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HomeMy WebLinkAboutELECTRICAL PLANELECTRICAL SYMBOLS LEGEND REVISIONS RECEPTACLE ABOVE COUNTER RECEPTACLE 18" A.F.F. RECEPTACLE SWITCHED QUAD RECEPTACLE SIMPLEX RECEPTACLE / 120V ® 208V RECEPTACLE Q FLOOR OUTLET TELEPHONE OUTLET © TV OUTLET S LIGHT SWITCH S3 3-WAY LIGHT SWITCH S4 4-WAY LIGHT SWITCH SF FAN SNATCH Q SURFACE LIGHT fO WALL LIGHT OO RECESSED INCANDESCENT LIGHT QJ JUNCTION BOX FOR CHANDELIER OR FAN EF EXHAUST FAN FAN OUTLET ® SURFACE FLUORESCENT LIGHT F--0 SOFFIT LIGHT �o� �� II W v In � ¢ O O Ltu NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. Y �• q w 1. / a / Gt • \ / �i 1 ;i A k Gt 11 LI�`r� O SPEAKER/STROB 2ND, 5TH, 8TH, 11 TH FLOOR SD BEAM DETECTOR G1 SIXTH AND TWELFTH FLOOR TO BE INTERLOCKED WITH SF AND FE (EF TO HAVE 15 SECOND DELAY) (TYPICAL) ELECTRICAL J SPEAKER/STROBE 2ND, 5TH, 8TH, 11TH FLOOR \ SD 0 \ I PLAN - COMMON AREA SCALE: 1/4" = 1'-0" _ 'I S'� 1i _ Al F11� iI 1 GENERAL NOTES: - CONNECT 2ND FLOOR TO 7TH FLOOR TO PANEL EH-1 - CONNECT 8TH FLOOR TO 12TH FLOOR TO PANEL EH-2 - PROVIDE 2 CIRCUITS PER 2 FLOORS ((1) SOUTH & (1) NORTH SIDE) L/VAGM / M GAL#EC17a7 d%000 • FL P19XE • W. PALA/6EACH J ! 427 QN1ENPOMTE CIREIF, SUTE 1825, ALTA44ONTE 5PRNM FLORIDA 32701 (407) 332-5110 FAX (407) 332-77D4 ' r 131 N. 2ND ST., SIATE 20q FT. PENCE, FLORIDA 34M n . 1 (407) 40E-1165 FAX (407) 4e6-11e4 211119 FOREST HILLS H.YD., SATE 225, TEST PAW RE". FLORIDA .i)MIB (407) 963-NOO FAIL (407) 434-7745 o('11PYR'"H LDU INNGI.AS R(R)T AR0Irrrf-IA_ AII. RIFIFI< RP\I;RVI]). z 0 f U5 L,J 0 0 0� z �ULLJ z U) I- z Q Q d U LLJ �cr� p ~ Q O w U Q - DRAWN B.C.F. ('IIIA'KEI) TBA I)ATE. 02/01/01 SCALE AS NOTED JOB NO. SI IEET E301 OF SIII I'. Is 0 O w ASSOCIATE! INC. GENERAL NOl - ELECTRICAL CONTRACTOR TO VERII ' ALL ELECTRICAL REQUIREMENTS I AC, WH, AND KITCHEN EQUIPMENT BEFORE INSTALLATION. - WHERE PERMITTED BY CODE, 15A ARE PERMITTED IN UNITS. e• e e F O FOR i }— ELECT. PANEL i P SERVICE LOAD CALCULA11ON OP MAL METHOD UNITS A B,C,D CODE 311E LOAD DESCRIPTION LINE NEUTRAL 220.32 GENERAL LTG, LOAD = 3W/FT2 X 2200 6600 6600 220.30 SMALL APPUANCE = 2X1500W 3000 3000 LAUNDRY CIRCUIT 1500 1500 220,30 ELECTRIC RANGE 10KW 10000 10000 WATER HEATER 4.5KW/240V (CONTROL WH)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 5KW/240V 5000 - DISPOSAL .864KW/120V 864 864 MICRO 1200 1200 AHU FAN 1680 - SPA 1920 - TOTAL "OTHER LOAD' APPLICATION OF DEMAND FACTORS 37464 24364 FIRST IGKW OF "OTHER LOAD' 0 100% 10,000 10,000 REMAINDER 0 40% 10985 5745 220.21 HEATING OR AIR CONDITIONING 220.30(4) (AIR CONDITIONING NEGLECTED) HEATING 8KW 8000 - SERVICE LOAD 28985 15745 SELECTION OF SERVICE EOUIPMENT TABLE 310.16 1. SERVICE RATING - 28985/208V = 140 AMPS NEUTRAL - 15745/208V = 76 AMPS 250.23(b) 2. SERVICE ENTRANCE CONDUCTORS: (2)-1/OTHW CU & (1)SITHW CU 230.90(0) OVERCURRENT PROTECTION DEVICE AND DISCONNECT: USE 150 AMP DEVICE. LOAD CENTER A,B,C,D RATED VOLTAGE 120/208V-10-3W-21 LOCATION LAUNDRY ROOM RATED AMPS 150 MOUNTING FLUSH DEMAND KVA . 33 GF1 CIRCUITS AS PER PLAN BRANCH CIRCUITS 42/DLUG CAT NO. - LOAD BRKR 0 0 BRKR LOAD DESCRIPTION d fY `� a a a DESCRIPTION SPA 20 2 3 4 2 80 RANGE - LIGHTING RECEPTS 15 1 5 6 8 2 30 WH LIGHTING RECEPIS--�— 15 1 7 UGHTING RECEPTS 15 1 9 10 12 2 60 AHU RECEPTS 15 1 11 .LIGHTING LIGHTING RECEPIR- 15 1 1 14 16 2 30 DRYER LIGHTING, RECEPTS 15 1 15 1 1 20 DISHWASHER UGHTIIG RECEPTS 15 1 20 1 20 DISPOSAL LIGHTING. RECEPTS 15 1 ji 1 20 MICRO 1 20 REFRIG. 26 1 20 K 7CHEN REC. 25 1 20 KITCHEN REC 30 1 20 K17CHEN REC, 29 FWD 1 20 EXH�� 4 35 36 1 20 WASHER 36 37 40 39 4 _ 416 Fr A r e' r * ' 29"AFF OGFI� 3' "C` 18-1/2'�l`'.l RECEPTACLE FOR / \ 27" MICROWAVE \_Lf 41 - - EQ. RANGE -�/ CENTER J ° 3' BETWEEN � K) SOFFIT AND CABINET I• �, O3, 1 (I 4 1;. r: � IJ ELECT. PANEL O a DRYER WASHER V�r/ • V/ �GFl I o J EF O t "I I i { > ■ l ,` AHU W INTE i h • NI 4• j' I ; HIT _Ol1T�l3�fl . r -71 T `"- 3 ' ELECTRICAL FLOOR PLAN - UNITS A,D TYPICAL FLOORS 2 THROUGH 11 SCALE: 1/4" = 1'-0" _ i O DWf 24't DISP E 26' f 31" GF D O NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. SHIELD FROM BEACH ON MULLION 3 TV OB o SD I' P I WH RAL DISC. O 83' I• ;1. li s - �O O O F� J EF SD IMEL-15 IO 8 EF 3 \ WP/GFI � O Q V 4 A Ai 0 �O l GF1 SPA i 4 ONSIL L / NR.11 ENGIVEEM Mr1App • FT. PBRCF • W" PA aI54CH 4.11 CENTFRPOMTE CIRCLE, SIATE IE25, ALTA140RTE %"IGS, FLOWDA 32701 (407)) 332-5110 FAX- (407) 332-n0/ 131 N. 2NO ST., SLATE 206. FT. PUM RORDA 3" (407) 466-1165 FAX (407) 466-1164 7669 FOREST ILLS 9Lro., SUTE 225. WEST PAW BEACH, FLOMA WM ASSOCIATES (407) 963-MM FAY, (407) 434-n45 INC. RIIVISIONS �>1'CIPYRI10'201X1 DOI I(II AS RIX)T SI R TIED AIL RKil FF1 REIitiPR VF37 Z U5 Ld 0 O 0�- z �U z /nW z Q � � CDU Lij �(I..- O Lij U CL Q DRAWN B.C.F. ('IIE.CKIiO TBA DATE. 02/01/01 SCALE. AS NOTED JOB NO. E302 UE SI IFIET SIIP.ICN'S / J7; SHIELD FROM BEACH - G � 57" i. ♦ �1Y / ♦ f e♦ RECEPTACLE FOR MICROWAVE SHIELD FROM BEACH -- -O Wv /GFl <,X N 9'-O' FL001 RECEI i 0 GFI zs'aFF ICCI GFtf } CC 33" ' ,t �DW, DISP GFI h *} O -- JLI� L__-FJ d �ON MULLION ------ -- -- ® it M FI u EF O O O - ° i ELECT. (I PANEDi DR �� pa mo ° M "I( / n- SB/ ,-n I TELEPHONE IAN TV RISER ;I I I �I O II I 1 I I • I GENERAL NOTES: - ELECTRICAL CONTRACTOR TO VERIFY ALI ELECTRICAL REQUIREMENTS FOR AC, WH, AND KITCHEN EQUIPMENT BEFORE INSTALLATION. - WHERE PERMITTED BY CODE, 15A DEVICES ARE PERMITTED IN UNITS. SERVICE LOAD CALCULATION OPTIONAL METHOD LINTS A,B,C,D cm Rua LOAD DESCRIPTION LINE NEMAL 220.32 GENERAL LTG. LOAD = 3W/FT2 X 2200 6600 6600... 220,30 SMALL APPLIANCE = 2X150OW 3000 3000 LAUNDRY CIRCUIT 1500 1500 220.30 ELECTRIC RANGE 1OKW 10000 10000 WATER HEATER 4.5KW/240V (CONTROL 0)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 5KW/240V 5000 - DISPOSAL .864KW/120V 864 864 MICRO 1200 1200 AHU FAN 1680 - SPA 1920 - TOTAL "OTHER LOAD" APPLICATION OF DEMAND FACTORS 37464 24364 FIRST tOKW OF 'OTHER LOAD" 0 100% 10,000 10,000 REMAINDER 0 40% 10985 5745 220.21 HEATING OR AIR CONDITIONING 220.30(4) (AIR CONDITIONING NEGLECTED) HEATING 8KW BODO - SERVICE LOAD 28985 15745 SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. SERVICE RATING - 28985/208V = 140 AMPS NEUTRAL - 15745/208V = 76 AMPS 250.23(b) 2. SERVICE ENTRANCE CONDUCTORS: (2)-1/OTHW CU & (1)#1 THW CU 230, 90(a) OVERCURRENT PROTECTION DEVICE AND DISCONNECT. USE 150 AMP DEVICE. LOAD CENTER A,B,C,D RATED VOLTAGE ._ 120 208V-10-3W-SN LOCATION LAUNDRY ROOM RATED AMPS _ i50 MOUNTING FLUSH DEMAND KVA ^_ 33 GFI CIRCUITS AS PER PLAN BRANCH CIRCUITS. 42/PLUG CAT NO. - LOAD BRI(R g BRKR LOAD DESCRIPTION a a a d DESCRIPTION SPA 20 2 4 2 60 RANGE UGHTIN RECEPTS 15 1 5 10 2 LIGHTING RECEP13 15 1 7 LIGHTING RECEPTS 15 1 9 LIGHTING RECEPTS 15 1 11 12 2 60 AHU 14 1 2 30 DRYER LIGHTING, RECEPTS 15 1 1 LIGHTING RECEPTS 15 1 LIGHTING RECEPTS 15 1 71 1 20 ASHER 1 20 DISPOSAL LIGHTING RECEPTS 15 1 _. 1 20 MICRO i 0 REFRIG. 25 26 1 KITCHENREC. 26 1 20 KITCHEN REC. 27 _ 29 1 20 KITCHEN REC. 1 20 KITCHEN REC. - 1 20 EXHAUST HOOD 36 1 20 WASHER 35 37 40 42 41 ELECTRICAL FLOOR PLA TYPICAL FLOORS 2 THROUGH 11 I JON MULLION I 0 Lar I I , IiI II i' I I�cr I - — SHIELD FROM BEACH I, i' WP/GFI ( . I ' ® i O jl I �I Q Ef!,� -/GFI 12'-0" EF t3' cl A GFl - ■ I ° GFI 10 1 (may �) I 6 I I i ■� I ° GFI I �I J . I ■ AHU W/INTEGRAL DISC.-- �" Lo f wH (�- ° �II F GI r f� EF iTEL�PHONE AND Iry RISER -- } -'+ 00 it ,' I ..WASHER O ' I ELECT, DRYER PANEL I 15 s �f I I � O . I j TV " TV I I / I d40 � N-UNITSB,C SCALE: 1/4" = 1'-0" _ NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. �ON MULLION 9'-0. SHIELD FROM BEACH O FLOOR 1' RECEPT. / O 57' GFl � ° + 292"A8F I 31" °DISP (��V'P *9• } ^ RECEPTACLE FOR MICROWAVE COAPE -7M EAUNI rh7 ON-M D • r-T FERw " W. PALM 6EAcH 427 UNTMINTE MOLE. SINTE 1625, ALTAMONTE SPRIGS, FLOIIUA 32701 (407) 332-5110 FAX (407) 332-7704 131 N. 2W ST.. SLATE 204 FT. POU FlUMA 34M (40-n 456-1165 FAX (107) 465-1184 2009 FOREST 4U BLVD,, WTE 225, ■BT PAIM BFAOI, FLOPoDA 33408 ASSOCIATES (407) %3-"00 FAX (407) /34-7745 INC. RP.VISIONS D ( HPYR161 n2a DO X IASm wARCHTI'N1'IS. AM RKRI JS NI-SI(RVPD, Z W 0 O 0� Z �ULLJ z Z Q= CDLij OQ w 0 ~ U Q 0 / N (+ I O � 4n O. ti r- CD Fc m Q � o w DRAWN B.C.F. CI IBCKI:I) TBA onTr•. 02/01 /01 SCALP. AS NOTED JOB NO, SIIFI:r E303 OF 51119. IX �ON MULLION SHIELD FROM BEACH SHIELD FROM BEACH-, ON MULLION q_ ON MULLION O WP/GFI 6 GENERAL NOTES: I- ELECTRICAL CONTRACTOR TO VERIFY ■ ALL ELECTRICAL REQUIREMENTS FOR AC, WH, AND KITCHEN EQUIPMENT BEFORE INSTALLATION. - WHERE PERMITTED BY CODE, 15A DEVICES ARE PERMITTED IN UNITS. 29"AFF lu �• 25 ;; �CO 27" `� L RECEPTACLE FOR W EQ. EQ. I e MICROWAVE GFI J RANGE li 2,V J _�:. �� ■ CENTER h O BETWEEN FI 26 CABINET SOFFIT AND fK l�S �.__ i L o - K, F GEL 31. I ■ 4 I 0 O O �— ELECT. PANEL WASHER DRYER �L p. ' GET -._.. OB o - - -- 3 o SD o OB TO LIGHT .. . / ABOVE j = f S j V cFI F 12'-0' O I h FLOOR I RECEPT. O = o EF C o - c l�f- �%! 3 S� 0O8 II E I' 16-1/Y �I ■ II o M II I I. 24T- j; o I - h EF TV - C 0 ��d .1 I y:� 3 ■ WP/GFI '! ■ L SERVICE LOAD CALCULATION OPTIONAL (METHOD UNITS A RC,D , SM 8 .11 LOAD DESCRIPTION LINE NEUTRAL 220.32 GENERAL LTG. LOAD = 3W/FT2 X 2200 6600 6600 220.30 SMALL APPLIANCE = 2X1500W 3000 3000 LAUNDRY CIRCUIT 1500 1500 220.30 ELECTRIC RANGE 1OKW 10000 10000 WATER HEATER 4.5KW/240V (CONTROL W'H)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 5KW/240V 5000 - DISPOSAL .864KW/120V 864 864 MICRO 1200 1200 AHU FAN 1680 - SPA 1920 - JACUZZI 4500 - TOTAL "OTHER LOAD" APPLICATION OF DEMAND FACTORS 41964 24364 FIRST IOKW OF 'OTHER LOAD" 0 IDO% 10,000 10,000 REMAINDER ® 40% 12785 5745 220,21 HEATING OR AIR CONDITIONING 220,30(4) (AIR CONDITIONING NEGLECTED) HEATING 10KW 10000 - SERVICE LOAD 32785 15745 SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. SERVICE RATING - 32785/208V = 158 AMPS NEUTRAL - 15745/208V = 76 AMPS 250.23(b) 2, SERVICE ENTRANCE CONDUCTORS: (2)-3/OTHW CU k (1)#1/OTHW CU 230.90(o) OVERCURRENT PROTECTION DEVICE AND DISCONNECT. USE 200 AMP DEVICE. I LOAD CENTER A,B,C,D (PENTHOUSE) RATED VOLTAGE 120 208V-10-3W-SN LOCATION LAUNDRY ROOM RATED AMPS 200 MOUNTING FLUSH DEMAND KVA 30 GET CIRCUITS AS PER PUN BRANCH CIRCUITS 42 UG CAT NO. - LOAD BR10t z i BRKR LOAD DESCRIPTION a n 4n DESCRIPTION A 20 T 1 4 2 60 RANGE IUGHTING. RECEPTS 15 1 51 6 B 2 GHTING RECEPTS 15 1 7 CHTIN RECEPTS 15 1 9 10 12 2 60 AMU GHTIN R CEPTS 15 1 11 GHTIN1 RECEPTS 15 1 13 4 16 2 30 DRYERCHTIN - RECEPTS 15 1 15 1 20 DISHWASHER CHTING RECEPTS 15 1 7 1 1 20 DISPOSAL GHTING RECEPTS 15 1 It 1 20 MICRO ACUZZI 30 2 21 1 20 REFRIG, 26 1 20 KITCHEN REC. GHTING RECEPTS ROOF 20 1 25 - 2a t 20 KITCHEN REC. _zz 30 1 20 KITCHEN REC. 29 1 20 KITCHEN REC. 1 20 EXHAUST HODD 36 1 WA 35 7 39 40 42 41 u 4 NOTL: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. ° �,.����, SHIELD FROM BEACH -�ON MULLION' ON MULLION rl / 29'AFF } K GFI 25" 3 O RECEPTACLE FOR MICROWAVE L 4; 27" E0. DW -e GET RANGE ■//� 24' CENTER l 3 BETWEEN 0 SOFFIT AND DISP CABINET 26' r�1 3 ■ `� 31" GFl (/ it I / ' ELECT. PANEL O P, DRYER WASHER I T � M /GF1 11 O O _ 1 .,5 0 f' B o o SD TO LIGHT 1(1 ABOVE `\ J 0 �7 "t7 1 4 I \ 1t y. 83* S I ! i EF ■ ■ or EF o�. 'II QIf U1ttilLWJll1ULI,lGr� � I o O SD 3 / O N P ' 1 q' IGET / i / O 24" M 0 J I ' I fl, EF _ JI AT — I WP/GFI d .., MEN O �0 CFI SPA P TV RI=SVISIONS 0 CYIPYRK 111T ZOOO IN1I KR.As RM r ARlIRPI'IS. AIA. RKlll(b RFSFR VF71 z V) LLJ O 0� z ryU z LLJ ' ^ V / z � )Lli Ly o< u LJJ 0 ~ u Q DRAWN B.C.F. CI1P.C'KFO TBA DATT. 02/01/01 SCALE. AS NOTED JOB NO, S111iR1 In 140 O U O rD 4 M o � r. r. kn C AL FLOOR PLAN - 12TH FLOOR UNITS A,D SCALE: 1/4" = 1'-0" _ y1v10 I COAARULTi01K3 ENO EELS CA"AW • FT. PEKE ° W. PAL WACH 427 CENTFAPMIr ORL1E. 917E 1825, ALTAMOIITE W'NNCS, FLORIDA 32701 (407) 332-5110 FAY- (407) =-7704 131 N. 7NO ST., 9AIE 20q FT. PEACE, FLORVN, 34BI8 LRIM (407) 466-1165 FAX (407) 460-1164 2889 FOREST IRIS BLVD., 911E 225. VEST PALL BEACH. ROHOA 3.3408 ASSOCIATES (407) 983-9900 FAX (407) 4.W n45 INC. E304 OF SIII'.I : IS G �%` SHIELD FROM BEACH `. jI WP/GFI i LON MlBJJOIN / 14, SHIELD FROM BEACH =_� } FLOOR r -=—__. RECEPT. 57' O GFI } 29"AFF 9" GFI 0 0\ 33' l�hh 284 �DW ♦4r.- /� DISP 0 .31' GFI � } 9. / .`RANGE t GFI ♦ \� 29"AFF \`♦ / OL e I w RECEPTACLE FOR MICROWAVE 0: O o L p R GFI O O C ■, o EF — I i i JON MULLION F '`•-19 O O u O ]� ELECT. O " \PANEL —, 44 Q i Lo) O" 1 B III II li I . ■ I j■ I� I I G I I ■ C ) ■ .. .I I r _.... =� I I t I �4 " I ELECw ■ GENERAL NOTES: - ELECTRICAL CONTRACTOR TO VERIFY ALL ELECTRICAL REQUIREMENTS FOR AC, WH, AND KITCHEN EQUIPMENT BEFORE INSTALLATION. - WHERE PERMITTED BY CODE, 15A DEVICES ARE PERMITTED IN UNITS. SERVICE LOAD CALCULATION OPTIONAL MEI E) LIFTS A,B,C,D M RWJ LQAD DESCRIPTION LLNL LTE 1T AL 220.32 GENERAL LTG. LOAD = 3W/FT2 X 2200 6600 6600 220.30 SMALL APPLIANCE = 2XI50OW 3000 3000 LAUNDRY CIRCUIT 1500 1500 220.30 ELECTRIC RANGE 1OKW 10000 10000 WATER HEATEf 4.5KW/240V (CONTROL WH)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 5KW/240V 5000 - DISPOSAL .864KW/120V 864 864 MICRO 1200 1200 AHU FAN 1680 - SPA 1920 - JACUZZI 4500 - TOTAL "OTHER LOAD' APPLICATION OF DEMAND FACTORS 41964 24364 FIRST 1OKW OF "OTHER LOAD" 0 100% 10,000 10,000 REMAINDER 0 40% 12785 5745 220,21 HEATING OR AIR CONDITIONING 220.30(4) (AIR CONDITIONING NEGLECTED) HEATING IOKW 10000 - SERACE LOAD 32785 15745 SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. SERVICE RATING - 32785/208V = 158 AMPS NEUTRAL - 15745/208V = 76 AMPS 250.23(b) 2. SERVICE ENTRANCE CONDUCTORS: (2)-3/OTHW CU & (I)/I/DTHW CU 230AO(o) OVERCURRENT PROTECTION DEVICE AND DISCONNECT: USE 200 AMP DEVICE LOAD CENTER A,B,C,D (PENTHOUSE) RATED VOLTAGE - 120/208V-10-3W-SN LOCATION LAUNDRY. ROOM RATED AMPS_,. 200 MOUNTING FLUSH DEMAND KVA _ 38 GFI CIRCUITS AS PER PLAN BRANCH CIRCUITS 42/PLUG CAT NO. - LOAD BRKR 0 6 BRKR LOAD DESCRIPTION __ a `-1 a a a DESCRIPTION SPA 20 2 2 60 RANGE LIGHTING RECEPTS 15 1 5 6 8 2 30 NH LIGHTING _RMTs 15 1 T UGHIINC RECFPTS 15 1 9 10 12 14 2 60 AHU LKi11NC RECEIPTS 15 1 11 LIGHTING RECEIPTS 15 1 13 LIGHTING RECEPTS 15 1 2 UGHI`INGREQEPTS 15 1 17 1 20 DISHWASHER LIGHTING RECEPIS_ 15 1 1 1 20 DISPOSAL JACUZZI 2 21 22 1 20 MICRO LIGHTING RECEPIS ROOF 20 1 25 24 1 20 REFRIG. 26 I 20 KJTCHEN REC. 27 28 1 20 KITCHEN REC. 2 30 1 KITCHEN REC, 1fl20WASHER 'KITCHEN REC. 1 EXHAUST HOOD 35 1 7 39 jQ- 41 4 �ON MULLION 1i 0- --,SHIELD FROM BEACHI f WP/GFI F NOTE: THLSE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. COON MULLION / all. 9 -0" FLOOR RECEPT. 0 / \ GFI 29"AFF 4 9� 33' : 0 0 DW" { 28" •. 31 0 DISP I% . GF1 } 0 CFI RANGE �/ 29"AFF U r SHIELD FROM BEACH O O I TO LIGHT ABOVE fip. VW U I _ 1� I ■ RECEPTACLE FOR ■ 1 MICROWAVE o ) O 1 II EF GFI M - T TELEPHONE AND - O O O `(: ) ' mzzp 'I WASHER EF O P OH/ ELECT. DRYER `� PANEL �e i' 0 �l I I o R i1 TV TV ■ III � �\, , _. a I 1, i' 'J I F4 ■ I L* w wwr, wl win. w �ww" w wew r rr�■w ,w , -> AL FLOOR PLAN - 12TH FLOOR UNITS B C COMMr�o SVaNKM SCALE: 1/4" = 1'-0" CAEAA00 FT P6iG'E W. PALA/EEApI 4 ( 427 IrNmtPONlE CAQf. wTE 1825. ALTA"TE SPRMGS, FLoRDA 727o1 /� F) (101) 332-5110 FAX (407) 332-na REVISIONS n MP"KH T-r 2000 DOI m1.AS RW r ARcHrrams. AI! RR IMS RPSHRVID. z 0 Go LLJ O,- z a,U z r n v z Q UU LLJ cl� D 1-- 0 Q u LLJ 0 ~ U Q Q U F O zz DRAWN B.C.F. CI IBCKED TBA DATT•. 02/01/01 SCAI.r. AS NOTED JOB NO E305 Or sNl:En In R 2ND (40 ST., SLAT6-11 2Oe. Fr.FAX MIC(407) FIARDA 34DM (4D7) Mee -Iles FAX (w7) 4ee-11e4 26" FOREST HILLS 9M., 8117E 225, WEST PAW 8EMN, FLORIDA 33106 ASSOCIATE: (407) 96.3-9e00 FAX (407) 434-7745 INC. TO FP&L POLE ON A1A n H3 f-- 4 3/3/0,/6G,2'C ,,--SQUARE D 0042L225 �TIGJ (TYPICAL FOR ALL APTS.) 200A - 25HP 25HP ELEVATOR ELEVATOR ELEVATOR 1 2 CONTROI PANEL M M ELEVATOR (PANELS (ALL WIRING AS PER SEE SCHEDULES) ELEVATOR SPECS) NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE SIANDARDS ESTABLISHED IN SECTION 62B-33,007, FLORIDA ADMINISTRATIVE CODE. EH2 -110V SHUNT TRIP (4) #10 THHN CU IN 3/4"C FACP FACP ROOF 12TH FLOOR 11TH FLOOR 10TH FLOOR 9TH FLOOR �I (1) 2-1/2" CONDUIT - (2) 2-1/2" CONDUIT U WITH (4) 500 MCM CU W1TH (4) 250 MCM CU 8TH IN EACH IN EACH FLOOR CONTROL (6) #12 THHN CU IN 3/4" CONDUIT 7TH FLOOR 3p1/0,16G,1-1/2"C -- 3/1/0,/6G,1-1/2"C 3#1 /0,/6G,1-1 /2'C --_-- METER CENTER METER CENTER_. (NETQ2 CENTER C/B (WM22OOVH -.--_ _ #2 RATED 65 KAIC W/MAIN C/B) 65 KAIC) 1 FP&L TRANSFORMER (02M215OVH 65 KAIC) TYPICAL (2) 4" CONDUIT SQUARE D 0042L225 CU BUS (VERIFY WITH FP&L) WITH METER CENTER TYPICAL TYPICAL APARTMt NT PANEL 120A, 4 2 CIRCUIT 150A, 42 CIRCUIT - - 3/1/O,#6G,l-l/2,.0 . O O O O_ O O "MAIN 1 OF 3" "MAIN 2 OF 3" O_ O_ O O O O_ 260 200 150 150 15_0 150 MAIN BREAKER MAIN BREAKER 150 150 150 150 200 200 O_ O_ O_ O_ O_ O 1000A 1000A O_ O_ O O O_ O 150 150 150 150 150 150 150 150 150 150 150 150 O O O O O O 65 KAIC 65 KAIC O O O O O O 150 150 150 150 150 150 (VERIFY WITH FP&L) (VERIFY WITH FP&L) 150 150 I Teo 150 150 150 O O O O O O O 150 150 150 150 150 150 150 150 SO D-EZM 46 SO D EZM 482R _ �0_Q, S0. D EZM 321000R SQ. D EZM 321000NR _�Q, D EZM 482R sD. f1 3-3"C EA,4-400 MCM AL 24' i. 24'. _ i 24" - 1-1/2"C - 24' _ 24' i 240. i I I I I H1 (4) 4/0 THW CU IN 2"C FIRE PUMP CONTROLLER AND (4) #4/0 THW CU TRANSFER SWITCH TO BE IN 2-1/2"C SERVICE ENTRANCE RATED ' - (3) 250 MCM CU, JOCKEY PUMP FIRE PUMP ' #1 G, IN 3" C "60 60 SMP ' M HOUSEIMAN) MAN'EMERG NACY ' 200 KVA GENERATOR 225/3 600/3 EH1 225/3 50/3 FIRE PUMP 6 3 ATS CONTROLLER Aw 125 3 SPARE 7.5HP 50/3 250/3 600A T AUTO TRANSFER 3503 DOMESTIC WATER PUMP SWITCH 300/3 SPARE 7.5HP CEF50 DOMESTIC WATER PUMP 3 30/3 I (1) 2" CONDUIT FOR CONTROLS 1000 3 MAIN � O � — (3) 400 �JI MCM CU IN 3"C MAIN 3 OF 3" 42* _ .._ 42" 1_1/2•C MATH INTEGRATED SERVICE DISCONNECT 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR �2 3" CONDUIT WITH ELECTRICAL RISER 4; 350 MCM CU IN EACH -.-- SQUARE D HCW 2359-6 N.T.S. (3) 350 MCM AL, - SQUARE D HCWM5486-12V IN 3"C W/NA361000 MAIN BREAKER COARL 7M ENCOWEM PANEL FULLY RATED (VERIFY ON-AADO ° FT PERCE • W PAW aEACH WITH FP&L) 427 QNIEAPONTE CMQF, SLATE IB25, ALTIAWTE RPR•105 FLOFIDA 32701 (407) 332-5110 FAX- (401) 332-7704 \— (4) 300 MCM CU 131 K 2W ST. RATE 204 FT. PUM FlUMA 349M IN 2-1/2"C 2 (407) 4N-11e5 FAX (407) 40-1154 r 2W9 FOREST (ILLS ER19.. STATE 225. IIEST PAL/ BEACH, ROAM 3NOB (401) 9&`1-9900 FAX- (407) 434-7745 I REVISIONS In OPYRR AFF RAM) IN❑B H.AS RIRIF AR('111I PITS AlI. RI(8FI'S RI,SPRkY.0 Z U V) LEJ 0 O 0E-- Z �U z U)~ Z n Q �U LLJ ::D OQ w 0 ~ U Q d L1 �...( 0 O w BRAWN B.C.F. C11RCKeo TB A DATF. 02/01/01 SL ALF AS NOTED JOB NO. siffil.17 E401 OF SIIIiI' IS 3/4"C RELAYS FOR- ATRUIM EXHAUST D 1 R D D D R 3/4"C RELAY FOR PREESURIZATION FAN IN STAIRWAYS 3/4"C (TYPICAL)- ELEVATOk CONTROL PANEL - (6) #12 THHN CU FOR RECALL TO FACP / - HEAT DETECTOR �� ❑ / SHUNT TRIP (ELEVATOR MACHINE ROOM) 1-1/2"C (TYPICAL) ELEVATOR CONTROL PA EL (6) #12 THHN CU FOR RECALL TO FACP HEAT DETECTOR SHUNT TRIP R 0-0— (ELEVATOR MACHINE ROOM) -Ooca-� 1-1/2"C (TYPICAL) 3/4"C -RELAYS FOR ATRUIM EXHAUST D R 2 D 3/4"C ROOF TYPICAL PER APARTMENT 12TH \ FLOOR R F RELAY FOR PRESSURi'ZAT10N FAN IN STAIRWAYS X �{ X X TYPICAL PER APARTMENT 11TH FLOOR 4a I1 R $, LOTH TYPICAL PER APARTMENT FLOOR T TYPICAL PER APARTMENT J s s s s 9TH FLOOR F F TYPICAL PER APARTMENT J s s 8TH FLOOR 1-1/2"C (TYPICAL) 1-1/2"C (TYPICAL)--,, / 3/4"C (TYPICAL) F F J � J ELEVATOR WARNING LIGHT HP 1ST AND 2ND FLOOR (TYPICAL) p 1 5 /" F TO FLOW AND TAMPER R s F SWITCH IN PUMP ROOM R R F H H 3/4"CVERIFY WITH SPRINKLER CONTRACTOR) FACP 3/4"C (TYPICAL) SHP ELEVATOR WARNING LIGHT p 2 p 1ST AND 2ND FLOOR (TYPICAL) R F RELAY FOR ATRUIM F TO FLOW AND TAMPER -1/2"C 1-1/2"C SNATCH ON A1A 1-1/2"C TYPICAL PER APARTMENT 7TH FLOOR TYPICAL PER APARTMENT 6TH FLOOR TYPICAL PER APARTMENT 5TH FLOOR TYPICAL PER APARTMENT 4TH FLOOR TYPICAL PER APARTMENT 3RD FLOOR 3/4"C TYPICAL TYPICAL PER APARTMENT 2ND FLOOR 1ST FLOOR FIRE ALARM RISER N.T.S. TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT TYPICAL PER APARTMENT %1"C TYPICAL TYPICAL PER APARTMENT PHONE JACK IN STAIRS PHONE JACK IN ELEVATOR ROOM _�l I PHONE JACK IN ELEVATOR CAB-' f PHONE JACK IN STAIRS (TYPICAL 1-11) ---- FACP OFFICE PHONE JACK BY ELEVATOR BAR (TYPICAL 1-11) NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. j PHONE JACK IN STAIRS f/ ,—PHONE JACK IN ELEVATOR ROOM -�10 ROOF F PHONE JACK IN ELEVATOR CAB PHONE JACK IN STAIRS (TYPICAL 1-11) \- PHONE JACK BY ELEVATOR (TYPICAL 1-11) TV & TELEPHONE BOARD 1ST 2-3"C FLOOR 2-2"C T TV TELEPHONE AND TV RISER 12TH FLOOR 11TH FLOOR LOTH FLOOR 9TH FLOOR 8TH FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR rORaAoo ° FI. PB#GE • w. PALM 6EApi 421 CENTEF"TE CRCIE, STATE IM ALTAMOOTE SPR9105, FLORIDA 32701 (407) 332-511O TAX- (407) 332-i704 131 R. 31D ST., SATE 2M FT. MICE. FLORDA 3491E (w7) 4EE-1165 FAY: (407) 4EE-11942EE9 FOREST WJS BLVD.. STATE 225. 1[ST PMll REARI, FIORIDA S3400 ASSOCIATE: (407) 9E.1-LINO FAX (401) 434-r45 INC. R17VISIONS 01.0PYRI0llf 201D IM UH;I AS RIKIT ARVIIIM-115 AI3. RR iI(I'S RPSI� R VFF). tn �c o �c W) rn Z � o 0 �cM M� O 0 �— z (yU z LLJ (f) �— z Q Q CL CD Ld �r OQ W 0 ~ U Q DRAWN B.C.F. CIIECKED TBA DATE 02/01/01 SCAIP: AS NOTED JOB NO ST181':I E402 OP SIIP.T'. IS IN E5 6i � I C�' v �� II Lo U L� V3 H o PANEL H-1 LOCATION__- MAIN ELECTRIC ROOM SERVICE RATING 120/2O8V-30-4w_SN_____ 300A MINIMUM BREAKER AIC MOUNTING SURFACE NEMA 3R LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES rA /8 rC OA r8 OC TRIP POLES E-AC-1 80 3 7.20 1 2 - 20 1 SPARE E- - - 7.20 3 4 - 20 1 SPARE E- - - 7.20 5 6 1.20 20 1 M-EF-2 E-AC-2 80 3 7.20 7 8 1.20 20 1 _ M-EF-3 E- - - 7.20 9 10 1.20 20 1 M-EF-1 E- - - 7.20 11 12 1.00 20 1 R-RECEPTACLES E-SAUNA 30 2 2.40 113114 1.00 20 i R-RECEPTACLES E- - - 2.40 t5 16 1.00 20 1 R-RECEPTACLES E-SAUNA 30 2 2.40 17 18 0.40 20 1 R-REC. KITCHEN E- - - 2.40 19 20 0.40 20 1 R-REC. KITCHEN E-EWH 30 2 2.40 2122 1.20 20 1 R-REFRIG. E- - - 2.40 23 24 1.20 20 1 R-MICRO L-UGHTING ENTRANCE 20 1 1.50 25 26 1.00 20 1 R-RECEPTACLES L-OUTSIDE LIGHTING 20 1 0.70 127128 1.00 20 1 R-RECEPTACLES L-LIGHTING 20 1 1.50 29130 1.00 20 1 R-RECEPTACLES L-UGHTING 20 1 1,00 31132 1.00 20 1 R-TRASH CHUTE L-UGHTING 20 1 1.50 33 34 1.00 20 1 R-TRASH CHUTE L-LIGHTING 20 1 1.60 35 361 1 1.00 20 1 1 R-TRASH CHUTE L-UGHTING 20 1 1.20 37 38 3.60 1 50 2 E-FUTURE RANGE SPARE 20 1 - 39 40 3.60 - - I E-FUTURE RANGE SPARE 20 1 - 41 42 - 20 1 - TOTALS 22.9 21.6 22.3 9.2 9.7 5.8 SERVES CONN. LOAD - KVA D.F. CALL. DEMAND - KVA NOTES: LIGHTING 9'0 1.25 11.2 RECEPTACLES - 1ST 10 KVA 10.0 1.0 10.0 RECEPTACLES - ABOVE 10 KVA 2.2 0.50 1.1 MOTORS 3.6 0.80 2.8 EQUIPMENT 66.7 1.0 66.7 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 0.0 1.0 0.0 OTHER 0.0 1.0 0.0 TOTALS 91,5 91.9 PANEL EM =_MAM SERVICE 120L208V-3074w-SN_ MINIMUM BREAKER AIC LOCATION MAIN ELECTRIC_ RATING 600A MLO MOUNTING SURFACE ROOM LOAD DESCRIPTION BKR KVA KOB NO KPgES LOAD DESCRIPTION TRIP OA OC OA OB OC TRIP E-BOOSTER PUMP 50 3 3.00 1 2 20.DO 225 3 O-PANEL EH1 E- - - 3.00 3 4 20.00 - - 0- E- - - 3.00 5 6 20.00 - - 0- E-BOOSTER PUMP 50 3 3.00 7 8 42.00 500 3 O-PANEL EH2 E- - - 3.00 9 10 42.00 1 - - 0- E- - - 3.00 11 12 42.00 - - 0- SPARE 50 3 - 13114 2.00 30 3 0-JOCKEY PUMP S- - - - 15 16 2.00 - - 0- S- - - - 1718 2.00 - - 0- 20 1 - 19 20 - 20 1 - - 20 1 - 21 22 - 20 1 - - 20 1 - 23 24 - 20 1 - 20 1 - 25 2611 20 1 - - 20 1 - 27 281 1 20 1 - - 20 1 - 29 301 20 1 - - 20 1 - 31 321 20 1 - - 20 1 - 33 34 - 20 1 - - 20 1 - 35 36 - 20 1 - - 20 1 - 37 38 -_ 20 1 - - 20 1 - 39 40 - 20 1 - - 20 1 - 4142 - 20 1 - TOTALS 6.0 6.0 1 6.0 64.0 64.0 64.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 6.50 O.0 MOTORS 0.0 0.80 0.0 EQUIPMENT 18.0 1.0 18.0 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 0'0 1.0 0.0 OTHER 192.0 1.0 192.0 TOTALS 210.0 210.0 PANEL __ ------- LOCATION GARAGE EXTERIOR SERVICE RATING 129/208V-30=4W 100A MCB NEMA 3R -__ __- MINIMUM BREAKER AIC IO,ODO MOUNTING SURFACE LOAD DESCRIPTION CKT.K00 NO. KPOLES LOAD DESCRIPTION TRIP POLES OA r8 OCKVA - OA OC TRIP 0-UGHTING & RECEPT. 20 1 1.35 1 2 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 3 4 1.35 20 1 0-UGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 5 6 1.35 20 1 O-UGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 7 8 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 9 10 1.35 20 1 1 O-LIGHTING_& RECEPT. 0-LIGHTING & RECEPT. 20 1 1,35 11 12 1.35 20 1 1 O-UGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 13.14 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 15 16 1.35 20 1 O-UGHTING & RECEPT. O-UGHTING & RECEPT. 20 1 1.35 17 18 1.35 20 1 O-UGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 19 20 1.35 20 1 O-UGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 21 22 1.35 20 1 O-LIGHTING & RECEPT. SPARE 20 1 1.00 23 24 1. DO 20 1 SPARE 25 26 27 28 29 30 31 32 _ 33 34 35 36 37 38 39 40 41 42 TOTALS _ 5.4 _ 5.4 1 5.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 _ RECEPTACLES - ABOVE 10 KVA 0.0 0.50 _0.0 MOTORS 0.0 0.80 0.0 0.0 EOUIPMENT 0.0 1.0 APPLIANCE 0.0 0.75 0.0 2.0 23.7 SPARE SPACE 2.0 1.0 OTHER 29.7 0.80 TOTALS 31.7 25.7 PANEL H-2 LOCATION - MAIN ELECTRIC ROOM SERVICE_, 120/208V-30-4W-SN _ MINIMUM BREAKER AIC --- RATING _ 225A MOUNTING SURFACE ___- NEMA 3R LOAD DESCRIPTION BKR KVA. OA Kq gA . NET. KVA BKR LOAD DESCRIPTION TRIP rA e8 rc _ TRIP PoLEs L-SITE LIGHTING 20 1 1.50 1 3 12 4 1 9.00 9.00 100 - 3 - O-PANEL G1 0- L-SITE LIGHTING 20 1 _ 1.50 L-SITE LIGHTING 20 1 1.20 5 6 9.00 - - 0- L-SITE LIGHTING 20 1 1.50 7 8 9.00 100 3 0-PANEL G2 L-SITE LIGHTING 20 1 0.70 9 10 9.00 - - 0- L-TENNIS COURTS 20 2 1.50 11 12 9.00 - - 0- L- - - 1.50 13 14 0.40 20 1 O-CABANA L-TENNIS COURTS 20 2 1.50 15 16 - 20 1 - L- - - 1.50 17,16 - 20 1 - L-POOL LIGHTS 20 1 1.20 19 20 - 2D 1 - L- POOL DECK LTG 30 2 Z40 21 22 - 20 1 - L- - - 2.40 23 24 - 20 1 - E-POOL EQUIPMENT 30 2 2.40 25 26 - 20 1 - E- - - 2.40 27 281 20 1 - E-SPA EQUIPMENT 30 2 2.40 29 30 - 20 1 E- - - 2.40 31 32 - 20 1 - - 20 1 - 33 34 - 20 1 - - 20 1 - 35 36 - 20 1 - - 20 1 - 37 38 - 20 1 - - 20 1 - 39 40 - 20 1 - 4142 - 20 1 - TOTALS 10.5 8.5 9.0 18.4 18.0 18.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 18.4 1.25 23.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 0.0 0.80 0.0 EQUIPMENT 9.6 1.0 9.6 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 0.0 1.0 0.0 54.4 0.80 43.5 tTHER ALS 82.4 1 1 76.1 PANEL ' EH-1 LOCATION MAIN ELECTRIC ROOM SERVICE . t29Z_208v-3e-4w_SN _ MINIMUM BREAKER AIC RATING 225A _ MOUNTING SURFACE LOAD DESCRIPTION ROLES OA i8 OC NO KOVBA KPOIES LOAD DESCRIPTION TRIP rA OC TRIP COM. AREA 2ND/3RD 20 1 1.20 1 2 1.20 20 1 COM. AREA 2ND 3RD CON. AREA 4TH 5TH 20 1 1.20 3 4 1.20 20 1 COM. AREA 4TH/5TH COM. AREA 6TH/7TH 20 1 1.20 5 6 1.20 20 1 COM. AREA 6TH M-ENTRANCE GATE 20 1 1.00 7 8 1.29 20 3 M-SF-4 M-SF-3 20 3 1.29 9 10 1.29 - '- M- M- - - 1.29 11 12 1.29 - - M- M- - - 1.29 13 14 1.20 20 1 E-AUTOMATIC DOOR ENTRANCE SPARE 20 3 0.40 15 16 1.00 20 1 L-FIRST FLOOR LIGHTING S- - - 6.40 1718 1.00 20 1 L-STAIRS -- -- S- - - 0.40 19 20 1.00 20 1 L-STAIRS L-LIGHTING BATHROOMS 20 1 1 1.40 21 22 0.20 20 1 E-MVD SPARE 20 1 - 23 24 - 20 1 SPARE SPARE 20 1 - 25 26 - 20 1 SPARE SPARE - 27 28 - 20 1 SPARE SPARE - 29 30 - 20 1 SPARE SPARE - 31 32 - O 1 SPARE SPARE - 33 34 - 20 1 SPARE SPARE L2011 - 35 36 - 20 1 SPARE SPARE - 37.38. - 20 1 SPARE SPARE - 39 40 - 20 1 SPARE SPARE - 41 42 - 20 1 SPARE TOTALS 3.8 4.2 2.8 4.6 3.6 3.4 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 4.4 1.25 5.5 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 8.7 0.80 - Eli EQUIPMENT 1.4 1.0 1.4 APPLIANCE 0.0 0.75 0.0 SPARE SPACE 1.2 1.0 1.2 OTHER 0.0 1.0 0.0 IT 15.7 15'0 PANEL G-2 LOCATION __ GARAGE EXTERIOR SERVICE -. 120/208V-30-4W MINIMUM BREAKER AIC 10,000 RATING IOOA MCB MOUNTING SURFACE NEMA 311 LOAD DESCRIPTION BKR KVA CKT. NO- KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES 0-UGHTING & RECEPT. 20 1 1 1.35 1 2 1.35 20 1 0-LIGHTING & RECEPT. D-LIGHTING & RECEPT. 20 1 1.35 3 4 1.35 20 1 0-LIGHTING & RECEPT. O-LIGHTING & RECEPT. 20 1 1.35 5 6 1.35 20 1 0-LIGHTINGRECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 7 8 1.35 2D 1 _& 0-UGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 T 10 1.35 20 1 0-LIGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 11 12 1.35 20 1 0-UGHTING & RECEPT. 0-UGHTING & RECEPT. 20 1 1.35 13 14 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 15 16 1.35 20 1 0-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 _ 1.35 17J181 1 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 19 20 1.35 20 1 0-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 E35 21 22 1.35 20 1 0-LIGHTING & RECEPT. SPARE 20 1 1.00 23 24 1.00 20 1 SPARE - 25 26 __ 27 28 29 30 _ _ 31.32 33 34 35 36 37 38 39 40 41 42 TOTALS 5.4 5.4 5.0 5.4 5.4 _ 5.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0,0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 _ 0.0 _ 0.50 0.0 MOTORS 0.80 0.0 EQUIPMENT 0.0 0.0 1.0 0.0 APPLIANCE 0.75 1.0 0.0 2.0 SPARE SPACE 2.0 _ OTHER 29.7 0.80 23.7 TOTALS 31.7 Y5.7 PANEL H-3 SERVICE 120 208V-3r-4w-SN MINIMUM BREAKER AIC - LOCATION ROOF RATING ._ BOOA _ __.._ MOUNTING SURFACE_ - NEMA 3R LOAD DESCRIPTION BKR KVA CKT, N0. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA rB OC TRIP POLES M-EF-4, EF-5 201 1.00 1 2 7.20 100 3 E-AC-5 E-BOILER B-1 20 1 1.30 3 4 7.20 - - E- E-HTG-1 20 3 0.50 5 6 7.20 - - E- E- - - 0.50 7 8 7.20 100 3 E-AC-6 E- - - 0.50 9 10 7.20 - - E- M-DWH 1 50 2 4.5 11 12 7.20 - - E- M- - - 4.5 13 14 11.00 125 3 E-CT-1 M-DWH 2 50 2 4.5 15 16 11.00 - - E- M- - - 4.5 1718 11.00 - - E- - 20 1 - 19 20 7.50 100 3 E-P-TWR-1 - 20 1 - 21 22 7.50 - - E- - 20 1 - 23 24 7.50 - - E- - 20 1 - 25 26 7.50 100 3 E-P-TWR-2 - 20 1 - 27 28 7.50 - - E- - 20 1 - 29 30 7.50 - - _ E- - 20 1 - 31 32 15.00 175 3 E-P-COND-1 - 20 1 - 33 34 15.00 - - E- - 20 1 - .35 36 15.00 - - E- - 20 1 - 37 38 15.00 175 3 E-P-COND-2 E- - 4142 15.00 - - E- TOTALS 1.5 1.8 0.5 70.4 70,4 1 70.4 SERVES CONN. LOAD - KVA D•F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 1.0 0.80 0.8 EQUIPMENT 214.0 1.0 214.0 APPLIANCE 0.0 0.75 0'0 SPARE/SPACE 0.0 1.0 0.0 OTHER 0.0 1,0 0.0 TOTALS 215.0 1 214.8 PANEL EH-2 SERVICE _ 120/208V 3r 4w-SN _ MINIMUM BREAKER AIC LOCATION- ROOF RATING _-- _ 600A_ MOUNTING ___SURFACE _ _ NEMA 3R LOAD DESCRIPTION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A r8 OC rA OB OC TRIP POLES COM. AREA 8TH/9TH 20 1 1.20 1 2 1.20 20 1 _ COM. AREA 8TH/9TH COM. AREA LOTH 11TH 20 1 1.20 3 4 1.20 20 1 COM. AREA 10TH/11TH COM. AREA 12TH 20 1 0.60 5 6 0.60 20 1 COM. AREA 12TH M-EF-A1 A2 A3 1 20 1 0.80 7 8 2.03 30 3 M-EF-6 M-EF-B2 3/B4 C1/C2 20_ 1 1.00 9 10 2.03 - - M- M-EF-D1 2 3/C3 C4 20 1• 1,00 11 12 2.03 - - M- E -ELEVATOR 1 206 3 10.00 13 14 .40 30 3 SPARE E- - - 10.00 15 16 .40 - - S- E- - - 10.00 17 18 .40 - - S- E -ELEVATOR 2 200 3 10.00 19 20 .37 20 3 M-SF-1 E- - - 10.00 2122 .37 1 - - M- E- - - 10.00 23 24 .37 - - M- M-EF-4 20 3 .37 25 26 .37 20 3 M-SF-2 M- - - .37 27 28 .37 - - M- M- - - .37 29 30 .37 - - M- M-EF-5 20 3 .37 31 32 - 20 1 SPARE M- - - .37 33 34 - 20 1 ARE M- - - .37 35 36 - 20 1 SPARE SPARE 20 1 - 37 38 - 20 1 SPARE SPARE 20 1 - 39 40 - 20 1 SPARE SPARE 20 1 - 41 42 - 20 1 SPARE TOTALS 22.7 22.9 22.3>< 4.3 4.3 3.7 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 13.3 0,80 10.6 EQUIPMENT 60.0 1.0 60.0 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 1.2 1.0 1.2 OTHER 0.0 1.0 0.0 TOTALS 74.5 71.8 PANEL H-MAIN SERVICE 120/208V-30-4W-SN MINIMUM BREAKER AIC------.---. LOCATION MAIN ELECTRIC RATING _ 10DOA _ MOUNTING - SURFACE__-_.____ ROOM LOAD DESCRIPTION BKR KVA q(T. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB I OC TRIP IPOLES 0-PANEL "H1" 300 3 28.DO 1 2 67.00 600 3 _ O-ATS 0- - - 28.00 3 4 67.00 - - 0- 0- - - 28.00 5 6 67.00 - - 0- 0-PANEL "H2" 125 3 10.00 7 8 - 20 1 - 0- - - 10.00 9 10 - 20 1 - 0- - - 10.00 11 12 - 20 1 - 0-PANEL "H3" 800 3 72.00 13 14 - 20 1 - 0- - - 172.00 15.16 - 20 1 - 0- - - 72.00 17 18 - 20 1 - 20 1 - 19 20 - 20 1 - - 20 1 - 21 22 - 20 1 - - 20 1 - 23 24 - 20 1 - - 20 1 - 25 26 - 20 1 - - 20 1 - 27 28 - 20 1 - - 20 1 - 29 30 - 20 1 - - 20 1 - 31 32 - 20 1 - - 20 1 - 33 34 - 20 1 - - 20 1 - 35 36 - 20 1 - - 20 1 - 37 38 - 20 1 - - 20 1 - 39 40 - 20 1 - - 20 1 - 41 42 - TOTALS 110.0 110.0 110.0 67.0 67.0 67.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 0.0 0,80 _ 0.0 EQUIPMENT 0.0 1.0 _ 0.0 APPLIANCE 0.0 0.75 0.0 SPARE SPACE 0.0 1.0 0.0 OTHER 531.0 1.0 531.0 TOTALS 531.0 531.0 NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. RHVISIONS u C' IPYRNi11T 21D1) ... H..I1.A, R(XII ARrn1IUVIN All RRI❑ I'S RFNI.RVFI). Z 0 Cn L> J 0 LLJ W C.) Q 0 w O iTl 'Jul A/ w U w � O H C] z z rTl O x U E~ O F_ F-I LUG O z 11] H-2 H-3 DRAWN L�E M-J.H.AIN EH-1 EH-2 curcicr.I3 TBA E2] H-MAINa IJA102/01 /01 S(W.r. AS NOTED JOB NO. LEGEND SNr•.a1• EMOYFERS ORLAUE 6 01 1D0 , FT. W. PERcE ^ PALM 6EAcH 1+1 CENTERPONE FACIE. SUITE IBM ALTA"IE SNNGS FLORIDA 32701 (107) 332-5110 FAIL (Q7) 332-77N 131 N. 2N0 ST, SURE 206. FT. PEACE. FLORIDA 34W (407) 460-1165 FAX (407) 00-1164 Of S1111%IS Mg FOREST HATS BLVD.. SUTE 225, HEST PALM BEACH. FLORIDA S3405 ASSOCIATES (407) 963-NM FAX (407) 434-TI45 INC. u FIXTURES HEDULE LAMPS TYPE DESCRIPTION FINISH MOUNTING NO. WATTS TYPE A SEAGULL LIGHTING 5971-15 1 13 PL MITE SURFACE B ELCO LIGHTING EL71C 1 75 PAR30 BAFFLE RECESSED C NICOR 17502 2 13 PL WHITE RECESSED AMERICAN LANTERN 20008-PB D XNERGYWISE 25-G16.5 8 25 161/2 BRASS WALL NOT USED. E 16 25 16 1/2 BRASS WALL NOT USED. F -- -- -- WHITE -- INNOVATIVE BRASS 6944VG G 6'-6" MOUNTING HEIGHT, YELLOW BUG LAMP 1 25 INC VERDE GREEN WALL H — LIGHT CONCEPTS 10630 2 20 T12 WHITE SURFACE 1 LITHONIA LIGHTING LICM M81 I ENERGYWISE 50-R20 FL 1 50 PAR20 BAFFLE RECESSED BY OWNER K LIGHT CONCEPTS LCS 120 1 25 T8 WHITE SURFACE L LIGHT CONCEPTS LCS 130 1 32 T8 WHITE SURFACE LITHONIA LIGHTING L7X 6C2C M ENERGYWISE 75R30-FL 1 60 A19 WHITE RECESSED TERON LIGHTING CT26PB 120 PATH LAMP N 2 13 PL BRASS WALL VISA CM1010-3F13-PB. 0 ADVENT AC2010-314OT-BRB. 3 13 PL BRASS CEILING X VISA C83390-2F26-PTWT. P ADVENT AE7000-2CF26Q-VE. 2 26 DTT WHITE WALL x 1 McGRAW ZBG28326NBZ. Q HADCO DB14-H-AO-F28-12OV. 1 26 DTT BRONZE GROUND x NOTES: D FIXTURE SCHEDULE LAMPS TYPE DESCRIPTION FINISH MOUNTING - - N0. WATTS TYPE LITHONIA LIGHTING WC 2 32 120 GEB LPGSP35 Al 2 32 T8 WHITE CEILING LUMARK PLVR-PC-28-12OV-LL. 81 STONCO TLW 28NFL, 1 28 PLC BRONZE WALL C1 LIGHT CONCEPTS 10631 2 32 T8 WHITE CEILING STONCO ML0150DXL/ML10. T4TZ D1 1 150 OR BRONZE WALL LITHONIA LIGHTING 2PM3 G B 3 32 18LD 120 1/3 GEB PWS1836 LPGSP35 E1 3 32 T8 SILVER GRID METALUX 2P3GX2U6S331 EB81. F1 CRESCENT 22UPB2409DA-SSOCT/U6. 2 31 U/6 SILVER GRID ACCESS LIGHTING 1425-120-114PB WITH LAMP G1 1 25W BLACK BY ARCH. WALL H1 UGHT CONCEPTS 10631 2 32 T8 WHITE CEILING H1A LITHONIA 2PM 338 332 18 3 32 TB WHITE CEILING KICHLER K-9784 VG K1 SHIELDED FROM BEACH, 6'-6' MOUNTING HEIGHT, YELLOW BUG LAMP 2 25 INC. VERDE GREEN WALL KICHLER K-9785 VG K1A SHIELDED FROM BEACH, 6'-6" MOUNTING HEIGHT, YELLOW BUG LAMP 2 25 INC. VERDE GREEN WALL K1B KICHLER K-9885 VG REGALITE VPC 100 GG75 NTH LAMP 3 25 INC. VERDE GREEN WALL L1 1 100 A19 -- SURFACE METALUX BE-232-12OV-EBB1 M1 2 32 T8 WHITE WALL HALO H71CT/ERT7 1. N1 PEACHTREE PTC7/PPD760. 1 40 A19 MITE RECESSED LITHONIA LIGHTING L7X 782 01 ENERGYWI$E 75R30-FL 1 75 PAR30 BAFFLE RECESSED LITHONIA LIGHTING UX 6C2C 02 ENERGYMSE 75R30-FL 1 120 PAR38 BAFFLE RECESSED US ARCHITECTURAL 8RA8TR100MHDBZ A2 SHIELDED FROM BEACH, 42" TO TOP 1 35 HPS BRONZE GROUND SPERO P8-175MH-20-NA-A-?T-VER 82 SHIELDED FROM BEACH, 12'-0 POLE 1 175 MH VERDE GREEN POLE KICHII,ER K-9784 VG C2 6 -6 MOUNTING HEIGHT 1 25 INC VERDE GREEN WALL D2 STONCO WPMI8SX 1 18 T17 LIPS BRONZE POLE SURE-UTES CC-2 EM 2 20 HALOGEN OilTE WALL SURE-UTES CCX-20-GO X - 10 LED WHITE UNIVERSAL COOPER LIGHTING 12'-0* MOUNTING HGT., DARK BRONZE FINISH, POLE SOUARE STRAIGHT STEEL LED WHITE UNIVERSAL KELSEY-KANE WP-2TTi3-C L21'3 SIGN DTT BRONZE SNIVEL UTE NOTES: NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. REVISIONS Q('(WYRKiIII2000 INNI(;I.ASR X) AR(lIFIIiCFS. AI1. RKiI Ill NP.SI'.RVF3). z 0 (n LJ 0 PRAWN J.H. ('1 ❑ E.KP.P TBA I]ATT'. 02/O1/01 SCALE AS NOTED JOB NO COAM L / IIR.7 SMIYEEW CALAN100 Fr PfigCE • W. P" 81154CH 427 CENTERPoM71 MOLE. WTE IM ALTAMOIRF 9WC&. FLORIDA 32701 (07) 332-5110 FAIC (407) 332-7704 l 131 K M ST„ RIFE 205, FT. PERCE, FLORIDA 34M (407) 466-1165 FAX: (407) 06-1164 2669 FOREST NLS BLVD., SUITE 223, 9ES1 PALM BEACH, FLORIDA M406 1/ (4W) 96.3-96DO FAK. (407) 434-7745 ASSOCIATES INC., E602 OF SI❑fF:IS ulci coull�; Yl) IF Onl]DA I)RA.WING INI)E -- SITE DATA _ k SHEET DESCRIPTION _ OWNER: SURF 'N SAND PROPERTIES, INC. I COVER SHEET PARKING CALCULATIONS CONTACT: MITCH MALVAN LOCATION (( t���LVT MAP 2900 N. S.R. A-1-A NO. DWELLING UNITS = 44 ���Al � PAVING, DRAINAGE & UTILITIES CONSTRUCTION PLAN NORTH HUTCHINSON ISLAND, FL 34949 PARKING REQUIRED = 44 x 2 = 88 SPACES (4 HC) (561) 466-0301 COVERED PARKING PROVIDED = 67 SPACES 3 MISCELLANEOUS DETAILS SHEET - OPEN PARKING PROVIDED = 30 SPACES ENGINEER: SCHULKE, BITILE AND STODDARD, L.A_.0 TOTAL PARKING PROVIDED - 97 SPACES (SPACES) 4 ST. LUCIE COUNTY GENERAL AND WATER DETAIL SHEET CONTACT: ,JOSEPH SCHULKE, P.E. 1140 7TH COURT, SUITE 'F' BUILDING DATA: VERO BEACH, F L 32960 NO. DWELLING UNITS = 44 ST. LUCIE COUNTY SEWER DETAIL, SECTIONS (561) 770- 9622 NO BEDROOMS/UNITS = 3 & SPECIFICATIONS SHEET TOTAL BEDROOMS = 132 ���• .��' ,, —, t 1 NO. STORIES = 12 PROJECT NAME: THE ATRIUM ON THE OCEAN II CONDO PLAN AREA 12,520 S.F. �' ++ HEIGHT 113.25 FT. r DEC �+ LOCATION 3000 NORTH S.R. A-1--A, NORTH HUTCHINSON ISLAND a � � 1 2 � DENSITY = 8.80 DWELLING UNITS/ ACRE ZONING HIRD T� BUILDING = (SPACE 4 ORMULA: LAND USE RM )/ = (109.5+2x113.25/4 = 84' SIDE " t = (132+2x113.25/4 = 90' FRONT CORAL. cme _ _-- _ ____ _ _ t) Ti L115 \\\ = (135+2x113.25/4 = 90' REAR ATLAN TIC ELECTRIC FPL WATER SLCUSD (St. LUCIE COUNTY) u ApRIT E OCEANLE(I'AL I)ES ''RI1 1110N _� r. SEWER SLCUSD (ST. LUCIE COUNTY) DRAINAGE NOTES: DRAINAGE SYSTEM WILL CONSIST OF DRY RETENTION /DETENTION OF MIN. BUILDING SETBACK= 10' SIDE THE 100 YEAR 1 DAY STORM BY MEANS OF A. DRY RETENTION AREA HERON wuERWAT - (I'I 25' FRONT DEVELOPMENT SCHEDULE: ' TRAC O, CORAL. COVE- BEACH, SECTION ONE, ACCORDING TO THE PLAT THEREOF PERCENT BEGIN CONSTRUCTION: FEBRUARY 2001 BAR CLAY ON FIE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR SITE DA A S F.T.AREA ACR r v A T. L CIE COUNTY, FLORIDARECORDED 1N T —— —Q_E_ �� -- —._ ` C PLAT BOOK 11, PAGE 30A, SAID 'TOTAL GROSS AREA 218,250 5.01 100 COMPLETE CONSTRUCTION: MARCH 2002 LAND. LYING IN ST. LUCIE COUNTY, F[ ORIDA. MINUS BEACE. DUNE AREA: 109,348 2.51 50 � � TOTAL PROJECT AREA 108,902 2.50 40 xwcng+ER wnrERwnv ' I ' ' TOGS HER WITH: GENERAL NOTES: TOTAL IMPERVIOUS AREA 7.�,84, 1.74 35 - z ALL THAT PART OF GOVERNMENT LOTS ? AND 4, SECTION 25, TOWNSHIP 34 BUILDING 26,635 0.61 12 1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN J SOUTH , RANGE 40 EAST, LYING EAST OF THE FAST LINE OF 'TRACT '0' OE CORAL WRITING IN A FORM, ACCEPTABLE TO THE COUNTY --- _— --- _�c.__ -- rillI {1 __ CONDOMINIUM 11,220 0.26 5 i — COVE BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN GARAGES (2) 12,302 0.28 5 ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, 11 L �_� « �_ y - PLAT BOOK 11, PAGES 30A AND 30B OF THE PUBLIC RECORDS OF ST. LUCIE CABANA 303 0.01 0 AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO A *Nouoar COON' Y, FLORIDA, LYING WEST OF THE MEAN HIGH WATER LINE OF THE GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION IN - CARPORT $10 0.06 1 THE TLANTIC OCEAN AS 11 EXISTS FROM TIME TO TIME, AND LYING SOUTH OF OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL. OTHER IMPERVIOUS 49,21`2 1.13 23 THE NORTH LINE OF TRACT "0' OF CORAL COVE BEACH SECTION ONE AS POOL &SPA 840 0.02 0 2.) PROPOSED FINISHED FLOOR GRADE = 10.5 N.G.V.D. - — --- --- = — -- ---- BEACHSECTION ONE AS EXTENDED EAST FROM ITS INTERSECTION WITH THE , -- TENNIS COURT .200 0.16 3 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED OIaIC N:an A -I -, EAST LINE OF SAID TRACT "0" ALONG ITS SAME BEARING TO THE MEAN HIGH PAVEMENT & WALK : 41,172 0.95 19 w - WATER LINE OF' THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE TOTAL PERVIOUS AREA 33,055 0.76 65 OF TRACT "Q" AS EXTENDED EAST FROM ITS INTERSECTION WITH THE EAST LINE RETENTION AREA 5,380 0.12 2 OF TRACT "0" ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN. OTHER OPEN SPACE: 27,675 0.64 13 CCH..0 KE� B TTLE & STODDA..RD, L.L. C� CONSULTING ENGINEERS AND PLANNERS I I `7' `J 7TH H COURT SUITE ' IY ' SCHULKE, BITTLE AND STODDARD, L.L.C. JOSEPH SCHULKE, P.E. VERO BEACH FLORIDA 32960 ER 7TH COURT, SUITE'F VERO BEACH, FL 32960 (561) 770-9622 PHONE (561) 770--9622- FAX (561) 770 -9496 _ FI_. REG. NO. 47048 _ATE:-------- to of EXIST. SEWER F.D.U.T. GENERAL NOTES -----u---_ ° " SIN, !fT 'I TYPE 'C' INLET MANHOLE LF.Oi,ENp DENFnaL CONSTRUCTION NOteB• -----T.----,---.----------------_----_.---.-- •- TOP 7.5' TOP EL = 8.9' +- CDNST SE4Er; - D'NOT S NEW CONCRETE: - -- INV = 4.5' RESET TOP TO 0.5 +- MANHOLE / ,, ALAAIONAL SPECIFICATIONS AND DETAILS ARE DEPICTED ON SHEETS S TO 6. All materials and COnSfrl,,: (ion within the FOOT right Of Way shop conform to the FOOT Roadway and -- -- BOTTOM = 4.0' TO ACCOMWATE SVALE GRADING TOP EL 9.70' - 4'-SIDEWALKS/ 5'-VEHICLE USE: W B'x6 10 Cu1 W.W.M.e^•^m^'^ n Bq,cx B;,rO AT cono. +;= -CONTROL JOINTS WAX. 20' O.C. , ASPHALT .0INr -see nrrna Traffic Design Standards (Latest Edition Standard S ( ! FD. D.N.R. MONUMENT INV. _ -LO'A EXIST INV, = 5 9. S 2. THE CON'TAAC7QR eWLLL COORDINATE WITH ALL UTILITY COMPANIES TO DE7EPMINE EXACT POINT OF SERVICE 9 ( ). p@aifications Lat6sl Edition; and the supplements _ -� - 8` STABILIZED SUBGRADE (.BR 40 AT VEHICLE USE AREAS CONNECTION AT EXISTING UTILITY, REFER TO THE BUILDING ELECTRICAL AND PLUM91NO OMWIN08 FDA thereto. ` 94 77 L-30 D-2) TYPE 'C' INLET = 4,25, CORE SAW 5.5, NE, N of.NQIEs TYPE a CURB UTILITY SERVICE ENTANCE LOCATIONS, SIZES AND CIRCUTTINO. i, I:DNST. EXTERIOR PVC --' CONSTRUCT ASPHALTIC CONCRETE PAVEMENT 1.5' S-3, - The applicant's engineer responsible for construction inspection shall insure that the onOintenanca of N. 1149902.4148 TOP = 7.5' ( PF 9 P �. - DROP MANHOLE S_5 6" COQUINA O 98% MAX DRY DENSITY -LBR 100, 8" STABILIZED - __ - E. 726534.8254 INV = 5.0' CONNECTION O S. ALL TOR A'GRO SHORN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL . _ ELEV. 5.73' (N.G.V.D. '29) BOTTOM = 4. 0' 'EXIST. SEWER j .__� SUBGRADWT RR t pENu1Ts ExlsnNc GRADE traffic. pion (MOT) far the project is ,n accordance with the applicable FOOT index numbers ayff series; CONTRACTOR AT GROUND BREAK. r4- --'-- - \ S_2 MANHOLE 4. F[NI&1 WALK AND CURD ELEVATIONS SMALL BE $' ABOVE FINISH PAVEMENT. and these documents. The Manual an Uniform Traffic Control Devices for Streets and Highways (US y� I - = j 6 CONSTRUCT 2' TYPE 'S' STRUCTURAL COURSE DENo1Es PnoPosED fAAOF D-3 TYPE 'C' INLET CDNST. SEWER 8' COQUINA - LBR 100 10 Oil Deportment of Transportation. FHWA) q MANHOLE 5, ALL LANDSCAPE AREAS WILL BE POLISH GRADED TO 6' BELOW TOP OF ALL WALKS AND CURBS. ALL PAVEMENT W 75 TOP _ 9.25' TOP EL c 9.15' S-6 AND BASE MATERIALS LYING WITHIN NEW PLANTERS MUST BE REMOVED. APPROVED TOPSOIL $HALL BE PROVIDED. At the end Of each Work period, any drop-pif in the area adjacent to the travel Way of the State Rudd t North INV - 6 0' INV. - 4.43' W EXIST. SEWER LIFT STAT113N DENOTES SAND SE( BRICK PAVERS OVER 8" __ BOTTOM - 5.5' 4,48' E w STABILIZED SUBGRADE (LBR 40). CONSULT OWNER FOR -�-8. 50- ceNatEs PROPOSED ORAOE cauraR shall be 6ockfilled in accordance with Standard Index 600 or shall he otherwise Protected with temporary gc � r r SAN. LIFT STATION TO BE PLACED PAVER TYPE PATTERN /COLOR. A`ITEAMCApEALL CURBS AREA TII7aA 6:1 SCOFF., 6' COIGN TO FLUSH w! PAVEMENT .PROVIDE WEEPMOLEB 1N CURBS AT barrier wall at the contractor's expense. E5 SCALE: i =30 �> /--'3 AND NC GROUNDPAVER IB-1 DRAINAGE MANHOLE m qNp FENCE TO RE REMOVED 5� `-' TOP = 9 5/' WN1L SEWER I -0.8 7. OWNER'S ENGINEER AE8ETVE$ THE A[ON7 l'0 AEWEBY A COMPACTION TEST AND/OR A CdtE SAMPLE OF THE If the permitted work, is On a roadway that has been selected as p hurricane or diSast6r ova CuafiOn 1 MAN14OLE ! ASPHALT. IF TESTS PROVE CORRECT, PER PLAN SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF THE OWNER, route, the appliCl'ln{, at fhe pre -construction conference is required to present; OS port of the, work pion, p INV = 7.0' �' TESTING COOTS. O.C. WILL SE REBPOMSIBIE TO REPLACE ALL DEFECTIVE APEA8, ANO W3LL BE RESPONGTBLE FOR ALL BOTTOM 7.0' INV EL . 9.a5' ENV. 5.13' W OTHERG .ro emergency functional restoration -co plan t0 address ev@ntuali{iE5 such as hurricanes. k it 5 IB' N Ton, having jurisdictional over the S. THE CONTRACTOR SMALL COORDINATE / ENSURE THAT ALL SPECIFIED TESTING OF THE FILL MAieRIAlB, The contractor must Call the appropriate County traffic engineering divis BUBOKADE AND SASE COURSE, CONCRETE AND ALL REOUIREO UTILITY TESTING (7.V., EXFIL, PRESSURE, SAC-T, project, at least 48 hours, before any excavation within the FOOT right of way to determine the location : DENSITY OF GACKFILL, ETC) ARE COMPLETED. FINAL CERTIFICATIONS WILL NOT BE PROVIDED FOR THIS PROJECT of the existing traffic signal intercanneci - cable. 4 r� - - _ _- (NEELTEO FOR C. U, N LWLE66 ALL TEST RESULTS ARE PROVIDED AND WNEH REO'0, WITNESSED BY THE ENGINEER, g 9 HE SANDS R, SEE LANDSCAPE PLAN (SEPARATE PLAN] FOR REQUIRED/PROPOSED LANDSCAPING. The location of existing utilities shown Ore appn)Xlmately Only The exact IOcnhon Shall be dtterm,ned by 1 ON THE OCEAN the contractor during construction, Relocation of the utilities shell be coordinated with Utley �a.rnpan es 1 M - �� ^ r„f 7 �„ I --- - 10, SEE LMIUBGFE PLAN FOR TREE PIIOTECil01i METHODS TO BE USED TO SAVE EXI87I NG TREES DEPICTED. alter identification Of Conflict by contractor. Contractor will notify P.nq,nP,@r in Jdv.'1 rrCC bNf UIC any ,n,� + 11 '\ hi `IC' 11. ALL STRIPING DEPICTED TO BE REFLECTORIIEO TRAFFIC PAINT PER F.D.O.T. BTU. SPECIFICATIONS, relocation. S SECTION 710, EXCEPT OFF -SITE STRIPING AND ENTRANCE ORIVEWAY STRIPING, WHICH SMALL. BE p __ 1- , TNERMDPLA$T IC PER F.D.O.T. STD. SPECIFICATIONS, SECTION 711. Before the construction) Of this project, the applicant must con20ct the Florida Department Of X W7 W 1 N ! PREVIOUS �. NEW COASTAL CONSTRUCTION /+! COASTAL CONSTRUCTION 12, ALL SERER CLEAN -OURS WITHIN TRAFFIC AREAS TO BE BRASS TRAFFIC BEARING WITH GONG. PAD. Transportation Local Maintenance -30 Office to schedule O pre-CVOStruCtign meeting. The lelOphOrY6 number c GARAGE �. Is 561-465-7396 or 1-800-300-8236. a� CONTRpI. LINE EFFE(;TIVE CONTROL LINE 13. DRAINAGE: THE EXISTING DRAINAGE SYSTEM SHALL REMAIN. q -------- SEPT, L. LINE F RECORDED (P.B. 19, PC. 8) The controctor is to notify ,n writing all the right-of-way Users affected by the Construction of the �n - IN PLAT BOOK 26, PG'S. 26A-26t , ST LUCIE COUNTY, FLA. u. elDewALX TONBreUcrloN: proposed project. a THE SANDS - SIDEWALK: LONGITUDINAL ,nm[ 3HALL NOf EXCEED :.Cnl WITHOUT' A HANDRAIL CONSTRUCTED AI fERNAT�IVELY, CONTRACTOR MAY SLOPE Al 12:1 v < t Ra' -, ,, p pqEE gg \GP UN HE OCEANST. LUCIE CUtINTY, FLA. FOR A MAXIMUM LENGTH OF 6'(O'VERTICAL DROP) WITHOUT A HANDRAIL.TO ST. D UT CT UTILITIES <I5 x t5) ZGN NG-HIRDt TUN 9E COINS RUCTED WITH A TACTILE SURFACE�L4' WATER METER I� ,ALL RAMPS SHALL NUT EXl'EF.D 2% PER FLURIDA ACCESSABWTr CODE.THIS RAMP AREA MCONSTRUCT 4• R D. PRESSJRE SIDE SLOPES TH. V PP,LIP SED UTfLIT EASEMENT DICAT D$g r1AVF. A DETECTABLE SIIHFAC[OVFN IT'SBALKFLQW PIE VEN) TEXTU NQ TO THE SURFACE CEEDI 8E CONSTRUCTED F ° LA D t.- E-RM i I g25 1,�TEXTURING TO A DEPTH NOT EXCEEDING 1/8" 8Y USE OF Ars COHST. 4.33'TAMP OR ROLLER WITH AN IMPRINTING SURFACE OF EITHERAMESNQDEL 0005$ r .-,_--,_-_.,tXISIINU WALKWAY_----_,_,__1' MESH/0,25 W1RF. f,LC11H, !y6 F.XPANUED METAL. (ai0). OR 316EXISTIG 10' LYtOSSWALK ; CONSTRUCT N RED. P F.SSURE DETECTOR --- 'ExF'ANDEO METAL GRATIN+;. + I a.ABOVE GROUND W/ NC PADS PIPE UPPORT 0'BL SIDEWALKS' BLC1E',K WAIL (SOU -�LX:Sil SIDEI AND S'�M Wr' l,+PD 3"z3" C.M. LAABEIYE�GP,OU SW/CPSOOADS8RPIDPE SUPPORTTREES (TYP' (CTIAIN LWK FENCE 1 ;.-, EXISTING "„+ NORTH SIDE) '' DUNE WALKOVERIt GATE xeETd TY TA ET, SEEU LI DE [L - - X -- K _.. X _ X - - _. _. x _ _ XDp"23.34, _ - ._ _ ..-._ _-. - _ _ __. '-^.Ci: Au_ _ ���PROPOSED 5 aSf ST D(1Nl wAIkOVER =ap'-MpBE its wh_ EASEMENT _ � )' SET ft L y I , It � I , P BANFLOW PK A� ' SET 6 c i r 721 1 � C _ 8 9 2 ' n� ' , • ,, cr ar `,. _ _ ...-- T - - .,,' �...; .._� -•�- A h. Zvi it' .-F l a"x4" C.M --� ��E� r , ` 60 �`- (SEE SCOT 3) srAL c TRa Lu e rn ,o O 0' N. NOTE: ^- 4 l- X`.� J 9 9.70- PROP 8 - SL:OPE�1 ,21 R,,; 10.0' � 085 1 .2.� Rev rrvrctrriN rrc '� �-- OFL THE DRIVEWAYS, EW,C C.CL SHALL BE CONSTRUCTED OF PAVER BRICK. W000 I � � a` l 1 65OR OTHER $x Ii SET C DAR WA Doi rcei �" 01ti yy `) fa,. "3 i' WATER SEANCE AREA .IeD-1 carr FrRC 'IV _ :., PLANKS, ASPHALTIC'CONCRETE FRICTION COURSE (FC 2) OR OTHER U rA j ASSEMBLY AMID S r ✓MATERIALS. 1' S.S. Oft STRAP '-----'--'-_"-- - - APPROVED FRANOIBLA Erl .- vI BOX. LONG A O V) 1 -- ;;ll 4'"' H.I DIP r'E �✓•' ., 4 • .94 tiJQi.1 PITTING yr 4' AP ,r ANY DUNE VEGETATI DAMAGED OR DESTROYED DURING�©-% J S' OIL I`3 tOMsr �za LP .' Pvc vnrER Marty .xnNrs RESrRAINEB cHLaLn- Avt N-sa - - AND 2' PE RN. B dv-DFr THE CONSTRUCTION BEACH DUNE CROSSOVER WILL E REQUIRED TO BE REPLACED LLJ LL CDNST. TEMP~ '1 `� B_3 J a ___... --_- __- _. .. _ .3 __._- - - --.--� 1 4O WITH THE SAMETISPE OR OTHER NATIVE DUNE VEGETATION.Air R B ES.P.` a JUMPER CONNECTION FOR �+ lfu%11 6, RCI91MN0, TesTHk. �-'� 72' \ 4045 '� Sl. D2D LF E• USN FIRE MAIN -ILL rS HI' NIL lY Ri IRAINC '� I t -� E� Z t1� "' (1G,SD CDNST 42 lF 4' PVC VATER MAIN \ 0 ?� oONST. TAPPING SLEEVE 6. � �/ ` t \ 9.9 -lI r 9 {34, ll (4,8D 1 .15 L- A]INTS RESTRAINED PER SCREWE BRAWLING N�7S S'S AND a' GTE VALVE. \ - J �.. J`. "- I Box 3 CONC. PAD '"'�- r Y MJ PROP D /•� 6 _ �- r MJ SIP 90' COAST 8> LP B1P FIRE MAIM I C U " t A PI �IMG I WALx /�-- ;r.aa CUN5t. ne Lr • P rf RE N. 1N r11TIN6 v/ ----. CITST. TEND, SAMPL TAG PT. ./ { `, - r DIP FIR RMAIN NC'D TOP OF DUNE O.. 4L m 69 ! t'� THRUST & ace , ALL JpiNTR-IECI�A ` n a • / ^ 'Ct' LL JOINTS ME AN CALL RES AIHPT, _. _ SS IR.i y O ' / 1 o IONSi. Cv ANT7 FIR[ _ GRASS --A RECONST. SIDEWALK 1, I �•"i , , ' =rn ' ,. �' r MICR F 20� ti X'i� IONS i, 4^ NJ 6Pac F 75 \ <n 06 Z LEr��i / It ,n sg Rr, EpHtiEtT_DN 10. Y�✓ S ` -*1 J, . F.F. (' n�' a.QCH 1z - --- V `. 'l g 2�'vrTeDx DDNe! ., 1 . d0' Z, W LL T- 72 t F. SOME h JACrt�1 a"R 0-50' iNAY , - O tt -40 B - .. � � ---- VI wax, CDNr ''Pali .,' ''I ^ ,._ �: j 2r. AS ' GARAG' rHDINEER SPEC"s I 1 Cn' i PARKIN z a a0 4 F. s S2 MAP cAARbR PIPE J \ 1 y \ , ` z? -"' { 1' a'' • n O wI TECH. RtsTMNEA Jowls ` `� »� ` t gN 10.35� , ' 36.s4 bols.zs., •1 J SEE DETAILED SECTION `P n "_ -' 1332mLAJ WilsDD' R 8 s JI L �- ' PROPOSED t't SHEET cJ. ` g 9 "' Q 1 t CJ WALK j ib', ;, O ` CDNST; ?'PVC 1 I 1� w �`D, 9Ul cJ� Cs it d 'opNXIISATE 410: - �. r,;°}! CDNST $' P�rC 5CH ao s T L.', -p ALL ST ORMWAIER RUNOFF, SWIMMING r^ $ � �Yt "�4_J .Cs - g 4. 1 _.•.'CONS S6. Atli LINES S. cofY1 N ! i - i., , )' POOL DRAINAGE, AIR CONDI110NWG n o •F' L:.1 � -d N tO0 CEX48T' K"PVE SCr+ +0. ,\, 9A.. W/ UL18 .- -n } � �,'... r� i.iL , r 9RICK,9Al4D AT CDB1C' gB,y' gLRM+fWAAN It \ '1fra()RD r. '''� , 1. A COOLING WATER DISCHARGE, WELL �' O c) $' tJ 9.70 ASPHALT JOINT SEE' gEiAlt c PLANS n \ Z W a J -g - /� .,� \' SEE ELECTRICAL PIANc. u m DISCHARGE, DOMESTIC WATER SY_,TEkIS, y 1 i ; U - xBSFS" FYP• ;ACC LACATtfY45 .'?b - - 1 �i AND gUTEALI.S SHALL BE DIRECTED AWAY y Wy 1 •.ia FOR LOCATION AND AND ? \ M \ q' 94i-' ` 'COAL /- ,a♦, ?e ` 0.63 Ut $. FROM THE: BEACH AND DUNE SYSTEM. '' 4 - �'' \ AG t-- ,r PROPOSED TYPE OF EXTERIOR r. v ` : W -. - n LIGHTING FIXTURES yr� ;'> <- •,..I.• k" ��'<7. .ss '• icR toSY \G D. A � t FOR TE 1NA u'y .1 µ , r4;, rfryT, "'^'�_"A"'N •� '''t. ,,- .. .! -_- _..___.._-. 6 7 �� �) \/ L 3 c4C �\ ZM tP �) .-" J 11 ,y G b tm^rr.A„'.+{ :" '� ri i5 PW 2b I Y F L� '•.�..,. �,... �..x.r ..1.4 s c'a o•'! __.� .' -alE$ �.t rj Al.,ly. - l %a CONDOMINlt/M BUILDING Z t l w2 i - , i^ rn t� -� ty X",L!- ram.. l .MAN„•-..� '. ,. i• -._ _{��''.7 .r0!S'V-gRtA -N.oL_ r%.. �..... >F-.F-c[7{)C OD {2 STORY HIGH. RI`it,O e7 < 3y c c !� 'A � _n , j ADDRESS K ;5000 l�.R A-1 A NE e IND, t K '4, 1� fr(,Yf - •+. �'' -_ �_-•_--_�Ij,(I.{1 C3.J .._.rvu�M,w �, ^�� � I + .>I (JF 411� f0 - /WE EYGF hh - r , -, Ir f SS .OPFLp173ED WATER FOANDUNT O 9 1 c 9 ✓. " T 3 f txa45T S' P I CH 60 r t ) et •. ,� n3 ;tir :�. 34 - � - 9 r r SLUG LINES '- yp;'S r' PADE Pfibh EI:Y _ Ry ' 4 ► r• ti 0. in j - .' _ CflO'Rliy N/ P{ qS' To GRAIN TO ElI'N TiON R7EPS f N A 7 w ;� ,. PLANS y9 ♦R .'r, W G W Q t' 4 1 EJ •_ ti ....� <• , f . , . �' :. - .. :,' vYa+5'r .2` PJr, .. _ ^ i �` x �`....��`� 'N� to T" �• �- � 1 i ' (9 34 ;CD RL �rt T3 6G 9 3 I J �� " 5`> S!.' r' { "CQNST. B' PVC // 1fE HIGHWAY ALL RACTOR AIi1ST ON , rs 6 r EREBEasA ' : I SEWER AID. v - ^ e'�I PERMInFD DVNLvVALK a_ s (1 ' a a GH , CON , •y w , Y, _ /,Y. .. / . : `^'+rs i y ,Y ,.' '_ �� SUNDER ONSTRUCTION_ F�- PROVIDE MAINTENANCE OF TRAFFIC h B , ,> h''' r BID' . 1` i - r J ' �,�',�. `.•' L (FIELD PERMITU13817. 1/3,/00) rT0 '9 U" �. PER FDOT INDEX 604. P9C ,4.4a A r E sJ 3B 34 a lass r 1 -J 0 BEDG.SYRM OF" LME {Y (r r -i, P} �y'Yi .V yLA �'\ C Q 9' Li - _ `�� r ,. i . ��^�'�^-� -_..- __... 1}5 .', r--.' • t :✓ Fx4E ACCESS 'p,/ a AND ul w 'i / ar r}r •.� Ll-+LJ MI c,TASLtg D �,RAS.I. r.:T t' ,` ,N�' WA RFOUNTAIN TTn Y • � T �� .r/r .L �• �t ir E° B` DEEP CONC. - � ^ � � 'S' ''D 'rq x ) _ a �a - i•� Q 4� `� . ��\ `-- '-----CONSPROP�RUCTlCN FENCE Z� �y�• ,N a $' !- r♦a ._ W _ 2 - /1 I�~Mm MIN. 1B. tERTICK Cl.FjgyVCE FOR WATER MAnMS AND SEFETt MAWS AT aROSSV/C"a Y 1 �� EA. NO ACE 2. MAMTMN MAN. 10' SEPAW.noN BETWEEN WATER MAGI AND ,MEn. ` / I. y 1 m. 9.00 ' _ ~� I,r r- ,\ 'ai ',�.; �''"�.` �` ` i✓ ,._ � q ,'' .P �-. 0 3. PVC WATER MAIN Ai SEVER %#U HAVE A MNr. COVER W 42-1 IF 42' Wk. 'COVER M t N TYP. ♦ ! ( ) Y' na am NOT at CMSTAOMM/ OU ALL - - 4, ALL UTWTY WM 00" BE IN ACCORDANCE WITH SL.C.0 WA AM RAstcvurER urx.Gks � ` ', � % S t0 IRF woo _ 1 �� a <r, � � „ � '.�� ' . 3 S. ALL CONSTRUCTION S RESTRAINED VE WITH R is. ARCONTRACTOR SHALL � 000. A5M5 AS PER DRAWGC ag �_ _ M `_ _ f i, -_--, -v O r' CUNWATER 5Trnk:t10N 4t41pAD6 Jkt9'SPEFAIndITNONS, AVO., 2000. 7` \ SEE D TAtI o I " �S6 94 ��-0�� .I a,'1 _ h) 0-1 6. ALL SEIBER LATERAL CLEAN -OUTS SUOJECT TO TRAI'F`C S/WLL USE BRASS TRwric SEWAIC \ '�.tiT ' (a '`S ' `` ( ) p _ - ,' ! c> - O - E 'p• .-� CLEAN-OUTS`L• J 9 4 I h. ' {, t' _. - L _ SxC�S� y�EC`[�.-'•;,, _ _ _ _ '-. rn r O "EAST LIMITS OF 7 ALL C.V. SHALL BE JOINT, At BOW AND CONCRETE PAQ f .•y " ,) ..41E r ® } - _ -� n `r -�l ... �N_ 7 s h` r TD Js ; ^- CORAL COVE BEACH ;rA B- FOR StAnOMM CENTER OF REMORA• SrA4LL BE CONSCWAEU THE BASELINE 2' P + cMP. aNS T N - M +---"J v v . 5 ? uo� F CE 9. "8 9.2 c... f=y� L �. M� 'r P.8 11, PG. 30A R. CpM�iE9)4c WALKIL PAVFNENT MAPPwGS AS PEA' FOOT 47ANYVVFB 2r{ , ' �- - t0. TLMrM1O RADIUS DEPNIftCRO ABE-Dff TO BE PMNTED/SMVEG. `-^t +! ¢ - / _-' 0 .-.-� •! .-- - _ -'nJ , P: 11. eOIIBTRiNCI N6M-fDTAALE. WATER SERVICE Rr ACCrnDWCE \riTN EDEUTRecriDN+ ', ,.,, _>� _, P+AC _._ -� ---•c3S5.?9=-- - - CDNST..-.s'._-P L.._ _ _ _ _^ - �,,"�.• ' / L_.__�__-+..-_, ® a' 9ET4'R • 40% i SEW4.9T AT 10% c0.b-� Y 229. 1.3'. ANB K% STAMRAMR FQR WATER SERVICE CIR/ MXTM USE COLOR •( ,; g 1 14' T _J_ _._.... -- -_1-_.-- CODT/Y LLMABLE :DES, Me WARMING TAI WEL$ PER TWS PLAN Ma at -- _.L .- - ,.r-__.-_ AND FM 04cans MR'E WITH M ST. LUCIE COUNTY UTATT1 SERVICES DEPl. '. .._ _... -• "'--- ,"-' .�•--.�_ th _ 141 79' cADss cwEaT�rr cDNraa. HMw " �•z"T 4 VAUT,LLT 1 �'a'$�+ U� �J ccNsr 6 DFEP swALE 3 7 1CG R' l5 3690 -• . - FROM EtV� -, G. 41 tJ L.. - y _ ` 'I FD. I.R.C.I.R.f. 33 art: 17 F4 BaeKFLow (SEE LSIT .3,a�p3 " CUNSTR CTIUN MUTES -_ FDOT� R - W , Q DEWEWAY DESIGN PARAMETER S 1; PREVEN ERS CARP _- ---. .- = - is l - p IRRIGATION SERVICE U - IRE io �`' < CONNECT TO EXIST. riYDRANi nli6ans of Construction U TRAFFIC DATA: S.R- A -I -A 1- � '' ` r NON -POTABLE WATER ! W¢hn F.D,UT Rlghmof Woy O EXIST. PK M R NOR HISOUtg: 269 P. .� \ P �L , r`,I� >,ao i � METER I -o1- The �ont•ac'0 Shcdl provide a aecurily instrument In the form of o z2 - 3 8T-,•, 6 �'�\ .Ap K t cerf xnlance bond In the estimated dollar amount of the improvements/work 4. The er�glnoer of realyd Intl the F00T must be notnied hours or,or to , - TRAFT•T.. GENERATED: 3p0 ADT - "c „n - _ within the state rood right-of-way.This dollar amount shall be o "� •� the Commencement of construction. A pre -construction meeting at the job C�^3 -site shall be arranged b the contractor, at which r_presentotives of the. 31 PK HR. 19 TN, 12 OUT _ - � ft-Do T - to pow + T R A(J i {-i' " established by on nntount equal to i 10% of the contractors bid proposal. engineer of record and by must attend ESTIkMTED DRIVEWAY VOLUMES AT PK HOUR: �-^- n 10 EL-' "` This amount will be Used on the appropriate Florida Department of ~ n F,,, D.N.R. MONUMENT 'A� ( •y{ Transportation tUUT loan 850-040-20, 04 93 by the engineer. This T,)tNGRESS : NORTH BOUND S.R. A-1-A, RIGHT TURN: 11 �' ` y r ,� .L04 Tg4t;-/ p � (FDOT) / 9 SCHULKE, BITTLE & STODDARD, LLC : SOUTH BOUND S.R. A-t-A, LEFT TURN! 8 L j N \ -- 94 77 A--29 Fld�/4 tT F�101 security instrum.:nt may be waived by the FOOT, but is assumed to be JOSEPH W. SCHULKE (561) - 770-9622 2.)ECR£'S5 W£5T BOUND DRIVE. LEFT -OUT: 74- ? ` N. 1147480,9501 : WEST BOUND BOUN DRIVE, "LE T-OUT: 5 t_ y �% `, ' ,t & E. 727185.2934 coQtra tor'stllproposaiJ� Indicated, and shall be included in the F.D.O.T., Jim De%Oro 1 (800) 300-8236 POSTED SPEED. LIMIT: S.R. A-1-A z ` ELEV, 7.65' (N G,V.D. '29) T1-+,E A IRIUM NORTH BOUND: 40 M.P.H. A s ` Z dK-•i^' 2 The contractor shall deliver to the engineer of record and to the FOOT, 5, All conditions of the .FOOT permit must be strictly adhered to SOUTH BOUND: 40 M.P.N. �, 41 ,I FL.oDDZ ! ON THI- OCEAN . ` - GENERAL NOTES (DEP): proof of liability nsurpnce, naming themselves as insured, and the FDOT BEARING BASE: CENTERLINE OF SR A-1-A SURVEY BY: ALLEN E. BECK. INC.? r^ as an additional name insured. The policy shalt contain q broad form g, All construction shad be performed in accordance with the "FOOT F.NGI3PEEH�f�1NT�B_/L�Y 2-10-99. REVISE 9-25-00 `;o 2pNING- IRO i. A TEMPORARY CONSTRUCTION FENCE SHALL BE contractual endorsement specifically covering the liabilities arising P W H Standard S eciticatian6 for Road and Bridge Construction," latest edition oy , PLACED ENTIRELY ACROSS REAR EDGE OF THE CONSTRUCTION from the indemnity agreem6rd. The policy shall also provide: and shall reference the FOOT Standard Specifications for Road and Bridge TO LAND USE. RM THE ATRIUM \ SITE AS SHOWN IN PLAN- S rRIPING NOTES _- FDOT _ R/W lx� <, °+ '; \ Construction," latest revisions. 2- THE CONSTRUCTION FENCE SHALL 8E MAINTAINED THROUGHOUT ON THE OCEAN Public Goblity insurance, including property damage, the amount 1 / n if f, it THE CONSTRUCTION PERIOD. Of $500,000,00 combined single limo occurrence. 7. Construction specifications listed on Sheet 3 snail be adhered to. 3. AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN A provision requiring the Insurance date company to notify the FOOT. 1. The contractor shall maintain FOOT standard striping (Index ? 1i t 30 days prior to the effective date of cancellation or material dTdnge aEPH W. SCHULKE 710) throughout construction (temporarily pointed) and r ` ` �.. UNDISTURBED. striping must D with �••• {� + r 4, ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE in policy. •9. Traffic shall be maintained ok all times, per the 4ouawing: D L7 �+r� -Centerline Restriping: FOOT Index fi23 F`L. REG. NO.. ]048 appropriate MOT (index No. 604), Finalst p g u e 1 1 ` C ONSTR(,FCITION .�1(,' L' DI Tl.,F AND COICCJR TO THAT WHICH NATURALLY EXISTS AT 1HE S17E. 3. The contractor shall notify oil users of the right of- Way (utility Co's, - Driveway Constructbn�. FOOT . index 613 pg1Ea'�� thermoplastic markings, (Index No. 301, 711 & 17346). ` in pavement markings at the beginning and end of , ) 5 AFILL SHALL BE BROUGHT IN ND SHALL BE COMPACTED BYLIFTS NOT ICALEEDIN5 2.0 FEET ACHIEVE etc.) of the pending work and will hove ail existing utilities located in - Pavement Re -surfacing: FDU? Index 6U3 - 2. Match existing po e g g g \ ` - the flbe sub all conflicts resolved Documentation tian of this notification the project. , 1 COMMENCE: FEEiRUARY 2(J01 98% MAXIMUM DRY DENSITY. .60 shall . submitted to the engineer of record. SH6FT� 3. The contractor shall refurbish existing \ 6. ALL ELEVATIONS REFERENCED TO 0.00' N.G.V.D. ST. LUCIE County (561) 462-11-7 SCHULKE, BITTLE Sc STA AS L•LC. CERTIFIES THAT THISORD SITE WITH g pavement workings \ Florida, Power & Light 305) 68A-7182 SHEET 2, AND SHEET TA WAS BEEN PREPMEO IN ACCORDANCE WITH damaged during construction at no additional cast to the , \ I COMPLETED: MARCH 2O0.' U.N.C.L.E .(800) 432-4770 SECTIONS e2B-33.o0e(t)fo). $2B-33.0EX IXh). AND B2B-33.o050)(0 developer. , - 7. NATURAL VEGETATION DAMAGED OR REMOVED DURING 4fIiA C �'( CONSTRUCTION EG SHALL A RELOCATED OR REPLACED WITH TCI Cablews+on .. ..((561) 567-3444 OF THE FLORIDA ADMINI THE CODE EX EPT FOR THE EXTERIOR PROJECT NO. SIMILAR VEGETATION. Southern Belt ....(561) 469-5509 LKIF111NG INFORMATION WHICH APPEARS ON THE ELECTRICAL PLANS. 0r0-.. �1,32 i L , v . .. , " . , :...,,,.�.��ve`i"`'"��.,n•�ta','.'$+:. _ � ... ...., :.... .c .. r . ' n ... _. :i.:. ,.._.i. w. .. r k. .. '... -..?, o. d _ • '.a... ,a. n : n u�a. . n i..�. :...r' 1.- i .:.. _ . ry \'. �. ... _,:I 'ra m:l. v la.'., lr .:.: A-� r .. ... +.�,".,.. . e r.. • ri e_ I ... . is : >.. ' �... _.. ^ ",, f.. � � t SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECDTICATIONS FUR ROAD AND BRIDGE (ONSTRUCTION', LATEST REVISIONS, K USED WHERE OftICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING TKREDI REFERS TO THE STATE OF FLORIDA AND ITS ="TNWT OF TRNWMTATUP AND PERSONNEL, SUCH VOODOO 1S INTENDED TO K WL4CED WITH THAT WORDING WHICH VOULD PROVE TUMDA LOGY, THMY MAKING MUCH 'STANDARD SMMMATUM FOR ROAD All BRIDGE CONSTRUCTION• AS THE 'STANDARD TIDE• FOR THIS PRp.ELT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE 'NWT ROADWAY AN TRAFFIC DESIGN ST LATEST R[Vp1ONIS. �lTN1N 'fMAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED T0, IT SiRALL �E A PINT Da 11[ ' 7CATWN3, ALSO ALL WOK SHALL X IN A WMOV^IK YMMER SHILL COKOtM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL UGL4REGUL TWIM AND/OR MM TK L'O/1RACM SMALL MM K RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO TNE CW&TTO SHALL GIVE THE ENGINEER 84 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EOUMW NECESSARY TO PROPERLY TEST AND INSPECT THE CMWLETED WOK TIE CONTRACTOR SMALL GUNMNTEE ALL WOK AND ]MATERIALS FOR A PERIOD OR ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, D*Vg VM04 ALL FAULTY CONSTRUCTION AND/OR MATERIALS SMALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE, THE GQMITIIIACTOR SHALL COMPLETELY REMOVE AND DISPOSE O ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, IWAAME SEPTIC TAW, BUILDING FGUNDATIONS, PIPES, ETC., WITHIN THE LIMITS O THE ROADWAY CONSTRUCTION, ALL AREAS VHERS STRUCTURES VILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH KCTMN 110 OF THE STANDARD SPECIFOCATIOHI. GRADING THE CONTRACTOR SMALL PERFORM ALL ORADIN6 NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOL DR O,B Fks- FARM TPE PLAN IaSSS SFCTIONi (DRADINfi STALL INCLUDE ALL SMIAPIMIG, ROVGHI GRADING, BQBILVAY ExF4VAit(iN AND BDCSSD40 REWNKO ryIpIRR THE PROPOSCD ROADYA7 ANA ROAD EMBANKKNTS VITMIN TIME L)MITS DEPICTED N THE PLANS. THE TRACTOR K KSPMgIB.E FOR MAWTAONING THE FINISFED GRADES UNTIL CONTRACT CLOSE-OUT, AND MIST RE-GRABE AS RfOUDED WIN i141 BR 011(ER DISTUtBANCIS OCCUR. SEED/HALCM AND/OR SODDING SMBILL DE [NCOPORATED TO ASSIST IN THIS REGARD, MOIVAER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD, SOD SMALL K ARGENTINE BAOIA, UNLESS OTHERWISE INDICATED, SOD SHALL BE WELL HATTED WITH ROOTS AND SMALL SE SUFFICIENTLY THICK 10 A DUCE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJUSKD AT THE TIME OF PLANTING AND SHALL K Y fR(E OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE WILL K OAKD TD PROPER ELEVATIONS, FREE, RdTt, Will OR PATCHES [IF EXISTING GRASS. UPON LAYING, THE 09M AREA SM ALL K OCII.LED THOROUGHLY. ALL URBAN TO X WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, WAD SOD SMALL BE REPLACED BY CONTRACTOR. ENHANQENTONSROADWAY ENMKKWNI' TOH SHALL CONSIST O' ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BRRLOINS DITCHES AND SWALES IN ACCORDANCE VITH SECTION 120 O THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FRO( MNTSRIK CONTAINING NO MUCK, STUMPS, RMTS,BNUSM,VEGETABLE MATTER, RUIN SIR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO.4 SUITABLE ENDURING ROAD JED. MIATLRMAA iLIB;Ct. mpAAKD�I AAY,ILTJ1 M-145 ➢ESIG1ATION A-1, A-3, A-2-4. (REFERENCE F,UAT. INDEX 505) C09'ACTIOF 10a t�WAMCD LIFTS. MDNIMIN 98X MAxIMKUM DRY D[NSttT (AA.SHTD. 7-160). COPCNSARUN COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MAW FULLY BY THE HID ITEMS FOR BORROW EXCAVATION OER GYJ, GRADING (PER LT. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE STAKING CONSTRUCTION STAKING SMALL K THE RESPONSIBILITY OF THE CONTRACTOR. STAIILI3NG STABILIZCD WINDOW STALL K CONSTRUCTED TO THE FLORIDA KNUM VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, MO IN ACCORDANCE WITH SECTION 160 K THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 90X OF THE MAXKM DENSITY AS DETERMINED BY AASHTO T-180, BASE COURSE THE LAW SHALL BE CONSTRUCTED O EITHER LIWRDCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERNAL IN ACC13RDAMM WITH SECTION 915 O THE STANDARD SPECIFICATIONS, LIMERICK SASE SMALL K CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED CMMIA BIEEE BASE SMALL K CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD WMYICATtOML THE CONTRACTOR SMMAl MWVDE ROCK PIT CERTIFICATION FOR CEMENTED COQU AMA SHELL MATERIAL. BASE SWILL K CDIPACTCD TO AT LEAST 1MX OF THE OXY M DENSITY AS DETERMINED BY AASHTD 1-186 BASE SHALL K APPROVED PRIOR TO PRIME COAT, PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE CMAM SMALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (AG LCJ TYPE $-I MDD OR S-3 A-3.C. SHALL K CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON M PION, IN ACCORDANCE VITH SECTIONS 3", 330 AND 331 O THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION HALL IN ACCORDANCE WITH SECTION 380 K THE STAMRMD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.D.T. INDEX Na 304, PROVIDE CONTRA JOINTS AT U-FOOT QC. MAXIMUM TRANSITION ENDS O CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAGS SMALL K N ACCORDARGS WITH FJDT. WXX Mal 304. TESTING THE 1TRA�fTOR SMALL KYAW THE SERVICES IMF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REOURED TESTS ON OMANWWAUMOV L UAW, PINE BADIFR. AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REOIEST FOR ►A"Off; AMM ITWS, THE SCHEDULE FOR ROAD/PAVDENT AREAS CONSTRUCTION SHALL BE AS FOLLOW& A ocwm DENT W SOOTY TESTS SMALL BE TAKEN AT A MAXIMUM OF 10,000 W. INTERVALS FOR EACH ter LIFTS CONSTRUCTED. D. SMIGRAM (U FJLV / L,RR (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS K NOT MORE THAN WORST / 20,0OOSF DR CLOSER AS WONT K NECESSARY IN THE EVENT O VARIATIONS IN SUMSOIL CONDITIONS. 004 O 3 / 1 PER JOB) (2) DENSITY TESTS SMALL K TAKEN AT INTERVALS OF NOT MERE THIN SODD SF OR CLOSER AS MIGHT K NECESSARY, C. BASE, (U FA.V / LOA PER PLAN) TEST SHALL K TAKEN AT INTERVALS OF NOT MORE THAN Still / 20A00SF OR CLOSER (MIN. O 3 / 1 PER JOB) (E) DENSITY TESTS SMALL K TAKEN AT INTERVALS O NOT MORE THAN SON SF OR CLOSER AS MIGHT K NECESSARY, D. PIPE BACKFDJ,, (I) DENSITY TESTS SMALL K TAKEN AT A MAXIMUM OF SO Fk INTERVALS, 1' ABOVE PIPE, V BELOW GRADE, HIM, E STRUCTURES, W A HINUIUM O I DENSITY TEST SMALL BE PERFORMED IN THE STABILIZED SU➢GRADE ADJACENT TO EACH STRUCTURE INSTALLED, F. BUILDING PAD (U AS SPECIFIED N ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR B7 THE CONTRACTOR. CLEAN-tP THE CONTRACTOR MUST PDEVIDE CLEAN-UP OF EXCESS CONSTRLPCT113N MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST ME LEFT IN A TEAT, CLEAN, QRAKD CONDITIDK DitAvil BPECTPICATm1/S $TOM WETS AND KV4a S SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION[. CONCRETE SMALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3NO PSI. ALL IREDMORCLM STEEL TO K ASTM A 615-72 OAK 40, Fy . 40,900 PSI, AND SHALL K HANDLED AND PLACED IN ACCORDANCE WITH ACI S0-7E PRECAST CONCRETE MANHOLES AND STORM Bill MAY K USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS PRECAST INLETS ALL STOW INLETS SHALL BE PRECAST O SWORCED CONCRETE IN ACCORDANCE VITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE TOOT ROADWAY AND TRAFFIC KUGM STANDARDS', LATEST EDITION. TYPO O PORTLAND CEMENT STALL BE USED M THE CONCRETE NIX. CONCRETE SMALL HAVE A MINIMUM COWRMIVE STRENGTH AT 28-DAYS Or 4000 PSI. CULVERT MKS RE WOM CONCRETE PIPES MCP.) SMALL K IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALIDRMM PIPE SMALL K IN ACCORDANCE WITH SECTION 943 OF THE STANDARD SPECIFICATIONS. STORM CORSTRUCTIOR U, K N AACCCORDANCE WITH SECTION 430 AND RELATED SECTIONS O THE STANDARD OR TIE PLED 'KIARTMI[Ni O' TMWMTATUX SALWILLING OVER PIPE CULVERT AND STORM SEVERS SHALL BE CORLCM IN OAKDSM {' (i'TS• TO A PINT Ir ABOVE THE PIPE, AND IN 12' LIMITS BEYOND, COPACTED TO A MINIMU( OF 96% Q MAXURM DRY BOOM. CONCRETE UNLESS OTHERWISE SPECWM OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 20-DAYS O 3000 PSL ALL WORK SHALL COPLY WITH THE CURRENT EDITION O THE AMERICAN CONCRETE INSTITUTE CACD BUILDING COW AND THE APPLICABLE BUILDING CODES SAVING JURISDICTION IN THE AREA RE= DNAVINDS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED MY THE T(PICTD40 ANY OVAKS OAK IN THE FIELD VNICH DIFFER FRON THE CONTRACT DRAWINGS. RECORD DRAVINGS SMALL M ARE NOT LOOTED 1'Q. NONRAL LOCATION, INVGT AND TOP ELEVATIONS OF CLVERTS, SEVER MWaL[S, DRAINAGE STRUCTURES. INLETS, AND UTRITT MAINS. 71MLL SOIIQT COMPLETE AND FINAL RECORD DRAVINGS TO ENGINEER UPON COMPLETION Sir PROJECT MID PRIM T3 FDOLL bgP'9Ck S1D1 NO FDOL PAYMENT. THE CWOACTO SMALL BE RE'aUBREO TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS. owunm W&VA MdTMXTE N VWMTM CHECKPOINTS THE HALL K NOTYU& A TO ANT WAIDR DEVIATION FX M THE APPROVED PLANS. D Tn BACKFLLPIPE TRENCE& C. COMLETMM LOOM Ate CO WVAC'TWK D UM KBDININD-OF OF "M UK K%TEUAL E. UPONEOWLLTOI Q ANCOWAOTTON OF MSE MATERIAL AND PRIOR TO PRIKRNA F, DNEMATELY BRIO 10 Am UPDE APPLICATION O- A".0 G. WON COlIETM DF U'EiETmeTOI H. VAM LONE AM SANITARY SEVER LEES PRIG TO DACIFILLIN6 THE FAILURE TO NOTIFY THE ENGINEER O' THE COMMENCEMENT AND COMPLETION OF COMTRUCTIDN O SUCH ITEMS SHALL K GOOD CAME TO REFUSE TO TSSUK A FINAL CERTIFICATION (REQT FOR C.D) UNTIL SUCH FARTHER INVESTIGATION IS CMKX' D TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT, ALL VATER AND SEVER IMPROVEMENTS MUST K INSPECTED BY THE ST. LUCIE COMITY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MEWIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO DACKFILLING 1913.070X1,03 WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PAINING SPACE MARKINGS WITH THE E11CiPTD'JI THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORRED TRAFFIC PAINT AMO WITH THE FLORIDA DEPARTMENT O TRANSPORTATWN'S STANDARD SPECIFICATIONS FOR ROAD AND TION, ISSN, SECTION ND 710E 2. ALL HANDICAPPED PARKING SPACES SIM,1. Y SIGNED AND MARKED IN ACCORDANCE WITH THE F,DAT'S STANDARD INDEX HIM 173D4& 3. TRAFFIC FLOW ARROWS THOU PARKING AIDE DIRECTION AND ARE TO K PAINTED WHITE REFLECTORIZED TRAFFIPAD4i KIN DANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS SPECIFICATIS FDIC Ill AMID TRUCTION, 199E SECTION NO. 710, 4. STOP BARS SHALL K 24' VIDE. USE EXTRUDED TYPE, ALKYD ARSE THODOW ASTM 5. ALL SIGNS AND PAVEMENT MARKINGS SMALL K IN COiORK04CE WITH F.Dd1.T, TRAFFIC DESIGN STANDARDS AND THE MANUAL O UNIFORM TRAFFIC CONTROL DEVICES, 6. ALL PAVEMENT KVWDNAS FOR THE PROPOSED ROADWAYS AND ENTRANCE DRIVEWAY SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION, SECTION MO, 711. 7. SPECIAL NARKING$ (CROSS WALK, STOP IRS, ROADWAY CONNTINIOIS STRIPING, THRU ARROWS, PAVEMENT KAWIWS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE FRO.T. INDEX No. 1734& _SIGNS, 1. ALL SIGNS SMALL K CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SIMGAE COL MN GROUND SIGNS IN ACCORDANCE WITH F,DOT INDEX No, IIB60, 11863, 11863. WIND LOAD SHALL BE ZONE 3 (SO Kill 3. ALL SIDES PLACEMENT SMALL K IN ACCORDANCE WITH F.DAIT. INDEX Na 17302E HANDICAP SIGN N0. FTP-25 i-- 4- -� 1 " IN zz� qa CONCRETE 4' WHITE STRIPE EL STOP TYPICAL _ N11 6' CONCRETE WHEEL STOP EXCEPT WHERE AD ENT TO CURB OR SIDEWALK EPT WHERE A➢DACE URB OR SIDEWALK a) r, 4' WHI TES4• W BLUE STRIPE,TRIPE IF ADJACENTZTOPH (TYP)WHITE ANICAP STALL,4• BLUE STRIPE 4" WHITE STRIPETYPICAL4' O.C., TYPICAL4' WHITE STRIPE TYPICAL 1 --"-- WHITE STRIPE TYPICAL TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING STALL STALL IvT T s N.T.S. SOD MUST BE FLUSH WITH SIDEWALK 4" THICK CONCRETE MINIMUM. u 3,000 P.S.I. O 28 DAYS. SIDEWALK NOTES, 1 ALL MATERIALS AND CONSTRUCTION PROCEDURES SMALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO, 310. 2, SAVED JOINTS SMALL K CONSTRUCTED AT A MAXIMUM OF 5-FEET G.C., AND SMALL X IN ACCORDANCE W/ FDOT INDEX N6 310, 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10.000 SQUARE FEET OF PAVEMENT OR FIVE (3) PER JOB, WHICHEVER IS GREATER SLUMP SHALL BE a TO 4 Tll (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 29 DAYS. 4 CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95X MAXIMUM DRY DENSITY. SURFACE VITH LIGHT BROOM FINISH. 6. SOD AL.L DISTURBED AREAS. DETAIL AND SIDEWALK BIKEPATH SPECIFICATIONS tTAPA FILTER BANANA - • • • -4 NXCAVATE VXV TRENCH SYNCH.F1MLfG AFAR RBTMRIMTM U CAST IRON ORATE d FYL ERH4L�ItPc�' ° To INK Vmo STAxn 3 4" 6 3/4• 3 3/4- -3SW c,_ 4 4 b a4 a♦ I I' 4 r T ORATE A PLAN VIEW CTION TRAFFIC BEARING TYPE 'C' INLET D TAIL 5.00' zo I I I is a Zj ZD - - - SECTION A -A SECTION B-B CONCRETE FLUME DETAIL wr n .r.n MO _ SCC ANall -TMix L( PLAN Aw, MAN OFY WIDTHS AS d REQUIRED PER PIPE VIM MN MID(Tm 3•x dID RSNTT MVy - MALM -RE00 M n£/!Y IATWK d IY A�aTwOFilc ruTOM� 75E FTt,wn uf%, SY WIT 7rrl WWVJanY FILTER BARRIER r C I. 10TER N4) KDCOwIIffixFIEDI AT {lTyEtAE� �gLpOFD/nDE CO'!� FIO1ppb�1TTp4gINS [71LOAEMTOLDRifAOD 44 S" yl 6 < VA n� Ay OOFIDO( CO/CELL WN�TMM Bpo t • AT 4 DwM ATM" no -i <0 }�MIHIRTDO0E�41BFGI C. n ATT I aw PLANS As TIES A Marx" Sit Ni E� n� Stcp pN DA P� PEpL 7p p((�ty y[ a p UCLIIEDM`AEAf Aim") 10 W 1* ORi, AM lTPll klls � A cc PRDVN i W MIN VIDE STRIP IF SOD AD-.ACEHIT TO Yl EON U' ALL WV PAVED SURFACES. EROSION AND SEDIMENT CONTROL PLAN LµDSCAPL I I 9.0• INv 10 90• INv I I A NORTH PROPERTY LINE - I I! 9,31. / - 7.804, OUTF-ALL STRUCTURE DETAIL 18" YELLOW REFLECTIVE PAVEMENT MARKERS (BI-DIRECTIONAL AMNER) 6" DBE, YELLOW 71S \ 0 n d3 'MOTH OFAPARVER FRE VERIFY Vol •1.5 MIN.l"sF •1.5" MIN. SEA 0 REASONS PAYER CONCRETE:T A' + •4 , - MINIMUM DEPTH TO MATCH TYPICAL CONCRETE SLAB SEC ON DETAIL FOR BRICK BAND A PAVEMENT TO ASPHALT -- 6" DBL. YELLOW 8" TYPICAL DETAIL OF P.R.M. PLACEMENT ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O,T, ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS; STRUCTURE INDEX NO, CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE, STRUCT. BOT, TYPE 'P' W/ SUMP BOT, AND MANHOLE TOP TYPE 8, No 200,201 TYPE 'C' INLET No. 232 TYPE 'F' INLET No. 233 CURBING No. 300 MITERED ENDS No. 272 SIDEWALKS No, 310 TYPE P-10 INLET No, 200, 201, 215 DRAINAGE STRUCTURES: EDGE OF PAVEMENT 6" ELEVATION REFERS ' TO THIS POINT SOD ADJACENT TO ALL MITERED ENDS X -I VINES (4' MIN.)\�U - I LIMITS SOD SOD -OF I /DRtvTWAY TYPE -------S.LIMITS OF OF ,MIT$ SODOF___ _ soDJ I MN. 4' -i al u9 �•'- 510E DITCH GRADE I s SEE FOOT INDEX NO. 272 FOR CONSTRUCTION DETAILS OF MITERED END. DETAILS, DIMENS,. ETC. DEPEND ON TYPE AND CIA, OF PIPE. MITERED END SECTION N. T.S. 2"R DI 'D' CURB DETAI I %• TYPE S-3 ASPHALT W C'OOINNA SHELL COMPACTED TO 98a MAX. DENSITY (AASHTD 7-160) AND TEST To LSR 100 8' 4MNUAD 9tN610MDE (L8R 40) (NX OOMPACY" AABHTO T-18D) FILE COYPACIID TO 081E AAA%. DE119TIY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AVE TESTIN(, REQUIREMENTS TYPICAL ASPHALTIC CONCRETE PAVING SECTION N. T. S. 3000 PSI CONC. w/ e' x 6. 10 10 CA -- all VOCKNESS PER NOTE 5, BELOW. B' STAMUZED SUBOMDE (LBR 40) (WX COMPACT" AASHTO 1-180) FILL COMPACTED TO--- 08X WX. DEHORY I MATERIALS AND CONSTRUCTION PROCEDURES SMALL BE IN ACCORDANCE WITH THE SUGGESTS➢ SPECIFICATIONS FOR CONCRETE ARCAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION. 2. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. W IS FT. OC. IN EACH DIRECTION 3 AT LEAS, 0) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH I0.000 Sr DE PAVEMENT OR (5) PER JO, VMICKVER IS GREATER SLUMP SHALL BE 2 TO 4 FICHES KAASHTD 1-119) CDHPPESSIVE STRENGTH SMALL BE REPORTED AT 7, 14 AND 28 DAYS. 4 AT LEAST I MID. PROCTOR (USHTO T-190) TEST FOR EA TYPE OF SUBBASE MATERIAL USED, 5. CONCRETE SHALL BE A MIN. OF S' THICK VITHIN PUBLIC ROAD RIGHT-DF-WAYS, AND AT ALL LOADING AREAS. DUMPSTER PADS, ANY VEHICLE USE AREAS AND OTHER AREAS DEPICTED IN NNE PLANS. OTHERWISE. THE CONCRETE SMALL BE A MIN, OF 4 INCHES THICK. TYPICAL CONCRETE PAVING SECTION N. T. S. OPTIONAL TYPICAL PAVING SECTIONS, L CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V,C. CAPS, AND STUB -OUTS IN BID. MISCELLANEOUS CONDUIT C.B.S./STUCCO WALL PROPOSED GATE AT WEST END OF EASEMENT PROPOSED WEST END OF WALL 4' HIGH x 25' LONG CHAIN LINK & REMAINDER OF WALL 6' HIGH FENCE TO PREVIOUS COASTAL CONSTRUCTION CONTROL LINE 4'-4" WALK CONSTRUCTION BY PEDESTRIAN OTHERS 5' EASEMENT - SECTION A FI.O 1 10' El.8q.90' 14' 1 14' CONCRETE ASPHALT IPAVEM CARPORT 10r0 . �X, pill 10 . inEL.1 j 9.0.._ -- /I Z SEACH ACCESS EL. 10.20 wIMRN S.EASEMENT I. SEE SECT. A -A IL j 7,0 W J I DA I _ INV, Cl EL VARIES 9.V-9-Or -- 3.5' - DUNE WALKOVER PEDESTRIAN 5' EASEMENT SECTION B-B IAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W PLACE AND COMPACT /IN 6' LIFTS\ \f PIPE! 01. . 24. 1 HAND PLACED SELECT MATERIA LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE 11„ BELL AND BARREL, N O T E S 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12' MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98X COMPACTION UNDER PAVED SURFACES AND 957E COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O, METHOD T-180. TYPICAL TRENCH DETAILS NOT T AlE 41.33' 42' 36.33' 4B' ING GARAGE CONCRETE PAVEMENT DRY fitTENTOM AREA CONCRETE P F.E. 10.00 _ 5' B' .S3' 9' all EDP EL. 9.00 \ COP El 0.00 EL 8.5L J1 EL 8.3 3 \ J OilIrmas'ciMAic,,w'i moon .M, m„sT.xna+ ' ... • - 250' - 50V - So - SW ---- _ w - -_ B 8 R B D 8 W ------- -- to 0 �, D 0 L AN•n Otnr Con.tructlon CK Malntanan« Operations Occur 1.5" DIMENSION All On. (1) MIAs, SIBn(n) (FOR AESTHETIC Be Be Orntttrl In wdoo igning ra "I =00. No In Acorddy« cwa l,- ,aa�'0o 1 YneN rna, No eoo MRMFrwn Sp.hM got. DsvkN (FT.) To Bo Con" (A Tui Mohr. At 25' Centers An! Equd To Th. Spsaa l (MPH) But Net Gnat! Typo - OF T)p4 •-erlkadde Or Verl Paris. Than 25' Fa Corso D Tubular Market 0r W 0, Dnsrns At 50' C;tre Fr First2W. Throatlr Fair Type � Or Typ. - B4rricnd4o 0r Vol Cones Or Tubular Mortises At W Coll And pantie 0, Drum. Type -• Or Typo +. Ba rcodes Or Vrtil Pants. 0, Drums At 100' C4nt4n. GENERAL NOTES TYPICAL APPLICATONS 1 Cq,N,yoNm 4per,or n. Hal M oonfaW 14 0. 1. 1 (mh).p to• .,MA 4S mRn Pawnenl Nepal SYMBOLS treHrM mo Istyr, In. Mr orm. cant W. tR u4,A.: T L1Awt Lanstrvctbn CO N C . Warr Asa 2 apt M" !NC . t. on rA ort. I c7tt "'Nr.I 'a p .tl. 4 mpn u k!" fty a, DINT 1l a ..Ns tln Fn".m nt dd M.,. `✓ SNpn WItA 1e' ate• (YIN.) pong4 YA Mtltn of InWa LrmnN{at b r.M, Flab Md Ty" B Llanl 3 A4,4Pono, a1rl corlyd +.Y a..,,. Am UY In. S. P.M.e MRA.4 "n (E64il. ball mans BT "Or T7P• Nr,IAa4 Or Vertical FP19Ma. 0) n,d .onus. (4) ti agnal. 6 TM OINE-'.NNE AOMb aws r. to M NUMY ro"OFK Ono iM. CONDITIONS P64 Or Orgm (Atn St"dy Al L10M1 fI.AWEP MNm NNMr raroAd a IWy eo"wl anon no .ri a WERE ANY VEHICLE. EQUIPMENT AM Nigh DYI Canty 0, Tob, Nu 1 My, fiscal as tM saw, mom. Of bAll cwuu mill PM,lam.d me lM toal 1. Rp.n (. t.A-w, korAc Ma B4 U4O0 Durin Da t Onl me Rg1Hn non a N •Ant M wu ana a WRKERS OR THEM ACTIVITIES Y 9 )l19H' y arm, CAmmunl.4t:4n 44 1 Nmp a. A.o" 4r,e14 dvr.MA 0 WeN,c o-Iy 4nn oo w, ,00ea ENCROACH THE AREA BETWEEN pewn.nl nwrn!nao R Typo -, Typo -- Or Typo --- 1110,11ool OF. W. li too ..m q . a+oo ,wA a Is' .. Is' K,n;n ME CENTERUME AND A ERNE 2' Vertical Pal Or Drum (With Flovil U9Nt) ro,ps nog al 4 To" 15 ROM .0aMud oM l0. IayxuaH�a wrn«4i.n. >• Ia e4 4aNMeo .o nl ntic OUTSIDE THE EDGE OF PAMNENT tprMin4 .1 W ill <w,dlbm W Nq. NO. M D wi 2«o S&P 5. TA. RAQGV iy.nd 14, may e. wA>aH„„N Ka IM T,. IDyn P .Id. reed iMsn4.ttf Ih. nAynoy an .I,Kn waA ,R 4.,n1 .PMa MNn N,r•amM4 o4atio 1 NUN[ coffti 4Mn.M Mai W .rMcle4 Q. Floagr M accadanc. Ian omr aAOMI¢.Ms CI I„d.... 4 Au sans al 4s PM mwrt.a If or. oea,r. lw. ,� Fw .r,.ra Ti r ..e .e. ,T na.ro t4 ones. No. Goo °4"urn...t. Rne o4Raa,a ,nra,noe,Rr. r.M• TN4i-t�,AN�'-WMY FIIRTION NMCMIT OPERA ON OR OPERA A EXCEEDING ONE DAYUGHT PERIOD. 604 L EL 5.5 SECTION C-C 41.33' 20' O' I PAVEME 3' ( I EDP EL 9,08 TO 9.0' PIPIK DEAN L OAR R_EL IROi 6" DEEP U� .J 4 _ J d � C AO 4 lfl O z en c0) LZ en Q z o� . 0 0 O _N LLQ M 0 `z Lu 2d m Ayy+' cL 0 01 06 a >l W L� '.O . Ia S 5 t. W �LL 0 W �d ' 2LU TtP / V 5 � JeSEPH W. SCHULK FL. REG. NO, 47041 DATE: z O� SHEET 3 OF 5 PROJECT NO. 00-032 G 2 � I I ( i A. it ' I I it I I { I t l I I I I I F' I , I I� i1 i 1 ,11� 1 Arff, ' iLl d- 1 If,', I I 1 1 I I PlN , IILI_ I AFl iV: 1. 0`1ItIN " M (t1A:nrF .4Nt AN. Iflll if. d A: I IN IlY(I II � .. .. ..: ,..._. Aill1MTI.JNAt. THRUST ME.HANICAI JOINT �f� .e RE�1JiRFMFEli S ANCHO IN^ _ ! W-11.1 it e: r ., JJ —J. Ianc/ 4it r v= (it MAII !?liAIll I 1 I a Is nil Uj K, .. AI.L. I!MNKRr98tpa* I.ilfV I e([•IvSN,. ..i "1mf1. It ,:1 ! •'.q:a'... a. Al, I 1: ''P'i •. f. .. '.... .•J:� -�::': h°E'lWi4; Fiii N.4'S SM+1E}, Ig !Q DIA76 f zg t!. 11A71,.• •.. . ^ ^AnM4"C- raWWS & tXA.4S ': H• lttf ,Av. t'. "If.:�'.*'('}, a 'SP �. If (Xd IN' mt, MM1WdY ..,c4Rfk; .pRM,TMI!gp. IV Al i:ril niu/ e+'•r".IW(kRtKNA • , ..:.: :.a tylT Ae. tVT Ai^, 4q:^>"- Y"^� '!. >1:N'M,f ta-nw ldv:;-" A ,tvIMYMi F.,;n!"'pliv T'rM*: ,q. "K Xf9..rro: V/y�f T 1 4 CA ry )T' Imp p p\✓*f L F/T,i31�e4�� IV�.T !'r R, A r,. Li=Cr`z'7 NOlF 1 THE PPF;,`^JRF VACtaUee cQ�AKER (F V.P.I CANII I Fit INSIAIIL VH€RE ff YAU RV., it10 JFCTF.b TO PAT.K i>Rr 151I,.4 Ii Rl'1Jlf FFS f'fRC IC (. t<'H A(,AITd$l BACK SIPIMNAGE OF B`)t}i Pn{L1iTAN1:, J,',In 1 (vtln,Fil AId I. 2 EACH P.V.R. SMALL, BE Rd i AU90 IN l,N AC(I ,'•4i! f, I I(,AUQ!) 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N11Md'WtAATURE Fill 1" 1 GRAM �, 1\ jMAW11 PYMTdw SURFAf` I;nAh 41C1F N:n.I 1 1 /2" CURB ,Top ... ryhVJNIF'PLE IRON VAL1'F Pray 12 1A1 fIpJ` a IOCATOR nU i1,1 NRS CAF X _FF WIRF s1F`.. -- Mfi"HANInnnML In¢r r GATF ``^JAf.VE P,V,t OR DAP WAIFR FORCF MAIN (IP eOUARF (•.ONCp£If f'4n, III or Pir iwl OR S,A Po('V: (A" 'I!vl" I , I r, IJQTF'„G; 1, WHEN TOP Of QAERATFNff, NUT IS UFEPER THAN 4)", A HIGH RTREINI f•XIFN9ION Will BF REQUIRED TO BRING THE OPERADW, NOT t)" RELOW FINISHED f,,RAI)F. A. Q,Ml. CENTEPMG PIATH, WEEDED 1,0 THE EXTENSION IS AFS') RFOUIRFG. - 2. C-900 PVC. OR O.I.P. RISER P`lFE .HAU OF ADDEO TO Fr Tf Nn Fill VPIVE ROX S, PET-UC71VE PAVFMENT MARKERS (PPM) $HAL(. BE B" FROM THE EDGE '?F PAVEMENT A PF.F r'DOT INITMAALON SP€{;fTi(At1DN4 WATEP FPIA-, `PIuF AND S'fW[I> rEViF 'rRFEN'. 4. ALL WAIE.R / SfWFR MAWS, Al')[`EPVgF_ ANU'$API IP VillI RC011rP A 4 IAr' In111 'J 07HEMME APPR)!ED Of IiIC I11II:1 A'.-t- YAPPING $Af1GLE.`i FIIAIL BC >i411Jtt �, '�Tf:CI Wlill Ftll I. 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T ,r „ TO _ >f C, 1 HON I SANIT,"i I `;EVIL R :yi,ANllO( F f , t ..! L j P `' f . \ T P 1 JE. .I.VF IRMINAf Cl FANotll OFTAl1 WW -9 ww— P. W1 I'NI III CRArf „ @ 1. I t 21 Eh .! trot -c a I- x 10 �5 fit (, u r _ I J h , I J if ..N ,I I Aft, w1 411 1 b 1 Tt.._ i ,I 1 1 I' t, mi 11141P AIR IV:, WIN; I 1III F'itl2 NlflNOlrS t r l c.QAST 4 (^.+CRT:if IYTf It. 40frI f S.. '!?A UNIT 4W Lr7u a.. At (' I'n l -..1I'll A' 1 1::' fll- Yi I`11 It"( .r '�.) t I,lilt N'..:Iri 41.f) 2 CSiif uAAAMH_k� rv? ..<761n;. nr A1.1. m in )(r!rc. !./7 uur,K varu v4b nA At nn1 ;liar. Acf If7 T.,f' WAU nlK,1l ';) IMP -I (YY(,I II 'IN IN'710f'. AND 1 f1f :11)E /It (If"Nit I(,'-':_.-IAI,( Elf "d'GIII., NJ, 4IiIfPIN: ..I ,'J(1!'If jNf •it1•+. " n,1 lI ;'Ih1I Ill ^,FAlif) %I1,1 }, A'A Ir I'I'f'(JI V- NON SJIRfIb(li . - .hIItIz E 1t'1 rANNEI` 9#AIt Of I � 0';i!, -'„ 'If l r,r I IfIf 'I INI i; HIN'') I' ,. •Ire£� AW,. r "AI nrIAlt ) I 4 (,!Art r I r4!Inl l If CQN^TF`I Ir A , „ Tf,('4'f'I Ia11.U6.Nr IN Tq Ytf1W : I FT III)L•r.S ARE" PFRlflr •,; PY -pp if0 A At I. PIFF f0l.r,S S!)CLI_ Ili tab: _;r ISyI'I11 ., At "i"C, WCITrS'4FIALl fait PRrcA;T (w CrIi 1WIUFD. 7 CIJLLAP 'If' Art ,!O%li I I•,I �:11' ,.. ,'I'" 7 r n, l A47 (IR AFPrOVrn Ft11r16i R f1O91 W 0': I:I Fn YF J!! 9 V C PIPE. if M H. TO PSCENE 2 COA I , o: '' It) •_ ,l u}lr: I UAI. I At : I" n, I Vi 4lIf OUT. FIT? 1 COAT RLn 'Ili) ! "."ipp (t)p. i "I ,I If `jr n>tl'' i !W.' !. ... NIL. fC, RF. (, It-rt ' COAT'; Ck" 1{H) r;f1A.i }9b' Fr'(iKY iNiIDF AUp (•.Ir INSICE 10 P( "01Tfi AC If ,.II I •, LAIN''' I 'I,F." IN ')fIIIP 'JIIIPI f IT ,.(JAI P,FT, AtIC SF(('i C(tAt LL,•( e, "f c,r)Wt (.I,A1rBJ I149111F' I(r f:/ 1, O1MP,1. ;.fr11 ,• '1 it O AI IF.R At LL11i ,ltL: ;F AI. IJ u- INF' ,'lilt- w.11: Y Ir. I:Ulxnl, F-ff l' "37ANOARD MANHOI F - SHA00`N MANHOLE 1 b9j! I i I r I 1 I I j 1 1 1 i ! 'i it 1 f (10 WER PROFILL ,tTiLP — "i e' DRA _ 90 9i!I PIPE, i V 8.0'�'�"'�({�f ... ILI) IS p MACE T pp PIPE, INv 7.0' 2- 11i 62 LF a" .. ..PIPE,-.MV_&0'.._ - DOMAIN p) " CaNST, a PVC CAA,ATV SIFT a o o,aw 'W ._.. _._.__. _7- . wV q 11Lr8' _PToAJ" 4.41 SFKFF nPAJN _ - - 3IT IA) ... _ -P.n .. ... '. _ .__...._ _ ,,_._... -1.f1 j + y NO 1 F 1�.' I J7 1 1"Pil P V," PI ;IIAl'i" •l111,'•' I (If W',IAI. 1_(10 ON At I_ MANHOI FS, t .'.;ri f:LN 1,':; SIiM riff AL MANI,Jf itTIJRF�d) fit 1 CO SR1'C INC I tit., r•r'!IH fi ,1 IACKlll AL,) SLAT, INC_ III' ^, r Irl ' i tl f °?IJAI WAST1 VotATfR RAIN Gl1AP0 pETAIL DROP MANHOLE (01IT-10C ,"ONNFCTION) ltJ liN� IR n 11i 4 II E'S• ALL UTILITY COfaa idT )(;T)LIN lU BF IN ACCORDANCE 7OANCE W611'i "`,iF LUCIf c I,UNT) wP frP. ',VA If ii f_r 31D Pic' l ,,MT;0 11 1 T' UTILITY CONSIR).lc.'U(:)hl IS SUBJECT TO ST LUCIE COUNTY UTIUTc PLRMLT A AND AI Ir 11°I „nUr SHOT T DRAWRI ';I IAL RBE UJBMITTE O I OR APf ROVAL Tr THE ENfaN F cff` AND T I, F P F nl lr l i 1, 1 i IT T,(: f1f'JIFICA'TIONS AND !)r 11 r: r _. y � _ '- ^ a APPROVAL AC'Ill I ' LJ'T,LII I f,c ('I { t,InR fU t'OU ,IPiII ,II G THE FOLL,UWLN(, St>FCaRCATK)NS ARE AN ABHRF`VIAiED VERSION OF i 1" "S7 LUt'tl fJIJi. Y-',TH wA":T(-"nAi'P ArJI of :Lnr:lrr wn'(!" .• a , 1 ,. r'nl r' CONSTRUCTION iA,CLDARDS AND TECHNICAL SPFCIFI+'A110N, ANT; L'f"'TIN 1'f21iEf"In nn(,I',I )fn W) ,L ILA AlII,V 1, i ) � ( L. ,f 1 ) C)7 I f Lu f F FI T )F S AR NOT RJCI ll RE .OW OR APF N SPECIFICATIONS CA it I DED L n (F BE E.FEREN U " THE CONi r T )R SHAI NOTIFY R S 1 IFIC.T.V. FLORIDA f OY•T:!' ,II fIG!I r'IF!} f 1JIII.!IIF 'I'. I rP- P t l 0 Y ELL O 1 ,Ir - I lip" COUrJTY 111111fIFS, U N C.L.E.EAND AN" OTHER IITfLiI'Y FRUVt 4.,. If I, ALL E)JSIINC 0111-I1IE > LOCATED IN THE FIELD. ALL. RFQUIRF U IFS IINI (PRESSURE TESTS DISINFECTION/ RAC 1FRI01 r)(It AL, f YI it I r TP tJ R'f 11 !Rt 11 Pd. N' 1, f ('u LI C' r r f l I I) , I I 1 f, 4 REQUIRED IR. N H ADOPTED T[ E I (' U.i I 1 f N[ I '.. I AND OTHER J . 1 OR IN FCA N , E01 fD I THE DC 5 P O ) CONTRACTOR THE ENGINEER AND SL.0 REPRF'SEN(Ai1VE ',H,t,ll hE r!'E FhJt F('I+ Ail, fEST1rICj1t1 ft :)-'l15 AIN'T (,i F>I J i„In' F'Fc`: , r ' Cf 1 NOTICE.� a ' I r Ahn� f I ,. I, r ''r F n r t JI 1 C'I f:fR - C C r, 1' i E 1 1J I .I 1 1 ,. R THE N(I'E A B GIVEN _ Pi Cf A l f P FORfE L 11 ER SHALT, F 0 ' A PERFORMANCE BLIND SHALT BE PROVIDED BY THE OQN[RAC IOP !1rY'OrAJ 1rF ifi11rR "I' I !; r?1 'f, _I Ilrll )UIJTY AT THE CL,OSF BOUT OF 111E CONTRAC1, TO GUAFANIFF I14! UI ff I . I A I OR tl % i' 1 1 r r 1 `: AI I I I' C , I 1:, 1 _ f1 1 P' H I L N 1 n I r I IF , TI IhJ i f .2 T PROVIDE V S- IJII I, "F L III l THE (, NiF AC WILL. ROVII E _,UR EYEJ A_ B S U f>R PLANE (:00RDINATES, ALL IN ACCORDANCE WITH S1 L,UCIF 1 Y Ihd'1 1 ,111 I I ' I f ' I„ , Tl' t l l IT AND IN ACGUP( ANC'F WITH PFPMIT CONDITIONS. POPE a t 0EJ Fr FPn L r: ,� 1 f I �, i f l -' T , F I U I •J 1 (S ) I r. i r J(l POLYVIrJY'L •.JIu:IRIDE{P.v.C) GRAV'lll SEWL.P PIPE C,Ar riff [( A U,. 1 ,,RA\ATY SEWER PIPE AND FITTINGS GRAVITY SEWER LINES AND`I_ATER'ALS SFIAU.. RE. EXTRA TPrNGTlt Pot'rvTNYI_ CIIFor"t[)F h'if`r A I[ :JAA;,i (I+i 1 ('':P"1 In JIIF t"`T ASfM DESIGNATION D .1034SDR 3'', IF DIP fS SPECiFIFD. FT SHAH Rif <".LAS ',0. CJ,tpIlr'" I(' y, ;;= 1 r'" r,Ill. 1'rf"I A)1 l}O, EPDXY LINED AND BITUMINOUS COATED. 1-.. , ) , r ? F'I CPf t.'-'•.li II :If, r! ;,TI'-!-I ;',I , FITTINGS IN ,TAU.F.E) IN PCJLY'VINYT, CHI.ORILIF FIPE I1AI_I (Y)NFC R A 1,) fT'If- n+ i ! ARE INSTALLED POLYVINYL CHLORIDE PIPE SHALE_ BE A MAYIMUM OF 20 IFE.T IJ tI HrTH AND I ,Ph d t I ItI: t Ti Tt T AL J ELUDES pEPAP \AEN APPROVED FOU (i I } � - 1 - MATERIAL SHALL MEET 0R EXCEED THE REQUIREMENTS OF ASIM III :IGNATION 1784, I "t 1, t'F f 9,, r e t ? 1. f C 1 f 1 f f l .. AI ALL WYES, FITTING,?, LATERALS AND t,AANH01_E COl1PLIN,. .}f1At-L. RF MA.l1 r AI I JR.J f f THE PORE SHALL BE GREEN IN COLOR AND LABELED "','`ZANI IARY SF WET''". JOINT .SEAL`; IN PC)I YVLN'Yi. CHLORIDE PIF'F AND FITTINGS SH'i f IM,tl'L_V i^lI1I1 A`;Jne TF`;I1NG MUST BE PERFORMED IN THE PRE`;ENCE Or ST, LUCIE COUNTY RE_f'RE'SEN I ATIVF AND lit!- EhllINIF IiF-. IN'SPECIRiN SHALL BE BY USE OF A SFLF CONTAINED TEI EVISIOhJ }FM AFJD I.AMLJ I'Ir, !F( / r r Icp,,L!rF- WrliJ 5 ryc COUNi'T UTILITY STANDARDS. FXFILTRAIION OR INFII.TRA"IION TESTS 'i91_T BE, REQUIRED ON ALL PIPF, AS t)ETERMINFD R) LJ iiL1 T I of r, frdFN'1 r r")fJr11"I n- a `t r ( f,h tl ACCEPTARLF LEAKAGE IESI'S WILL NOT FXCFF_U 50 GALL Ot rINLi f)I rF /t)Ar T4JLF E F INSTAL.LATIDN , INSTALI_AiION OF GRAVITY SEWERS SHALL HE CONTROLLED BY U,F OI A ! A FR TO MAIr T+IN rPOPFF Caf•AOE PIPE MUSTBE LAID IN A 1REN04 FREE. OF ",TONES', ROCKS, OR pII1s F; DELF !rP10f_IS fAAfrPlAlS i" A ITF!"111 OF P" P(LOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE TAMPED IN 12" Of IS Ur I'1 JHC SItRf:,1.E III AC11I `:'F :1 ffl ir.1 J;i)Mf^Ar;aIr,1N DF 95% OF THE MAXIMUM DRY DENSITY. DEhJSITY TESTS "'11ALL TIE: F`Fd rF1F_ Hn(VTnI. ( G:, ,t.111M t ,', It I,IFf?bn, , -- .At.[ PIPE TO BF INSI.AI.I..FI) WRH A MINIMUM (7R0UNU ( n'! P Of rl PROPOSED GRAVITY SFWFR FROM 10 DIA LENGTH VELOCITY' MANHOI E MA,NHOL.F (INCH) (F T) (FPS) TIFF S-.1 S-2 8 44 <1 A.STM D 3034 50P35 S-2 S_ .3 8 162 <1 A51M 0 init SORit; S .3 5 4 R 76 l Wm n r!n1A rrz . MANHOLES; - 48" DIAMETER PRECAST CONCRETE MANHOLES, CONFORM TO AS1M (;T7B, (ALAS', II ACM PFSr,1ANr. 10,00 PSI CFMFTliltD 101MI SECTIONS CRS >L811A11B S FALFAP wi BUTYL1 RURRER SEAL ALIT ANT) (.*f)TTFD WITH UFNSF (.F'AEI'JT HOR11i f XIF PIOP CHAT.! Ur_ FRAMES/GRATFS - GREY CAST IRON TRAFFIC "t-IFAV'r DIIT'r" - Ni A48. CLASS 30 r('%ri"?'; 'If!, RF MARVrf) 'SANIIAP'l f.Wf:".. r 1 c r SEWER RAIN. -A 1RD5 A,RE REQUIRED (FO_ RO � r RF('0) NOTE: 1. ALL JOINTS SHALL BE RUBBER GASKFIED AND SHALL BE SEAIIETI 5Y ITS OWN C' t'! d I � 'I r:; ") 2 A JI C f . 1A 1; ( N S A ., MR I. FLED VIA SFWF M t I 2 Al S't NCE IN DRF'1tU .tl I_I BE A L.S : 1 .4 MAXIMUM FLOW FOR THE ENTIRE PRUJFC'T AT RUILD-OUT IS 84 5 CPM (FLAK HOOP). THIS FOES NOr (".0 THE SIJf h)F 7111 SEWER OR (ORRFSPOhIOING SLOPF HASFO ON APPK)PPIATT .'FltI'FlItFi RATFIF.R, MINIMUM cir':,F'r_ AIJP sIZF CPIIFPIk, AS (,'OVFRh1f!:O R'Y LOCAL. 11 W I TI'. L -- - 100 }R /W ._. -wmm - a 1 fY a' 4" Ewl^>t rvMr _ _ '* - ,EL RED t'Rf ()F:TECTOP , ;.' r ::_. rf I I At: _ : , - ,i !t,QR. IH'. _ _ Ij.. 24�. __� �•. ';I iL r)R ._.F1.4R PFTAII � !1 I1 .Lit r WAi:.,k N deJ!J.. _. �.. .. _....--.__. _ _._ 9.0 -. ` 8' I C C1 (1.0 •"') F (i 'd Pf NUF --1—__ _ /..:� o '.AfF ;ALbF IRUC"I aft IIANICALl, ', -`__: _-`. •.✓ 1 -_.. - r-J.O tf I � - r.A nr n ,,r r } 1 u ) E11_, 7 �7 f l I 1 .ICI . � A SILK; IN.,.. A C .r. ,. H,WffI cl rr 00-.. ... ' `Etl T'I'; III" ACT• 1 ff`. F WAIF !? 'AAl IJ i,. 1 I II r I t1 ( ", _: 1 d 'T 4 T R Ti<` }F i T ATs "ANC F , Tlil'� ff a M„Y FITTINGS .. SN 1 A5 (1iWJ t1NLFS T 1.D YAr V.M7 iP' 1 1. t or EkfS1iMC' £ 1 1 A' MAIN 5 1 N1 HAVE M ( 1 FUJ (J 9JAFH. ANn s. rA P 4 i �' l ,f I Wl lilt rI I11N f If t I IT �lalll" f?.O _..vilmITAIW'n11RIt O L.,... !I,i €OM; T1f PAVFME'NT rAvEE' Stt(,IIrRFI N,I._.._... __. __.._. f. g r, IF*1. 1 .1) 1 F N ) JrfJS_sY DARE; 3U ( .ES: ( .: llIP r qN 4'c.)<',_ FIFE i T iN Tni! r 1SIt9r ..tNSVtnT,9gg_ - t __ -. _... -- _ r , r. I f i,. I N f "RW RY AF I (n _(f AF. C ,u I r r I I. f ! I I 1 AT n l u 0.f q u R r . M A..E(' h ) (1 MA/!Jf. r;r ('I WIN Nr,A flroNl , iP 'f . tr MAX. INST/aI. MASONAR'r Cif: _ - FXItiI ;1 AVIT, 4f.W F' air __. '- r.,,...,, 4.41,�.11.�tJI(V CFAI, rn Y(� ..:'... IT i 1 , ( � f- Vt�AlE.R MAIN POPE / .JACK PROF I E _WATEIPa`,,4A�IINS . PIPE, MATERIALS DUCTILE IRON PIPE SHALL_ BF BELL AND SPIG01 CAST IN a: OPDANCF W91III A W.`•^,`.A. °F FC•f ICATI')N "I "''O/A:21,5) -')I ON MINIMUM TFNSILE STPFSS OF 60 KSI, YIELD S11"i '.N 42 1(';1, AND !ISING A H(NIMLR,L PRF^ :I IRE; CL,.A ,S 350, AND A LAYING CONDITION "TYPE ^" ALL PIPE SHAIL RE r;IV'FN A MIiNIM11i FACIN"I FT rT)Pn';TA n1" ll+=T O1 )00 P5;1, LINING AND COATING (DUCTILE IRON PIPE), LINING' CEMENT MLOPTAR LINED AND SEAL. COA EEO PT A-W.W.A. ('104 (All A?I •1 R°). -- COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM TEICKNEr3S OF MINIMUM Uf. (1) !XI - RF.rAIP:. WHFPF' COATING HAS BEEN DAMA(;ED, I'[ M,n)S'I' RF ('I_FANFr) Allf) PFC0kIf P Tit A n1lFiln?I,1M FIF 1 MIl_ IlR_, - PnLYVINYI. CHLORIDE PRESSURE PIPE SHALL. CONFORM TO fl-JE LATE_>T AWWA STANDARD; Can(> .AND ASfM D179r1 AND 52211, LATE ST REVISI t . Fii PRESSURE PIPE SHALL BF: MADE, FRf)M CLASS 12454- A SIP, CI. A-,; 124T14--R MA TFF?IAL. At+10 (:'ONi r'H-'nd WJTF1 THE OUTSIDE DIAMETER OF CAST IRON PIPIT. WJTI'i A MINIMIN WAIF THIr,KJQFS` C1F f'Rln PVC PIPE SFIAI_L RF BLUE IN COLOR WITH "WATER MAIN" LABFL.FO ON TILE OPT. ALI. PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ACTM D2241, D1764, DIRE,% ANT) f477. PIPE SIIAL1 IEAVP A WORKING PRErc;F^II SA -'I F Cit: LJV PAT PP,ESS!JRF. PIPE ',HALL BE UP21 t.rfft HAI T. HAVE OF 2C)0 PSI AND SHALL BE DESIGN6T) NTH A 2:1 � FF..I A .R .. EP, RATED PIPE SHALE, AP TFF li I.ARF'I_ FOR 'WATER POIANF PIE[. A('r'FPT•AF71f ,1:,.11t t,, Iii-j '.., STEEL PIPE OUTSIDE DIMENSIONS. PIKE � ALL. FiF I. •)-M RING-TITE OR APPROVED EQUAL. POLYETHYLENE TURING SHALL BE COPPFR TUBE S17E FOR USE WJ Ili STAIN' F �"; STEEL. LINEPR AND COMPRESSION MANUFACTURERS TTINGS. THE I'!h SFTAWWA C , PIP 9DIE (f SHALL !N ARc'(fWi S17F,NAMEORSTUBOLWORKING PPf r;,11RNSF APPROVAL, SIriflr'AflrtFAIrQ PPf"l(lIf CnDF. .JOINTS - JOINTS FOR PRESSURE PIPE SHALL BF BELL AND SPIGOT PLISFI-ON RUBBER GASKET TYPF OTll.Y. it) ,%ffrTPrIAi WITH A W, W. A, C-111.(ANSI 21.11-85). NO SOLVENT Wn.D OR 'THRFAUFr) JOINIS WILL RE PERLITITED FITTINGS A1.1 FFrTLNGS SHALL. BE DUCTILE IRON MECHANICAL ,JOINT AND SHALL CONFORM -T0 AWWA SPF0F'ICATI(NJ5 r'110 (ANS121.10-87) OR LATEST Rf:VISION FITTINGS SHAH BF.. CF'MC(NT MORTAR LINED AND SEAT COAIFD IN ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4--85), OR LATEST PF`FlSION. ALL AROVE. GROUND FITTINGS -TIAlt PF I ,?WED J04,11, !!! ACCOPI'i WITH ANSI SPFC'IFICAIION 816.1 FOR CLASS 1,7.5 FLANOES, 801 IS SHALL Ct_lIIPI Y WITH Ali'-' I, " nny R18.2. JOINT RESTRAINT SHALL BE RY NAPPCO C-'1300, EBBA 0", 1100 AND 1500 RESTRAINER, OR APPROV(1) F:QUAL_ IN Ai l;OROANGF WITH RESTRAINING SCHEDULE ON THIS SHEET, BUILT WITH A MI4IIMUM OF 60 IF OF RESTPAINFD PIPF ON FACH $IDF. Cr A fAI.VF OR JCNNT, NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL RE :ACCEPTED. THE CO;T FOR TNSTAU_ATJr1N (IF MECHANICAL.. RESTRAINT M1704ANISMS SHALL RE INCUT)F.D IN THE BID ITEM FOR INSTAL! ATION 'u 'III C WATER MAIN. `'/A.1. VES ALL BURIED VALVES SHALL BE RESILIENT SEATED GATT VALVES WITH CAST IRON BODY, BRON7f:-Mf)UNTED• RESIIFNT SF.ATFG, NON --RISING STFM TYPF FITTFII WITH "O-RFNG" `iEAL!S. VAI_VFS-f4ALI. RIF MECHANICAL .1011,17. AWV'WA C• reQ!) FIRE HYDRANTS a SHALL BE TRAFFIC TYPE., 5 1/4" VALVE OPEN94C AND MANUFACTURED BY MUFI.LER r0lw Ji', A421, CIOW lif DAL1.lON, OP AMERIC,AN DARLING B-Ii UOMPLY iNG WITH AWWA. STANDARD C",02. - SHALL HAVE 6" MECHANICAL. JOINT ENDS NTH HARNESSING LLJGa_ 2 -2 1/2" 110SE 1,1077LFI� AN(I 1 11 1/ 2" PUMPER N07,.e"Lr (NATIONAL. ST;ANDARn HOSE D REA.DS), WITH CAPS' ATTACHFD WFIH CHAINS. MARKING - CONTINUOUS TRACE WIPE (10 GA THWN) LS REQUIRED. TO RE IN':TALLFA "III ALI. PIPF, SEE OFTAff M--15 INSTALLATION WATER R MAINS 5 LlBE INSTALLED IN ACCORDANCE WITH AFP�. A.W.W.A>N1 R, (60.1 MITI A.W.W.A. M M2 3 : S p UR.. AN THE MANUFACTURERS RFCOMM .COED PROCEDURES. . ANDE -- WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM ,CW'FRS, FORCE MAINS, OR RFCLAIMED WATER LINES WITH A MITIIM1LIM OF 18" VERTICAL. SEPARATION, OR CnNSIRUCT DUCTILE IRON PIPE' AT THE CROSSING SUCH IIIA1 ALL PIPE )OWTS ARE EQUAL C , } r' ! T } K I` 11 , At I NA 1\. r .Ori F, TT' fN .f. r ( S 1 rFN ANY I ? :..Ih T t E 4T (' NTH N . L .,. THAN 10 FEET V f TW _ N VJ(J DISTANCE FROM M 1TTE .R05SINC J� E R E (. ro ) AS PER D PAIL THIS SHEET. r r r a - WATER MAIN SHALL BE LOCATED AT !_EAST 10--FEET HORFT_0N1ALf.Y FR(1M AI..L ShhJILAR'f SFWFRc, ,TOM ?EWfi..,, I nRCF MAT'.., AND RECLAIMED INFO R ' L WATER MAINS, N C A T 'r. n,F t-FR BT f J ) ONLY TFF . _ A. (..N 1. _ r' I. ,AN NOT OF 0. A EC C IL WHEN THE MINIMUM HORIZONTAL AND VERTICAL CI.,EARANCES HEREIN SPF.IEEfJ C C , SOLUTIONS ACCORDING TO TIFF "RFCOMMENOED STANDARDS FOR WATER WORKS" (tA'IT'+T RE\A ION) SJAL.L PF Ll"l c I •, RFC F �F 1' F , _ W Li. .. O' U, iFRIA fu 4 U_P H O C _LJ F PIPE MUST Bf, LAID IN A TRF:Fd4'H FREE OF STONES, ROCKS 4R OTHER f3ELETERIO MA BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS 1TNIFORM BEDDING. BACKFILL Shall, f3E ,TAMPED IN 6" . - _L I'TS TO ApFQUATEI_Y PROTECT AND SUPPORT THE PIPE. RE E F(F THE 1RFNtI� Dk7AiLS T IJ THE rAI TR (il NPra 73, -- WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND CDVER AND 47" BELOW PC)Af) FIRISII IIii r' i PAPKiJFi LOTS IN ACCORDANCE WIT14 DFTAJL.S AND SRrCinCATICINS JFJ THF,SE PLANS, METER BOXES METER BOXES SHALL BE "HIGH DENSITY POLiETi YL.FNF BODY AND COVFR WITH A CA'�t IPON ti I'(•' TESTING G _ HYDROSTATICST TICPRCSSURE AND LEAKAGE TESfC SHALL aF PFRr(RbLr.D IN AC!ORD aNr F. WITH A w w A. r MANUAL. t423. CONTRACTOR SHALL FURNISH .ALL GAUGES, MF1ER,, PRESSURE Pl1N1:f ^^Jn nnt n r'.' THE LINE 'THF ENGINEER SHALL BE PRESENT FOR AI..L PEOI.JIRFI' TESTING AND Fit; DISINFECTING ALL POTABLE: WATER LINES SHALL BE DISINFECTED IN ACCORi)nNCE VAT14 3F(.TJON *, . PECIFIGAIIONSAUGUST 7000AND .A.W,W.A. STANDAPO C651 Ali(' '' 1 R1 fl F a^ 455 }4'` BAC f•S SITALI, RE COMPLEIED BY ST. I UCIE COUNTY I Y' h I I : I I� i I k �I I I I 1 I I 1 I I II 1 f� r„ to , 1� „ h` a ; a s .'� r l �I I