 0 0 0 Z �. m 0 0 0 0 r 0 0 0 0 % 0 0 0 0° as o :R yU z 0 0 0 In y 0 0 ,0 n STANDARD AIRVAC PACKAGE CITY OF SANFORD MAY 1997 FIG. 207 aaaa0000aaaao 0000000000000 0000000aaa000 0000000000000 0000000000000 El a❑ ORECLAIMED 0 a a 0 E3(3Cq WATER FE300 0a❑ 00❑ 000aa0aaa0a013 0000000000000 0a0000o00a0a❑ 00a0a0a0a0aa0 000000� ❑OOa000❑ 000000000a ❑0a00000a0a 00000000000❑ ❑a❑ ❑a0 000 SEWER 000 ❑00 ❑00 000000000000 0a 00aa0 aba 00000000 O0a0a� RECLAIMED WATER SEWER ❑aaa a00000a❑ ❑aa000a a DO 0000000000❑ 000000000000 Uaa ❑aa 00❑ WATER 0a0 00❑ ❑0a ❑0000000000❑ 00a000a000 ❑0000000 ❑aaaaa POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 7 MAY 1997 _ -FIG. 115_I SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) W ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 - BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR CENTERED ON OPERATING NUT CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) r• WASTEWATER 6" BEDDING ROCK FORCE MAIN NOTES: 1. 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 AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI LIMITS OF SITE TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE LANDSCAPED AREA (3' MIN) 5' MIN. CHAIN LINK FE CE �-- RTU ANTENNA PER SECTION 2 .3.10 AND 46.8 OF TiE MANUAL (SEE FIGURE 304) * s VALVE WET WELL VAULT CONTROL PANEL 5' MIN (SEE DETAILS) 5' i 10' WIDE HOSE BIBB * MIN. CONCRETE i o I" WATER SERVICE R/W _ ~ 5' (MIN. 10, 5' SIDEWALK 2 - 6' SWING GATE BACK OF CURB STREET LIGHT WATER METER 4' MIN-" 5• C/L - PUBLIC R/W �-- w f THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. NOTES: 1, DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK. 3000 P.S.I. CONCRETE, 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5, ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL.DRAWINC PUMP STATION TYPICAL SITE PLAN -7 CITY OF SANFORD MAY 1997 FIG. 300 PT f 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) FINISHED GRADE IIIIIIIIIIII_��_ 24" DIA. MIN. 3000 PSI CONC. P.. 4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD MAY 1997 FIG. 116 LOT WYE WITH G" BRANCH LINE 6' MAX. 6" 45' -� BEND REMOVABLE PLUG (TYP) SERVICE CLEAN -OUT (SEE NOTE 2) i a CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS do AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES MIN. 3'-0" MAX. 1 5" 2'-0" > INSIDE W OUTSIDE WALL Pp PRE-PRIM`D BITUMINOUS EPDXY COATINGS v� JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. (SEE NOTE 5) i� q E "gTIIC JOINT lOIHTPSIUMACES SEALER WITH WROATPPCER E v. BENCHING PER SPECIFICATIONS JZ-,. D o (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT MIN, > COMPLETED JOINT WITH SQUEEZE DETAIL TO BE DESIGNED BY -OUT\ SQUEEZE -OUT THE ENGINEER AND L j E" MIN. APPROVED BY THE 9" 9" -T CITY. I I T--1�TSECTIO I Jol BEDDING ROCK 2" MIN, CAST -IN -PUCE PRECAST MONOLITHIC CONCRETE BASE BASE SEWER MAIN SIZE VARIES WYE WITH 6" BRANCH SERVICE CLEAN-OVT (SEE NOTE 2) PERMANENT PLUG (TYP) NOTES: LOT LPHE 1, INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 7 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 6" 45• BEND 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. SERVICE CLEAN -OUT 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL PLAN (SEE NOTE 2) BE 6 INCHES IN DIAMETER AS A MINIMUM. FINISHED GRADE b" PVC SLOPE TO Xs TERMINAL DEPTH AT 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE .6" PVC AS REQUIRED FOR 30' (TYP) SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH (SEE NOTE 1) (TYP.) AS REQUIRED FOR SEWER MAIN SERVICE (3' MIN.) (TYP.) SINGLE DOUBLE SERVICE SERVICE PROFILE #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX SPACING PTOP RAIL POST CAP POST BARSSTRE �19 TIE WIRES I CORNER x 12" O.C. of FABRIC 3l8 ROUND ;o TRRUSS BARS LINE POST (SEE NOTE 1) 2 TURNBUCKLE TENSION WIRE GRADE M 3000 PSI CONCRETE 12" FENCEDETAIL 3/6" ADJ. GATE POST -1 (-GATE CORNER TRUSS RODS -I r GATE FRAME GATE POST 6" 6"J -a I I-12„ r-`- 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD MAY 1997 FIG. 304 SANITARY SEWER LATERAL DETAIL PROPERTY CONCRETE BOX WITH LINE TRAFFIC TYPE CONCRETE COVER _ PROPERTY RIGHT-OF-WAY WIRR+G FROM PUMP STATION PRESSORg SWITCH FVRNAS MODEL 69W83L OR APPRO EO EQUAL) 2" BRONZE, BRASS, OR 2" CAP (MIN) BRASS 5HUT OF RESILIENT BALL VALVE VALVES AND FIT 1 GS 2" MIN TEE OIL -FILLED CAST IRON PRESS PRESSURE f - ORDRAIN VALVE VALVE BOX GAUGE2" ROSS 2" MIN DIA PIP BALL CHECK LVE (FULL FLOW) 2" BRASS HORIZONTAL 408 MODEL FLANGED TEE GATE VALVE (FLANGED) ORIAPPROVE INFLOW OUTFLOW FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT (DEZURIK MODEL NO. 344 OR AN APPROVED EQUAL) NOTE: DIMENSIONS WILL VARY ACCORDING TO LINE SIZE, THIS DETAIL IS DIAGRAMMATIC ONLY, ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED, PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 305 rnorr ww ...... c i i . THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 46-$3 54-$7 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24", 2, DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER, S. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL, TYPICAL MANHOLE PRODUCTS AND MATERIALS: A. PIP PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND D1765. 8. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS, FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036, C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER. PRIMER AND GLUE SHALL l)E USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2584. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. veer c.0. ao. (xc ocTAX THIS 3M T) L - - - m,.-OUT CVsysom OENUL TMS lHCLT) sru4-OUT vAOA M VALVc . (xR a PVC) sTORAae NT •vAOA++ MAW TYPICAL SERVICE CR,JSS-SECTION A" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND I 4" PVC RISER 4" PVC C.O. THREADED CAP ds l STRUCTURE "",`y `,.0 it 45' BEND .0141. wP TEE D.W.V, WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN -OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) + - ADJUSTABLE CAST IRON SEE NOTE 2 -- - VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT `CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: 1. 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. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 TEE PRECAST MANHOLE . WALL �- INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 6" OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24 DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD MAY 1997 FIG. 201-] NIBCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG. 206 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. � I UTILITY STANDARD DETAILS DATE JAPPROVEO Al �� 1 y a a r L' IDET002 9 7 4) 3 4 61 COVER (SEE FIGURE 115) M tp UNDISTURBED EARTH VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) FINISHED GRADE ADJUSTABLE CAST I IRON VALVE BOX BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. BUTTERFLY VA VL�E _AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 401 BALL VALVE FOR 2 O.S. & Y. RESILIENT INCHES AND BELOW SEAT GATE VALVE. (DOMESTIC AND IRRI- (2 REQUIRED) CATION ONLY. 2 REQUIRED) TEST COCK (TYP.) THREADED NIPPLE (TYP.) FINAL GRADE . r n FROM MAIN DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY i- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) 24"---I WRi'7" / / 4" CONCRETE SLAB WITH N0. 6 x 6 WIG x WIG WIRE MESH TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS. MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR, 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS, 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND URGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 4, THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 5, VALVES SHALL BE CHAINED CLOSED. 6. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED DOUBLE CHECK OR PIPE AND FITTINGS PI SCHEDULE 80 PVC PIPE R_ REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE, - SHUT OFF VALVE 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED caaDE METER CURB STOP -+- SERVICE LINE 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 DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC 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 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 BUCK EXTERIOR ENAMEL 4. DOUBLE CHECK VALVES SHALL NOT BE USED WHERE GROUND LEVEL POP UP HEADS ARE JN USE. IRRIGATION METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE BACKFLOW PREVENTER CITY OF SANFORD MAY 1997 FIG. 503 HYDRANT OPERATING NUT HOSE NOZZLE AS REWD, r 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD z � (SEE FIGURE 107) 2 - /4 AT 9" _ _ O.C. ALL AROUND N 8" I. COMPACTED BACKFILL M J HYDRANT ANCHORING TEE SEE NOTE 3 12" MIN. 6" BEDDING ROCK 6" PIPE RESILIENT SEAT CATE VALVE AND BOX MECHANICAL JOINT (SEE FIGURE 400) WITH RESTRAINERS (TYP.) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 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-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52,7.5 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 402 O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FLANGED 4" CONCRETE SLAB 90' SEND (2 RED.) WITH NO, 6 x 8 W10 x W10 WIRE MESH ---24" 1/2" PREFORMED JOINT MATERIAL BETWEEN 36" MI_L_ COVER 5 SLAB (TOP) CONCRETE FROM TO uAx/ `"`--90' BEND (2 REQ.) ��CE THRUST COLLAR RODDED TO TROJST COLLAR RODDED TO 904 BEND OR AS REQUIRED 90 BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS R lUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) r BALL VALVE (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH DETECTOR. BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY 131NFECTION .fa- ladwil Plvoad In -1... all no..ol.r moth- Meal be Mlori,wled In ..condo- with Me P.cllicatlono dWolof pro donl.00f Mooflorfaa Daparthta.l of C.Avowmnlal ftglwcRon Pamtl dallfbe 44.WNd .Ilh.i . EMPORAAY JUMPU 01141ECTM NOTE& A Iv,n -11 I­*W wn,vactien It rq.k.d d oil <onneclNns balr..n ""W" a "....I., mains and pmpo.ed na. w.Nr moln knproremenls, .. The dokll abe v le k 00 use l for milog any new ..for mole of any sill+ from exisHnnpp aclha water malny a 7. for 1%*Nt9 of now moth. uP to 4 0 40 M OIAtoCT[R (1.S FPSW-inum wtudy) and for P-41.9 boctakk9kal #"If$ from any new .W main of any .4-. Th. Jumper oormootbn shall be m.lnklnd unto after filling, nushing, torlhp atW eN.MNcNon of Ma mw math has b~ euccoavhlly I/ and ctsararc. la va from f, F1od4d IHparinie it o1 Cmlranmo.%l ►ro1.tlWnt ( ► and ."W p."Inenl agondas hart/ bean ,,a4Na4. no t-" to --lion shall also 114 utd N molnkin o minlr-m phaun of 20 pat In the now moms .(fardloMaaNat and until the FOCI`cNaranct Niter N oelolned adoquoN. Ilwutt bkckirq arse/or rvHrvints shoN be prv.M.d N pororlly, w "Ird. ►lva and /�M�t�klgtys uve4 a convecting Ow nor pipe to too . I.dn9 Pill- $"I be dtWnt"W Prior N InNaI1N(1 In oocardanet .nh AWWA C 1. 1l92 dm-. Tha kPP1.9 I- an+ the .0t w of the ".in to b. kpp.d Malt be dlslnfocted by sP•'•Ntl9 or swabbing per action 11 of AWWA C451-92. d. Fluthinq of 10 kwhse M dtmneler and larjor weer m.Ins may be don. though the tie -In rain -do, wry 000ko4.d oandili... TM I"owln9 prvc.dur.t .hall be Nlla..dt A. no NO -In vMrss shall be operated and ptat.re 4044 In the twosome of the U" company ono ondnea ro verify •at•r Mghha.. Prior k 114-In. Velvoo 04" are not .alor Ilghl Mall be r-ftaod with o new vale. (Waited k..".taly .411 nl to H. looking win, 9. The 1.mporory lumpar W"noctkn $hall be a"-Otmf a. d.hWod. TM Iwry»r cowlec M I be used I. fill the new walsr main and for proAJ4 .odor Ior bao- Nrklagkal somping of the new malt at reotaind by Me FOCP pormli. • Fkahthg whop ml be afl-pt d during peak 4-4 Iaun of Ito txloNnp -ohr mains. • Ail do.mk.am vatv.. In the .y.tem moot be opus price k -P-1-9 the tie -In rule- " Pra.ldo for am montior the gra In the Ito -In point. The pr.qufv In the exltNnq not drop mole must not ! N&w 3psi. • rho Ne-ln .Iv- .hap be op.n.d a few toms only, --ON a F-swr- drop .avows th. in aNM vaIs gr.. an 10 psi. C. TM tit -in vain shop be lacked closed by the utility company unto (lushly bpths. 0. TM IN -In aka shah ba ooppw.ntod only fw IluonM9 of the new main, the procadwo still be 41,WI44 by M. uNNy ...pony and obarvad by Ma orplrwr. E. AfM IlusNnq, the Me -in vaho has be closed and locked in Mt dosed Position by the uXINy company. 4. Ths wnkoclor Moll P-A4. daumwdallon domonwkalMiv that tow double check bockfNw p-wilfan dark. tw. boon tasted and Is M good ..rkinq order of the Mon. of Installation. S. EZ. at r.galtd Jo 11uoh lines f jm.jw Man 4 IncMs in 41am.Nr. Ito tile -In valve still remdn dyad snd .MA feealodrod In We doted lies4Wn by the uNINy comporry. Tho Na-in valve h ll remain ".d do.d until Ito now Nyslvm ha. boon .Hard lot wo by FOCP and all ottw Pertinent dgovrd... 4, Upon roalpt 91 doamrca lot use Iran FDEP and all *that NMmnt "end". the cotkector Moo rawwo Me temporaryum Jpor connection. 1M carp-11- f.p. art to be deal ad PI.ggd with 1 imh brat. Plugs. 7. AN IndalkNon and melntemnc. of the to vVerary lumps cofinecN-n and osadold b-MI.- pr 14an dw.k.. lefty., r N-. -k. Map be It,. r.".ro4l , of the wtkocter. WATER SYSTEM tE314a, HHrydrosktic lotting .m11 be pe l-.4 al ISO Pounds per .goal- inch pr+.sw., u 40 olhar.ls..pprovd by Ito City, tar a period of ,at less Man two ((2) hours. I"" Mall bs M accod.m* with the appilcoble µvNdvnv as *d forts In 3octron Ib, AWWA Slandwd C400 fa ductibl. loan Pipe and AWWA Weal Numbor M-23 for PVC PIPS. Th. Nolkdkcdd k. anNnud-Wkation of the -P-d4d Rnwo.nqeyoto theH.rto two how pod, by way of o pump lsking augN1� Iran a contok- suikWo for measuring wale lea, Th. amount 44 less .tall bo dalenMnd by meawrkW the velum. 41Wl d Iron soW o Ialn.r, should the test lag, nocossay r.paln shall M a .0hhvd kavkr by the oonand Ito cal rot-lod ..ill .Irvin the ekbliM.4 INrlit., n" conbeda, Mdl f,"Sh the M oary tabor, wads pomp.. jousts aM .o dho items rp.kd to can4u 1 Ito nauirod walar distribution ryd*m and poor. MNewry r+P.". FINISHED GRADE 2" CATE VALVE - 2" 90' BEND IRESTRAINED JOINT DUCTILE IRON WATER MAIN TRAFFIC COVER WHERE REO'D. 2" CAP DOUBLE METER BOX (18" x 24" MIN,) - 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. BLOWOFF VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 403 RIGHT OF WAY LINE BYPASS FLANGED TEE (2 REQUIRED) 0 0 1/2" PREFORMED JOINT - MATERIAL BETWEEN PIPE AND CONCRETE SLAB 4" CONCRETE SLAB WITH --� NO. 6 x 6, W10 x W10 WIRE MESH v -- FROM MAIN THRUST COLLAR IN RODDED TO 90' BEND OR RESTRAINED TO VALVE AS REQUIRED BY THE CITY VARIES FLANGED "T" TO BYPASS LIMITS OF UTILITY EASEMENT DOUBLE SINGLE LOTS (TYP,) SERVICE (TYP.) SERVICE (TYP.) - PROPERTY LINE (TYP.) WATER MAIN (41"1 MINIMUM) CLEANOUT (TYP) S REDUCER 4" WATER MAIN (MIN.) 6" FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1) RIGHT OF WAY LINE SEPARATE TER CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TYP,) - - RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90- BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY 1997 FIG, 404 / \ 5'0" MIN. \ 2'0" MIN. NOTES: 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES - - SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINEO JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 12" SPOOL PIECE 3, THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND DOUBLE CHECK OR REDUCED INSTALLATIONS WITH BYPASS. / PRES5URE ZONE DETECTOR 4. VALVES SHALL BE CHAINED CLOSED. ASSEMBLY AS REQUIRED BY THE CITY 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REQUIREMENTS. 6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (6) INCHES O.S. & Y. RESILIENT SEAT VALVES OR AS APPROVED BY THE FIRE DEPT. "�- (5 REQUIRED) 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE 90' FLANGED BEND RODS ON D.I.P. RISER 8, PROTECTION USES AND BLACK FOR ALL OTHER USES. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S 1yy MIN. CONNECTION POINT TO THE MAIN. 36" MAX. FINISHED GRADE 9. OVAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 90 MJ BEND (2 REQUIRED) 10, DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INUNE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE AND AS APPROVED BY THE UTILITIES DIRECTOR. TO SERVICE ADJUSTABLE PIPE THRUST COLLAR RODDED TO SUPPORT STANDS 90' BEND OR TOTALLY RESTRAINED AS REQUIRED BY THE CITY DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED, 34" HOSEBIBS 12" TO 30" ABOVE W/VACUUM BREAKER 2" SCHD. 60 PVC.- GRADE 2' SCHO. 80 PVC _ PRESSURE GAUGE DOUBLE STRAP SADDLE 2" CORP. STOP 2" CORP. STOP EXISTING o o NEW WATER LINE WATER LINE -.� FLOW - TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION W W _ W 7 d 1� T yOt �1 yy zy S J W Z �I MyT m>3 TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FIG. 505 CORP4"CA MARK WITH WOOD STOPINTED IDENTI- L COLOR & TH LOT NUM- RS OP ZTE 3) a 1j W Noc MAXTING 3s MTEBOX AND WATER METER UP TO 2" (BY CITY OF SANFORD) SINGLE SERVICE CORPORATION Y_ BRANCH STOP (1" MIN.) FITTING 0. x 3/4" x 3/4") CURB STOP W 2 EA, z a 3 TUBING PROPERTY (1" MIN.) LINE INDIVIDUAL METER BOXES & WATER METERS UP TO 2" (BY CITY OF SANFORD) DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER LOCATING WIRE FEBCO 810 DOUBLE CHECK do FITTING (NORMALLY OPEN) TUBING VALVE NOTES: ONLY)ETHYLENE I. ALL FITFINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED LOCATING WIRE ALONG APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A MAIN (SPLICE SERVICE 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE WIRE TO MAIN WIRE) NUMBER OF THE LOT($) TO BE SERVED, 4. METERS 1-1/2" AND URGER SHALL REQUIRE F.D.E,P. PERMITS. 30' - 45. FORD Y202 S. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING, 6 POTABLE WATER VPOLYETHYLENEETUBINCED BLUE (COPPER) OR USE METER BLUE COLORED CTS AWWA TYPE CC THREADS FORD CURB STOP SV92-323W WATER MAIN TYPE "KSADDLE COPPER FLEXIBLE SADDLE LE WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (1" MIN) CITY OF SANFORD MAY 1997 FIG. 405- I PVB DEVICE NOT REQUIRED WHERE RECLAIMED WATER 15 UTILIZED) R SCHEDULE 40 GALVANIZED RESILIENT SEATED BALL VALVES PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS. DIELECTRIC UNIONS SHALL BE USED. METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. 12" MINIMUM ABOVE 12" TO 30" THE HIGHEST OUTLET 4" TO 6 I ABOVE GRADE CURB POP-UP SPRINKLER HEAD METER SHUT OFF VALVE` CURB STOP -f- COPPER SERVICE APPLIES ONLY IF IRRIGATION METER HAS SEPERATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION, WATER MAIN M Ir w�j p > z Ulm } TYPICAL COMMERCIAL RECLAIM WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FIG. 506 NOTES: 1. PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THERE CAN BE BACKSIPHONAGE. 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM OF THE METER AND DEVICE. 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4. FREEZE PROTECTION SHALL BE ADDRESSED, IRRIGATION META AND PRESSURE VACUUM BREAKER BACKFLOW PREVENTER CITY OF SANFORD MAY 1997 FIG. 502 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. # UTILITY STANDARD DETAILS DATE APPROVED �DET003� f -Y, CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 (407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Irate: July 30, 1999 Business Address 241Piro��d �. Business .['lame: Adam's Truss Ph. Contractor: Tucker Construction Ph. (941) 299-4444 Reviewed [ J Reviewed with comment [ Rejected Reviewed by:.Bart Wright, Fire Protection Inspector 1.1 Application —New building (1994 LSC) 1.2 Mixed - N/A Occ. Cliap. 28 1.3 Special Definitions - N/A 1.4 Classification — Industrial (chapter 28) 1.5 Classification of Hazard of Contents - Ordinary y � '1'.6�Iifa"°itri��t� Construction � I�/���applica�.t s�[bj�'�tttecl�tylie�I�VB'CCI, typ�e�II (OOO��N�I' 1.7 Occupant Load —> 1/100 sq. It. or maximum It of persons necessary for operation 2.2 Means of Egress Components - U.K. 2.3 Capacity of Egress - O.K. 2.4 Number of Exits - O.K. 2.5 Arrangement of Egress - O.K. 2.6 Travel Distance - O.K. 1 1 - " I 2.7 .Discharge from Exits - O.K. 2.8 Illumination of Means of Egress - O.K. 2.9 Emergency Lighting — O.K. 2,10 Marking of Means of Egress - U.K.; will field verify 2.11 Special Features — N/N 3.1 Protection of Vertical Openings — N/N 3.? Protection from Hazards — N/A 3.3 Interior Finish - Class "C" -"A!I JJ 3 fib �1. xrr i Can nui �%ains S j%s ei s� i cju roc 3.5 Extinguishing Requirements — N/A 3.6 Corridors - N/A - 4 Special Provisions - None noted 5 Building Services - No comment 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Monitoring: Other: NITA 1 3-5.1 Fire Lanes — N/R 3-6. t Key Box -- Required; will field verify 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify � � �.2 ,. .. .. � <, ,.. ., .. t 7 r r � r �� > � f + f f �r�y. f 1, } f { .. .: .. a :. 1. .e: .,. , .r ... ..., .+ , ... :; r ,.♦,F .1. e ,. ...f,. ., f n: v. .. } ., '.a... a ,., ,.., r ,rt• ,:,,. :.� . ,..; .. .. -:.,. .. r.. ... , ..: .:::.: . 'J ... ,: r. _.., ...;: ._. ., .. .._. ., ,. ...5 .. ,. .: a-. o 2 ... ... ....... .... .. <. .. .. _.._.. :. ...... ., ...,... .... _. a .... ,. .. ....:.:.. .... ...:. ::....� .,(..,..r x ...: .. .... ...... . n. r..r. ...., .. ..._.. .. .....r n ., ..x. «rS .. .. ... .. r .,... .., :. f ... . ,, .. .., t.s: v... o.7777,77a... w :... .... ,.. `<s .. ... .� .. ".t ._. 11� 270' 0" NOR--H AY Assembly Builcling Floor / Electrical Plan 1/16' = i'-0' THESE PLANS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES ' CURRENTLY ADOPTED AND ENFORCED. I ALSO CERTIFY THAT STRUCTURr D ON THESE NFORCES PROVIDE L ELEMENTS PTHEEWIND ARESISTANCE CENTER BAY ADEQUATE TO LOADS AND SPECIFIED BY CURRENT CODE PROVISIONS, BUILDING CODE EDITION USED 1997 SBCCI BUILDING DESIGN IS ENCLOSED 250'X 270' BUILDING HEIGHT 18'WIND SPEED USED IN BUILDING DESIGN 100 MPH AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 21,50 PSF IMPORTANCE OF SOUTH BAY USE FACTOR 1,0 ASSUMED SOIL BEARING PRESSURE 2,500 PSF MWLF LOADS ARE TRANSFERRED TO THE FOUNDATION THROUGH X BRACING, AND STATIC CONNECTIONS, KEY PLAN F---®- TO PC XFMR 277 480 3 PHASE 4 WIRE #12 600 11 �200A 1200A 1110A 1110A 190A �90A 1100A SP V SP ISP PPI LP1 T1 T2 277/ 277/ 75KVA 75KVA 480 480 35 HP 35 HP 50 HP CORD WEB AIR LVPI LVP2 SAW SAW COMP. 120 / 120 / 208 208 PNL AIC ` LP1 ' 18K AMPS ' 200 ' MLO MOUNTED " SURFACE VOLT ' 277 480 PHASE 3 CKT BKR I POLE I A PHASE I B PHASE I C PHASE I LOCATION 1 1 1 20 1 3297 1 - I - I ROW 1 WEST 3 1 1 20 1 - 1 3297 1 - I ROW 1 EAST 5 1 1 20 1 - I - 1 3297 1 ROW 2 WEST "1 1 1 20 1 3297 1 - I - I ROW 2 EAST 9 1 1 20 1 - 1 3297 1 - I ROW 3 WEST 11 1 1 20 1 - I - 1 3297 1 ROW 3 EAST 13 1 1 20 1 3297 1 - I - I ROW 7 WEST 15 1 1 20 1 - 1 3297 1 - I ROW 7 EAST 1'/ 1 1 20 1 - i - 1 3297 1 ROW 8 WEST 19 1 1 20 1 3297 1 - I - I ROW 8 EAST 21 1 1 20 1 - 1 3297 1 - I ROW 9 WEST 23 1 1 20 1 - I - 1 3297 1 ROW 9 EAST 1 1 1 - 1 P 1 1 1 39 41 2 1 1 20 1 3297 1 - I - I ROW 4 WEST 4 1 1 20 1 - 1 3297 1 - I ROW 4 EAST 6 1( 20 - I - 1 3297 1 ROW 5 WEST 8 1 I 20: I 3297 1 - I - I ROW 5 EAST 10 1 1, 20 I - 1 3297 1 - I ROW 6 WEST 12 1 1 20 1 - I - ( 3297 1 ROW 6 EATS 14 1 .I. 20 1 3297 1 - I - I ROW 10 WEST 16 1 1 2A 1 - 1 3297 1 - I ROW 10 EAST 18 1 1 20 1 - I - 1 3297 1 ROW 11 WEST 20 1 I 20 1 3297 1 - I - I ROW 11 EAST 22 1. 1 20 1 - 1 3297 1 - I ROW 12 WEST 24 1 1 20 1 - I - 1 3297 1 ROW 12 EAST 26 1 1 20 1 1850 I - I - 1 EXIT & EMERGENCY LIGHTS 28 1 I - ! I - I 30 1 1 20 1 - 1 - 1 3297 1 PARKING LOT POLES 32 1 1 20 1 1880 1 - I - I LUMBER STORAGE LIGHTS 34 1 1 20 1 - 1 1880 1 - ( WEST WALL PACKS 3.6 1 1 20 1 - 1 - 1 2350 1 EAST WALL PACKS 38 1 40 1 42 1 1 TOTAL WATTS PHASE AMPS 30106 109 28256 102 32023 116 ® 400w Ceil Mount +— Wall mount exterior ® Wall/Cell Mount fluor FEEDER FRAME SIZE OVERCURRENT LOAD PHASE A PHASE B PHASE C I 2-3" 4-350MCM 600 600 MDP 2 2"-443/0,1-#6 200 200 PPI 92 92 92 3 2"-443/0,146 200 200 LP1 109 102 116 4 11/4"-3-93,14#8 200 110 T1 90 90 90 5 11/4"-343,148 200 110 T2 90 90 90 6 11/4"-344,148 100 90 CHORD SAW 55 55 55 7 11/4"-344,148 100 90 WEB SAW 55 55 55 8 11/4'-344,148 100 100 AIR COMP 65 65 65 9 100 SPACE 10 400 SPACE 11 400 SPACE 12 400 SPACE 13 14 15 16 17 18 19 20 21 2/0 GROUND TOTAL CONNECTED LOAD 5 6 9 $03 TOTAL CONNECTED WATTS 154012 152073 155.051 50% 20000 20000 2O0U0 40% 80000 80000 80000 277/480 VOLT 3 PHASE 4 WIRE 30% 18203.E 15621.9 18785,3 116,204 115,622 116,785 SERVICE SIZE 600 WATTS 420 417 422 AMPS CT METER 11 FPL TRANSFORMER PNL AIC ` PPI • 18K AMPS 200 • MLO MOUNTED ` SURFACE VOLT ' 277 400 PHASE 3 CKT BKR I POLE I A PHASE I B PHASE I C PHASE I LOCATION 1 20 f 3 1 3050 1 - I - I SCRAP CONVEYOR 3 " I` I - I 3050 1 - I SCRAP CONVEYOR 5 ` I` I - I - 1 3050 1 SCRAP CONVEYOR 7 30 1 3 1 38718 1 - I - 1 FLOOR TRUSS PRESS 1 3878 1 - I FLOOR TRUSS PRESS 11 i ` I - I - 1 3878 1 FLOOR TRUSS PRESS 13 30 1 3 1 3878 1 - I - I FINISH PRESS 01 15 ` ) i - 1 3878 1 - i FINISH PRESS 01 17 ` I ` I - 1 - 1 3878 1 FINISH PRESS 91 19 30 1 3 1 3878 1 - I - I FINISH PRESS 02 21 I I - 1 38.76 1 - I FINISH PRESS #2 23 • I I - I - 1 3878 1 FINISH PRESS 62 45 27 29 31 33 35 37 39 1 1 - I I - ! 41 1 1 l 20 1 3 1 3050 1 - I - ( JACK PRESS 4 ` 1 1 - 1 3050 1 - f JACK PRESS 6 ` 1' 1 - I - 1 3050 1 JACK PRESS 81 30 1 3 1 3878 1 - I - I GANTRY PRESS 01 10 ' I ` I - I 3878 I - I GANTRY PRESS 01 12 " I I - I - 1 3678 1 GANTRY PRESS 01 14 30 1 3 1 3878 1 - I I GANTRY PRESS #2 16 ` I I - 1 38.10 1 - 1 GANTRY PRESS 02 18 ( ` I I - 1 3878 1 GANTRY PRESS #2. 20 22 24 26 28 30 32 34 36 38 40 1 1 42 1 1 - I - I I TOTAL WATTS PHASE AMPS 25490 92 25490 92 25490 92 PNL AIC + LVP2 + 10K AMPS • 200 ' MCB ` MOUNTED • SURFACE VOLT ` 120 280 PHASE 3 CKT 8KR 1 POLE I A PHASE I B PHASE I C PHASE I LOCATION 1 20 1 1 1 1176 1 - I - 1 SAW DEPARTMENT FAN 11"1 3 20 1 1 1 - 1 1176 1 - I SAW DEPARTMENT FAN 08 5 20 1 1 1 - I - 1 1176 1 PRODUCTION AREA FAN 01 7 20 1 1 1 1176 1 — 1 - 1 PRODUCTION AREA FAN 02 9 20 1 1 1 - 1 1176 1 - I PRODUCTION AREA FAN 03 11 20 1 1 1 - 1 - 1 1176 1 PRODUCTION AREA FAN # 13 50 1 3 1 2905 1 - I - I SPLICER 15 • I ` I - 1 2905 1 - I SPLICER 17 • I + I - 1 - 1 2905 1 SPLICER 19 30 1 3 1 2000 1 - I - I OUTFEED ROLLERS 41 21 ` 1 " I - I 2000 1 - 1 OUTFEED ROLLERS #2 23 ` I ` I - I - 1 2000 1 OUTFEED ROLLERS 03 25 40 1 2 1 3400 1 - I - I A/C UNIT 27 + 1 ` ( - I 3400 1 - I A/C UNIT 29 30 1 2 t - I - 1 5000 1 HEAT STRIP A/H 31 ` 1 • 1 5000 1 - I - I HEAT STRIP A/H 33 20 1 1 1 - 1 1250 1 - I RECEPTACLES 35 20 1 1 I - 1 - 1 1250 1 RECEPTACLES 37 20 1 1 1 1250 1 - t - I RECEPTACLES 39 41 2 20 1 1 1 1176 1 - ( - I PRODUCTION AREA FA t1 05 4 20 1 1 1 - 1 1176 1 - ► PRODUCTION AREA FAN 4 6 6 20 1 1 1 - I - 1 1176 1 PRODUCTION AREA FAN #7 0 20 1 1 1 1176 1 - ( - I PRODUCTION AREA FAN #0 10 20 1 1 1 - 1 1176 1 - I PRODUCTION AREA FAN #9 12 20 1 1 1 - I - 1 1176 1 PRODUCTION AREA FAN 110 14 20 1 1 1 1176 1 - I • - I PRODUCTION AREA FAN 411 16 30 1 3 1 - 1 2000 1 - I OUTFEED ROLLERS 02 18 ` I ` I - I - 1 2000 1 OUTFEED ROLLERS 43 20 " I ' 1 2000 1 - I - I OUTFEED ROLLERS 04 22 30 1 2 1 - 1 4500 1 - I WATER HEATER 24 ` I I - I - 1 4500 1 WAFER HEATER 2620 1 1 1 1400 1 - I - I.OFFICE & BREAK RM LIGHTS 28 20 1 1 1 - I 400 I - 1 STORAGE & BATH RM LIGHTS 30 20 1 1 1 - I - i 1250 1 OFFICE & BREAK RM RECEP 32 20 1 1 1 1250 1 - I - I STORAGE & BATH RM RECEP 34 20 1 1 1 - 1 1250 1 - I RECEPTACLES 36 20 1 1 1 - I - I 1250 1 RECEPTACLES 38 40 TOTAL WATTS P1U1SE AMPS 25085 209 23409 195 24059 207 600 AMP 480 V 3 PHASE MAIN PANEL 1 3/0 GROUND 2-4' PVC W/ 4-350 MCM THHN 3X20 COPPER RODS COLD WATER PIPE PNL AIC + LVP1 + lox AMPS ` 200 ` MC 13 ` MOUNTED ' SURFACE VOLT ` 1257238 PHASE 3 CKT BKR I P312 I A PHASE I B PHASE I C PHASE I LOCATION 1 15 1 3 1 900 1 - I - I INCLINE 3 ' I` I - 1 900 1 - I INCLINE 5 " I ` I - I - 1 900 1 INCLINE 7 30 1 3 1 2000 1 - I - F LIVE DECK 9 f ` l - I. 2000 1 - I LIVE DECK 11 ► ` 1 - f - 1 2000 1 LIVE DECK 13 20 1 3 I 1276 1 - I - i LUMBER TRAIN 15 ` ( ' I - 1 1270 1 - I LUMBER TRAIN 17 • I I - I - 1 1270 1 LUMBER TRAIN 19 50 1 3 1 2905 1 - I - I JACK ROLLER PRESS 21 ( + I - 1 2905 1 - I JACK ROLLER PRESS 23 " I { I - I - 1 2905 1 JACK ROLLER PRESS 25 30 1 3 1 2000 1 - I - I JACK RADIAL SAW #1 27 I ` I - 1 2000 1. - I JACK RADIAL .SAW 41 29 ` I I - 1 - 1 2000 1 JACK RADIAL SAW #1 31 30 1 3 1 2000 1 - i - I JACK RADIAL SAW 92 33 ` 1 I - 1 2000 1 - I JACK RADIAL SAW 42 35 ' I ` ( - I - ( 2000 1 JACK RADIAL SAW #2 37 39- 41 2 30 1 3 1 2000 1 - I - I RADIAL SAW 91 4 I" I - 1 2000 1 - I RADIAL SAW 41 6 1` I - I - 1 2000 1 RADIAL SAW 41 0 30 1 3 1 2000 1 - I - I RADIAL SAW 02 10 + ( ' ( 1 2000 1 - ( RADIAL SAW 92 12 • I ` I y I - 1 2000 1 RADIAL SAW #2 14 50 1 3 1 2905 ► - I - I SPEED CUT #1 16 ` 1 ` I - 1 2905 1 - 1 SPEED CUT 01 18 " I I - I - 1 2905 1 SPEED CUT 01 20 50 1 3 1 2905 1 - I - 1 SPEED CUT #2 22 ` I I - 1 2905 1 - I SPEED CUT 92 24 1 2905 1 SPEED CU'1 #2 26 20 1 1 1 1176 1 - I - 1 SAW DEPARTMENT FAN 4 1 28 20 1 1 1 - 1 1176 1 - I SAW DEPARTMENT E'A11 2 30 20 1 1 1 - I - 1 1176 1 SAW DEPARTMENT FAN #3 32 20 I 1 1 1176 1 - I - I SAW DEPARTMENT FAN 04 34 20 1 1 1 - 1 1176 1 - I SAW DEPARTMENT FAN 95 36 20 1 1 1 - I - 1 _ 1176 1 SAW DEPARTMENT FAN.96 40 42 TOTAL WATTS PHASE AMPS 23237 194 23237 194 23237 194 PNL AIC ` OFFI ' 10K AMPS ' 200 ` MCA + MOUNTED ` SURFACE VOLT ` 120/209 PHASE 3 CKT BKR I POLE I A PHASE •) B PHASE, { C PHASE I LOCATION 1 20 1 1 1 1820 1 - I - 1 LIGHTS 3 20 1 1 1 - 1 1620 1 - 1 LIG 1'PS 5 20 1 1 1 - I - 1 1820 .I LIGHTS 1 20 1 1 1 850 1 - I - I EXIT & EMERGENCY LIGHT 9 40 1 2 1 - 1 229 1 - f WJC UNIT 11 " I ` I - i - 1 2245 1 A/C UNIT 13 20 1 1 ( 1250 1 - f - I RECEPTACLE 15 20 1 1 1 - 1 1250 1 - I MICROWAVE 17 20 I 1 I - I - ! 1250 1 RECEPTACLE 29 20 1 1 I 1600 I - I - I LIGHTS 21 20 1 1 1 t 1250 1 - I RECEPTACLE 231 20 1 1 1 - 1 - 1 1600 I LIGHTS 25 1 1 1 - I - 1 27 1 29 31 33 35 37 39 41 2 20 1 1 1 1250 1 - I - I RECEPTACLE 4 20 1 1 1 - 1 1250 1 - I RECEPTACLE 6 20 1 1 1 - I - 1 1250 1 RECEPTACLE 8 30 1 2 1 4500 1 - I - I WATER HEATER 10 _ '' 1 ` ( - I 4500 I WATER HEATER 12 30 1 2 1 - I - 1 5000 1 HEAT STRIPS 14 ` 1 + i 5000 - ( - I HEAT STRIPS 16 ?.0 1 1 ( - 1 850 t - I REFRIGERATOR 18 20 ► 1 I - I - I 956 1 WATER COOLER 20 1 1 1 - f 1250 1 - ( RECEPTACLE 20 1 1 1 - I -I 125URECEPTACLE r 1 1 20 1 1 1 - f 1600 1 -I LIGHTS 20 1 1 1 - I - I 1600 1 LIGHTS 32 1 34 36 1 I - I - i I 40 42 TOTAL WATTS PHASE AMPS 16270 136 16015 133 16865 141 13 i ¢L 3 • n r .. :t ,. .., : '� _ .:. .. , ... .. .r .....» ... «.. _. ., .. .,. <. __ t. ....... ,r. ..e. ... .. .... .J .. ..., 4♦. a. .. .a. , ♦v ,..o c� 1 t s , .. _.r � 1 _ _ , .. _ __n .,. ._ .r a , a. _ _R e wpm W d f I 0 Q W— oo L)N J 0= `w' o � -ate„ Ui � F cow>O f m F � 0 U > 8 Zwo"zZ'Qz r w 4fJ h}- W p Z UO w °J.a.,i 0 �� r a... 'v -+• [ r �r ,a° CB — p o Z . p _i to - 4 a' d .44 7 <-W 2 !- P 1 =3 -� a,W0- N 7 t:_ F O ` % a i WUz'.uZLL O(�az' 2UOSQs W O� LL LL I-QUF Ud�p G , P •cam +�1 tM LU 23 mc T 8-- r i I