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HomeMy WebLinkAbout700 Aero Ln 92-877 Plans news construction Aero Products��A �'� i 4 t 8" �yo y2� REGRADE EXISTING SWALE Q 311 _ , �. I I� � I I EXIST. 3Q" CMP I �� - 70 REMAIN REGRADE EXISTING SWALE I 1-i=1T( TTT�T1=-Tf-iTT- ' INV. E) 26.60 EXIST. 24" RCP J INV. �W) 26.40 TO BE RELOCATED ( 1 INV. (E 27.54 EXIST. WIRE FENCE TO IBE REMOVED I Z 26.93 27.24 INV. (W) 27.44 I RI-1 ZONING 27.93 za.t'3 INV. S 29.20 x Z t+) EXIST 15" CMP CONCRETE FLUME DETAIL x VACANT INV. �N� 29.10 I W to IN BE REMOVED � C I INV. (E) 29.18 zx WETT LANE x Y ,max i l o y�? yip 502 INV. (w) 28.72 x x x x �1 .... -..... ....�. ...... .....� �...�. �...� .�.. �- x xx x'O • �r rr 30.50 0 0 - ... �. ..._..._....�. - _^ _S33" E _ �59._1Q- 1" ASPHALT (TYPE I OR TYPE III) a 29.95 �30.50� /%^- _ �� _ - 30.20 30.30 0 30�40 \ 1 - 30.50 32.00 6" LIMEROCK BASE (95% MAX: -DENSITY) Z2. �19 �- ___ -x� �►- T' \ - -. - _.- `n B k / - - - - 3S' - - - - - - �h �16 AL � � D ITIONAL R-0- 6" STABILIZED SUBGRADE (50 p.s.l. F.B.V.) 38 LF 18 RCP 0 0.79% PARKING LOT SECTION ------ 40 3) 31.40 I OUTFALL STRUCTURE - - - - - - - - - - - - TOP ELEV. 30.25 1 p 710 12 5 12 5 12 10 ' I 31 ` WEIR CREST ELEV. 28.30 i INV. (18" CMP) 26.40 30.70 6 6 b. � 5g 5" CONCRETE (3000 psi) INV. OM U.D.) 26.40 ,/ 31.ts 6"x 16"VERT. CURB 32.00 31.ss 32.23-� I J / BOTTOM ELEV. 26.40 30.60 / WITH 6x6:10/10 W.W.M. 6" STABLIZATION (95% DENSITY, 50 psi FBV) U-TYPE ENDWALL I I ! 3o.9s 32.00 WITH BAFFLES I I / i �- 10 LF 6 U.D. ® 1.00% 32.00 I INV. 26.70 I o f V.V.R.S. SEE 30.82 140.00 32.11 II / / DETAIL SH. 3 31.20 40 18 I 35 20 5 o OFFICE o PARKING 0 SECTION I o + ALTERNATEL T i 0 7,00o SQ.FT. 0 I FIN. FL. ELEV. 32.75 � I I I t 31.37 � + 7 I I - 140.00 1 L31 100.00 30.68 31.07 .500 cD c� I I I 32.61 0 STORAGE oo 10,000 SQ.FT. o o I < I 31.3s FIN. FL. ELEV. 32.75 f 32.66 1/8" ALUM. SKIMMER I TOP ELEV. 30.75 I I VARIES TOP ELEV. 30.25 BOTTOM ELEV. 27,75 I 31.65 I I I aR 3t.36 H.P. 32.80 o 32.60 I WEIR CREST ELEV. 28.•75 I 50.00 I I Io BOTTOM ELEV. 27.50 1 w U I " INV. 15" CMP 26.40 6 U.D. NV. 26.40 RI-1 ZONING I I Y VACANT I �z o a � 00 w Lo 0 0 OUTFALL STRUCTURE i W W� 32.45 co N.T.S. 0.00.T. TYPE 'C' INLET- INDEX 232 ( U o I A Z 32.65 Z N �1' I T FIN. FL. ELEV. 32.75 ,> z � 40 18 I PROPERTY LINE 40 18 12 I N� 0 ASSEMBLY AREA o I o Sri o � 20,000 SQ.FT. o 12 4 4 ( $ I I b o zo � • FIN. FL. ELEV. 32.75 o I RI-1 ZONING 16t 1� J� I N cn V) 0 J I I VACANT g2 g0 �� p0 I Lo w F 0 w ------------------------------ -- _ a a ,,� Z 50 ----------�EXISTING z GRADEREGA� 30,02 � �. SECTION A I 32.65 32.44 I� EX ST NDG DITCH 50.00 H.P. J SCALE 1'=10' l I 32.65 32.24 I 31.89 0 o J Lo t_ WHEELSTOP 31.84 J PAVEMENT 5' 6 7 6' 3 PROP. R/W'LINE 3tJ9 32.65 32.65 I 00.00 29.36 3. 1 3-•� 31 � ,Le,� ,�� 2 J 1� '. 50 x� � •I RETENTION POND C i 18 TOP ELEV. 30.50 J o DETAIL AREA SHOP OFFICE/EMPLOYEE LOUNGE o BOTTOM ELEV. 28.50 ( J 0 o 10,000 SQ.FT. 10000 SQ.FT. o DESIGN HIGH WATER ELEV. 29.85 o FIN. FL. ELEV. 32.75 FIN. FL. ELEV. 32.75 0 SECTION B SCALE 1'=10' 32.65 --- / o __-31-- r31.29 100.0 100.00 50 s�41 30.97 32.65 20 PROP, R W 30 EXIST. R W I I f --- - -- _- -31- -~ 31.15 13 EXIST. GRADE I 30.70 L - - _ �o� y�� I I 3 CONC. FLUME .._. _--- - - - > --- I . 29.40 3050 29.6t 29.81 D 30.35 30.01 30.21 30.41 DI PROP. SWALE 1' DEEP \"� I I 30.90 30.50 (� EXIST. 12" RCP TO REMAIN EXIST. DITCH BOTTOM 28.00 INV. N) 28.70 PROP. DITCH BOTTOM 27.21 10x INV. �S) 28.50 30.50 6 SECTION C �, � �16 �,�- yp SCALE 1 "=10,- -----y,9 x S 89'52'02" E 658.78 RI-1 ZONING S2 EXIST. 18" RCP VACANT I I TO REMAIN INV. E) 27.27 10 INV. (W) 27.23 36.57 20' MAINTENANCE BERM 9' 37' 9' 0.5 EXISTING DRAINAGE DITCH - RETENTION POND TOP ELEV. 30.50BOTTOM yo 1.93- PROPERTY. LINE �05 DESIGN HIGHELEV. WATER7.50 29.51 �o REVISIONS ENGINEERING DESIGN It 3, 1 SECTION D NO, DATE BY P.O. BOX 520695 - r 3 LONGNOOD, FLORIDA 32752-C SCALE 1'=10' 1. 4-24-91 J.B.N. (407) 699-4500 2. 5-23-91 J.B.N. DITCH BOTTOM 23.70 VARIES SECTION E 3. SCALE 1'-10' s t 11 4• ENGINEER: SALAHUDDIN A. SID 5. P.E• NO. 18089 CONST. 42 LF 12"x 18" RCP ® 0.33% M.E.S. INV. (E) 28.34 M.E.S. INV. (W) 28.20 GENERAL NOTES, 1. ALL LANDSCAPE AND RETENTI❑N POND AREAS TO BE SODDED, 2• ALL LANDSCAPE AREAS TO BE IRRIGATED BY AN AUT❑MAT'IC SPRINKLER SYSTEM. A IRRIGATION PLAN SHALL BE SUBIMITTED TO THE CITY OF SANF❑RD FOR APPROVAL PRI❑R TO INSTALLATI❑N• 3, PARKING LOT STRIPING SHALL BE F.D•❑•T• WHITE TRAFFIC RATED PAIN(, 4• 30' STOP SIGN SHALL BE OF HIGH INTENSITY REFLECT❑RIZED AS SPECIFIED IN THE MANUAL OF UNIF❑RM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 5. STOP BAR SHALL BE 24' WIDE, WHITE THERM❑PLASTIC AND LOCATED AS SHOWN ON SITE PLAN. 6• HANDICAP SYMBOL SHALL BE BLUE PAINT• 7, FIRE LANES SHALL BE F,D,❑,T• YELLOW TRAFFIC RATED PAINT, 8. 3 FT, AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL TREES AND SHRUBBERY. 9• ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 10• INSTALL 'N❑ TRESPASSING, C❑NSTRUCTI❑N SITE' SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 11, POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT, 12. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 1211) 13. ❑UTSIDE ST❑RGE AREA TO BE ENCLOSED WITH A 7' HIGH ❑PAGUE FENCE, THE MAX ❑UTSIDE STORAGE OF VEHICLES WILL NOT EXCEED 5, ALL VEHICLES UNDER C❑NSTRUCTI❑N WILL BE STORED INSIDE BAYS. 14• ALL DELIVERY TYPE VEHICLES, INCLUDING TRACTOR TRAILERS WILL UTILIZE THE SITE. 15• AUT❑MATIC FIRE SPRINKLERS ARE REQUIRED IN ALL BUILDINGS EXCEPT THE COVERED WORK AREA. WILL TIE IN. 16. WHEN WATER RECLAIM SYSTEM IS AVAILABLE PROPERTY OWNER SHALL CONNECT TO SYSTEM. 1200 GPD HAS BEEN CALCULATED FOR WASTE WATER TAKEBACK, 17• EXISTING S❑ILS ON SITE ARE IMM❑KALEE FINE SAND (IIM). 18• THE SEPTIC TANK SYSTEM IS PERMITTED THROUGH THE SEMIN❑LE COUNTY HEALTH DEPARTMENT AND WHEN THE CITY OF SANF❑RD'S SANITARY SYSTEM IS AVAILABLE, THE DEVELOPER WILL CONNECT TO THE CITY'S SYSTEM. 19• ALL UTILITY AND ROADWAY C❑NSTRUCTI❑N SHALL MEET CITY OF SANF❑RD STANDARDS. 20. DUMPSTERS SHALL BE VISUALLY SCREENED FROM RIGHT-❑F-WAY WITH BUILDING OR A 6' HIGH FENCE. N SCALE: 1 "=40' 0 10 M 30 40 1 SITE STATISTICAL DATA DESCRIPTI❑N SQ.FT, ACRES X OF SITE BUILDING AREA 60,750 1.395 14.8 COVERED WORK AREA 4,250 0.098 1.0 SIDEWALK AREA 100 0.002 0.1 PAVEMENT AREA 75,852 1.741 18.4 IMPERVI❑US AREA 140,952 3.236 34,2 LANDSCAPE AREA 270,927 6.219 65.8 SITE AREA 411,879 9.455 100.0 R/W DEDICATI❑N 13,182 0.303 TOTAL SITE AREA 425,061 9.758. t ATTACH FABRIC TO RIM WITH 71' NON -PHOTO SENSITIVE 25' 21• 2S' BUNDLE CLIPS 4" TOP ELEV. 3 0� zs SAND FILTER MATERIAL TO BE — F.D.O.T. 9.02-1:3:1 UNIF. COEF, 1.5 MIN. NOT GREATER THAN 4.0 PERFORATIONS EFF. SIZE 0,20MM TO 0,55MM 10" 4" 1/2 TO I" WAHED STONE POND BOTTOM ELEV, 27.507 — r 'TREVIRA 1140 ATER LINE EE LVE BACKFLOW PREVENT ANFORD SPECIFICATION LVE ION WELL 6' LONG PRECAST 11 CONCRETE BUMPER �6 EDGE OF PAVEMENT , iv � I 3.. J.1 1L I- C] t ..... (2) No. 5 DOWELL 3' LONG PRECAST BUMPER DETAIL N.T.S. LANDSCAPE LEGEND, LAURAL OAK (10' HT. - 2' CAL.). VIBURNUM HEDGES (24' HT, PLANTED 30' o/c), 0 INDICATES EXISTING TREES TO REMAIN. • INDICATES EXISTING TREES TO BE REMOVED, PARKING L❑T LIGHTING LEGEND, 10- INDICATES LUMINAIRE FROM BUILDING. MISC. SYMBOLS, 4— INDICATES HOSE BIB FROM BUILDING. N SCALE: 1 "= 40' 0 10 20 30 40 PARKING CALCULATION: MANUFACTURING: 1 SPACE PER PERSON REGULARLY EMPLOYED ON PREMISES ON LARGEST SHIFT 46 EMPLOYEE = 46 SPACES TOTAL SPACES PROVIDED = 65 SPACES �o i r S 30 29 w• 27 26 25 i I ; EXIST. PIPE EXIST. PIPE INV. S) 26.89 INV. �N� 26.34 26.20 I INV. (N) 26.66 I CONST. 10" x 16" TAPPING SLEEVE & VALVE PROPOSED LIGHT POLE CONST. 2305 LF 10" PVC WATER LINE (C-900) x x x x x x x x x x x 6% 12" FLUSH CURB i BEGIN CONST. STA. 15+52.08 I 26.95 EXIST. PAVEMENT SAW CUT AND MATCH EXISTING 2 x x x x — 10" PVC WATER LINE O PROPOSED LIGHT POLE 2� A �9 � B2 O — 11961. x -.. -- — p - ca _ y� n—T� — — —x� cs = _ x x — x x x — o IZ\ z6. g. g. e• a. x x EXIST. P.K. NAIL I \ '0 STA. 10+26.00 I 2a2 Lek 00 !n —— — — — — — — — — — _------ I� EXIST. DIRT ROAD 10 N �� x��9� �a, 2��x �9) zx ��— W ------ ----_ --- ----_ _ �_ __ �-- ^— _— � � L1• lEx i------------------------------- N--------------------o-----------� ILI — WLiJ �6� STA. 10+00.00 EDGE OF PAVEMENT I / I EXIST. P.K. NAIL I 2s.95 EXIST. 16" PVC WATER LINE I EXIST. 6 STUB —OUT STA. 14+70.80 EXIST. 15" RCP _�—�— INV. (S) 24.78 V 1 EXIST. FIRE HYDRANT RELOCATE EXISTING SWALE AS SHOWN 6% 12" FLUSH CURB --�� I / ' I I , I� I 1V I SCALE 1"=30' 32' KENNEL ROAD STA. 15+52.80 - STA. 18+00.00 N i W PROPOSED GRADE W (D m + 0.33% EXIST. GRADE r r 1 \ 11 11 \\ PROPO 3ED SWALE EXIST. 18" RCP \ ( AST SIDE) \ 27.76 1 1 �- 1 1 1 1 EXIST. 15" RCP \ EXIST. SWALE (EAST SI E) 1 I E IST. SWALE E ( ST SIDE ) ADE TO EXIST. PIPE I VERT ELEV. 2 .89 EXI 3T. 15" RCP — PROP. SWALE (WES r SIDE) cc cc c6 ii 14 15 16 17 30 29 28 SEASONAL HIGH ELEV. 27.40 27 26 25 "1 24 18 I! VERT. 1 "- 1' I HORZ 1" = 30' 1 t t FIFTH STREET CHECK DAM (TYP) 10" PVC WATER LINE PROPOSED LIGHT POLE PROPOSED LIGHT POLE STA. 20+26.00 6"x 12" FLUSH CURB ' C.L. THIRD SREEET PROPOSED LIGHT POLE 0 0 o 10" GATE VALVE 10" PVC WATER LINE H.P. 29.70 OI X 1 X'Lg 9 X yp� X yp X �p 6 X�p1 Q -;- X X X X ,Lb p 2g. X 29 X �. - - - - - -" X`Lg 6 X �p O X hp`L X �p S � x -5p� �- Q W W Zg �0 -bD 9• �W1.J7 1x 1X 5 0- xs 21 9Nc--� -- - c �p3E----- g 9 �p L yp n �p gp1 �1 W WW zLd (n J- g - - - - —L}--- _ r-- - - - N - -•- xti9' - - - .r- - x -bo. - - _'- .. x �02 - - - —x �p h z V) '«_ - - - -- �-- �"- - - - - Q H.P. 29.70 CHECK DAM (TYP) 6"x 12" FLUSH CURB EXIST. 18" CMP (TO BE REMOVED) INV. (S) 27 N) 26 FIFTH STREET "=30' SCALE 1 1 0� KENNEL ROAD STA. 18+ 00.00 -- STA. 26+ 00.00 34 34 33 32 31 30 we 28 SEASONAL. HIGH ELEV. 27.40 27 26 25 LL cc t, II II 200.0 ' V.C. PVI STA 4+00.00 - ELEV 30.76 Lr C, SAG/CREST iTA 24+61.29 PROPO E GRADE ELEV 30.70 LL n — 0. 8 — — ------ __ _ ---- PROPOSE GRADE 0.3 — — ----- % — ---- _ ---- — HECK DAM - ---- - -- -. _--- r � 29.93 29.26 CHECK DAM 29.68 l 28.59 ROPOSED SW E (WEST SIDE SHOWN) EXISTING GRADE _ — CHEC DAM 2a.7s PROPOS D SWALE (WE T SIDE SHOW ) - SEASON L HIGH 2137 28.09 27.76 n cy Or O ,, 0 21 22 23 24 25 33 32 31 30 SEASONAL HIGH ELEV. 29.00 29 _ 27 26 n 25 26 I. RT. 1" = 1' HORZ. 1" = 30' REMOVED EXIST. 12" VCP 10" PVC WATER LINE INV. S 28.35 6"x 12" FLUSH CURB (TYP) — INV. �N� 28.30 PROPOSED LIGHT POLE •y0� ,yg1 .jp�� • I ( REMOVED EXIST. 15" VCP INV. (E) 28.10 PROPOSED LIGHT POLE PROPOSED LIGHT POLE CHECK DAM (TYP) Q PROPOSED LIGHT POLE I INV. (N) 27.90 10'PVC WATERLINE �10 0 10" GATE VALVE 0 O O9 �1� �1----- ------x�1------- ---x�------- �p. _ _ _ — — x— — — —;E + _ --__ -- -- _ --_ y I I �16 N (� _ — x'y°y 'y°� .._ _ — ----fix— _. ____ ____ _ — — —_ 1-�E-- — •y1� 1— "51,y x LJ ,`x I I �1• ' -- X x g X y1 • y1. Q W X )E — X— ° '1 V) W W _.— •y1 � O� �p'1 — .yp? 'S1• — -- g 1 y I I r x x x I i � I I 55 LF 12"x 18" RCP ®1.82% I I M.E.S. INV. E) 28.10 M.E.S. INV. �W) 27.10 CHECK DAM (TYP) I I I 6% 12" FLUSH CURB (TYP) I I SEE SHEET 2 FOR PIPE CROSSING LI I II I II I I 6"x12" FLUSH CURB � I I —..._-- --28.13 _ SCALE 1 "=30' I t I I I I I II I I II( KENNEL ROAD STA. 26+ 00. 0.0 -- 344 00. 00 35 34 33 32 31 30 SEASONAL HIGH ELEV. 29.00 29 28 27 26 0 10"x 8" TEE 10" G.V. 8" G. V. 8" PLUG REMOVE EXIST. 18" CMP INV. (S) 29.20 — — INV. N) 29-10 8" PVC WATER LINE END OF CONSTRUCTION STA. 34+65.15 ELEV. 29.91 — 25'— 6" STABILIZED TRANSITION TO DIRT ROAD Z 0 F 0 �� 0 :> IJ IW M N ... - EXISTINGGRADE —0.087, PROPOSED S ALE 2s.5a CHE K DAM 25 LF 6" SEASONAL ELEV. STABILIZED TRANSITION TO EXISTING DIRT ROAD — — — — --�--- _ ^ -- 30.02 ----- -- — _ _ — T 29.86 ---- HIGH 29.00 F-- w �Ln a. + o M. cr CHE 29.52 K DAM ( CHE K DAM PROPOSED GRADE SEASON L HIGH 29.�0 CHE K DAM zs.54 5" RCP INV. 28.20 28.13 w� tj 2s.3s 2s.zo PROPOS D 12"x 18"R P acy a cl 0 cp r� �, )F ,DUCTS 35 34 %A, 32 Q 30 29 m • 27 35 VER T. 1 " . HORZ. 1" 30' 4" SOLID WHITESTRIPE CONSTRUCT LEFT TURN LANE Qy x---------------------- ---------------.----.)�6�0---- — — — _ — — _ — ---- --- ----------- -- — _— _— — -- --- --->E26_ _ - - —_— _ _---------- — 11 26 x--- — — — u26@o - — — - -- 210' TAPER � 165' STORAGE e 26 --------6X---------------------- ti ------------- ry----aE26-- --- TC 26.44 q6• . G 26.30 ?`�9 EXIST. CURB TO BE REMOVED WHITE THERMOPLASTIC ARROWS 26.04 4" SOLID YELLOW EDGE LINE TC 27.78 �27.6525 �1.5 G 266 00 6x 25.93 REGRADE EXIST. SWALE 15'R ---- — _ — — — — -- — �— — — — TC 9.EXIST. " �.1-- G 9.06 06 TC 28.92 2 CONCRETE CURB STATE ROAD 46 Z"'_ - - TC 29.43 G 29.04 --�— ---- T _' -_ ---'— gg'I ------- ZBbD yg�1 _ — — — — — _ _— —..------------------X----------------- ----*—----- T-- -^1 gig X 2g5X / EXISTING STOP BAR EXISTING STOP SIGN \t Tg- °I NOTE: ROAD STRIPING SHALL COMPLY WITH D.O.T. REGUAATIONS AND D.O.T. CONECTiON PERMIT. EXISTING TURN LANE2�g2Q I O I STATE ROAD 46 RIGHT--OF-WAY IMPROVEMENTS I LEFT TURN LANE l L1.1 I z i w I N I Y I SCALE: 1"=30' 0 10 20 30 FIGURE N-5 STE(E.F 1� LIGHT _STANDARD ALUM 'ARM ` (2AWG) VARIES �,, (,malt-zi CONCRETE POLE is U.) •a . .4 N . 0 O� n 1 �t VARIES, AS REQUIRED _ •• t . � 8Y STREET DEPT. I ASPHALT • ,.-j PAVEIAEUT LIMERGCK� colic R LIT I , SUB -BASE ROAD`NAY SECTION (TYP.) 1. Street lint spacing snail not exceed 300' and shall be located according to acceptable engineering practices. 2. Pole location and arm length are to be coordinated with pavement cross-section. _ 3. 'Dimensions shown are minimums. 50 25 25 MATCH EXIST. PAVEMENT AND CROSS —SLOPE 6' SHOULDER 13 12 12 13 12 STABILIZED 8 5 5 8 CENTERLINE WEST BOUND LANE PROPOSED SWALE 4 0.5 6"x 12" FLUSH CURB 0.5 1/4"/FT. I t/4"/FT. — - — — — — — — — — 1/4'/FT. T� ----^'—_--- — 1 {•.-- 1 EXISTING SWALE 3" TYPE S-1 ASPHALTIC CONCRETE 10" LIMEROCK BASE COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 1 1/2" TYPE S-1 ASPHALTIC CONCRETE NOTE: SOD ALL DISTURBED AREAS ASPHALTIC PRIME COAT APPLIED AT 0.15 GAL./SQ.YD. 8" SOIL CEMENT BASE COURSE COMPACTED TO 12" STABILIZED SUBGRADE COMPACTED TO 95% MAX. 95% MAX. DENSITY (AASHTO T-134) DENSITY (AASHTO T-180) LBR 40 ASPHALTIC PRIME COAT APPLIED AT 0.15 GAL./SQ.YD. OR 8" LIMEROCK COMPACTED TO 95% DENSITY. 12" SUBGRADE COMPACTED TO 957. MAX. DENSITY AA (AASHTO T-180) SECTION ECTION N OR 12" STABILIZED SUBGRADE 75 psI F.B.V. STATE ROAD 46 LEFT TURN LANE TYPICAL ROADWAY SECTION N.T.S. 4 REVISIONS ENGINEERING DESIGN INC. PROJECT NUMBER NO. DATE BY P.O. BOX 520695 AERO PRODUCTS LONGWOOD, FLORIDA 32752-0695 90 — 59 1. 4-24-91 J.B.N. (407) 699-4500 SCALE TYPICAL SECTIONS AND DETAILS 1 "= 20' 2. 5-23-91 J.B.N. LEFT TURN LANE - STATE ROAD 46 DATE 3. 6-20-91 J.B.N. NOV. 6, 1990 4. 7-19-91 J.B.N. DRANK BY: DATE CHECKED BY DAME ENGINEER:, SALAHUDDIN A. SIDDIQUI 5. 7-31-91 J.B.N. P.E. NO. 18089 J.B.N. 11-06-90 S.A.S. 11-06-90 SHEET 7 OF 8 i a EDGE TRENC AREA FOR TEE - os-04•`'a _ (TYP) AREA FOR PLUG AREA FOR PLUG AREA FOR TEE .4 a ° a A. CROSS WITH PLUG TEE WITH PLUG TEE AREA FOR DEGREE OF BEND AREA FOR 45° CONCRETE THRUST / BEND BLOCK (TYP.) Ii, A UNDISTURBED I'I4' . ; EDGE OF f MATERIALS (TYP.) ,III � . ° �, � _ TRENCH (TYP.) II e a WOOD FORM BOARD BEHIND BELL SHALL \ NOT INTERFERE WITH JOINT (TYP.) - BENDS AREA ran �i i� AREA FOR TEE .4 -4 AREA FOR PLUG 4' B i (TYPD BLOCKING AREA FOR PLUG ALSO TYP. FOR INDIVIDUAL PLUG TEE WITH END PLUG CROSS WITH TWO PLUGS SCHEDULE "DEAD MAN " THRUST 8 RESTRAINT PIPE SIZE (INCHES) DIMENSIONS TIE RODS REQ'D A B C D DIA. NO. 2'611 2' Od 41.0 2 11 4 NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF _ Zj ®00 LBS. PER SQ. FT. SOIL RESISTANCE BEARING (2,000 MIN.) SCHEDULE FOR THRUST BLOCK AREAS FITTINGS PIPE SIZE (INCHES) �p 811 900 BEND (SQ. FT.) 1,13 2./2 4,52 450 BEND (SO. FT.) 1801 1116 312e 22 1/20 BEND (SO. FT) .434 0,.57 1 /, 7 4, 111/40 BEND (SO. FT.) - 22 1 000 •66 TEE AND PLUG (SO. FT.) /,/3 040 Q,52 DESIGN PRESSURE (PS.I.) 1,50 1.50 150 NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF _ 2,000 LBS. (2,000 MIN.) PER SQ. FT. SOIL BEARING CAPACITY. SEE THRUST BLOCK NOTE NUMBER 5. MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING FITTINGS PIPE SIZE (INCHES) 900 BEND 450 BEND 22 1/20 BEND II 1/40 BEND BRANCH OR TEE DEAD ENDS , STEEL REINF NOTES ; OFFSET (AS REQ D) I. WHERE PRACTICAL INSTALL FULL LENGTH JOINTS WITH UNDISTURBED SOIL TOTAL NUMBER OF JOINTS GREATER THAN TABLE AND FOR (TYP.) TRENCH THE TOTAL EQUIVALENT LENGTH REQUIRED. - / LIMITS % // STEEL REINF. 2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTING TRENCH \ EDGE OF WHICH YIELDS GREATEST NUMBER OF RESTRAINED JOINTS. WIDTH \ CROSSCUT „ 6 3. CONTRACTOR SHALL SUBMIT. FOR REVIEW AND COMMENT, \ _ °0 DRAWINGS FOR RESTRAINED JOINT SYSTEM. ENGINEER \ N a 4"x4"x 1/2" — GALVANIZED APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE THRUST _ 4.°aD , _ 2 BEARING A TIE RODS COUNTY. "° \\ PLATE (TYP) " STEEL C (6 MIN.) INCLUDING NUTS 4. THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN REINF. AND WASHERS SCHEDULES SHALL BE COMPLETED BY THE ENGINEER FITTING THRUST BLOCK /\\\ _ (SEE SCHEDULE) BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT „ I AREA (SQ. FT.) / MECHANICAL LIMITED TO T'HE FOLLOWING- PIPE TYPE, SOIL BEARING Bd SURFACE REPLACEMENT TO BE CONSISTENT WITH (SEE NOTE 1)FB/ EXISTING MATERIAL AND OF EQUAI_ THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT \ � TEDSELECT THICKNESSCOMPACTED LL TRENCH WIDTH (W) + 41 ST. A&PHALTC MATERIAL Bc T SURFACE REPLACEMENT CONCRETE SURFACE .) (12" MIN.).... ? Bc/4 /2T /...,.:..., Z 1.5' (W) 1.5' �-REPLACEMENT BASE N (4" MIN.) SURFACE JOINT TO BE TRENCH MATERIAL TO BE o MECHANICALLY SAW CUT01 WIDTH LIMEROCK, SAND - CONCRETE ° \: CONCRETE CLAY, SHELL., Bc/2 a —t �� ��TBc /2 TRENCH WALL UTILITY PIPE Bc/4 / '�''' �I.°' / Bc/4 12 �\ 12" (4" MIN.) ';' '\ �, (4" MIN.) /- VARIES UNDISTURBED Bc/4 (6" MIN.) SOIL NOTES: PIPE BELL I COMPACTED GRANULAR I. BACKFILL SHALL BE PLACED IN 6LAYERS FROM BENEATH THE HAUNCHES BEDDING MATERIAL OF THE PIPE TO THE BASE AND COMPACTED TO 98 % DENSITY PER AASHTO CONCRETE CRADLE it CONCRETE ARCH 311- T - 180. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROL.ILED AND ENCASEMENT "A" TAMPED TO ABOVE SPECIFIED DENSITY. CLASS BEDDING - SPECIAL CONDITIONS STANDARD ROADWAY OPEN CUT DETAIL -� Bd SEM. CO. 2-89 _J \\ \� �\\� (SEE NOTE 1) TYPICAL MANHOLE FRAME (215 LBS,) �- COMPACTED AND COVER (140 LBS.) MARKED: UWo / BACKFILL EXISTING FINISHED GRADE SEMINOLE w>� /// Bc / AIR RELEASE m a d COMPACTED //i GROUT WEIGHTS TO BE STAMPED ON FRAME SELECT AND COVER. = MATERIAL 4" MAX. J Z N / v � l- z J /,—' COMPACTED GRANULAR BEDDING MATERIAL , �\���\• _ _ _ _ �� 24" w Q > F- 3 �/ + Bc /2 PREMOLDED PLASTI JOINT FILLER p ����\�\ > 2 COMBINATION VACUUM 7 ' / SEE NOTE 2 PIPE PLUG ( TYP) RELEASE VALVE. �:. : OK 4 I.D. PRECAST MANHOLE. UNDISTURBED SOIL �,-,�,'�' 2"NIPPLE BALL °'' „ 2 PORT WITH THREADED PIPE BELL \ �� 2" OR PLUG VALVE :'b PLUG. 0.6 Bc (TOTAL) 2NIPPLE °"o ;' STAINLESS STEEL SERVICE - SADDLE NORMAL TRENCH GRANULAR BEDDING FITTINGS AND PIPE FOR A.R.V. SHALL 0 �� i� CLASS B BEDDING -NORMAL CONDITIONS BE BRASS. CUT OUT FOR FORCE MAIN AS ool o Soo �o 6oil 11 COMPACTED BACKFILL OR OTHER FINISH REQUIRED. BRACING BEDDING ROCK Oil16" REINFORCED x CONCRETE FOOTING TYPICAL DETAIL NOTE' FOR MANHOLE FRAME & COVER DETAIL, SEE SANITARY SEWER DETAIL SHEET. NOTE: PROVIDE SUPPORTS AS - D' REQUIRED. 2" NIPPLE GROUT 2" - 900 ELL.. 2" - 900 ELL. v.'. •4'•"P. CONCRETE MIN. ENCASE TIE\/i.�//I , JOINT CAP OR CAPACITY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, ; — 2" CORP, STOP THRUST BLOCK RODS IN 1-1/2 PVC �, PLUG LAYING CONDITIONS, SAFETY FACTOR. �� FITTINGS AND 2" BRASS m D(4-O MIN.) PIPING FOR PIPE OR 11 SEE TRENCH Bc A.R.V. SHALL 2'" U.N10N SCH 80 3 COVER DETAILS FOR BE BRASS.. PIPE BEDDING Bd 11 REQUIREMENTS (SEE NOTE 1) r TYPICAL SECTION DEAD MAN" THRUST AND RESTRAINT PROTECTIVE CONCRETE SLAB SHEETED TRENCH OFFSET INSTALLATION SET TOP OF VALVE BOX TO FINISHED GRADE. I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL 18" DIAMETER OR 18" SQUARE WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND CONCRETE COLLAR IN UNPAVED SPECIAL DETAIL AIR/VACUUM RELEASE DETAILS TO UNDISTURBED MATERIAL. AREAS ONLY. ' BEDDING AND TRENCHING NOTES SEM. CO. 2-89 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE. JOINTS SHALL NOT BE COVERED BY THRUST BLOCK. I. Bc = PIPE O.D. #4 BAR ALL Bd = TRENCH WIDTH AT TOP OF PIPE FINISHED GRADE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS. 14 AROUND MAX. Bd = Bc + 24" MIN. Bc = MAX. DIM. OF BELL +8"(UNSHEETED TRENCH) 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFIC EXTENSION STEM WITH // / / FITTING ARRANGEMENT. 2 SQ. WRENCH NUT /\ \\\ 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL 36 HIGHWAY /�Z\/' /j AND UPPER GUIDE \ �� - ��\�� . / // SCREW TYPE j BE AS REQUIRED TO REACH SUITABLE FOUNDATION FOR 66 RAILROAD �/ STEEL CASING PIPE 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD REQUIRED FOR MORE ADJUSTABLE NON -CUSHIONING MATERIAL, DEPTH SHALL BE 6 11 BELOW MIN. COVER THRUST BLOCKING IS NOT SUITABLE, AND/OR SOIL BEARING CAPACITY IS LESS THAN THAN 4' DEPTH. VALVE BOX w Z BOTTOM OF UTILITY. „ 2,000 P.S.F. OR PIPE IS 16" OR GREATER. WITH CAST > 6 I STAINLESS 90 o g 3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT STEEL BANDING BOX SHALL NOT REST ON IRON COVER. v = IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE I IRON 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. VALVE OR PIPE AND SHALL M MATERIAL REMOVAL WHERE DRIVEN BELOW PIPE INVERT, BE CENTERED ON NUT. - o �. SHEETING SHALL BE CUT OFF A MINIMUM OF 12 ABOVE 7THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE " + = TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE FOR 12 8� UNDER COMPLETED BY THE ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT F- " " � LIMITED TO THE FOLLOWING: PIPE TYPE, SOIL BEARING CAPACITY, SOIL TYPE, DEPTH OF VALVE (TYPE AS SPECIFIED) -, ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALLUSE SUR x4 E w SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30 Oil PRESSURE TREATED COVER, TEST PRESSURE, LAYING CONDITIONS, SAFETY FACTOR. Cal BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. WOOD SKIDS NOTCHED 8. ALL WATER LINES WILL BEAR NSF LOGO FOR POTABLE WATER USE. BRACING SHALL BE PROVIDED AS REQUIRED FOR S.S. BAND. BEVEL + 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER CONCRETE MORTAR LEADING EDGE. 9. STEEL REINFORCEMENT FOR "DEAD -MAN" SHALL BE DETERMINED BY ENGINEER. 0 DEPTH OF COVER IS LESS THAN 3611. FILLING BOTH ENDS. SCREENED FINISH 6x6-6/6 W.W.F. AS REQUIRED � � � '' /�' THIS PORTION 6" MIN. '':"�. // TO BE CUT i, 12" r, AND REMOVED COMPACTED BACKFILL ' AS SPECIFIED FOR = BEDDING TYPE PIPE BELL SHEETING NOTES: 5. BACKFILL TO BE COMPACTED TO 98 % DENSITY OF NOTE : CASING TO EXTEND 4' MIN. EACH SIDE OF PAVEMENT. I. COVER TO BE MARKED WATER, SEWER OR AASHTO T180 MODIFIED PROCTOR IN AREAS TO BE PAVED FOR CASING SIZES SEE SECTION = B OF SEMINOLE 2- VALVES SHALL NOT BE •-EW LOCATED IN STREET CURBS AND 95% IN OTHERS COUNTY WATER AND SEWER GUIDELINES. THRUST BLOCK DETAILS VALVE AND VALVE BOX DETAIL PIPE BEDDING AND TRENCHING DETAILS BORING JACKING DETAIL SEM. CO. 2-89 SEM. CO. 2-89 SEM, CO. 2 -89 SEM. CO. 2 -89 DESIGNED GMB DATE 2/89 A. WHERE THE THE TOP OF BOTTOM OF WATER IS LESS THAN 18" ABOVE SEWER MAINS, THE WATER SHALL BE D.I. HYDRO TESTING & DISINFECTION OF THE WATERLINE SCALE SHEET NO. DRAWN CLF DATE 2/89 PIPE, OR ENCASED IN CONCRETE FOR A DISTANCE OF 10' EACH SIDE of THE SEWER MAIN. SHALL BE PERFORMED TO AWWA STANDARDS PIPING DETq II L.. S 1- H AS SHOWN CHECKED GMB D 7/$9 B. WHERE THE �,ATE HORIZONTAL SEPARATION SEWER AND WATER MAINS JOB N0. N0: BY REVISIONS DATE APPROVED GMC DATE 7/89 OF IS LESS THAN 10' , THE WATER SHALL BE D.I. PIPE, OR ALL PVC PIPE MUST BEAR THE N I —LOGO ENCASED IN CONCRETE. f c i P� • NO T ES: I. ALL PIPE AND FITTINGS ABOVE GRADE 0 S 8► Y GATE VALVES SHALL BF FLANGED ENDS 2•BY-PASS METER ,ASSEMBLY NOT TIE-IN VALVE MUST BE CLOSED AND DOUBLE CHECK BACKFLOW PREVENTION LOW HAZARD- DOUBLE CHECK DEVICE REQUIRED ON MONITORED FIRE ASSEMBLY. SCH. 40 GALVANIZED PIPE HIGH HAZARD- REDUCED PRESSURE DEVICE SPRINKLER PROTECTION SYSTEMS REMAIN LOCKED. COUNTY TO PROVIDE AND FITTINGS. LOCKING MECHANISM. VALVE WILL BE SCH.40 GALVANIZED PIPE, UNION UNION OPERATED BY COUNTY PERSONNEL a FITTINGS. ONLY WITH 24 HOUR ADVANCE PROVIDE TEMPORARY NOTICE. SUPPORTS AS REQUIRED. � METER BOX AND LID TO BE SET FLUSH, -17 12" TO 30" 12" TO 30" " WITH FINISHED GRADE. 4 TO 6 ABOVE _ 2"SDR9POLY ABOVE a '� FINISHED GRADE 2 SDR 9 POLY` 1L GRADE CURB GRADE ly j \\\�\\\ - PASS DOUBLE 4 /\//� /�/�\BY-PASS �� BY �� �� ` FINISHED WITH WATER 12 TO 30 CHECK 2 CORP. STOP 2 CORP. STOP CURB STOP _. —�' GRADE METER ABOVE • (LOCKING TYPE) GRADE EXISTING WATER LINE NEW WATER LINE NOTES: I, A POSITIVE DIELECTRIC CONNECTION ® 0 1 1/2" OR 2"METER SHALL BE MADE BETWEEN ALL o ° WATER ° \ �\ MAIN SDR9 POLY GALVANIZED AND BRASS COMPONENTS. 2.IRRIGATION METERS REQUIRE A PRESSURE VACUUM �. PROVIDE SUPPORTS FOR ® BREAKER 3" AND LARGER. CORP. STOP 3. METER SHALL BE INSTALLED BETWEEN SIDEWALK DOUBLE STRAP SADDLE DOUBLE STRAP SADDLE AND CURB AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS RESTRAINED MECHANICAL TEMPORARY JUMPER CONNECTION JOINT FITTINGS AND PIPE - - 1 1/2" 2" WATER METER BACKPLOW PREVENTER DOUBLE S�+ MB® SEM. CO. 2-89 D®UBLE DETECTOR CHECK ASSEMBLY SEM. CO. 2-89 SEM. CO. 2-89 24" x 24" x 6" METER BOX L METER BOX WITH T TO CONC. COLLAR IN METER VIEWING ACCESS FINISHED GRADE CHECK DU ECK UNPAVED AREAS CK FLOW LOW ONLY. �� METE PREVENTER " VENTER 4 TO 6 LID (SUPPLIED WITH 4 TO 6 Siz UPPLIED WITH I I VARIES ROAD CU METER ). ROAD CURB METER). L o 16' " 6" T e •, , p -L_ _- —^ INSTALL P.V.C. PLUG INSTALL P.V.C. "LUG 11111 CURB STOP UNTIL CONNECTION CURB STOP C� UNTIL CONNECTION I p�lir � .lali,o' li LI 0 0 .._III O ,II11 .• li=I O ® ® Illl � (LOCKING TY (LOCKING TYP IUD-. N NAnw 1) v� JU- LOW--W. IS MADE OW_w IS MADE. J �' :o DOUBLE STRAP /4" OR I" METER 4" OR I" METER DOUBLE STRAP SADDLE DRESSER COUPLING SPOOL SADDLE a NCH (DOUBLE SERVICE) DR VICE POLY -- EXISTING WATER MAIN I" MI ISDR9 SER OLY BALL VALVES I" MIN. DIA. CORP. STOP CORP. STOP Ill /1 PLAN NOTES: I. ALL PIPE a FITTINGS ABOVE GRADE SHALL NOTES: NOTES I O BE FLANGE ENDS. I. IRRIGATION METERS IRE A - _ i IY Q Q o I. IRRIGATION METER IRE A PRESSURE VACUU AKER . - -� PRESSURE VACU EAKER. 2. ALL PIPE 8FITTINGS BELOW GRADE SHALL 2. METER SHALL TALLIED BETWEEN 2. METER SHALL STALLED BETWEEN BE MECHANICAL RESTRAINED JOINT ENDS. SIDEWALK A RB AND IN NO CASE SIDEWALK RB AND IN NO CASE 3. BACKFLOW REQUIREMENTS LOW HAZARD-DBL. CHECK SHALL IT TALLIED IN SIDEWALK SHALL IT STALLED IN SIDEWALK HIGH HAZARD- REDUCED PRESSURE DEVICE, OR _OTHE ED AREAS. (TOP VI OR OT AVED AREAS. 3. PRESS ACUUM BREAKER SHALL • BE 3. PRE VACUUM BREAKER SHALL BE 4. PAINT ASSEMBLY WITH RED OXIDE PRIMER AND FINISH A FE MODEL 765 OR APPROVED EQUAL. A MODEL 765 OR APPROVED EQUAL. (TOP VIEW) WITH TWO (2) COATS FOREST GREEN EXTERIOR ENAMEL. TY AL SINGLE WATER SERVICE (3/4 11 a 111) ICAL DOUBLE WATER SERVICE (3/4" a I" DRESSER COUPLING SEM. CO. 2-89 SEM. CO. 2-89 O.S. 81 Y. - R.W. GATE VALVES FULL FLOW FLOW CHANGEOVER , BACKFLOW PREVENTOR STRAINER VALVE (SEE NOTE NO. 3 ) MASTER AS REQ'D. AS REQ'D. NOTE: HYDRANT TO BE • METER ell ' LOCATED 14' FROM GATE VALVE W 2 1/2" HOSE NOZZLES , OPERATING NUT ROAD CORNERS a FINISHED GRADE W/BOX a _ z (I EACH SIDE) PUMPER NOZZLE ' 4' TO 8' FROM EDGE CONC. COLLAR 900 BEND J • FACING STREET OF PAVEMENT IN 900BEND 31 BETWEEN CURB a \ \\ \ ' ��\\ �\ 2" CAP �I SIDEWALK. 2 BALL VALVE a a COMPACTED s � MIETER BOX W/COVER 2" LOW FLOW FINISHED 12 TO 30 BACKFILL M 18 MIN. AS REQ D. FINISHED GRADE 2" 900 BEND 2 GALVANIZED STEEL METER GRADE ABOVE GRADE I 2" 900 BEND *4 ( MULTI - JET) DRAINS -- r--VALVE BOX os _Z M J GATE VALVE d8 ' . A 2I I DUCTILE IRON r �� �� '\ i 12 SPOOL PIECE o 6 OF GRAVEL OR P UNDISTURBED 6 MIN. MJ TEE CRUSHED ROCK. DUCTILE IRON _ PIPE _ PIPE CONCRETE PIPE SUPPORTS SOIL THRUST BLOCK NOTE: BALL VALVE TO BE BRONZE WITH 316 (5 REQUIRED) CONCRETE �..�. 4:',�o STAINLESS STEEL BALL AND STEM 900 BEND 900BEND SUPPORT : WATER MAIN RESTRAINED JOINTS RESTRAINED JOINTS 8 CU.FT. OF GRAVEL 5/8" GALVANIZED HYDRANT TO BE BLOW — OFF F VALVE EXISTING WATER MAIN SECTION OR CRUSHED STONE TIE ROD EACH PAINTED W/DUPONT EM.CO. 2-89 FOR DRAIN SUMP. SIDE (MIN. 2 PER 7744 D OR EQUAL. CONN. PIECE), NOTE: VALVE BOX SHALL BE SCREW TYPE ADJUSTABLE AND COVER SHALL BE MARKED* WATER MASTER METER a,BACKFLOW PREVENTER FIRE HYDRANT ASSEMBLY - SEM. CO. 2-89 SEM. CQ 2- 89 SCALE SHEET NO. DESIGNED GMB DATE 2/$9 AS SHOWN DRAWN CLF , DATE 2/0 WATER SYSTEM DETAILS JOB NO. B CHECKED GMB DATE 7/89 NO: L-- BY REVISIONS DATE APPROVED GMC DATE 7/89 OF f [ 4" 3 ��FNc \._ f 3' L 4 -T-(-111=n7rY �T�I I>1=r� fflTi i- I T CONCRETE FLUME DETAIL \\� 1" ASPHALT (TYPE I OR T(PE III) 6" LiMEROCK BASE (95% MAX. DENSITY) \� 6" STABILIZED SUBGRADE (50 p.s.i. F.B.V.) PARKING LOT SECTION 5" CONCRETE (3000 psi) ' W1 FH 6x6:10/10 W.W.M. 6" STABLIZATiON (95% DENSITY, 50 psi FBV) IIIII=11{II lllfi=l�III=lilli \IIIII_=11111�llil!_�:11111=_IIIII\ilill\Illi ALTERNATE PARKING LOT SECTION �J I ' 6 TOP EI.EV. 30.2.5 WEIR CREST ELEV. 28.45- POND BOTTOM ELEV. 27.50 6" U.D. INV. 26.40-- OUTFALL STRUCTURE N.T.S. D.O.T. TYPE "C" INLET- INDEX 232 1/8" ALUM. SKIMMER TOP FLEV. 30.75 BOTTOM ELEV. 2&'JO INV. 15" _CMP 26.40 REGRADE EXISTING SWALE O I TO RIGHT-OF-WAY LINE `- EXIST. 30" CMP / TO BE REMOVED RELOCATE EXISTING SWALE I [� / INV. E) 26.60 EXIST. 24" RCP TO TO RIGHT -OF' -WAS LINE I INV. �W) 26.40 BE RELOCATED TO EXIST. 18" CMP - ' W I I CENTER OF SWALE 27,93 28.13 TO BE REMOVED Z IINV. (E) 27.54 RI-1 ZONING INV. (S) 29.20 Z 1� -� - [sa3 27.2a} �\ INV. (W)) 27.44 VACANT EASEMENT DRAINAGE INV. (N) 29.10 I tfi I � � - - - 11 -- -- � %x i p 31'�•510 .5x o? (/ --\- --- - - - - .51. JFWETT LANE O -- ( -- -- - -- - --- - �� - __--------- - -29'.uj - - _M_-\---- - --- F _ - - 9�H• \\_ --fix-- _ �I I 512 30.50 _ wIr \ ._;Z .. _ S 51 33" E .�59�1A _ -_ M - �. �. ... _.... ..- - \ ..r.. _ a 29_95� 30 J� _ . - " 30.20 30.30 30.40 30.500 32.00 I 38 LF 18" RCP ® o - ---_ - _ _ --- --- ---- - ' ITIONAL -- -- --- -_-/I ---- --- 31.25 F�p }OUTFACE STRUCI-URE --- - -- - - - - _ _ - -- 40TOP ELEV. 30.25 10 10 12 5 12 5 12 10# I I 4 31 WEIR CREST ELEV. 28.45 00 INV. (18" CMP) 26.40 30.70 I b 3� INV. (6" U.D.) 26.40 r L-1.1 32.UU31.69 32.23BOTTOM ELEV. 26.40 30 60 6% 16"VER F. CURB �� �� ' 10 LF 6" U.D. ® 1.007. I INV. f } I / - / - V.V.R.S. SEE -- _- 10.00 } / DE FAIL SH, 3 40 18 I I OFFICE T. o FIN.'FL. 0 - I I - -_I I I' I - lou.00 I E I __. __._ 100.00 } I --� �3;-07 �1• L�' }'k"b I I --- / o STORAGE o I 0 10,000 SQ.FT. ci I 31.36 o FIN. FL. ELEV. 32.75 Q f 32.66 VARIES RI-1 ZONING VACANT FIN. FL. ELEV. 32.75 PROPERTY LINE ---a-i / 40 18 12 r 4 4 -� �- EXISTING GRADE - 30.02 S-ECTION _A -r.-- SCALE 1"=10' WHEEI.STOP - , 5' 6' 7' 6' 3' PAVEMENT -� i --- - • i '- - PROP. R/W LINE RETENTION POND TOP ELEV. 30.50 BO FTOM ELEV. 28.50 DESIGN HIGH WATER ELEV. 29.51 SECTION B SCALE 1"=10' 50 20' PROP. R/W 30' EXIST R /W -- - - ----_-.. L_, _ - - - -- --- - 13 .. - EXIST. GRADE --- - 15 - ----- 15' -- - _ -- DRAINAGE EASEMEN FBI �- - PROP. SWALE V DEEP ' I DI FCH BOTTOM 27.21 Q W r Ti n m r - EXIST. DITCH BOTTOM 28.00 SCALE. 1 "=10' 10 SECTION D_ SCALE 1"=10' SEDIMENT AND EROSION CONTROL. 1. PRIOR TO SWALE AND RETENTION 1 POND EXCAVATiON, TURBITi F'( BARRIERS (WEATHER SCREEN AND/OR HAY BALES) MOIST BE INSTALLED AND SECURED AT THE PLANNED OUTFALL. AREA ADJACENT TO TM.M, SMITH CANAL. 2. WEATHER SCREEN BARRIERS WILL BE ERECTED EVER 200 FEET, IN THE SMALES, ADJACENT TO KENNEL RD. 3. ALL TURBITITY BARRIERS WILL REMAIN UNTIL ALL DRAINAGE SYSTEM CONSTRUCTION AND SODDING IS COMPLETE. I � I I z - EXISTING C4.N;\! ``°,C)1__1')1''; MITERED END SECT. I ( 7 D.U.T. INDEX 250 L I INV. 26.60 50' --- j I w I 4.5 12.7' 1 Z' l I I � BERM a re I ! - - - - - - - -- - ---- -�,2• � I II � \ �✓ .I� I EXIST 15" CMP 'TO BE REMOVED INV. (E) 29.18 INV. W) 28.72 29' �- CONST. 42 LF 12% 18" RCP ® 0.337. M.E.S. INV. (E) 28.34 M.E.S. INV. (W) 2 8.2 0 GENERAL NOTES, 1, ALL LANDSCAPE AND RETENTION POND SLOPES TO BE SODDED, 2, ALL LANDSCAPE AREAS TO BE IRRIGATED BY AN AUTOMATIC SPRINKLER SYSTEM FROM AN IRRIGATI❑N WELL. A IRRIGATI❑N PLAN SHALL. BE SUBMITTEDTO THE CITY OF SANFORD.F❑R APPROVAL PRIOR TO INSTALLATION, 3, PARKING LOT STRIPING SHALL BE F,D,❑.T. WHITE TRAFFIC RATED PAINT. 4, 30' STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORI[ZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN, 5, STOP BAR SHALL BE 24' WIDE, WHITE THERM❑PLASTIC AND LOCATED AS SHOWN ON SITE PLAN. 6, HANDICAP SYMBOL. SHALL BE BLUE PAINT, 7. FIRE LANES SHALL BEF,D.O.T, YELL❑W TRAFFIC RATED PAINT, 8, 3 F-T, AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL TREES AND SHRUBBERY, 9, ALL ADDRESS NUMBERS SHALL BE VISI➢LE AND READABLE FROM STREET. 10. INSTALL 'NO "TRESPASSING, CONSTRUCTION SITE' SIGN AS SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D. 11, POST THE EMERGENCY NIGHT PHONE NUMBER ON THE B❑T-rom OF 'THE BUILDING PERMIT, 12. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 1231) 13. ❑UTSIDE STORGE AREA rO BE ENCLOSED WITH A 7' HIGH, OPAGUE FENCE, THE MAX ❑UTSIDE STORAGE OF VEHICLES WILL NOT EXCEED 5, ALL VEHICLES UNDER CONSTRUCTION WILL BE STORED INSIDE BAYS, 14. ALL DELIVERY TYPE VEHICLES, INCLUDING 'TRACTOR TRAILERS WILL UTILIZE THE SITE. 15, AUT❑MATIC FIRE SPRINKLERS ARE REQUIRED IN ALL BUILDINGS• 16, WHEN WATER RECLAIM SYSTEM IS AVAILABLE PROPERTY OWNER SHALL CONNECT TO SYSTEM. 1300 GPD HAS BEEN CALCULATED FOR WASTE WATER TAKEBACK, (65 PARKING SPACES (x) 20 GAL. A 17. EXISTING SOILS ON SITE ARE IMM❑KALEE FINE SAND (IM). g11 yn•1 I Lu t I 32:65� O 11X a f ( -- 35 LF 30 RCP ®11.43� P�iFl`> IiRI%!�j ,� r�HASE I Cie r-1) 32.40�. •`� 1• 18. THE SEPTIC -TANK SYSTEM IS PERMIT -FED THROUGH THE SEMIN❑LE �r I z � � � --- w�- - 40 - 18 C❑UN FY HEAL T! I DEPARTMENT AND WHEN THE C I fY OF SANE ❑RU ' S ut STRAIGHT ENDWALL PFiFI,L II 4 iO IAS.E �� 'j"'-- I I I SANITARY SYSTEM IS AVAILABLE, THE DEVELOPER WILL CONNECT o U.O.T. INDEX 250 TO THE C I TY' S SYSTEM I W INV. 22.60 l I o I " 'i C ✓EJr > L ASSEMBLY AREA 1 U. I 19. ALL UTILITY AND ROADWAY CONSTRUCTION SHALL MEET CITY OF SECTON F ROADWAY OUTFALL ,1:�'v 0 20,000 �Q.FT• = __ I RI-1 ZONING SANFORD STANDARDS. sI I 1 FIN. FL. ELEV. 32.75 VACANT 20 DUMPSTERS SHALL BE VISUALLY SCREENED FROM RIGHT-OF-WAY r I I I SCALE: i"= 10' `� 50 z RETENTION 710N POND t - -- - --- --- --P -- I TOP ELEV, I I I BOTTOM ELEV. 5207.50 .... LIMITS OF CONSTRUCTION PHASE I - --r I I I DESIGN HIGH WATER 29.51_ t f H.P. i �I r....7.3.2,.65 +L31- am14}-\ o I- I 50 I $ DETAIL. AREA SHOP OFFICE/EMPLOYEE LOUNGE o-- I Q 10,000 SQ.F F. 10,000 SQ.F f. o - j 0 FIN. FL. ELEV. 32.75 FIN. FL. ELEV. 32.75 I I WITH BUILDING OR A 6' HIGH FENCE. 21, D❑ NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY, ANY DISCREPANCIES OR ERRORS ARE 'T❑ BE REGRADE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, EXISTING DITCH 22, ANY FUTURE CONSTRUCTION ('WEST SIDE) WILL REQUIRE (PERMITTING THROUGH SEMINOLE COUNTY FOR DISCHARGE TO CANAL. 32.65 - -r -- --- -- -- - ---- / o i - - 31- - /-�� I SCALE: _ ----_- i I - 00 - 1.30.97 j [32.s5 1 ---- 0 10 20 SC 40 - ! 30.70 ----------_ ---- -- _-_. -- ---- -- ---- �11 --- -__. SITE - S T A T I S T I C A Lr_ A f (A D DESCRIPTION OI SFT, I ACRES % OF SITE 3' CONC. FLUME -�� --------.__-_- __------------ --- I I BUILDING AREA 00,750 1.395 14.8 129_aU {3050� 29_61� 29.81� D / �30.01 30.21� �30.41� -,\ 30.35� I COVERED WORK AREA 4,250 0, 098 1 , 0 % 3o49D} -EXIST. 12" RCP ---- a e I I - -- ----- ----- ----- TO REMAIN SIDEWALKAREA_ --- 100 0 002-10,1-- 31I -- - - ----- -- --- 1 -+- - -- - - - -- - - ---r-- - -- ---- - - - -- - - L- --+- - --- - - - -. __-. - - .t-- --- - --- - - - - -- INV. N) 28.70 PAVEMENT AREA 75,852 1 , 741 16.4 - -- __ INV. - --- - ------ -- -' - -- - -- - --- -- - i L , a - - - - - -- ------ - -- -- ---- ---- _------------- ---- - - -- ---- - - --- --- --- - -- - --- 1 b 6 �jg. IMPERVIOU ARE 140,952 3.236 34,2 30.5911 goy /�1• --- -- -- - -------------- --- ��� ------------- --- - --- ---- -f16 ---- -- ----- ��----_ __ LANDSCAPEAREA270,927 1 6,219 65,8 II \ `,` - - -- -- -- - - - -- ._ - -- _ --- - - -- --- - - -- --- - --- ---- --- - X- --- ---- --- - ---- -- - -- -- --- -- - - -- S I T ARE - - - - 1 1 ,-- 9 9 , 455 - ---- E AREA 411 879 O(0 519 50 S 89'52'02" E 658.78 g1� _o i i 515 R/W DEDICATION - 13,182 ! 0,303 RI-1 ZONING Sl I VACANT A TOTAL SITE ARE425, 061---9.758- -- I -__ AREA --- - 1- ------ t- EXIST. 18" RCP - _ _ - - ----- --- - ----- `-AirL� --- ----- ----T- - - � ! � -� , - 15' DRAINAGE AND MAINTENANCE EASEMENT OFF -SITE FI r f TO REMAIN I-+ --- - - ---- ------ I 1 r�- I^!V'E) 2?.2' I � RIGHT-OF-WAY AREA ] - J 9U0; Z t_$ IrJV. . �'W) 27.23 ---------._ __- }r, - -- -� --- ASPHALT ROADWAY AREA r S46 5� 1,068 EXISTING DRAINAGE DITCH\�� ���' a 44 ° ' I RFTENTION POND 110 ---� s110 go I FOP ELEV. 30.50 I yo r ,, 1.93 ----PROPER ROPER FY LINE ,o• I BOTTOM ELEV. 27.50 �5°__ _-- DESIGH HIGH WATER 2R.Gl5 _. ENGINEERING DESIGN INC. PROJECT NUMBER p� NORMAL WATER LEVEL I I' '/ AERO PRODUCT----------- 25.70 ,i �� �. ----- -- ---- 3.1 IJO. -DATE BY - P.O. BOX 520695 90 59 -- LONGWOOD, FLORIDA 32752- 0695 07) 699-4500 scAtF - - 1 10-0 •91 J.B.N.J N - SITE LAYOUT 1' = 40' z PAVING AND DRAINAGE PLAN DITCH BOTTOM 23.70 --� i I , ` SECTION E 1 t ,' . -�• S. DATE-----�__-_ - VARIES _-._-_ _.--- --------------------------__------ --«-' SCALE ,'=,0' --- -___-- ._----__ NOV. 6, �) `�9 ENGINEER: SALAHUDDIN A. SIUUIQUI DRAWN BY: DAZE CHECKED BY DATE + 5. P.E. N0. 18089 11-06-90 S.A,S. 11-06-90 SHEET 2 OF 8 - 6" CONC. SLAB WITH 8"06" CONC, 6x6:10/10W.'NJA. FOOTING WITH (2) #5 BARS CONCRETE DUMPSTER PAD DETAILS HANDICAP SIGIJ m mm "4" HANDICAP PARKING SPACE STRIPING I' - 10' CENTER PIPE STABILIZER BAR 4 REQUIRED AT TOP ATTACH FABRIC TO RIM WITH - NON --PHOTO SENSITIVE BUNDLE CLIPS SAND FILTER MATERIAL_ TO BE F.D.O.T. 9.102--1:3:1 014IF, COEF. 1.5 MIN. NOT GREATER THAN 4.0 EFF. SIZE 0.20MIA TO 0.55MM PLAN .VIEW 25' 21' 25' r 4" o I � Ljj JI 8" PVC WATER LINE Z 10" PVC WATER LINE I ( X 8"x 10" TEE 10" G. V. V. ----- ---- - - --- --_ JEWETT LANE - 8" G. - STOP SIGN r STOP BAR -------- ---- -- - --------- ----_ _ ----------- ------ - -- ----. _-- -_ 2" WATER METER 8" PVC WATER LINE HANDICAP SIGN- -_ - K, ALVESANFBD KFLOWSPECIFICATIONPREVENT ----- 1 -- -- - - TO THE CITY - _ - - - - - — DOUBLE CHECK VALVE fi c) 0 PROPOSED IRRIGATION WELL 4' FIRE FIRE LANE W;TH - } `9 �° 8" G. V I No PARKING SIGNS 2 2" PVC WATER LINE ` S HANDICAP RAMP L _ '0 ' 6' LONG PRECAST S'9 a I CONCRETE BUMPER 6" --EDGE OF PAVEMENT FIRE DEPARTMENT CONNECTION +4 PROP. F.H. i d _ K I_!MiTS OF CONSTRUCTION) F 9- 1 j OFFICE w L J 5.000 SQ.FT. ,z I _—I I I! 0 I I _— ................ ..... . -I I -I 1. 111 -III_ N'a 'o F- a_o I� -- 1 o V f - (2) No. 5 DOWELL - 3' LONG d Li; DUMPSTER - �. O00 N yv, I_QCAIIQN I I I PRECAST BUMPER DETAIL - 1 STORAGE N.T.S. ' 10,000 SQ.FT. x.z 8" PVC WATER LINE - LANDSCAPE LEGEND Cc), _ -- J l_AURAI_ OAK (10' HT. - 2' CAL ,) , + l'J VIBURNUM HEDGES (24' HT. PLANTED 30' o/c). O INDICATES EXISTING TREES TO REMAIN, _ { l 0 INDICATES EXISTING TREES TO BE REMOVED, PARKING LOT l JGHTING LEGEND, llll� INDICATES LUMINAJRE FROM BUILDING, I � � � % F, S2 •"1 a a t MI SC, SYMBOLS, INDICATES HOSE BIB FROM BUILDING, - PROP. F.H. 411T7� !I jii{•� 8" G.V. P FORMED OF LIMITS OF CONSTRUCTION JT Ii00�� ' REBAR ASSEMBLY AREA - I 20,000 SO.FT. + - i @0 I - I " TO -- TALL 8 G. FIRE DEPT, CONNECTION--, PROP. F.H. a / 4' FIRE FIRE LANE WITH NO PARKING SIGNS Y f` 41� ,- - r . / iO � 5 DUMPSTER LOCATION - I J� r--� `''� iTH REQUIRED I Z� 2" PVC WATER LINE F_ a j o 0 1 _� C. O. 10 �N I I I DETAIL AREA I SHOP OFFICE/EMPLOYEE LOUNGE o 0 f I 10,000 SO.FT, 10,000 SQ.FT. TOP ELEV. 30.25 I I p__ PERFORATIONS - -- - 4 - - 1 /2" TO 1" WANED STONE � I --- �� - -- / TREVIRA, 1140 _--- - / FILTER FABRIC I 1 -- TO OU TA! !_ -- ------ -- - - - -- - i I-- 8" CONC. BASE �`- 6"SOLID PVC PIPE ------- I I I TYPICAL_ SECTION 1 ; LI 1 -�"-'_----- I , PROP. 8" PVC WATER LINE I I N SCALE: 1"=40' 0 10 20 30 40 PARKING CALCULATION: MANUFACTURING: 1 SPACE PER PERSON REGULARLY EMPLOYED OIJ PREMISES ON LARGEST SHIFT 46 EMPLOYEE = 46 SPACES TOTAL SPACES PROVIDED = 65 SPACES FILTER WRAP: EZZON G.T.F. 400 E FABIC ' OUTSIDE OF CENTER PIPE INSIDE OF OUTER PIPE PERFORATIONS: 5/16" HOLES TO BE REDRII_I_ED TO 5/8" CEIJTER PIPE 5/16" HOLES TO BE REDRII_I_ED TO 5/8" OUTER PIPE REVISIONS ENGINEERING DESIGN INC. PROJECT NUMBER - AERO PRODUCT 140. DATE BY P.O. BOX 520695 90 -- 159 VERTICAL VOLUME RECOVERY STRUCTURE -- 1. ------ ------ 10-09--91 J.B.N. LQNGWQ �4'Q7)°699�4J00J?-0695 - - SCALE UTILITY PLAN IJ.T.S. 2' ,,j"J,4 LANDSCAPE PLAN = 40 3. DALE — NOV. 6, 1990, 4. - ENGINEER: SALAHUDDIN A. SIDDIQUI DRAM4 BY: DATE CHECYED BY --- DATE--._. _ Y —' 5. 4 P.E. NO. 18089 J.B.N. 11-06-90 S.A.S. 11-06-90 SHEET 3 OF 8 Lo o .. a Ilk O ;a � Z TO MT. DORA w Z z ui w 0 Ix z O N� O a O S.R. 46 TO SANFORD J W: z z Y STREET SI TE JEWETT LANE LOCATION MAP LEGAL DESCRIPTION: BLOCK 12, M. M. SMITH'S SUBDIVISION AS RECORDED IN PLAT BOOK 1' PAGE 55 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PLUS THE WEST 1 /2 OF 30.00 FOOT WIDE UNNAMED STREET (VACATED AND ABANDONED) LYING EAST OF AND ADJACENT TO SAID BOLCK 12. SURVEYED BY CAVON E, INC. 848 COUNTY ROAD 427 SOUTH LONGWOOD, FLORIDA. 32750-5499 (407) 830-9080 ' I DRAWING SHEET INDEX DESCRIPTION SHEET NO. COVERSHEET SHEET 1 SITE LAYOUT PAVING AND DRAINAGE PLAN SHEET 2 UTILITY PLAN LANDSCAPE PLAN SHEET 3 PROFILE — KENNEL ROAD STA. 15+52.80 — 10+00.00 SHEET 4 PROFILE — KENNEL ROAD STA. 18-I-00.00 — STA 26+00.00 SHEET 5 PROFILE — KENNEL ROAD AND JEWETT LANE STA. 26+00.00 — 34+65.15 SHEET 6 SR-46 RIGHT TURN LANE SECTIONS AND DETAILS SHEET 7 WATER STANDARDS SHEET 8 PREPARED BY OWNED BY ENGINEERING DESIGN, INC. AERO PRODUCTS P.O. BOX 520695 708 INDUSTRY ROAD LONGWOOD, FLORIDA 32750-0695 LONGWOOD, FLORIDA 32750 (407) 699-4500 (407) 699-4500 Au BY- • m 3" TOP ELEV. 30.25 INV. 30" RCP 25.78 7 M.E.S. INV. 26.60 �t 3' TEMP. TURBITITY BARRIER 4 op „ Zo CONVERT TEMP. DITCH PLUG INTO CHECK DAM I O 3' 3„ 9„ t8 g" ! WHEN CONSTRUCTION OF THE DRAINAGE _ �*'{ RELOCATE EXISTING SWALE W I 20 LF 30" RCP ®1 .00% I SYSTEM IS COMPLETE. TO RIGHT-OF-WAY LINE EXIST. 24" RCP TO ,_J M.E.S. INV. 26.40 REGRADE EXISTING SWALE BE RELOCATED TO JEWETT LANE EXIST. 18" CMP I Ld TO RIGHT-OF-WAY LINE CENTER OF SWALE TO BE REMOVED t Z �+ INV. (E) 27.37 RI-1 ZONING PROP. 15' DRAINAGE INV. (S) 29.20 1 �: Na EXIST 15° CMP CONCRETE FLUME DETAIL G 2704 C INV. (W) 27.28 VACANT EASEMENT 27s1 INV. (N 29.10 I W t7 I TO BE REMOVED F -- - - - - ----- ----- --- ------ ..---.--------------- ._._.-.-_._--_.-.,.-- I � INV. E) 29.18 5 : �� p INV. �W) 28.72 2 5� 1 - 27.62 u'� o.. m+...........e ...�. •� r.. ....r � ..®...... ram. a.r �. .r.....r ,..r .,r .� �.r ...,r w.1 �,....... �.. �... �.. .�.. .un...r.r .�..wn ....o.r w„ wn. ®. �-�_..�,� CHECK DAM 31.00 w y" $ TOP ELEV. 27.44 """' - BOT ELEV. 26.69 - -r-, -- - -- - - ----- �--- 1- - EXIST. 30" CMP T _ 32.00 1" ASPHALT (TYPE I OR TYPE III) TO BE REMOVED ° _- _ �-- - ` ����- JS `� R�6 y�6 50' 9 31.50 /- - -- - ----- CONST. 42 LF 12"x 18" RCP 0 0.337 6" LIMEROCK BASE (95% MAX. DENSITY} INV. (E) 26.60 Z 3�• / --- - D ITIONAL R-O- M.E.S. INV. (E) 28.34 6" STABILIZED SUBGRADE (50 p.s.l. F.B.V.) - INV. (W) 26.40 �_ "� � �\ 30.50 �� 31.90 I M.E.S. INV. (W) 2$.20 PARKING LOT SECTION M.E.S. INV. 1.2 1 r�� - I -------- 1 3t.40 GENERAL NOTES: I CHECK DAM ~----'-'------------ _ 40 3p I 11 TOP ELEV. 29.50 10 /6125_2 15 12 10 1. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED 31 BOT ELEV. 28.00 3oa0 6, 6 b �� q- 31.70 DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS ARE TO BE 54 LF 30" RCP 0 0.15% I I I /32.00. s REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 5" CONCRETE (3000 psi) I 1 i 1 / DETAIL SH. E3 RETENTION POND 1 30.60 / t6 6% 16"VERT. CURB 32 00_ 32 z3 2. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM WITH 6x6:10/10 W.W.M. OUTFALL STRUCTURE I I I I i I i TOP ELEV. 30.50 N I STREET. 6 STABLIZATION (95% DENSITY, 50 psi FBV) TYPE "D" INLET 1 I 1 BOTTOM ELEV. 28.00 31.01 * 32:25 32.25 o I 2 I SEE DETAIL THIS SHEET I I I / SHELF ELEV. 27.00 3. INSTALL "NO TRESPASSING, CONSTRUCTION SITE SIGN AS i SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 4 I I 31.33 ll�l'ylllll iiiii=iiiii ^ IIIII=IIII) ^IIII�TIIIII = (IIIIIIII � 1 10 LF 6" U.D. c9 1.00% 100 t -j I I 4. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF 1 /I 1 31.50 31.51 -1 THE BUILDING PERMIT. I I 1 I I 5. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1) ALTERNATE PARKING LOT SECTION I i i I 18 35 18 40 18 I 6. OUTSIDE STORGE AREA TO BE ENCLOSED WITH A 7' HIGH I II I I I I OPAGUE FENCE. THE MAX OUTSIDE STORAGE OF VEHICLES WILL i NOTEXCEED5. ALL VEHICLES UNDER CONSTRUCTION WILL BE OUTFALL STRUCTURE N.T.S. D.O.T. TYPE '0' INLET- INDEX 232 E 30.68 7. ALL DELIVERY TYPE VEHICLES, INCLUDING TRACTOR TRAILERS I�1 1 32. 1 s 32.10 9 '01 1 1 1 06 I 1 I 31.91 x6 1 8. AUTOMATIC FIRE SPRINKLERS ARE REQUIRED IN ALL BUILDINGS 1 9. WHEN WATER RECLAIM SYSTEM IS AVAILABLE PROPERTY OWNER I I f I 32.65 32.88 SHALL CONNECT TO SYSTEM. 1300 GPD HAS BEEN CALCULATED OFFICE 1 FOR WASTE WATER TAKEBACK. (65 PARKING SPACES (x) 20 GAL). I I I ASSEMBLY/STORAGE I 22,500 SQ.FT. I I 10. EXISTING SOILS ON SITE ARE IMMOKALEE FINE SAND (IM). I I FIN. FL. ELEV. 32.75 I ` 32.60 ul 32.93 I 1 1 32.34 N I 1 11. ALL ROADWAY CONSTRUCTION SHALL MEET CITY OF SANFORD IMER I I x-x xx x H•P• VARIES STANDARDS. 8.00 Kill I I I H.P. 33.Q0 I I 12. ANY FUTURE CONSTRUCTION (WEST SIDE) WILL REQUIRE PERMITTING 1 I i THROUGH SEMINOLE COUNTY FOR DISCHARGE TO CANAL. 1 I I 32.65 32.60 1 I I 28.5Q I I EXISTING CANAL BOTTOM I Iz I w I 1 50.00 1 I N I I 11.8 I ' I 2.63' 78 I w I I I I I I I - RI-1 ZONING I I <t z I I 1 1 r-------- - / M.E.S. CA o0 0� r7 40 18 I VACANT I 1 I i I / 2 �� INV. 26.60 ui x c> > I z I I / 1` �N� 1 I I z ,f w i 32.72 I �1 i 30.02 i O / o j A 1 ¢ I 1 ---- _ _ �/ M.E.S. 20 LF 30" RCP @ 1.00% 32.65 32.85 32.65 I 11 a� �x 1 0 1 1 - INV. 26.40 100' �Ll 32.67 1 cv 'S1 I z I I -.. FIN. FL. ELEV. 32.75 II I II t1w II II " 32.65 32.05PROPERTY LINE SECTION FROADWAY OUTFALL 0 40 18 12Lo 412 o III I I I RI-1 ZONINGo I in I I I 1 I VACANT 31.87 32.15 32.01 31.87 32.34 i 1 rh 0 g2 1 0.18% ?•6 --- I I ' ' 32.65 N 1 L• ------- ------------------------------�-"I i z ------------ oo l I I I - - - - - - - - - EXISTING GRADE T- 30.02 I z I I I I I RETENTION POND 2 1 I REGRADE 1 1 TOP ELEV. 30.50 1 I EXISTING DITCH SECTION A 1 1 BOTTOM ELEV. 21.50 I I 3 CONC. FLUME SCALE 1'=10' I I I I I 30, 30.35 PLUG `I I I EDLEVH 31.25 TOP 1 I I 1 I I I I I I I 1 WHEELSTOP I I 1 1 EXIST. DITCH I PAVEMENT 5' 7.5' 4' 7.5' 3' PROP. R/W LINE I I 30.50 15o a,sv �0 8.5 I � 1 05 DAMCK I 27.50 --- --- /\- --- - - ---- �2 1 29.36 CHECK DAMTOP ELEV. 27.449&9 9 156P 69 -4026 -rn� PROP. SWALE RETENTION POND 1 CHECK DAM I I I i I 15 PROPERTY LINE DITCH PLUG TOP ELEV. 31.15 �/ 1 TOP ELEV. 30.50 TOP ELEV. 29.50 1 30.50 I / BOTTOM ELEV. 28.00 BOT ELEV 28.00 I SECTION G SECTION H I I , DESIGN HIGH WATER ELEV. 28.97 ( 1 I / 1 1 21.50 I I SCALE: 1"- 10' SCALE: 1 "= 6" SECTION B I ` 1 I I NOTE: CONVERT DITCH BLOCK TO CHECK DAM SCALE 1'=10' i 1 1 WHEN CONSTRUCTION OF THE DRAINAGE SYSTEM IS COMPLETE 50 20' PROP. R/W 30' EXIST. R/W EXIST. GRADE 15' --------------------------------� SECTION C SCALE 1"=10' 10 0.5 10.1 j- SECTION D SCALE 1'-10' i I - 15' i I I I I I I � I I DRAINAGE EASEMENT I I i I I 31' I TEMP. DITCH PLUG D 30.50 29.st 29.81 D 30.01 30.21 30.41 TEMP. TURBITIT'f BARRIER - CHECK DAM TOP ELEV. 27.98 I1 I i I 29.40 30.9U 30.50 1 PROP. DITCH BOTTOM 27.21 k311 31 - - - - 16 EXIST. DITCH BOTTOM 28.00 30.50 1 A - -- ° �y16 X 16 y22 6 i_ - - - - - - _ _ _ _ - - S 89'52'02" E 658.78 I I I RI-1 ZONING o ' II I I I L EXIST. 18" RCP ' TO REMAIN 45• DRAINAGE AND MAINTENANCE EASEMENT VACANT INV. (E) 27.27 INV. (W) 27.23 SEDIMENT AND EROSION CONTROL 36 57 9' 12' 13, 12' 9' EXISTING DRAINAGE DITCH -- 1. PRIOR TO SWALE AND RETENTION POND EXCAVATION, 50 TURB I T I TY BARRIERS (WEATHER SCREEN AND/OR HAY �' 1.93 - PROPERTY LINE S°� WATER TABLE So �o• REVISIONS BALES) MUST BE INSTALLED AND SECURED AT THE ENGIN PLANNED OUTFALL AREA ADJACENT TO M.M. SMITH NORMAL WATER LEVEL 3; f150 27-50 ��do 5%1 NO, DATE BY CANAL. 25,70 1 \ �. /�'� - LONGWO \\ 2. WEATHER SCREEN BARRIERS WILL BE ERECTED EVERY 1. 12-18-91 J.B.N. - 200 FEET, IN THE SWALES, ADJACENT TO KENNEL RD. 3. ALL TURBITITY BARRIERS WILL REMAIN UNTIL ALL DRAINAGE SYSTEM CONSTRUCTION AND SODDING IS COMPLETE. DITCH BOTTOM 23.70 SECTION E SCALE 1'-10' �7 2 RETENTION POND 2 TOP ELEV. 30.50 BOTTOM ELEV. 21.50 DESIGN HIGH WATER 28.97 �- EXIST. 12" RCP TO REMAIN INV. (N) 28.70 INV. (S) 28.50 SITE STATISTICAL DATA DESCRIPTION SQ.FT. ACRES % OF SITE BUILDING AREA 26,250 0.603 6.4 COVERED WORK AREA 0 0 0 SIDEWALK AREA 570 0.013 0.1 PAVEMENT AREA 53,116 1.219 12.9 IMPERVIOUS AREA 79,936 1.835 19.4 LANDSCAPE AREA 331,943 7.620 80.6 SITE AREA 411,879 9.455 100.0 R/W DEDICATION 13,182 0.303 TOTAL SITE AREA 425,061 9.758 OFF -SITE STATISTICAL DATA RIGHT-OF-WAY AREA 1 96,900 1 2.225 ASPHALT ROADWAY AREA 46,512 1 1.068 N ,SCALE: 1 "=40' 10 20 30 40 PROJECT NUMBER 90 -- 159 SCALE 1" = 40' DATE -� J40V. 6, 1990 SHEET 2-OF 8 i -- 2"x 4" P.T. GIRTS - 4% 4" P.T. WOOD POST 0 0 - 1% 6" P.T. WOOD SLATS i I io 't I - 4" CONCRETE SLAB WITH 6x6:10/10 W.W.M. I -III- rrT-rr�-rr--_ __III__ I I hf I I_ III—T-II SECTION 1,= 3' 4"x 4" P.T. WOOD POST (TYP) ,- 1 % 6" WOOD SLATS v i 0 I o 0 L12'-0" PLAN 1.= 6. DUMPSTER ENCLOSURE DETAIL NO FED CENTER PIPE STABILIZER BAR 4 REQUIRED AT TOP AI IAUH YAdKl(; I KIM WWI NUN -PHOTO SENSITN BUNDLE CLIP SAND FILTER MATERIAL TO E F.D.O.T. 9.02-1:3:1 UNIF. COE 1.5 MIN. NOT GREATER THAN 4 EFF. SIZE 0.201v1M TO 0.55M SHELF ELEV. 2,, D PLAN VIEW 71' TYPICAL SECTION FILTER WRAP: EZZON G.T.F. 400 E FABIC OUTSIDE OF CENTER PIPE INSIDE OF OUTER PIPE PERFORATIONS: 5/16" HOLES 'TO BE REDRILLED -TO 5/8" CENTER PIPE 5/16" HOLES TO BE REDRILLED -TO 5/8" OUTER PIPE VERTICAL VOLUME RECOVERY STRUCTURE N.T.S. HOOP FORMED OF EBAR TO OU I'ALL REQUIRED PERFORATIONS /2" TO 1" WAHED STONE TREVIRA 1140 -11-TER FABRIC TO OU rALL N 6'SOLID PVC PIPE LANDSCAPE LEGEND: ? LAURAL OAK (10' HT. - 2" CAL.). PALM TREE (7 REQ. ALONG FRONT OF BUILDING) VIBURNUM HEDGES (24" HT. PLANTED 30" o/c). 0 INDICATES EXISTING TREES TO REMAIN. 0 INDICATES EXISTING TREES TO BE REMOVED. PARKING LOT LIGHTING LEGEND: ® INDICATES LUMINAIRE FROM BUILDING. MISC. SYMBOLS: 1_ INDICATES HOSE BIB FROM BUILDING. PARKING CALCULA TION: MANUFACTURING: 1 SPACE PER PERSON REGULARLY EMPLOYED ON PREMISES ON LARGEST SHIFT, 46 EMPLOYEE = 46 SPACES TOTAL. SPACES PROVIDED = 65 SPACES BOA GRANTED PARKING VARIANCE ON 6-22-91 ALL 65 SPACES ARE INCLUDED IN.PHASE 1. GENERAL NOTES: 1. ALL LANDSCAPE AND RETENTION POND SLOPES TO BE SODDED. 2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY AN AUTOMATIC SPRINKLER SYSTEM FROM AN IRRIGATION WELL, A IRRIGATION PLAN SHALL BE SUBMITTED TO THE CITY OF SANFORD FOR APPROVAL PRIOR TO INSTALLATION. 3. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 4. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 5. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND JG LOCATED AS SHOWN ON SITE PLAN. c'O' L(74tIT 6. HANDICAP SYMBOL SHALL BE BLUE PAINT. HANDICAP SIGN SHALL HAVE A MINIMUM CLEARANCE OF 7' ABOVE GROUND. 7. FIRE LANES SHALL BE F.D.O.T. YELLOW TRAFFIC RATED PAINT. 8. 3 FT. AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL TREES AND SHRUBBERY. 9. ALL UTILITY CONSTRUCTION SHALL MEET CITY OF SANFORD STANDARDS. 10. A SIX FOOT CHAIN LINK FENCE WITH GATES SHALL BE INSTALLED AS SHOWN ON SITE PLAN. 11. DUMPSTERS SHALL BE VISUALLY SCREENED FROM RIGHT-OF-WAY WITH BUILDING OR A 6' HIGH FENCE. 12. THE SEPTIC TANK SYSTEM IS PERMITTED THROUGH THE SEMINOLE COUNTY HEALTH DEPARTMENT AND WHEN THE CITY OF SANFORD'S SANITARY SYSTEM IS AVAILABLE, THE DEVELOPER WILL CONNECT TO THE CITY'S SYSTEM. HANDICAP SIGN SHALL HAVE A MINIMUM CLEARANCE OF 7' ABOVE GROUND 8 4" I Imo- 4.. 4" 4" HANDICAP PARKING SPACE STRIPING 6' LONG PRECAST CONCRETE BUMPER EDGE OF PAVEMENT I_al I I I� 11= -- (2) No. 5 DOWELL - 3' LONG PRECAST BUMPER DETAIL N SCALE: 1 "=40' 0 10 20 30 40 Pi PROJECT NUMBER 90 -- 159 SCALE 1" = 40' DATE NOV. 6, 1990 SHEET 3 OF 8 4. 30 w w 27 26 25 24 9 EXIST PIPE EXIST. PIPE TO BE REMOVED INV. �S� 26.34 INV, N 26.20 INV. (S) 26.89 INV. (N) 26.66 BEGIN CONST. STA. 15+28.38 126, SAW CUT AND MATCH EXISTING x — x — x x — x — x — x X_ X_ X_x CHECK DAM [ 40 LF 18" RCP @ 0.73% M.E.S. INV. (S) 26.95 M.E.S. INV. (N) 26.66 PROPOSED LIGHT POLE r- 6"x 12" FLUSH CURB EXIST PAVEMENT 2 X_x _x _x - 0 PROPOSED LIGHT POLE -\ 0 EXIST. 6" STUB -OUT x x x 0 lb I X_ X_ x Tlb U-) EXIST. P.K. NAIL 0. 00+ STA. 10+26.00 5A .11'5 /- EXIST. DIRT ROAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - L DITCH PLUG x x ----I 19 o55 F26.95.---\ 10 1 1 1 X lk V) _LQ si. LLj UJI W ILI 'L STA. 10+00.00 IILI 1 - - EDGE OF PAVEMENT RELOCATE EXISTING SWALE AS SHOWN EXIST. 16" PVC WATER LINE CONST. 2305 LF 10" PVC WATER LINE (C-900) EXIST. P.K. NAIL 10" PVC WATER LINE STA. 14+70.80 TEMP. TURBITITY BARRIER CHECK DAM CONST. 10" x 16" TAPPING SLEEVE & VALVE TOP ELEV. 28.20 6"x 12" FLUSH CURB EXIST. FIRE HYDRANT EXIST. 15" RCP BOT ELEV. 26.94 INV. (S) 24.78 32' SAW C SCALE1"=30' BEGIr CI 25' 4' 8.5' 12' SIDEWALK ROADWAY 0.5 DITCH PLUG - 9- TOP EL. 27.00 SECTION A SCALE: 1"= 6' KENNEL, ROAD STA. 15+52.80 STA. 18+00.00 80' PAVFMFNT TRANSITION SCALE I "=,5U- \LY PROPOSE GRADE 0 F- )o v))o R -MOVE EXISTIN 3 ASPHALT PAVEMENT 0.44% ZN 0 + 0.0 EXIST. GRADE m V) EXIST. 18" RCP CHEC< DAM 27.91 5' WIDE 1' HIGH EXIST. 15" RCP PROPOSED SWALE (EAST SIDE) EXIST. SWALE (AST SIDE) CHECK DA J 5' WIDE - 0.75' HIGH EXIST. 3WALE (EAST 1DE) 40 LF 18" RCP 0 C.73% PROP. SWALE (WEsr SIDE) M.E.S. M.E.S INV. (S) 26A5 INV. (N) 26.( 6 EXISI. 15" RCP rn co 10. '12 13 14 15 16 17 30 29 28 SEASONAL HIGH ELEV. 27.40 v 27 26 25 VERT. 1" = 1' 1 HORZ 1" = 30 0 0 0 0 00 �- r .� W w V) W W z V) J (J F— Q 34 33 32 31 30 29 28 SEASONAL HIGH ELEV. 27.40 27 26 25 FIFTH STREET -- ,--\ -... INV. �N) 26. 0 FIFTH STREET SCALE 1"=30' 1V STA. 18+ 00.00 - STA. 28+ 00.00 � PROPOSE GRADE vi N LL LL O 0.24% O co— N — — — — — — — — ----- ---- PROPOSE GRADE — — — — — — — — -- — — — 29.28 O+ — —' — _ — — — — ECK DAM 0.24% c— — — — --- -- _ CHECK DA 2s.55 --------------- 28.68 EXISTING, GRADE 28.05 ROPOSED SWALE (WEST SIDE SHOWN) CHECK DAM _ PROPOS D SWALE (WEST SIDE SHO ) _ SEASON L HIGH 28. I 28.18 27.81 c ccto Ncr ci M to M M r7 18 A W V) LLJ V) 34 33 32 31 30 SEASONAL HIGH ELEV. 29.00 29 28 27 26 25 19 20 21 22 23 24 25 26 5' CHECK DAM DETAIL 1 3' VERT. 1" = 1' HORZ. 1" = 30' i p PROPOSED LIGHT POLE O T co �- N - - Q W (n = - (/)- . - -- Z w w �10 Z W Q I 10" GATE VALVE 34 33 32 31 30 SEASONAL HIGH ELEV. 29.00 _ -29 • 27 REMOVED EXIST. 12" VCP INV. S 28.35 I I INV. N� 28.30 6"x 12" FLUSH CURB (TYP) PROPOSED LIGHT POLE L REMOVED EXIST, 15" VCP I I INV, (E) 28.10 PROPOSED LIGHT POLE PROPOSED LIGHT POLE (TYP) INV. (Y� 27.90 CHECK DAM TYP I 1� I !,00--x- gX��22 _ - -Z -dE- - - - -x�1- -x- y0� $16 gx bx I x 1X -� I I X ^, � �- - _ - - •---��E- ...�. __ ____ ._ - fig- -_ -� - _ ��--- _ '�- g-b- •yp � q' -s► _ X 6 X x x LJ x N�- _ Ag S°6 --- •� �p� JN. �1 X b -�X ` !g X °� X �05 - - p$ y1 ro 15 X X X I55 LF 12"x 18" RCP Q 1.82% 10 PVC WATER LINE 10" PVC WATER LINE I I M.E.S. INV. E) 28.10 I M.E.S. INV. �W) 27.90 CHECK DAM (TYP) 6"x 12" FLUSH CURB (TYP) SEE SHEET 2 FOR PIPE CROSSING I I I � I II 6"x12" FLUSH CURB I N 28.13 I I ( SCALE 1„_ 30 I I I I• I II KENNEL I II STA. 26+00.00 -- 34+00.00 II 8" G. V. 8" PLUG 10"x 8" TEE 10" G. V. REMOVE EXIST. 18" CMP INV. (S) 29.20 INV. N 29.10 8" PVC WATER LINE SITE OF AFRO PRODUCTS END OF CONSTRUCTION STA. 34+65.15 ELEV. 29.91 - 25'- 6" STABILIZED TRANSITION TO DIRT ROAD 0 200.0 ' V.G. o PVI STA 7+00.00 ELEV 31.14 SAG/CREST STA 27+19.85 o o ELEV 31.04 F U W cl 0 V� N cl 0 O Cn N EXISIIN GRADE 0 M > oa ----- - 0.24 - -0. 6 ---- ----- ---- -- -- - - 30.32 ---------- - - - - - - - _ --- --'- - - - - - - - - - - ----- --- ---- ---- ----- - - - - -- ---- - - - - - - - - - -0.16 � 25 LF 6" STABILIZED ANSITION TO EXISTING DIRT ROAD 30 02 30.0a CHE K DAM PR POSED GRADE 30.00 CHE K DAM 29.68 PROPOSED S ALE z �to SEASON L HIGH CHE K DAM -: 29.82 ELEV. 29.02 SEASON L HIGH 29.50 ELEV. 29.00 M PROPO D 12"x 18"R P W N L 29.18 28.13 12"x 18" RC INC. 28.20 26 26 FAN gre 29 30 31 32 33 34 34 33 32 31 WE 29 wwl 27 VERT, 1" = 1' HORZ. 1" = 30' ,t 4" SOLID WHITE STRIPE —\ r- CONSTRUCT LEFT TURN LANE EXISTING TURN LANE —aE-2622-------------------x------------- -- - - - - - — -- ---- 2 10 Z $O X6 13— — — — — — — 210' TAPER 165' STORAGE g� 261 --fib 6— — — — — — — — — — — — — — — — — — — — - OT— — — — — — — — — — — — — — TC 26.44 ---->E26---_ 26• G 26.30 EXIST. CURB TO BE REMOVED j 2yg S WHITE THERMOPLASTIC ARROWS 26.04 4" SOLID YELLOW EDGE LINE TC 27.78 �{2��6.000111 6x 25.93 LA -15 G z7.55 � � ^ 25. REGRADE EXIST. SWALE 15'R �— — �— — — — �yo —--atti— — _ X? 6 TC 29.35 EXIST. CONCRETE CURB STATE ROAD 46 TC 28.92 G 29.06 G 28.70 TC 29.43 G 29.04 ---- — _ — — 1 — — _ — — — 2��� Z$$� Z$1 ^- -, -•—�: --.--..---_...__xr-----------..---------)E-_..----.-.-----.-------.--_---i4...-.---_. -- �-X -_--..—..._.-----------------.— tig 5g — — — — — — — — — — — — — — — — — _.—.— — — — — — — — — — — bb X \1� gry5 EXISTING STOP BAR k2 � EXISTING STOP SIGN goo NOTE: ROAD STRIPING SHALL COMPLY WITH D.O.T. REGUAATIONS AND D.O.T. CONECTION PERMIT. Z � I tv 0 I 0 i cr i STATE ROAD 46 RIGHT--OF—WAY IMPROVEMENTS _, ; LEFT TURN LANE i w Z i w N SCALE: 0 10 20 30 25 25 13 12 12 13 4 9 SW 0.5 6"x 12" FLUSH CURB - 0.5 1/41/FT. ) 1/4"/FT, rJ' 3 YY 3 1 3:1 1 1/2" TYPE S-1 ASPHALTIC ' CONCRETE 8" SOIL CEMENT BASE COURSE COMPACTED TO 95% MAX. DENSITY (AASHTO T-134) ASPHALTIC PRIME COAT APPLIED AT 0.15 GAL./SQ.YD. OR 8" LIMEROCK COMPACTED TO 95% DENSITY. 12" SUBGRADE COMPACTED TO 95% MAX. DENSITY (AASHTO T-180) OR 12" STABILIZED SUBGRADE 75 psi F.B.V. TYPICAL ROADWAY SECTION N.T.S. NOTE: SWALE SIDE SLOPES ARE 3:1 MIN. SWALE DEPTH IS 0.75' OR 9" MATCH EXIST. PAVEMENT AND CROSS —SLOPE 6' SHOULDER STABILIZED CENTERLINE 12 WEST BOUND LANE PROPOSED SWALE 1/4-/FT. 1 ------------=T 3'1:1 EXISTING SWALE 3 TYPE S-1 ASPHALTIC CONCRETE 10" LIMEROCK BASE COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) NOTE: SOD ALL DISTURBED AREAS ASPHALTIC PRIME COAT APPLIED AT 0.15 GAL./SQ•YD. 12" STABILIZED SUBGRADE COMPACTED TO 957. MAX. DENSITY (AASHTO T-180) LBR 40 SECTION A STATE ROAD 46 LEFT TURN LANE STREET LIGHT STANDARD ! iAL 0)ARIA VARIES 111 30'l5 CONPOLE I. ry 0 b I ASPHALT NEW PAVENE I % I I LIMEROCK—�CONCRETE I I CURBING I I Su6.9AUE —'-'--j ROADWAY SECTION (TYP) , 1. Street lint Spacing snail not exceed 300' and snail be located according to aCCeptaa)e engineering practices. 2. Pole location and arm length are to be Coordinated with pavement cross-section.' 3.. Dimensions shown dre Lit nimums . i r . NOTES: I. ALL PIPE AND FITTINGS ABOVE GRADE 0 S & Y GATE VALVES SHALL BF FLANGED ENDS ' _ r • 2-BY-PASS METER ASSEMBLY NOT --I VALVE MUST BE CLOSED AND DOUBLE CHECK BACKFLOW PREVENTION LOW HAZARD- DOUBLE CHECK DEVICE REQUIRED ON MONITORED FIRE TIE-IN ASSEMBLY. SCH. 40 GALVANIZED PIPE HIGH HAZARD- REDUCED PRESSURE DEVICE LOCKED. COUNTY TO PROVIDE AND FITTINGS. SPRINKLER PROTECTION SYSTEMS REMAIN LOCKING MECHANISM. VALVE WILL BE SCH.40 GALVANIZED PIPE UNION UNION OPERATED BY COUNTY PERSONNEL a FITTINGS. ONLY WITH 24 HOUR ADVANCE _ PROVIDE TEMPORARY " NOTICE. SUPPORTS AS REQUIRED. METER BOX AND L I D TO BE SET FLUSH 2 "SDR 9 POLY 12" TO 30" WITH FINISHED GRADE. 12" TO 30" ABOVE 2" SDR 9 POLY 4" TO 6'� ABOVE FINISHED GRADE GRADE 1 11 b L j L il t v r � GRADE CURB BY-PASS DOUBLE 4 BY PASS 12" TO 30" CHECK 2 CORP. STOP 2" CORP. STOP FINISHED WITH WATER " CURB STOP —} GRADE METER ABOVE (LOCKING TYPE) GRADE EXISTING WATER LINE NEW WATER LINE NOTES: I. A POSITIVE DIELECTRIC CONNECTION ® I I/2" OR 2" METER SHALL BE MADE BETWEEN ALL ® GALVANIZED AND BRASS COMPONENTS. WATER MAIN 2.IRRIGATION METERS REQUIRE A PRESSURE VACUUM T U 13:1 N G PROVIDE SUPPORTS FOR BREAKER 3" AND LARGER. ® CORP. STOP 3. METER SHALL BE INSTALLED BETWEEN SIDEWALK DOUBLE STRAP SADDLE DOUBLE STRAP SADDLE AND CURB AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS RESTRAINED MECHANICAL JOINT FITTINGS AND PIPE TEMPORARY JUMPER CONNECTION SEM. CO. 2 -89 1 1/2 2 WATER METER BACKFLOW PREVENTER DOUBLE DETECTOR CHECK ASSEMBLY SEM. CO. 2-89 SEM. CO. 2-89 A � I 24" x 24" x 6" METER BOX LID MIN�SHEDER OGRADEH LID SET TO ER VIEWING ACCESS CONC. COLLAR IN DUAL CHECK DUAL CHECK UNPAVED AREAS BACKFLOW BACKFLOW ONLY. „ „ METER PREVENTER a �� PREVENTER 4 TO 6 LID (SUPPLIED WITH 4 TO 6 (SUPPLIED WITH VARIES ROAD CURB METER ). ROAD CURB METER). 16" TO 24 6" TO 2 9 a INSTALL P.V.C. PLUG INSTALL P.V.C.. LUG CURB STOP UNTIL CONNECTION I :;�i�•r •,���._• ���I o � ®� �Illi ,� CURB STOP UNTIL CONNECTION I 4�11�1. I�(i I�;; O ___ _ _� (LOCKING TYPE) (LOCKING TYPE) IS MADE. (� IS MADE -I[t _ ��►4 - �+�, FLOW --� FLOW—� _ - uu•,. ,, . u,, : lu o DOUBLE STRAP 4" OR I" METER :� O " OR I" METER • = - � �•;. ....... � - DOUBLE STRAP SADDLE DRESSER COUPLING SPOOL SADDLE " - � DR9 ICE POLY ANCH (DOUBLE SERVICE) Lo -- EXISTING WATER MAIN r I" MIN. ® SDR9 SER POLY _ BALL VALVES ® I MIN. DIA. ORP. STOP _ PLAN CORP.coRSTOP - NOTES: NOTES: � r� � •;- � a NOTES: I. ALL PIPE a FITTINGS ABOVE GRADE SHALL _ _ BE FLANGE ENDS. 1. IRRIGATION METERS REQUIRE A r _ Q Qa I. IRRIGATION METERS REQUIRE . _ - J PRESSURE VACUUM BREAKER. - PRESSURE VACUUM BREAKER. 2. ALL PIPE a FITTINGS BELOW GRADE SHALL_ 2. METER SHALL BE INSTALLED BETWEEN 2. METER SHALL BE INSTALLED BETWEEN I BE MECHANICAL RESTRAINED JOINT ENDS. SIDEWALK AND CURB AND IN NO CASE SIDEWALK AND CURB AND IN NO CASE 3. BACKFLOW REQUIREMENTS LOW HAZARD -DBE. CHECK SHALL IT BE INSTALLED IN SIDEWALK (TOP VI SHALL IT BE INSTALLED IN SIDEWALK ' HIGH HAZARD -REDUCED PRESSURE DEVICE. OR OTHER PAVED AREAS. OR OTHER PAVED AREAS. , 3. PRESSURE VACUUM BREAKER SHALL . BE 3. PRESSURE VACUUM BREAKER SHALL BE 4. PAINT ASSEMBLY WITH RED OXIDE PRIMER AND FINISH A FEBCO MODEL 765 OR APPROVED EQUAL. A FEBCO MODEL 765 OR APPROVED EQUAL. ( TOP VIEW) WITH TWO (2) COATS FOREST GREEN EXTERIOR ENAMEL. TYPICAL SINGLE WATER SERVICE (3/4 a I" , TYPICAL DOUBLE WATER SERVICE (3/4 I� DRESSER COUPLING - SEM. CO. 2-89 . SEM. CO. 2-89 O.S. a Y. - R.W. GATE VALVES FULL FLOW FLOW CHANGEOVER BACKFLOW PREVENTOR ► STRAINER VALVE (SEE NOTE NO. 3 ) MASTER AS REQ'D. AS REQ'D. NOTE: HYDRANT TO BE ' METER LOCATED 14` FROM GATE VALVE W 2 1/2" HOSE NOZZLES , OPERATING NUT ROAD CORNERS 81 FINISHED GRADE CONC. COLLAR 90°BEND � (I EACH SIDE) PUMPER NOZZLE ' 4 TO 8 FROM EDGE FACING STREET OF PAVEMENT IN W 31 BETWEEN CURB a \ \\ \ ��\\ �\ 2" CAP 90 BEND �) SIDEWALK. 2 BALL VALVE METER BOX W/COVER 12" TO 300 COMPACTED �� AS REQ'D. ° 2"GALVANIZED STEEL 2" LOW FLOW FINISHED ABOVE BACKFILL M i8 MIN. FINISHED GRADE 2 90 BEND METER GRADE GRADE I 2" 900 BEND *4 ( MULTI -JET) - DRAINS --- VALVE BOX z M J GATE VALVE g p t, I I I I-• I DO \\ \\ DUCTILE IRON I " I 12"SPOOL PIECE a 6" OF GRAVEL OR / UNDISTURBED 6 MIN. MJ TEE CRUSHED ROCK. DUCTILE IRON - �// PIPE PIPE CONCRETE PIPE SUPPORTS SOIL — :'.a4, THRUST BLOCK NOTE: BALL VALVE TO BE BRONZE WITH 316 (5 REQUIRED) CONCRETE �:4. STAINLESS STEEL BALL AND STEM 900BEND 900BEND SUPPORT ° WATER MAIN ® c `, RESTRAINED JOINTS RESTRAINED JOINTS 8 CU.FT. OF GRAVEL 5/8" GALVANIZED HYDRANT TO BE BLOW — OFF P VALVE SECTION OR CRUSHED STONE TIE ROD EACH PAINTED W/DUPONT EM.CO. 2-89 EXISTING WATER MAIN ) FOR DRAIN SUMP. SIDE (MIN.' 2 PER CONN. PIECE). 7744 D OR EQUAL. NOTE: VALVE BOX SHALL BE SCREW TYPE ADJUSTABLE AND COVER SHALL BE MARKED - WATER BACKFLOW PREVENTER FIRE HYDRANT ASSEMBLY • MASTER METER BA - -- SEM. CO 2-89 SEM. CQ 2- 89 r •RE TII POId OF THE WATER L NE LE SERVICE CONNEeTION TUBING AWWA C-901, 'DR-9, PRESS. CLADS 200 (I'1i3.4 SCALE SHEET NO. DESIGNED GMB DATE 2/89 THE TOP OF SANITARY & STORM SEWER LINES, THE WATER LINE SHALL BE DUCTILE IRON PIPE, OR ENCASED IN CONCRETE FOR A HYDRO TESTING AND DISINFECTION IF WATER LINES. SHALT, 51 PERFORMED AS SHOWN TO AWV7A STANDARDS C600 OR M23 (IF APPLICABLE) AND C651. DRAWN CLF ' DATE 2/89 DISTANCE' G(? 10' EACH SIDE OF THE SANITARY & gTORM SEWER LINES WATER SYSTEM DETAILS ALL PVC .PIPE MUST -BEAR THE I'SF LOGO.? ��PVC PIPE WILL BE SDR-21, JOB NO. N CHECKED GMB DATE 7/89 B. WHERE THE HORIZONTAL SEPARATION OF SANITARY & STORM PRESSURE CLASS 200 (OR EQUr,_.',) . 4" — 12" PVC PIPE WILL BE C-900, r SEWER LINES AND WATER LINE'S IS LESS THAN 10' ' , TIIE DR-18, PRESSURE CLASS 150 (OR EQUAL) . 6"' — 8" DUCTILE IRON PIPE m �� 0 In NO. BY REVISIONS DATE APPROVED GMC DATE 7/89 WATER LINE SHALL BE DUCTILE IRON PIPE OR ENCASED IN CONCRETE WILL BE CLASS 50, PRESSURE CLASS 150 (OR EQUAL) . "' IL . I EDGE TRENC (TYP) AREA FOR TEE . 4 b' 4 AREA FOR PLUG AREA FOR PLUG CROSS WITH PLUG TEE WITH PLUG AREA FOR DEGREE AREA FOR TEE .e o e. TEE OF BEND AREA FOR 450 CONCRETE THRUST / BEND BLOCK (TYP)X\ � a. 4 UNDISTURBED I'Ia; EDGE OF 0 . MATERIALS (TYP.) 'A s' TRENCH (TYP.) WOOD FORM BOARD BEHIND BELL SHALL NOT INTERFERE SCHEDULE "DEAD MAN" THRUST B RESTRAINT PI PE SIZE (INCHES) DIMENSIONS TIE RODS REQD A B C D DIA. NO. � " 2' �" 2' o " �� 41 �„ , 4 2=0 �u 4'0" NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF 21600 LBS. PER SO. FT. SOIL RESISTANCE BEARING (2,000 MIN.) SCHEDULE FOR THRUST BLOCK AREAS FITTINGS PIPE SIZE (INCHES) „ N g, '/0n 900 BEND (SO. FT.) 2, 0 4,0 ���� l010 450 BEND (SO. FT.) 00' .3,0 22 1/20 BEND (SO. FT) 2"SQ 2.0 .?, "0. 510 11 1/40 BEND (SQ. FT.) ', 0' 2- CT �5. 0 TEE AND PLUG (SO. FT.) 2, p 4,0 /0, 0 DESIGN PRESSURE (PS.I.) 160 /,5O /-$0' 150 WITH JOINT (TYP.) - NOTE: THRUST BLOCK AREAS. COMPUTED ON ^BASIS OF LBS. (2,000 MIN.) PER SO. FT. SOIL BEARING CAPACITY. SEE THRUST BLOCK NOTE NUMBER 5. BENDS AREA FOR PLUG W Y E AREA FOR TEE �/ �� y'y'� 4. AREA FOR PLUG AREA FOR PLUG + °• e - + s \ ALSO TYP. FOR WOOD BLOCKING ' (TYP.) INDIVIDUAL PLUG a i TEE WITH END PLUG CROSS WITH TWO PLUGS MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING FITTINGS PIPE SIZE (INCHES) 90° BEND 45° BEND 22 1/20 BEND 11 I/40 BEND BRANCH OR TEE DEAD ENDS STEEL REINF NOTES OFFSET (AS REQ D) I. WHERE PRACTICAL INSTALL FULL LENGTH JOINTS WITH UNDISTURBED SOIL TOTAL NUMBER OF JOINTS GREATER THAN TABLE AND FOR (TYP.) TRENCH THE TOTAL EQUIVALENT LENGTH. REQUIRED. LIMITS %/ STEEL REINF. .2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTING TRENCH \ EDGE OF . �� / WHICH YIELDS GREATEST NUMBER OF RESTRAINED JOINTS. WIDTH CROSSCUT „ 6 3. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, _ ® DRAWINGS FOR RESTRAINED JOINT SYSTEM. ENGINEER o N Q 4"x4"x I/2" GALVANIZED APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE THRUST s _ 2 BEARING A TIE RODS COUNTY. PLATE (TYP) " INCLUDING NUTS STEEL __f C (6 MIN.) 4. THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN \N\� \ REINF. AND WASHERS SCHEDULES SHALL BE COMPLETED BY THE ENGINEER FITTING THRUST BLOCK /\\\ - (SEE SCHEDULE) BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT 18„ AREA (SQ. FT) /j - - MECHANICAL LIMITED TO. T-HE FOLLOWING, PIPE TYPE, SOIL BEARING CONCRETE MIN. ENCASE TIE .�//�j,, JOINT CAP OR CAPACITY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, \/ //,, PLUG LAYING CONDITIONS, SAFETY FACTOR, THRUST BLOCK RODS IN 1-I/2 PVC D(4-0 MIN.) SEE TRENCH 3" COVER DETAILS FOR PIPE BEDDING REQUIREMENTS TYPICAL SECTION DEAD MAN)( THRUST AND RESTRAINT SET TOP of VALVE Box TO FINISHED GRADE. I THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL 18" DIAMETER OR 18" SQUARE Bd SURFACE REPLACEMENT TO BE CONSISTENT WITH �\ \ (SEE NOTE 1)FBACKFILL EXISTING MATERIAL AND OF EQUAI_ THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT COMPACTED � - TEDTHICKNESS SELECT \ �'EXIST. ASPHALTIC TRENCH WIDTH (W) + 4MATERIAL Bc T REPLACEMENT CONCRETE SURFACE JSURFACE .) T.Q.21. 2" MIN.). •. z �. 1.5' (W) 1.5' REPLACEMENT BASE N — Bc/4 (4" MIN.) SURFACE JOINT TO BE TRENCH MATERIAL TO BE MECHANICALLY SAW CUT WIDTH LIMEROCK, SAND - CONCRETE / ° \, :o CONCRETE CLAY, SHELL, Bc/2 —+ ,� �� Bc /2 TRENCH WALL UTILITY PIPE Bc/4 / \I ° / Bc/4 12 \\ 12" (4" MIN.) ::. �' : (4" MIN.) . —VARIES UNDISTURBED Bc/4 (6" MIN.) SOIL NOTES PIPE BELL I COMPACTED GRANULAR I. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES BEDDING MATERIAL OF THE PIPE TO THE BASE AND COMPACTED TO 98 % DENSITY PER AASHTO CONCRETE CRADLE to CONCRETE ARCH T - 180. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND ENCASEMENT TAMPED TO ABOVE SPECIFIED DENSITY. CLASS �IA)I BEDDING — SPECIAL CONDITIONS STANDARD ROADWAY OPEN CUT DETAIL -j Bd SEM. CO. 2-89 3 (SEE NOTE I)co TYPICAL MANHOLE FRAME (215 LBS.) COMPACTED AND COVER (140 LBS.) MARKED: uwo / BACKFILL EXISTING FINISHED GRADE SEMINOLE w tea- /// Bc /. AIR RELEASE cr Q Q COMPACTED GROUT WEIGHTS TO BE STAMPED ON FRAME SELECT AND COVER. MATERIAL �� 4 MAX. z Q= v� N B�DDANGEMATER AL AR i �/ ' j > I24 ' Lj mo— 3 + Bc /2 PREMOLDED PLASTIC JOINT FILLER •• . „ ) 2 COMBINATION VACUUM �7 / RELEASE VALVE. ' SEE NOTE 2 PIPE PLUG (TYP.) 11 .�D: :b 4' I.D. PRECAST MANHOLE. UNDISTURBED SOIL �, -,�-1 :' \ 211 NIPPLE 2" PORT WITH THREADED PIPE BELL \ �` 2 BALL OR PLUG VALVE 8 PLUG. 0.6 Bc (TOTAL) 2" NIPPLE ° o ; STAINLESS STEEL SERVICE SADDLE NORMAL TRENCH GRANULAR BEDDING FITTINGS AND PIPE FOR A.R.V. SHALL 611 CLASS "B" BEDDING —NORMAL CONDITIONS BE BRASS. ooI + CUT OUT FOR FORCE MAIN AS '� $ 0 00O �o 6" COMPACTED BACKFILL OR OTHER FINISH REQUIRED. BRACING BEDDING ROCK a" „ la" Q�in1FnQ�l�n SCREENED FINISH 6x6-6/6 W.W.F. AS REQUIRED , // THIS PORTION 6 MIN. r TO BE CUT 12 i AND REMOVED COMPACTED BACKFILL AS SPECIFIED FOR BEDDING TYPE N _ PIPE BELL SHEETING / Bc Bd (SEE NOTE 1) PROTECTIVE CONCRETE SLAB j SHEETED TRENCH TYPICAL DETAIL NOTE' FOR MANHOLE FRAME a COVER DETAIL, SEE SANITARY SEWER (DETAIL SHEET. NOTE: PROVIDE SUPPORTS AS D' REQUIRED. 2° NIPPLE _ GROUT 2" - 900 ELL 2" - 900 ELL. p •4• • •P, �� — 2" CORP, STOP FITTINGS AND 2 BRASS m PIPING FOR PIPE OR A.R.V. SHALL 2•" UNION SCH 80 BE BRASS.. OFFSET INSTALLATION WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND CONCRETE COLLAR IN UNPAVED SPECIAL DETAIL AIR/VACUUM RELEASE DETAILS TO UNDISTURBED MATERIAL. AREAS ONLY. BEDDING AND TRENCHING NOTES SEM. CO. 2-89 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE. JOINTS SHALL NOT BE COVERED BY THRUST BLOCK. I. Bc = PIPE O.D. *k4 BAR ALL Bd = TRENCH WIDTH AT TOP OF PIPE FINISHED GRADE 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS. 14 AROUND MAX. Bd = Bc + 24 MIN. Bc = MAX. DIM. OF BELL +8"(UNSHEETED TRENCH) 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFIC EXTENSION STEM WITH // /i/;o•'+ p :;� \\// // //i// MAX. DIM. OF BELL +12" (SHEETED TRENCH) „ FITTING ARRANGEMENT. 2 SQ. WRENCH NUT �\ / \\ 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL 36�� HIGHWAY \ AND UPPER GUIDE / /// Q 66 RAILROAD STEEL CASING PIPE SCREW TYPE > BE AS REQUIRED TO REACH SUITABLE FOUNDATION FOR MIN. COVER • 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD REQUIRED FOR MORE ADJUSTABLE NON -CUSHIONING MATERIAL, DEPTH SHALL BE 6 11 BELOW THRUST BLOCKING IS NOT SUITABLE, AND/OR SOIL BEARING CAPACITY IS LESS THAN THAN 4' DEPTH. VALVE BOX w Z BOTTOM OF UTILITY. 6" I" STAINLESS 2,000 P.S.F. OR PIPE IS 16" OR GREATER. WITH CAST > 90 o 3. SHEETING SHALL BE. DRIVEN BELOW THE UTILITY INVERT STEEL BANDING BOX SHALL NOT REST ON IRON COVER. v = IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. VALVE OR PIPE AND SHALL w MATERIAL REMOVAL WHERE DRIVEN BELOW PIPE INVERT, IRON 7 THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE BE CENTERED ON .NUT. o M SHEETING SHALL BE CUT OFF A MINIMUM OF 12 - ABOVE _ TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE FOR 12 81 UNDER t COMPLETED BY THE ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL USE 4-4"x4"x4' LIMITED TO THE FOLLOWING: PIPE TYPE, SOIL BEARING CAPACITY, SOIL TYPE, DEPTH OF VALVE (TYPE AS SPECIFIED) w� SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30 PRESSURE TREATED COVER, TEST PRESSURE, LAYING CONDITIONS, SAFETY FACTOR. �L BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. WOOD SKIDS NOTCHED BRACING SHALL BE PROVIDED AS REQUIRED FOR S.S. BAND. BEVEL B. ALL WATER LINES WILL BEAR NSF LOGO FOR POTABLE WATER USE. + 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER CONCRETE MORTAR LEADING EDGE. "DEAD -MAN" c DEPTH OF COVER IS LESS THAN 36" FILLING BOTH ENDS. 9. STEEL REINFORCEMENT FOR SHALL BE DETERMINED BY ENGINEER. NOTES 5. BACKFILL TO BE COMPACTED TO 96% DENSITY OF NOTE CASING TO EXTEND 4'.MIN. EACH SIDE OF PAVEMENT. I, COVER TO BE MARKED WATER, SEWER, OR �W AASHTO T180 MODIFIED PROCTOR IN AREAS TO BE PAVED FOR CASING SIZES SEE SECTION VI B OF SEMINOLE 2. VALVES SHALL NOT BE LOCATED IN STREET CURBS AND 95% IN OTHERS COUNTY WATER AND SEWER GUIDELINES. THRUST BLOCK DETAILS VALVE AND VALVE BOX DETAIL PIPE BEDDING AND TRENCHING DETAILS BORING JACKING DETAIL SEM CO 2-89 SEM CO 2-89 SEM CO 2-89 SEM. CO. 2-89 DESIGNED GMB DATE 2/89 A• WHERE THE BOTTOM OF THE WATER LINE IS LESS THAN II ABOVE THE TOP OF SANITARY & STORM SEWER LINES, TILE WATER. LINE SHALL BE DUCTILE IRON PIPE, OR ENCASED IN CONCRETE FOR DISTANCE OF 10' EACH SIDE OF THE SANITARY & STORM SEWER LINES, , B. WHERE '1'IIE 11UILI'LUNTAL SEPARATION OF SANITARY & STORM SL••WP•,R LINES AND WATER •LINES IS LESS THAN 10' , THE; ' 1wn'rhR r.rrrr: slinr,r, Br. Duc'rsl,L IRON_hlPE, Olt ENCASED IN coricltETE. SERVICE CONNECTION 'TUBING AWWA C-901, DR 9, Y1tESS. CLASS 'l00 (PE3408) HYDRO TESTING AND DISINFECTION OF WATER 1,I1VEE SHALL BL ': i2I'GRMED TO. AWWA STANDARDS C600 OIt M23' (IF APPLICABLE) AND C651. ALL PVC PIPE MUST BEAR THE NSF LOGO. 7'-�r" PVC PIPE WILL BE.SDR-21, PRESSURE CLASS 200 (Olt EQUAL) . 4" - 12" PVC PIPE WILL BE C-900, DR-18, PRESSURE CLASS 150 (OR EQUAL) . 6" - II" DUCTILE IRUN PIPE WILL BE CLASS 50, PRESSURE CLASS 150 (OREQ['AI,) M DRAWN CLF DATE 2/89 CHECKED GMB DATE 7�$g N0. BY REVISIONS DATE APPROVED 1 GMC DATE 7/89 1 V -f SCALE SHEET NO. AS SHOWN I JOB NO. OF J r MANSARD BEYOND r----------------------------------------------------------------------, i E- I I I r— I L_ R R R R W E V I E L E X • .. • R R R F=i - _ R - • F=4\ flitt F TI-- • Ll I ( ---f-ff ;k \\ MANSARD BEYOND 1 r-----------------------------------------------------------------�\ 12 1 I ITLL • _J I 20'-0" i i _J SOUTH V. ___..._-_____ - �} 11 1 41-011 - Jill NO��)TH ------------ PRI: )L rl nIi A A a A A - A h t A � A ;A ELEY. SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SANFOR F ORID 32771 P31-� UTILITY ZOWEICT ION FE., %-31 SI.2, f G NOTESt SCALEI SIONS$ DRALN BYs MARK TITLE BLOCK: ELEVATIONS SHEET NO. 1i81I i ENGINEERING SIGN, Ind P.015OX 620fo"229 LONGWOO, FLORIDA 32152-069$ (401) 69g-4500 AEROPRODUCTS INC. , o (o J05 No. lao-159 3 4 5 6 REYISIONSs 3 4 6 Pi 3 �3 k DRAU.N BYm MARK TITLE BLOCK 10t F1.00'pt Pl.M SHEET NO. 2A ENGINEERING DESIGN, INC. P.O.$OX 520&e5 A5R0 PRODUCTFRODUCT5 INC. O LONGWOOD, FLORIDA 32152-0695 (o (401) 699-4500 JOB NO. 9ID-159 N071=8: SGALrza BLDG. t0 RE FULLY SPRINKLED 22V-0" R>=YIBIONB: CV 2 3 • EIZ Gol.l�`r" E K1'1 2 L3 4 6 Ez DRAWN BY: MARK TITLE BLOCK: 2nd FLOOR MAN BNEET NO. 25 ENGINEERING DESIGN, INC. f*.OBOx 5206c.Z AE O PRODUCTS INC. or- � LONGU 000, FLORID 32152-0W (4O1) foeS-4500 JOB NO, 90-159 TTF. 12" X 1(o" COL. tN I �ANC�t I.-) I L. FL AN Me I CNAL ENTfP,-,-,ANCE FLAN / �/ // / / Ll / // / ' // "/ / ''/ / ' r OFT I ONAL E N T E ED T L ENTfP ELEV, ELEV REVISION5: t z 3 4 5 6 DRAuIN 5Y: MARK TITLE ESLOCK: ENTRANCE BLOW -WO SHEET NO. ENGINEERING DESIGN, INC. P.OBOX 5206s5 AFRO PRODUCTS INC. OF � LONC* OOD, FLORIDA 32152 -0695 (401) 699-4500 J05 NO. 9f0-159 0 4" CONC. 6LA5 W/ z 6X6 10-10 w1um. -------------------------;------------ 12" ® • 3 Se EA•WAY 2' - 4" TYP.- IHNC)WALL_PR4ME-FTG 12" • • . 4 aye )=A.WAY 4" CONC. SLAB W/ 6X6 10-10 W.Wm. --- ---------------------------------------------------------------------- ----=---------- 2411 • ® ® • . s�. — 6 %o EAMAY V1 Vi i � MONO FTG. 9 INTERIOR d° CSC• W.Wi W/ W.UlM. bXb IID-10 ------------I 12o /f \\ • • • 4 5e EA.WAY Wt 2nd FLOOR FTG."A" (O coNC.0-1 wiu uu kt 24" TYP. MAIN FRAME PTG, ------ ,------------------------ TYP.INTERIOR FRAME _FTG, • • • s s • 7 "ba e 4 WAY - - 12" CLR. SPAN MAIN FRAME FTG. ONLY ------------------------------------- RE V I610N6: 2 3 4 6 DRAWN 5Y: MARK TITLE 5LOCK FOIJNDAtICiN P1.AdJ BNEET NO. ENGINEERING DESIGN, INC. r P.O.5Ox 520695 AlO PRODUCTS INC.IN , of LONGWOOL, FLORIDA 32152-06W � (401) 699-4500 J05 NO. 90-159 I Ito I �" I= L EE G T R I C; A L 5 C; H E P U L E DESCRIPTION ITEM REMAIS" FL0UFtE6C.ENT L*HT 2'X WIRECE" FLMFRESCENT LIGHT r 11 FLOUSSOC-ENT L;GWT 2' X 2'15=666 INCANDESCENT LIGW fo 0 WATT BLDG. LIGHT wi-mRoseow 60PILS1 EMERGENCY LIC144T EXIT LIC114T EX14AUOT FAP4 TO EXT. 131-06. DUPLEX OUTLET fp 120 VOLTg GCS' mTrm CUTLET 120 VOLT$ QUAD OUTLET 120 VMTS 1 OW APA 6MLE CUTLET 230 VOLTO WALL WITCH (I -WAY) WALL SWITCH (3-WAY) FAIleL130ARD 206vaPH OR 240VAM4 4WV13i�4 DRY TRANWORIER 48WV-2Z0Y/I20V, 3PH, 4W OlAn r1le AA;MTY M r-u C-7- E-14C40SURCE I SEg- ELEC, SINGLE LINE ON SAIr. E-9. F-7' �51VC40YORC NOTES: 1. SEE SHEET E-3 FOR SINGLE LINE SCHEMATIC AND ELECTRICAL CALCULATIONS. 2. A MAXIMUM OF, SIX (6) DUPLEX RECEPTACLES SHALL BE CONNECTED TO ANY 20A CIRCUIT BREAKER. A MAXIMUM OF 16A LIGHTING LOAD SHALL BE CONNECTED -TO ANY 20A CIRCUIT BREAKER. lk$ i 1 1 1 1 r----------------------- 1 � -------------- NOTE: ALL CIRCUITS FROM THIS � I FED 1 SPACE SHALL BE FROM I =o i PANEL "B" L______________________rs irla� 8 $ WAREWOUSE BELOW - 1 1 i 1 3° 3 3° 3 O O O 2N � 1 � r 1 NOTE: ALL CIRCUITS FROM THIS 1 1 r SPACE SHALL BE FED FROM t -- PANEL "A" ---- tim —��'``—a_ L----------------------- J i-' C L�,'�- X� Q T k A- 1 �" 1 1 M N REMOLNT BELOW ----------- ----------- r s.ss NA r V� __ - ------- ,`tj T_" '1060 1 1 L------- TYPE 0-1 FLOODLIGHT (TYPICAL 8—PL) (SEE SINGLE LINE SCHEMATIC) NOTES: 1. SEE SHEET E-3 FOR SINGLE LINE SCHEMATIC AND ELECTRICAL CALCULATIONS. 2. A MAXIMUM OF SIX (6) DUPLEX RECEPTACLES SHALL BE CONNECTED TO ANY 20A CIRCUIT BREAKER. A MAXIMUM OF 16A LIGHTING LOAD SHALL BE CONNECTED TO ANY 20A CIRCUIT BREAKER. NOTE$s Conrad Diller SGA4>rs 1/8" REYIgIGNB: ©RAU.N BY, C E G.m. TITLE 15LOG2nd FLOOR ELEC. PLAN SWEET NO. I Engineering Company N fN R(N D (C-TN, INC. 4e z 6109 S. Orange Blossom Trail — Suite 4 Orlando, Florida 32809 r P.O. 30X 52 (o9 I AFRO FRODUCT5 INC.OF 3 (07) 855-8718 LONGWOOD, FLORIDA 32-1 �2 -Oo95 ro 4 (401) 099-4500 JOB NO. W-I59 E2""-' �, :. - �` .. -.: E. a.. z .. .. .. i;, :<� 6CALEs 225'-0" 4 0 DRAW 15ys MARK TITLE 15LOCKi 2nd FLOOR + EF- 6HT NO. ENGINEERING DMIGN, INC. P.O.WX 620row AERO MODUCTS INC. C UTTER f EAVE FURL IN Ilz" PURL. IN E�' O/C MTL., 5IDEWALL.. MAIN FRAME BT- OTHE R5 44"X4"X1/411ANr--;LrE aEACOL., JEL_ W1 IS EA. X 1(o " 5TACK BL-K. W1 S 12' O/C �� 10' _ O" 1 8I_1 611 F PLATE X 4" 5TUD6 24" O/C " DRYWALL EA. 51DE )TT. PLATE P.T. GONG, SLAB U1/ :6 10 -1 O W.W.M. INTERIOR PARTITION 2" X 4" - 24" O/C 2" X 4" BOTT. PLATE 3/4" T4G PLYWD. GLUE 4 SGREW 10" WEB JOIST lro" O/C E3Y OTHERS [��DBL. TOP PLATE DROP CEILING 2" X 4" STUDS l(o" O/C 1/2" DRYWALL EA. SIDE 81 - 011 OF L INE P PLATE X 4" STUDS 24" O/C 3" -"X" BD. EA. SIDE BOTT. PLATE P.T. 4" GONC. SLAB W1 (0X& 10 -10 W.W.M. 1 . PIREWALL W,P,*13 510 4NGER5 - la" WE5 JOIST i(o OTC -rf,f fr IL x=x x—x=-x-=x=x : x— 2'' � 4-1I I V, E-41, �ji< r b P Ir r-► u E30TT. PLATE P.T. 4" GONG, SLAB W1 fo X<o 10 -10 W.W.M. T"'�F. t"lolTL-5LDr—i. 6t=CTION 1211 s s SEE FDN. PLAN o o_ 1& II - 2r65EARINGL. INT. 5EAF.,..INGWALL NOTES: SCALE: REVISIONS: DR,gI�N BY: MARK TITLE BLOCK: SEG?Iq�is SHEET NO. I , Z ENGINEERING DESIGN, INC. 6A 3/4" 3 ROBOX 5206c.* AERO FRODUCTS INC. o 4 LONCsUJooD, FLORIDA 32152-0695 (o 5 (401) 699-4500 6 JOB • NO. 90-159 ' � , , - � ,. ,� r ;... � .. , ,. .' ., y r... .: WEST F-Lr=fir'. 25'-0" 12'X14'OHDR 13'-0'� i0'-011 PAINT STORAGE L F— —1 LM 0 I j 2 HP, FIREWALL SEE DTL. SHT.45 t 4 f �1 L PRE-ENGINEERED PAINT BOOTH 20'W X 19'N X 46'L �a WORK AREA I x. N t 12' X 14' OHDR 12' X 14' OHDR 12' X 14' OHDR t; m wEll a3 31, wm 1, k7 a `0 25'-011 25'-0" 25' -0" 501-0" NOTES: SCALE: REVISIONS: DRAIAN BY: MARK TITLE 5LOCK: PL OOR PLAN SHEET No. I 2 ENGINEERING DESIGN, INC. 2 ROBOX 520(o95 A RO PRODUCTS INC, of BLDG. TO Er E FULLY SPRINKLED 4 L.ONGWOV FLORID 32152-0695 C/j'Z{)� ?` �Js�:j!•S m$I'YS vt:t } ` 't'' Yt.,; rY}... ° �, , �JSG/� 5 t 1° r r 5 (40"1) �69 -� ., � JOB NO. 90-159 i r-------------------------------------- --: r--------------------------------------------i r--------------------------------------------: : n 44" CONC. 5LA8 W1 (OX6 10-10 W.W.M. (0 u 1 • 1 EQUAL 12" 2 SS CONT. � IS" i • O j ��' loll ------- -- -� I 25'-0" -_--------- --�\\ \ I I I � I 1 T" F. FERIMETEF� r-Tr-:;. UI ------------------------------ I EQUAL I 1 1 I 1 I 1 I � I � r— i2� I I I I 1 I i 4" GONG. SLAB W1 EQUAL I NOTE: 1 ro Xro 10 -10 l.U.W.M. 7NES 2 BAYS ONLY I 4" CONC. SLA W/ 6X6 10-10 W.W.M. I I 3000 P.81 A 281DAYS OVER .006 VISA. OVER CLEAKTREATE 4 COMP. TO 2500 P.SF. FILL -. I �u ____-----'--------------------------------- -- - --/ I . I - — - - - 19'-0 1/2" I I , 1211 ----------- I 3 Ss EA.WAY 1 12'-0" 1 25'-0" U [Q I TYP. 05 HAIRPINS W/ HOOKED ENDS I I EQUAL 1 I 2' - 4" I I I 1 NOTE: THIS BAY ONLY 1 I 6" CONC. SLAB W/ 6X6 10-10 W.WM. 3000 P.S.I. tv 28 DAYS OVER .006 VISA. 1: 1 5-10 OVER CLEAN,TREATED 4 COMP, TO 2500 PSP. FILL I' ' I r—J I I 1 LE ---.-.-.J L---•----_-_-_ --_'- .----J � L-----^---------------------^--------------J L_-_-------' __-----.- -----._-_-_-.--------- i' YSS i W" W $" 6, f 21 rid 0 a 2'-0" 3'-0" 2'-8" 12'-0" 5'-4" 7'-0" 12'-0" 6'-0" 3'-0" 2'-0" 12'-0" 7'-0" 1'-0„ 4" GONG. SLAB W1 6X6 lO -1 D W.W.M. 25'-0" 25'-0" ---_--------------- -------------- ------------------------ ----- (oil 15' -01, , �2 12 n � . o • • • 4 Sa EA.WAY EMBED 1 1/4" 4 �.� 6" THK. CONC. COVER V-7 1/2u W/ 05 BARS 9" O/C 4 5' LONG 36" LONG 04 BARS *18" O/C 3!4" A' 3'-3 1/2" 36" LONG 04 BARS BIS" O/C 6" CONC. SLAB G' 6" GONG. SLAB DETAIL " A' " 6" CONC. SLAB / W/ 6X6 10-10 WWM W/ 6X6 10-10 UM 3 -4 W/ 6X6 10-10 WWM -2II I ----- -- - - -- ---- - - - - - - -- -_--- --- --- 6K. " THCONC. TRENCH W/ ?,F 10 2:_gu 6" THK. CONC. TRENCH W/ x 6" THK. CONC. TRENCH W/ 2 -g" T rf=, MAIN I=FP-,AME FTC-s. 04 BARS CONT.AS SHOWN 04 BARS GONT.AS SHOU,N 04 BARS CONT. AS SHOWN EMBED 3�: 4 04 BARS 15" O/C VERT. 4 04 BARS IS" O/C PERT. 4 �4 BARS IS" O/C VERT. SECTION "A" DETAIL " C' " SECTION "B," SECTION "G" r . ------- ------------------------ NOTES: SCALE: REVISIONS: DRAWN BY: MARK TITLE BLOCK, FOUNDATION PLAN SHEET NO. 2 ENGINEERING DESIGN, INC. 3 II 3 O.BOX 52rd6� 01✓ NOTE; SLAB THK. TO E3E 6" IN FAINT E300TH BAY ONLY 1/4 F'• AER® PRODUCTS INC. �' 1-E 1vj �' 1,E.��> ;1 }r P ; �: r�..l �U �-r' �. - 1 4 LONWOOD, FLORID 32152-069$ 5 (401) 699-4500 5 • 6 JOB NO. 90-159 s I TYPE 0-2 FLOOD LTS - TYP (SWITCHED BY PC CELL AND TIME CLOCK) TO ARR ES7"OR ( 70 Nf3 LTS PC CELL 2 --jIZ,1C } ro 800A13PN/A1N GB JIW17-CN I CONrACj'oRS X W1d merzw 0 D C LO K Gurr�'ER CNENt A 1� /41 800;5 MOP 1ao0 a __L ..I, A <„ C --T s I SODA 277/80 � r?7 2 - / "c 2 711480 V �s�. 4w ff - .50a,MCM Cu 31�i `� DRY. )C FNI M Jo- 'g/o cu G1vo .�-5da rcrr I-, x08Y1140 / CC")" 3 z "r 00 C,u ALr, u� s1z 1GE' I 2�.sst ZOUA�3P IZo/Zo8 (zooAF) $0, 4W 10OA13 P �I o oA Fi 000AISP (2aoAF> D B C /O oA Z 2 57A 17-6/ios /zo/zoo 7;0, 4W.310, 4W (/2 - 3SoMCMr-A4..), 3-3'C) TU CLN .V1F'/NG 1 `B D6 3- 300G C1—f61G), 1-G'Cu,-" 4-1(AL), 1-8Cct�2!'VC 3-I (AL�, /-8Cu, -2- PVC .STEEL (rY CAGE z/o cu. r NOTES: 1. PANEL 'E' IS 'FED UNDERGROUND FROM FRONT BUILDING 2. A MAXIMUM OF SIX (6) DUPLEX RECEPTACLES SHALL BE CONNECTED TO ANY 20A CIRCUIT BREAKER. A MAXIMUM OF 16A LIGHTING LOAD SHALL BE CONNECTED TO ANY 20A CIRCUIT BREAKER. dx n1 o reov ELECT-RICAL. .SINGLE LINE i J2EAR 13LDC1. I � � PTO FLo00 I L1ryNTS �G CEGL N9MA / 2 - /O, aUrrER F Grp cK 100,4 I (v OA/31- 12 O/Z08 l (4sAr-> 30, 4w I DRY XFMa 30 /<VA 1-E 4, 2ooy/rzO 4I Conrad Miller Engineering Company 6109 S. Orange Blossom Trail - Suite 4 Orlando, Florida 32809 (407) 855-8718 E-3 -!a (AL.} #Ff Cu ro Cl. GlVo R0,0 8GALE, 1/4" IREVISIONSS I 2 4 F7 All work shall: be done iri``coa' liance Frith, the 1f390 edi,tlort of the National Electrical Code (NFPA-70)_.and# tie local and`Caunty building, code enforcement su.thorities. Cutting and piercing "sW1 tw do4e in. u rmniter, which shall in no way weaken the structural. integrity of walls, floors or ceilings. Penetrations through waterproofing membranes shall ,be ►fie absolutely watertight. Provide engraved plastic naunepla:tes ,on all ;panel.bpards : sand receptacles Nameplates shall be 3/32 inch thick phenolic plastic laviinates with hiWi gloss surface finish (black with: white lettering). Obtain from Graphic Studio Inc., of Orlando, Florida, Allen Naiking Products Co., or lather acceptable manufacturer. Mounting heights, unless otherwise specified, shall be as follows: Gqui.pmerit of Device Haight Convenience Outlets' 18" Wall Switches 48" Panelboards 72" (top) Safety or Disconnect Switche's 60 " Heights indicated are to center of `device. All materials shall be new, shall bear the Underwriters Label of approval. Below grade coriduit shall be schedule 40 PVC (Gray) direct buried with a minimdup depth .of 18" cover in accordance with NEC Table 300-5. Use rigid heavy wall galvanized steel comiuit or schedule 80 PVC conduit for turn -ups to grade. fmc or afr shall be used in,above grade locations. Miniatum size sluall be 1/2 inch. IXr shall be installed only within the building. above grade "conduits shall be secured at intervals of not more titan 10 feet. Use short length of greenfield (or liquid -tight flexible conduit in wet locations) for final connection to equipment that Is subject to vibration or movement. Panelboard feeders shall be type '111W aluminum alloy. Grounding condudtor.s pulled with aluminum cable shall be copper. All other wire and cable for this job shall be copper, type '11W. All cable terminations shall be properly torqued. Aluminuin cable shall be terminated with Burndy HYPLUG compression adapters -properly torqued at the connectors. Wire connectors or properly taped solderless pressure connectors shall be utilized for all splices. Branch circuit Conductors shall riot be smaller than No. 1.2 AW0 . CondLiCtOrs for branch circuits of 120 volts which are more titan 70 feet from panel, shall be No. 10 AWG, minimum. Color code conductors as follows: 120/208 Volt, 3--Phrase: Phrase A - Black Phase B - Itcdl Phase C - Blue 277/480 Volt, 3-Phase: Phase A - Brown Phase B - Change Phase C - Yellow 120/2,10 Volt, 1-Phase: Red and Black Color shall be green for all grounding conductors and white for for neutrals, except witere neutrals of more than one system are installed in the iuutme raceway, the other neutral shall be white with a colored (Naar GREMN) stripe. Boxes in wet locations shall be shall be weatherproof and listed for use in wet locations. Each box shall have the volume required by the National Electrical,gode for the number of wires -enclosed in the box. Boxes for mounting lighting fixtures shall be not less than 4 inches square. Pull boxes shall be constructed of code -gage galvanized steel. Boxes shall be furnished with screw -fastened covers. Duplex receptacles shall be rated ZO amperes, 125 volts and shall be 2-pale, 3-wire, grounded type with polarized parallel slots in accordance with FS W-C-596. L4A© SVA1,A4A/eY Wall switches shall be the tQi4ily 4101,osPd tiWtbli x ty with bodies of phenuliq ,coWpouitcl. Switches 4toll be, rated. 2 amperes, 120 -277 VAC (Pass aria 'Seymour 20A01 I Sh, or viral) . Nsat utc ua ,.than one switch shall be installed in a single ,gam bps or single, I�4(' portion of a multiple box Device plates .fQr,.Jndoor, faus h i'4'4i#ted swi 6hps shall be of ivory thermoplastic compound Outdoor wichos, sh4l-1 .be installed in weather- proof enclosures, Time- clocks shall be 24-hour, 120 VAC..w th 305T contacts rated for switching up to 40A tungsten lighting loads. Lighting fixtures shall be Contractor selected. - TYPE E: LIG11 TED 4XI T SIGN WI1111 EM OEN Y HKITERtY PACK TXPk R M: 2-HEAD UIER0W,'Y LIGHTING UNYT W/.blA' rE€tY PACK TYPE Fl : 2' .X 4' EAYIN FLUOFESCENT '1'RO1rFER WITH 2-F'40 WIPS TYPE F2 : 2' X 1' LAY FLuori.ESCEMr 'CFtO1 nit WITH4- F410 L�RPS TYPE 11: 100 WAIT INCANbESCEN* TYPE I2 200 WAIT IREMSED INCANDESCENT TYPE 0: 150 WATT EVL9SIQN .PRC QF INCANDI!;SQUIr-^CLASS 1, Gf=P D TYPE Wll : 400 WA3`1' F}.IGH PRESSURE SODIUM HIGH BAST LIGHT 'TYPE MH2: 2 0 WIT HIGH PRiF.. WRE SODIUM HIGH 13AY LIGHT TYPE 0-1: 150 WATT H.IQH PR43SURS SODIUH JF1LOODLIGATF 'TYPE 0--2: TWIN WIPHOLDEIt WITH 25OW WAIZ` 4 LAMPS r WEA:I'EIE'RPIMF Ballasts for fluorescent fixtures shall have integral thermal protection and shall be rapid start, UL, a0pr'oved, Class P. Panelboards: Parcels rated ,249 volts acid below 200A may be the load center type. All panels shall merwt Fed, Spec. W-S-115. Partelboard circuit breakers shall be trip free with quick-mAke, wick -break contacts. One or• two pole breakers shall be interchangeable. Minimum interrupting :rating of breakers shall be as shown on the pan al schedules. Building disconnect switches shall nteet all requirements of the NEC Article 230f1 for :service entrance,equipmerit. Switches shall have quick -sake, quick break operating mechanisms, full cover interlocks, and indicator handles. All fuses shall be cartridge type of size and class as shown on the drawings, Switch enclosures shill be NEMA I for indoor use (dry locations) and N0-I'A-3Rt (Raintight) for outdoor lo4 atlons ruled for and wet or disaup indoor locations. Provide fuse rejection clips in switches in which current lineiting class fuses are used. Transformers: Dry type transformers in self -pooled indoor/outdoor enclosures. Transformers shall have 220 degree C insulation with temperature rise riot exceeding 150 degrees C under full load in 40 degree C ambient. Transformers shall comply with NEM Standard S"T-20. Mount trarisformer�s on floor using neoprene rubbervibration isolators (Isoa de Pads, or equal). Use greenfield flexible conduit for final connections to the transformers . GROUNDING The entire electrical system and all electrical equipment shall be grounded or continuous throughout the electrical system, in accordance with Article 250 of the National Electrical Code. 'The.grounding electrode shall be as near as practicable to the system groW.4 point connection. Total resistance to ground shall not exceed 25 ohms. The Electrical Contractor shall furnish and install the grounding rod at the service entrance. Ground wires shall bc-- copper. Neutral conductors shall be continuous throughout the electrical system and shall be grourtdedl only at the service neutral.. Ground building steel at the service entrance and at each of the 4-corners. Use 5/8 diwileter, 10 foot copper clad steel ground ro&R to ground the buildings at the corners. Drive rods to a point 18" below grade. Use 42/0 bare stranded copper conductors and approved graund,ing conductors. All flexible conduits shall contain a copper ground wire, sized ;in per NEC Article 250. Bond all metal coruiuits to the ground bus of the panel to which they are oonnectedl. PAIN`r SPRAY A1ZEA RE QU II*2 a : The paint spray area is classed as a ha-r.,ardous area and all electrical wiring and components installed therein shall meet all requirements of the NEC Article 510. All conduit shall be rigid heavy wall galvanized steel and shall have explosion proof seal offs at all entries into the roam. all fixtures and facts shall meet requlrianents of Article 516 and exhaust fans shall be interlocked with the paint spray equipment so that it must be operating whenever work is in. progress. L OA,D D Esceiy-r/ol/ PA NC'L A PA A EL B PANCL C 11'A1VE'L 0 PAN,5L E LIGNTINc; 17,, 500 5; 2S0 38,000 6/Zoo 14k,4C. (,9EA7/N 40,000 /3, 000 EL EC. W,A r,69 '1a rr 2, 5'0 0 5000 M/SC. POWER 3000 10000 400 OFFICE MACHINES 3000 31000 , S'/-i'OP EQUIP. 5'0,000 5;000 PAln1r BooTi4 FUrureE LOADS 10,000 T-o rA I- VA C 3, 000 31,, 2 5-0 co, 000 48,000 TOrA1- AMPS /!.5-A 87A I&7A 5-SA 677A FC--EDE2 i4%"1F' S 000A 100A 200A /0019 /00A i'0r,4L LOAD 0/Y P4DP PA/A1r .Boor1-1 e-PA) /=UTGJI?E LoADS(VA) /c'r9NEL3 A, 8, C, D, E 7-0 TA 1- L. 0,40 (VA } S,ffJ2V10E FEEOE? 05,1000 300,000 220, 6-10 5 45; G Sd ca�C7A DRAM BY: C E M ENGINEERING DE51GN, INC. 1z>.O.E3Ox 520095 LONGWOOD, FLORIDA 32152-0(oc35 (40-1) o 99 - 4500 1k TITLE ®LOCK: ELECTRICAL PLAN AFRO FRODUCT5 INC. a r .. ,,.. vti .... ",t. .. .:.:... .: .. ..N. .. k. .. y..: .. .. n,..:; .. .. ... ._.. n". ..::.. `. .. - i�l z ww GO Pf0d UGh o cry C�J `Vf llarlO�l`� L1C� NO 04 .>08 At ALL °rli` E811 C.'Y c� it f