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Choebe 40823 - 40826 (2)
Sim. ff TEBBINS & SCOTT ARCHITECTS, P.A. 101 SUNRISE BOULEVARD FORT PIERCE, FLORIDA 33450 (305) 464-3122 ADDENDUM NO. 1 CHOEBE II MOTEL MAY 13, 1986 This Addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid as part of the Contract Documents. (Items #1 through #13 respond to comments by the St. Lucie County - Fort Pierce Fire Prevention Bureau - comments enclosed as Enclosure #1.)_ ITEM #1 KITCHEN EQUIPMENJ There are no kitchens equipped with appliances capable of producing grease laden vapors. - ITEM #2 FIRE EXTINGUISHERS Provide and install 40 BC portable fire extinguishers at each kitchen. ITEM #3 INTERIOR DOORS All doors that serve Meeting Room #101 shall swing out in the direction of travel. ITEM #4 RATED DOORS Doors from Laundry to Office, Maintenance and Toilet shall be 1-j-hour fire - rated. ITEM #5 SPRINKLERS The Laundry Room and Laundry Chute shall be protected with automatic sprinklers. See Enclosure #2 to this Change Order. Hand hose shall be provided by the Owner. ITEM #6 LAUNDRY CHUTE Laundry Chute shall meet the requirements of NFPA #82, 4-5.1.1. ITEM #7 ATTIC ACCESS Attic Access shall be installed for each hidden space. ITEM #8 DRAFTSTOP WALLS Draftstop walls in attic shall be labeled as noted on Sheets A-17 Of 18 and A-18-, of 18. .1 �sT' �AWR Z��� rs �oa, 1q�r"�"v;ahq� R�v1S)ov1S Choebe II Motel Addendum No. 2 ITEM #9 ATTIC ACCESS DOORS Attic Access Doors ahll be 1-hour rated assembly in 1-hour rated ceiling. ITEM #10 ELECTRICAL OUTLETS Electrical outlets shall be installed in accordance with detail B-10 on Sheet A-10 of 18. ITEM #11 SMOKE DETECTORS Smoke Detectors as shown meet State of Florida Code and the Fire Prevention Bureau has removed this item from their.list. ITEM #12 SHEET E-1 - FIRE ALARM See enclosed Drawing E-1 revised 05/01/86 for additional fire alarm pull stations and horns. ITEM #13 POOL EQUIPMENT BUILDING Electrical at Pool Equipment Building shall conform with NFPA #7, 300-6, 110-3 (a) and (b) and 680 (Pool Rooms). ITEM #14 PIPING Add 1/2" cold water and 2" waster line up to second floor vending machine area. (See Enclosure #3.) ITEM #15 SB LIGHT FIXTURES Add two (2) type SB light fixtures at pool (See Enclosure #4.) ITEM #16 SHEET E-1 - FIXTURES See enclosed Drawing E-1 revised 05/01/86 for the deletion of walkway and lights at the east end of the building and the addition of flow and tamper switch at laundry. ITEM #17 SHEET E-2 See enclosed Drawing E-2 revised 05/01/86 for the deletion of walkway and lights at the south end of the building and the revision of the north walk- way lighting. ITEM #I18 SHEET E-3 See e„tlosed Drawing E-3 revised 05/01/86 for the deletion of walkway and light§ at east end of the building and the addition of Port Cochere Lights. Choebe II Motel Addendum No. 1 ITEM #19 SHEET E-4 See enclosed Drawing E-4 revised 05/01/86 for the deletion of walkway and lights at the south end of the building, the providing of vending machine power and the addition of the Type "L" fixture to the schedule. STEBBINS-& SCOTT, ARCHITECTS, P.A. 2101 SUNRISE BLVD. FORT PIERCE, FL 33450 (305) 464-3122 - 3 - 1'__� En�Q # I •A ; 1;. BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE FORT PIERCE, FLORIDA TELEPHONE 465-6655 PREVENTION BUREAU PLAN NUMBER #1339 Bldg. 1-2-3 DATE RECEIVED 3/17/86 CONTRACTOR: Tuttle Building Contractors, Inc. PHONE NUMBER: ARCHITECT: Stebbins & Scott PHONE NUMBER: OWNER: Chobee Rd. Partnership (Chobee Two Limited) LOCATION: 6625 Darter Ct. TYPE OF OCCUPANCY: Residential TYPE OF CONSTRUCTION: 0 SIZE OF BUILDING: Total 38,000 sq. ft. NUMBER OF FLOORS: 2 REQUIREMENTS: TO COUNTY BUILDING OFFICIAL Buildinqs C=1, C-2 and C-3: 1. Any kitchen in above mention building equipped with appliances capable of producing grease laden vapors shall be equipped with'a mechanical hood and suppressgaT112 '��y_em according to 1 be eouiDoed with a 40BCi15-0lxafilik foe d - inqUirah _pA7QW 50 ft. of 50 oeoDle sfOhl� o E in direction of exit travel when terminal rooms shall be protected by approved automatic or self -closing 1 1/2 hour fire doors suitable for Class "S" openings. 5. NFPA #82._4=4.2: The room or area into which a chute or linen handling system discharges shall be Drotectid with automatic sprinklers. 4-3.2 Hand hose of adequate length to. reach all oortiDRS of the room shall be provided. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED � DATE 3 / SIGNATURE l -PvtCC::f I BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER #1339-Bldg 1-2-3 DATE RECEIVED CONTRACTOR: Tuttle Building Contractors Inc PHONE NUMBER: ARCHITECT: Stebbins & Scott PHONE NUMBER: OWNER: Chobee Rd. Partnership (Chobee Two Limited) LOCATION: 6625 Darter Ct. TYPE OF OCCUPANCY: Residential TYPE OF CONSTRUCTION: v SIZE OF BUILDING:- Total 38,000 sg ft. NUMBER OF FLOORS: REQUIREMENTS: TQ COUNTY BUILDING nFFICIAL _6. NFPA #82 4-5 1 1. All service n ning into a linen chute shall be provided with a gasket,self_clg.sing, positive latrhino {rame�pd fire door assembly approved for Cla'c "L opening and having - rating of not lecc than on (1) hour The door frame shall he firmly- built intn the chute and the design and inct 11 tion shall be such that nn nart of the frame nr door will project intn the chute A key shall be required to 7 nttir arre'c 'hall he installed fur each hidden apace_ -,8—.All firs rated walls shall hP labeled a' ci h in all hidd n paces according to t R r C-Z02.1_and S F P r 11 08 a R h — -- — +T P rel I n one l hour rated - ding. `10. Electrical outlets shall not be allowed back to back in fire rated tenant walls. 11. Sake detectors shall be wired as to show alarm at control �O room, panel as to building, floor 112 Pull stations not shown on page E-1 for first floor building CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 1 & 2. 24 HOUR NOTICE REQUIRED REVIEWgg BY.. ON ALL INSP `— EC71pNS SiCNa7uRE DATE IF-KcQ *' I m BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER DATE RECEIVED CONTRACTOR: Tuttle Building Contractors PHONE NUMBER: ARCHITECT: Stebbins & Scott PHONE NUMBER: OWNER:—_Chobee Two (Pnnl Hmiccl LOCATION: 6625 Darter Ct TYPE OF OCCUPANCY: Storage TYPE OF CONSTRUCTION: SIZE OF BUILDING:412 c . ft. NUMBER OF FLOORS: - REQUIREMENTS: — —TO CMINTY FUM nTNr. nCCTrTAI CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE RE REVIEWED QUIRED ON ALL INSPECTIONS JGNATURE DATE L_ — --I I%2`1GAti IN VO1JTt5v 6,Ll Vw IJNv5F?, GONT�NVPt"fI�N�__� - I I I I uNP� �DOi�� 14 N I d�� ► i I r ,tv I NI 'Dowd Ta u �, ,, SW�i i + 1I/4 HWPI G4t�1NET YJITN a IGr2 T , 4"h.�- up fKewc,H vu�r _r LAUNVZY e,HUTK w. M. 04-0°)' m 0. IN GIiAS�-� p1.AN 5�� r���AIL otJ V P a AD C Ty 1 _ JNDRY I e1w sr -a s i �i 1 VENT, T IuTo n ' S=3 v� T �TaCk 1/ w 2 W. sT ov fVA. 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LAUWE�Y e,NU1K- LAUNDRY uP To 2ND I�i.U� rZ • S i t5 OFFICE MEETING ROOM TYPICAL ROOM PLANS - scale: 1/4": V-0" 10 3'}VTk" Up INC14.Az, r-@ �I(�HT 3" 2"vf1z l v�y�rz wq 11�IzU �o� 5GE A/G 1�wh�. 5�F_ V%&. p- I row- /otJ -rl Nu�TIo1J I y2 <�AS- �"SS INN 3" vTR uP \ R13 LINEN ROOM 1114' H.w K 11/2 R.W•(1400r) 2"N•W 2 ve G.W. r 14 RIvs. puMP A4 rl,uk5 r'IrINv- 4,i5A A16 SAW I tJ/ s (-({pl `A.I,) I 5�� QUAb PLAN oN pWG. P-4 { DOUBLE -DOUBLE ROOM N3U1986 BARRIER -FREE ROOM b r a b h a m 305-832_5579 DQU debay and associates consulting engineers 2725 n. australian avenue o w _o OL N 0 pa c/1 N V d W w F- Z=o V� m Mm N CC Q N Ze W �a N � N Q � (rl N '00- .j W F— O o >fl 0 0 low J II.. J Y O z 0 �f U �j• W_ V J W � ui Q V SHEET NUMBER P-5 Of 0 west palm beach. florida 33407 ...,. r .... ... .r n 2ni&a'�a`i mind�ln. '., ..4n B. n _�'a°.1'i Fn�9WMIW'3. �.� .�: .>....rw.. ,.. .. .. »........ .. .. a . l .. .v r e. w...✓.a. , ......iL C.xm'v r.'.:.. sa a -�'. .tu`d;.�. ON OkE, EACH EMERGENCY F ON EMERGE IT r' SO `BATTERY 1 �R ON CENTER - OF EACH FIXTURE) aTIXTURE"�- SINGLE L L , INC . 'OR HID FIXTURE — ETCH INDICATE III EMERGENCY CIRCUIT,. EXITS RE —DIRECTION A SAS IND{CAT EO ti LIGHT fi„TYPE. HEDUL $ r TOGGLE - SPST, TED(� $2 ^� t TOGGLE SWITCH- OPST,- UP 44" 00 AS NOTED , +4� y °�rtM1 ' -$3 TOGGLE SWITCH- 3 WAY,- UP 44" OR AS NOTED i TOGGLE SWITCH- 4 WAY,- UP 44" OR AS NOTED `kh , / v, T asr ► TOGGLE SWITCH- W/RED PILOT LIGHT INDICATING SWITCH "ON" -UP 44" TOGGLE SWITCH- MANUAL MOTOR RATED WITH THERMAL,,. • TOGGLE SWITCH- SPST,- KEY OPERATED, d TOGGLE SWITCH- W/DIMMER CONTROL- 1#44`&R ABtR 4 SINGLE RECEPTACLE - 120 V.- UP 12" OR AS NOTED i ,uya -E)+D SINGLE RECEPTACLE- 120 V.-UP i2"OR AS NOTED - DE DICA DUPLEX RECEPTACLE- 120 V.-UP 12"OR AS NOTED 2 a-"ag• .D.y DUPLEX RECEPTACLE- t20 V.- TOP HALF SWITCHED - UP 12' hys g�"s'' r'T t �+ 0 SPECIAL PURPOSE OUTLET -NEMA TYPE SHOWN (MATCH EOUI FLOOR OUTLET- FLUSH W/SINGLE RECEPTACLE 15A, 120V. > T z�a 4&D FLOOR OUTLET- FLUSH ri/SINGLE RECEPTACLE lS.A, 120 V -DEG! FLOOR OUTLET -.SURFACE W/DUPLEX RECEPTACLE IS A, 120 V. c CLOCK MANOR RECEPTACLE- UP 0-0" OR AS NOTED THERMOS _£ FURNISHED BY MECHANICAL CONTRACTOR w r (� FYI' TELCVISL EM WALL OUTLET- MO x pad RPHOME WALL OR FLOOR OUTLET OU rORAS TY SWITCH(3)NO. POLES, (30)F Y _" MAGNETIC MOTOR STARTER OR ELECTRIC MOTOR — SIZE AS SHOWN PUSHBUTT .iES) ;..� ELECTRIC .*",)/OR APPLIANCE PANELSOARD 3. 5 ELECTRIC NT -DESIGNATED AS SHOWN CONDUIT RUN CONCEALED IN FLOOR, WALL OR CEILING . --V— CONDUIT RUN CONCEALED IN FLOOR OR UNDERGROUND r I > ' 4 --- CO ALLEL TO BUILDING LINE ` • .a}", INDICATE• OF 7 r '1`wa.a T.ST 3a � I 6 • t' el¢e$h�, III ,�� s4� • .9 � k4 . tr ��,� a 0A it (: 3i a� m NggYw 3t T y q,,,qN i look, _ � r• , • \ice .:: rA OFFICE �I. II MEETING ROOM 101 `IRS 102 ME � IWl r -( 1_ —( LJ.J, 1 307 1 305 304 �fl Y BLDG. 1 & BLDG.- ELECTRICAL k 108 r � rvV ,pyre . T Q r M� 109 t� o �y 4 9 . A] ET MIN 503 SECOND FLOOR PLAN BLDG. 1 & BLDG. 2 - ELECTRICAL- i scale: 1 /8" : V-0" t rb r a b h a m 305 832 5579 � debay G�JV and associates consulting engineers 2125 n. australian avenue west palm beach, Florido 33401 SHE E ET1 NUMBER E-3 OF R 11 9I�" I M T YPE A TU I F t r A t � i u� 1, 7 C d x sa TD qv b IiY ��I II t a4? r, ,I � of ors t t i } h t X� f 41' r s�, h ?v i 'y: r11 Sir v t 4 III I ' N 1 ,M 1 t' i II 1. i L -y�+•� I I I I 5 J m Y , f �5 SECOND FLOOR PLAN BLDG. 3 - : TR1CAL a ❑ — O K ul J PI O O a Va W � o U 2 = o V m m � W N N K � QZ" W � C N N �O O M N ac- t4 r p K a O -O K N � O O J � W uj d Z= M_ V W M OC W Q z, Zd W N N _Q am - tl �� .r Aw I AT 1- ff I is L+ i n i 1 j pus I` I I ITILL wr I, I I I [ r a � �. i I I j 'I r' s: ILL L „ MAIN ELEG" FG11'` r scale 1/2' 1 -O_ I . MDSB P bn PA PANEL Pl—C PANEL P2—A PANEL P2—B.`? PANEL P2—C PANEL P3—A PANEL P3—B PANEL P3—C PANEL AC — PANEL AC>>; PANEL AC — PANEL AC-2A PANEL AC-2B PANEL AC-3A PANEL AC— J13 PANEL OP¢ 1 r y m m ❑ oc Z ROW a A 6- 6 , 1 , k3�.r1 ,4 A B 16 C 18 1012� A 20 — B 22 30,1, C 24 A 26 B 28 C 30 30/2 A 32 It 34 1, A; 7 ♦ ■ k„ . 9 11 I C 10 12 20/1 13 A 14 20/1 15 R 16 20/1 17 C 18 2011 I= 19 ♦ 20 ZD/1 LICS 21 8 22 2011 LIDS 23 C 24 20/1 L7IY 25 A 26 7.411 Lug 7I Bus Is I phase, 4 vita ! Panel Capacity: 42 t _ 1 Refer to spe,ifiutims for cabinet n,.Ive Moe ..P I. Holt as Brutal Amps: 98 Bms A. 92 Ew B, 18 2D 22 24 PAVIRLBY♦ea 9Ca a 11e L■AC - IC ps_ A B C AD__ amRo leaBV 18___ 60�f 206 3072 1 A 2 30/2 18 18 18 18 18 ROOK 207 3 B 4 3012 5 C 6 3012 i8 ° 18 I'a 18 18 18 ROW 208 -- 7 A 8 3012 9 B 10 30/2 ROOK 101 18 18 11 C 11 2 p 18 18 RODH 209 3012 13 A 18 18 - -- 15 2 1g 18 210 CA a 3012 17 C } 16 is 1 — 19 A p.� 30/2 21 It .2 OPPICE 18 18 18 TJ2 18 ld IB ; 2 30/2 18 to 18 18 8 8 18.. �a. 3012 13I. 0 y1,, I6 IB"Y. III Y , Bus A. 2so Ems E, LED Stir: "e lit �,.1 I I t-1 ".I phase, 4 1 okers Ise ELROARD BCB B DOL ti a: PI -8 'r WAD �_—__— -- - v" Zell 1 ♦ 2 Zell AECEPfA2,E9 6 3 B 4 20/I RECEPTAXII 6 t 6 3 Zell 5 C 6 20/1 RECEPTACLES 6 ,LfS 20/1 7 A 8 ZO(1 RECEPTACLES 6 6 :..15 20/1 9 B 10 20/1 RECEPTACLES 6 6 1 ''3 i0/1 11 C 12 20/1 RECEPIACLII 6 1 '3 20/1 13 ♦ 14 20/1 RECEPTACLES 6 6 RRCEPI 'S' 2011 15 B 16 Zell RECEPTACLES 6 ✓. 6 RSCa,,... S 20/1 17 C i8 2011 RECEPTACLES 6 SECEr,„c..t5 2011 19 A 20 20/1 RECEPTACLES 6 6 ksaPi l EBB 20/1 21 B 22 20/1 RECEPTACLES 6 6 BECEPIAOA'{, ID/1 23 C 24 2011 god VIA A" LTG " 6 RE1 25 A 26 2011 Tied na ROW LTG 9 ' 6 BEC2PfACLBE': i 27 B 28 Will god FLR ROW LTG 9 y' 6 EE".EPIACLAB>: 29 C 30 ZDA tad ffi WINK LTG 6 %1 31 A 32 20/1 21i Al ROW L`➢0 9 6 83/1 33 b 3A 2011 god PLR ROW LTG 9 rs 6 ; Zell 35 C 16 2011 tad VIA ROW LTG 6 e' aRl1 37 A 38 'SPARE 1 39 b 40 SPARE Iiiills x 41 yl Total Amp.: 84 Bus A, 84 Bus B, 77 Bus C Connected AEA: 29.4. I Rated voltage: 120120E 3 Pbase, 4 it. R�!l1, 40gp1Lyl 42 Poles 1 . si Rated sops of bus: 100 f neutral bus 1 Copper Bus, Bus pars 1 _ Pala lug L 1 _ I I y at Dbmr Handle 1 Breakers list 7 ri.yr F p u u IY t+, r a2 "'.0 fi 2 il)1 Las a. l 3vab. P1■HER OAlO eCBRir. ; PATIO, P3 - I � zr —_—Cmi EYSAKM — LOAD —__ asps/ante, B U ..6 S 20/1 1 A 2 20/I 3 B 4 2011 5 " 20/1 5 C 6 20/I '...A REELS - �: 2D/1 7 A 8 20/1 5 6 PETS 20/1 9 B 10 Will 3 " 6 20/1 it C 12 2D/i ,` ' 6 RE2 20/1 13 A 14 20/1 i 6 6 20/1 15 B 16 20/1 6 eECE �i:. ZD/1 17 C 18 20/1 6 RE ' 2011 19 A 20 20/1 RE y SD/1 21 B 22 20/1 6 20/1 23 C 24 ZD/1 Imm" 6PARR ' 2011 25 A 26 20/1 RE Zell 27 E 28 20/1 L7Gb C r7 `2011 29 C 30 20/1 LTGS ,rt x 20/1 31 A 32 20/1 I= z 7-. 2011 33 B 34 20/1 LT90 ' 20/l 35 C 36 Zell 8 t 20/1 37 A 38 20/1 m e. 2011 39 B 40 Will 20� 41 C 42 2011 SPARE —___— d _ Total Ew A, 66 Bus B. 57 Bus C Connected LEA: 22.32 6' :Rated voltage: 120/208 3 phase, 4 wire I Panel Caspscsty: 42 2 :Rated sop, of We: 100 I Ref at to F s �� 1" Pull neutral bus I Copper Bw Bars !1 Irealmra 1- -.Go Bus Main 1.5 only,. I NIL 8 3 ➢ 4 is S L 4 3 18 18 Ie 18 R 18 LB 6 ACLq` 20/1 6 Cii A , .� 2D/1 - 6 PTACLFE 211 6 REaPTACLES 6 RECEPTACLES ;a19 A 6 RECEPTACLES 6 RECEPTACLES 6 6 RRElP�TAkS 6 RECEPTACLES 6 RECEPTACLES 6 ACLES 6 AGES 20/1 6 CLES Zell calla:. 6 BE 1011 Ar 96 Bus B, 90 BuA PARRLSOARD SCHRDD aln-Ir ,' C 4 3 RDQI 514 3 ROW 515 J R" 516 3 BOON 517 3 ROW 518 3 ROOM, ROW 3 RWH 3 ROW 3 ROOM 3 Soon 5" 3 ROW 505 3 Room 506 3 ROOM 507 3 ROW 508 ROW SD9 '. 3 8p116;51:0 i2 Bus 8, 36 Bw phase, 4 i,e- a �a 6 6 x 6 PS 6 PI Fli. RFARt •: 0 rucLaDAeD aceRReL'�i ,U. � ALf9AR PANEL JV Ij �, I �♦� .- '. Y' �� I I .a. r U may,, S .,w 1 J 8i 18 18 ' 5 " Y is I8' 5 C � . :. 7 A 8 18 ROOM : 80%2 7 A 9 11 1 RIO � 18 18 Room 503 9 B 10 3112 18 11 * 18 18 11 C 12 -- ROOM 17.: 411 16 18 Rom 504 13 A 14 30/2 18 IS ` 18 38 15 B 16 — 18 ROOM 405 2 17 C - /2 t 18 18 Room 505 30 17 C IS 30/2 19 A 20 ', ` 18 18 -- 19 A 20 __ 18 ROOM 406 ;� 8fl/2. B 22 30/2 16 18 Room 506 30/2 21 B 22 30/2 18. ,21 18 --. 23 C 24 -- ROOM 407 30/2 18 507 30/2 25 A 30/2 18 18 LIIiEN 3012 18 508 27 B, — 30/2 29 A !2 ,3;;« • A 32 --•+ 18 31 4. i B 34 «� 'Il.'' 14, 18 ,509 30/2 33 F 1 J `35 C 37 A 36 38' Y 30/2 38 39 B i i80 Bus B, 11 1 .3 i 4.. �, 1 Rated so.� f Y. ••1': Hain SPARE SPARE SPARE , SP _ 30" OCR C 105 Copperrt Handle L e"»Lsvr�=c 211I1 3 1 a " ., tiQTTACLkS 20f I 5 : RECEPTACLES 217/1 7 6 RECEPTACLES 2011 9 SIOf4a t"z; 9� 6 RECEPTACLES 2011 11 1 RGLII ;6 RECEPTACLES 20/1 13 6 RECEPTACLES Mill 15 P0t92 `. 6 RECEPTACLES 2011 17 38KB4 3.... i RECEPTACLES Zell 19 , 33 1 6 RECEPTACLES 2011 21 3. 6 RECEFACLEE 20/1 23 3-.„. RECEPTACLES 20/1 25 y` 6 RECEPTACLES 20/I 27 6 RECEPTACLES 20/1 29 1 6 RECEPTACLES 20/1 31 , 6 RECEPTACLES 20/1 33 1 6 RECEPTACLES 2011 35 1 6 RECEPTACLES 20/1 37 , 6 ARCAPfACA.PS 20/1 39 1 20 1 4 TOM 6 2aff 8 2011 WORRY 10 2011 iA31RDRY 12 2011 RECEPTA 14 2011 REC'LPM 16 2011 RECEPTA 18 20/1 SPARE 20 20/3 Di 22 24 —_ 26 20/3 28 -- 30 32 20/3 34 A"e PARALROAID ICtl IDOL I A 2 260 LSCBTS 5 b 5 C 6 20/2 POO. W" LIDS 11 'A LIGHTS m11 7 A B'r CLES 6 tin r SPACE 7 A 8 11 6 REFRIGERATOR CLES RBs 9 B 10 SPACE LC6 SITE 11 C 12 21/1 CLES 6 .�; 11 C 12 SPACE i 13 A 14 20(1 Y� C'LES 3 6 H^, 13 ♦ 14 SPACE 6 SITE LIFT 'A81 '4 it". 8 �c4 15 I 16 SPACE 6 '.. 3 17 C 18 SPACE BITE Y L 3 :ya 19 A 20 SPACE ' 6 11 II 22 SPACE 6 SITE L a ' 23 C 24 SPACE 1. 7, 25 A 26 SPACE s: 27 29 31 B C A 28 30 32 SPACE SPACE SPACE 33 B 34 SPACE ��. c' 35 C 36 SPACE Cwtal Al 59 Sue A, 48 Bus B, 39 Bw C Convected � i". 37 ♦ 38 SPACE 39 B 40 SPACE -� $' .SPAM 41 G bz space -- ----- 1� ie--•er — — kYed voltage 1ZD12D8 3 phase. 4 wire Total Amp.: Bus A. Ras 8, Ilse C Connected g9A: 1fled sops of hue: 100 I KSj; ! — `,--------! - — i ---�� �� , I Baled vol [ege'120/208 3 phase, q v::e I Papal CaPauty: 42 Polea Full neutral bus I Copper'- 1 1___ 1 ,.1. 1 Bated soon of We: 225 I Refer to specifications for cabinet mounting, etc. Hain lug only t vI' 1---- ___— 1 I 1 1 Full neutral bus I Copper Bus Bare 1 Bolt in Breakers I I Door I Lockia0:. ; breaker. lac. 10,000 I I Ground Ems I .— ..—_ �___—_--_ t —_ —_ -`-' I pia lug only I ! —__— ___—____-- *tNp e"" 1 1 I Bilged Door I Locking Door Handle I Breakers Iec 10,000 AIC, 9ymnerriral ! a �.� F,� ..� 4rt�1"f £.. �r"a �A 6 � ,iygS •C<:K, 4N ��`6.T. .•4,4x cZ a 1' <S r�"i"yx SHEET NUMBER E-7 OF x ;^ �I y T s IY{ I 4. Q TALLAHAS t sxF� sc srL kls r v � PLANS 5 �1FIC� TION5 F13�„yPfQk s) 1k FS�KsE t1� � 4 n I Y V. v� M1k x, I r k .t= �" q4 t ORLANDO TAMPA BEACH 'Igl'IIIIIII��IIIU� dllif..,ll 22 a "r h Ell •I I t j I�p'M �ddW II - __ ®I�I i�, il."Q',`W Ma art ', kNwnrtc � no __ \ (� ¢� iE00ER PO 9 ArvD .1 elf LP c 'II — eirxoc�,J W p 00o N LOEDW4 o_ a �gVA1 1. LOCATION AND TITLE SHEET 2. BOUPDARY AND TOPOGRAPHIC SURVEY 3. HORIZONTAL CONTROL (ON -SITE) 44, HORIZONTAL CONTROL PLAN (OFF -SITE, WASTEWATER THROUGH AUDUBON ESTATES) WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS/PLAN (OFF -SITE) WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS/PLAN (ON -SITE) .' WASTEWATER COLLECTION SYSTEM/PROFILE (ON CHOEBE PROPERTY) 1a WASTEWATER COLLECTION SYSTEM/PROFILE (THROUGH AUDUBON ESTATES) WATER DISTRIBUTION SYSTEM/PROFILE 10, CONSTRUCTION DETAILS/WATER DISTRIBUTION 11. CONSTRUCTION DETAILS/WASTEWATER COLLECTION 12. GRADING, DRAINAGE AND PAVING PLAN 13. CONSTRUCTION DETAILS/PAVING AND DRAINAGE 14, SUMMARY OF ESTIMATED QUANTITIES 15. SPECIFICATIONS JAN 28 1986 Llndahl, Browning, Ferrari & Hlu 0 1 om, In^ consulting engineers, planners & surveyors Jupiter Stuart Fort Pierce REV. NOV JULY 16.�1985 Of 15 y1 s i � n i 1° x %\I, t%l..1 — ---- ___ — \ ` \ Yl\I\ \ -r-->, \ - •.-.-�-/ -I 1 'ITT"-- I I ML//GL I I 1 BEARINGS SHOWN HEREON REFER TO DATL11 USED BY J.A. KIRBY, REGISTERED LAND SURVEYOR, FOR THE COMPUTED LAYOUT OF THE CHOEBE LTD./URBAN DEVELOPERS PROJECT, SAID DATUM DIFFERS FROM THAT USED BY LINDAHL, BROWNING, FERRARI & HELLSTROM, INC., FOR THE LAYOUC OF THE AUDUBON 1. ESTATES PROJECT. sS� i 7 W 6 u � £ ` BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON PROVIDED BY J. A. KIRBY III, R.L.S., BY A SURVEY DATED SEPT. 97 984. ,... • �„ r u+ - � 'aw hg� �l S 00 005112 11 E 443.50 ' —x x . PHASE ONE BOUNDARY 49 PRAWN BY: R. H. TOPO GRA PH/C 1 -%-86 R.D.H. REVISEp (2ESTAURAMT FOOTPAD-I-LDAL) ZOkIF- cwaosY:T. L.k. 11-6 85 R.DW. CNAAJgED 16 ¢o PACIE /5 DATE: ? - ib- 8 5 SURVEY DATE BY DESCRIPTION REVISION joR No. 84 - 119 20. 5 14.6 13.0 13.3 Iq 9.2 20.2 - 14,1 14.3 21�2 -x x 1�3 g*9 - SOUTH 114 SECT/ON CORNER SEC. 24, TWP. 3 5 RGE. 39 IS*3 M I0*� 0 III LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS i SURVEYORS 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. SOX 727 SUITE 410 SUITE 202 JU►ITER, FLORIDA 33453 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE. I"50' w. No sNEET L of �.. " I I i 4 I CURVE [1 LiA j J I 4A01US Aft 1 lb 0"O'00'" .00 2 a0'00'00" 5;00 7.E3 37fl' 31 ' 44` 20.00 4 109'26'16" 5.00 9,"* 5 90''00'00" 5.00 7.0 6 90'Do, Do 8.33 13.© 7 a30'00'00" 8 33 ia.0 8 go, 00,00" 5,013 7.0 9 139`41'00" 5,0012.1 10 49'4100" 46.00 39.6 #1 66'25'19" 2O 00 22 1 12 @t)`QO'p0" 5,'00 7 13 133'49"42N 5;00' # . 14 43°49'09" 35.00 28') 15 90'00'190' ID do 15.7 18 90,06,001, 10.00 15.7 17 90,00`00' 22.22 34.> 18 90'OE)'04" 22.22 34.E J� 19 90'00'00' 20.00` 31.1 20 90'DOIDo 28.00 43.E 21 157 06 38" 5.00 13.i 22 30S 26 "26" 5 . D0 'g 'e 23 70*31'34 20.00' 24.f 24 90'00 00" 20 00 31., 25 81'03'31" 20.00' 28.1 "1 26 31'49'51" 35:00 19.' 27 :.67'.31'05" 20.00: 23 28 :11Z"28'55" 5.00 9.E 29 86'10'39" 5.00 7•f 30 93'49'21" 20.00 32.` 31 90'00"'00^ 5.DO 32 90'47'22" 5.00 7.i 33 60`54'24" 20.00 21. 34 1#8'18'13" 5.00, 1O a 35 90'00'DO'• 20.00 31.. 36 90'00'00" 5.00 7.1 97 1#9'35'41" 5.00 101, 38 62'09'" " 25.00 27: 39 91'4'4',44" 5.00 e< 40 ' 90'00'00` 5.00 41.', 90"DO"00" 5.00 7. 42 90`00'00" 5.00 7 43: 59' 26'28" 20.00 44 " 139'18'04" 5.00 12.° 45 40'43`53" 5.00' 3," ' 46 90'00'00" 5.00 7.• 47 ` 90'00'00" 20 0;0 31. 48 70`09`50" 20 00 24e' 49 109'50'.44" 20.00 3i3.1 50 90`00,00" 4.00 6. 5#. 90'00`00" 4.00 6. 52 S 90`DO"`00" 4,00 6. 53 90`00'00" 4.00- S. 5A -, 62`10'55" 20.00 j 21. 55 '117'49.05" 5.00 t0. 56 90'00'00" 5.00 7i 57 i 90`00'00" 5.00 7i 58 90'00+�00" S.Oi 7 59 96`00'=00" 60 109'25,16" 5.00 1 9" 61 -' 70'31'44 o. Do 24 62 90`00'007 20.60 3-1. 63 5t' #9' 04" 2#.%10 25'. $4 = 3'1'50'.48" 20.00 1- it, 65 .;.163'28`16" 5.00 9, 5,00 67 90'00 00" 5,00 7, 68 117'49`05" 5.00 10,< 69 ''62'11'25" 20.00 2t 70 1IS* 04'16" 22.ii 46i 71 1,20'57'.52" 5.00, 10 72 120.'57'52" 5:00 1.0 x I` i N 00'05'12"W J J URBAN DEVELOPERS MOTEL/RESTAURANT . ° 69.50 A� . f N-46.3 5 �5 'y b'�? 2 C70 T e�2� 50.33 N `� 6i PHASE ONE 0 30. Do r- I J O I L21 o L18 O N --ice v r- r- �,> > J V 0 co �0) 0 O I. m h J 1 NOTE: z m 7 a 16 . 0 0 G m N ( qo J BEARINGS SHOWN HEREON REFER TO DATU1 USED BY J.A. KIRBY, REGISTERED LAND SURVEYOR, FOR THE COMPUTED LAYOUT OF THE CHOEBE LTD,/URBAN Z zo.00 19.17 DEVELOPERS PROJECT. SAID DATUM DIFFERS FROM THAT USED BY LINDAHL, BROWNING, FERRARI a HELLSTROM, INC., FOR THE LAYOUT OF THE AUDUBON L1s - l 50.33 _ _ J 120.67 ESTATES PROJECT. 0 N L22 156.67 - J 131m 2 -STORY MOTEL s C) o f .333 70 o 10 (FUTURE) 3 o � 2- STORY MOTEL O 0in 0 1 N 00°05'12"W 344.29 .,(FU TORE) I - - 120.67 I 0 0 310.00 14.1414� 13.a6 156.67 o OD o a L23 82.00 122.00 9� N cv�N. N o JSTOP 0O SIGN oQ L2 66.69 9 .� 1 PN 91 Gp0 C;, - P \ CONST. 18" WIDE o L28G m STOP BAR - WHITE 10'x 22' (TYR) ID 0 OD 4' CONC. SIDEWALK (PART OF THIS WORK) n q� 2 Q 2N. �9 a P'1� 5 CONC. SIDEWALK �3v 9 v° U ti 4 ti' cd� rn 1 (FUTURE) J 2641.00 . _ J u .. N 7 68.38 CIA �9 c" .., 242.00 m s v •Q a o o 0 0 0 2r 00 tih'�g 0 0 C .1r N o av - �,`NTT v GZo p� c o S 00'05' 12°E 230.91 ce S N ¢ 2g 1 132.08 Li 00 INSTALL CONC. PARKING BUMPERS AT ALL SPACES o NOTE' UNLESS OTHERWISE NOTED, 0� N 4 WIDE WHITE STRIPING(TYR) CONSTRUCTION OF THE SIDEWALK EXCEPT WHERE SPACE ABUTTS A 7' SIDEWALK v AROUND THE BUILDINGS SHALL a D OR PARALLEL SPACES. 55.49 11 L47 o L34 q,,27 BE BY OTHER$. i_'_NE 5'29' BEARING DISTANCE 10 1 - S 15'29'17"E 7.1C 0 �g �' Ca`7 l� 7' o N. C. H. C. 0 7' C.g9 T 2 S 0 0° 0 S 12 " E a. B 4 m , OR�GINt+L EUI1-DItJG - a e v 5' m 7 SlieE m 3 S 00' 05 12"E _ Q Q 60. 00 " 9 IJ C'I `" 164.00 C' 4 S 89 54' 48"'W 9.67 Q 7' CONC. SIDEWALK 45' 5P6A m L46 0 0I 7' CONC. SIDEWALK L35 - c3 48'E 9,67 _ (r - i4' 48': W 13.0n 7 S 00 05 12"E 12.00 '10 .00 ,d3N9`'t�a 18, 00 J N 50.33 �j ` 5� 5� 50.33 �36 48 N 00' 05' 12"W 13.1100 0 b , N• / s L45 S 9 S 89°54'48'W S.CO 1 I I.. d N•�' � r 10 N 89°54"48"E 5.00 g } VO c a m Al S 74°30'43"W 19.52 J I 12 5 89'1':4'48°W 10 00 13 N 89'54'48"E 10.14 14 N 00'05'12"W 6.iB 15 S 25'22'34`4 11.,63 16 S 00°05'12"E 5.00 17 S 25'32'38`E 11.6363 18 N 00'OS'12"W 12.97 19 S E9'54'4B"W 13.00 20 N 89'94'484"E 13.00 21 N 00'05'12"'W 22 N 00'05'12`4 13'90 62.00 12.00 23 S 00105112"E 13,90 24 N 89°54'4B"E 13.00 25 S B9'94'48"W 13.00 26 N 89°54'4B"E 13.00 O 27 S 89'94'48"W 13.00 0 0 2a N 00°05'12"W 5.00 0 29 S 39'54'I6°W 8.85 m 30 5 00°35'42"E 13.00 m W 31. N 40'49'38"W 9.24 m 32 N 70'04'04"E 5.00 33 N 70'04'04"E 3.a5 N 34 S 00°05'42"E 6.73 35 N 00°05'42"W 13.00 m 36 S 00'05'42"E 13.00 Z 37 5 a9.54'18'W 12.00 36 N 00°05'42"W 13.00 39 S 00°05'42"E 13.00 40 N 00°05'42"W 13.00 41 S 00°05'42"E 13.00 42 S 112"E 12.14 43 N 00'05'42"W 12.'J^ 44 N 89°54'1B"E 12.00 45 S 00'05'42"E 13-00 46 N 00°05'42"'W 9.94 47 5 00'05'42"E 5.00 48 S 39'94'48"W 5.00 49 S a9'94'46"W 6.'JC 50 5 89'S4'48"W 4.00 P.O. BOX 1829 2� P �u�N 7,I �_I� �o HORIZON TA L FT. PIERCE, FLA. 33450 N J ti C banal ARA _nmeq - _ __ rn o n n P ��� 6' 5 7 0 0 0 m 3 LB 9 J 26.91 a m N Lu m 0 159.19 CONTROL 0 20.00 (ON -SITE) JAN 29' M98® a O a o in CU 330.00 L1 It]LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. O CONSULTING ENGINEERS, PLANNERS& SURVEYORS 0 N - 951 COLORADO AVENUE 11750UTH SECOND ST REET S 00°05'42"E 397.00 P.U. BOX 727 SUITE 410 SUITE 202 REVISED I-13-S(a^•➢NA5E IL TURA' AKOL7AlD AKEA(A5 GEEJ,x07T) IUPIIER. FLORIDA 3345E STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 RE.VtsE1D 12-20-65 ^" FINAL LOCAT!'�i OF RE5TAU2ANT(A5Fez D.x,^IE5 REV. I2-I8-85,11 RESTAURANT SIZE 8 LOCATION SCALC 1 = 30 DR. NO: SHE 3 15E•CTIOW 8" P.VC.— 8"GATE VALVE w/ BOX a z z z m 2" BLOW -OFF 0 30 60 90 SCALE IN FEET 8"PV C.@0.40 % M H -A I 5Tu84muyGwa k TOP =20.50 FOR FUTURE E. IUV• = 15.74 COIJQECTIDW W. IQV. =15.&4 UTILITY CONDUIT Cdter, Irj01 X 2° PVG CONDUIT (56-k. 40) FW FUTURE U5E 3l XTHS BbL_L �PjURIETj� p1 �4 A MARK END$ 12.99' MO TEL MOTEL 50' x a" PVC. __T— I l I w/CLEAU-OUT@ 1.00%0 COIU5T 58 L.F OF 8" P. V.CR0.40 / M H - 4 TOP =19.45 MH 2 I MHA 3 u.lrJV.=14.1(v �. TOP = 19.55 TOP = 20.00 5. IUV. = l4.00o a S. INV. =16.31 1 5.IMV. =14.75 E.1UV• =14.1(a Ii BEUD� u.,E. w. = 15.41 I N-4k1.1u11.=14.85 I I5L.F. -8"P. VC.@0.40v' COMST. 148 L.F OF 8" P. VC.@0.40 PREVEM EREASS/EABB3 Y 8"Cs.V. 1 _ 24" STORM SEWER COIJST wl SOX D. I.F' OVER WATER MAIIJ SERVICE U 1.00/o w/ I —I_ l GLEAIU -OUT ` i, 78'x C" P. V.C. _FIRE 'j 14 WATER' METER/BACKFLOk! 78'x(o" PV.C. SERVICE@ Lo0 2 WATER METER/BACKFYOltl SERVICE& 1.00'/vJ- HYDRAMT I PREVEOTER A5SEMBLY pREVENTER ASSEMBLY LQJ w/CLEA►J -OUT (BY F RU-A•) 1 f/0 + _-w/CLEAIJ-OuT 1 i My F U.A.) 1 2"G. V. �' - - I I COST. 4"PVC. fib WATER SERVICE PVC WATEIZSERVICE it INV.=16.6I { tJLE -Ll' I " I�IK'15.(a3 NI 4 CS. V. RW COWWCiT100 UTILI CONr')l / , 6.19 _ gY BUILDIAIC� CoNST. 2) L} PVC CONDUIT 6 to COUTRACTOR 5' \ / i s'Ci-1. 40) FOR F.Ru.A BURIED LKZRIC• 3L.F. 80 L.w/SC, MIN. COVETZ. PI-UG �- ��P, \ 1 \ MARK E NbS. ESaAORA \ \� = FIRE HYDRALIT-COMPLETE i Ir SEE 5HEET Mo. S 4 15 4" TD BLDG. GG f5EE AP MTEGT5 PAID) OF BLDC� OF BLDC�, 2" TO POOL EPUIP, koo M (Sy ONW-0 MOTEL (5EF_ ARCHITECTS PLAW FOR DETAILS OF PDOL, OFf`ICE AUD COU2TYARD) MOTEL 1-Co-B(R.D.H REVI5ED RE5TAURAWT FOOTPAD 11- l0 -85 R.D.H. RED(/5ED - SKEET 0 of lCa fo a or/5 AS PER S.L.G.- 10' FROM PAV'T. TO W.M T uS i�CO AC:6 B -19 -85 Ttx AS PAR FPUA - ADD Z° R>=ST. S�I� c To z-INTvA�T ADD UTIL1Ty GGNr>U�TS 8-(0 85 IZC�N. REV/5ED A5 PER F. PU.A. DATE BY DESCRIPTION REVISION FIELD: DRAWN BY: R. D. H. CHECKED BY: T. DATE: JOB NO. 5 4- 1 1 9 8"PV.C.57UB4 PL4@ lr=' MH*0(0 TOP 09.50 W.IA1V - 1Z-05 S. IIN. = 1 5 : E.luv. =12-05 MOTEL 4'ev,V. FO2 FUTURE C0WJECT101J 50' =14.(0& 10' f4"PVC. WATER SERVICE 20' I : E. FA5EMEUT' SEE 5HEET�Jo.5oil COM15TRUCT 257.l04 L.F. OF 8" PV.C.@0.40910 Fp> FIRE HYDRAIJT COMPLETE5' tor-COMST. ZZO L.F. OF 8" P. V C.CO 0.40 % MH 5 TOP I E.1NV W. MV. U.IuV• I s• IIJV• °ZO.00 = 13.08 = l3. 16 = 13-I8 = 13. 16 15' — — —4 12.5'x 8" P.V.C.@ 0.40'/0 — — w/ PLUG �T5' TYP. Z" BLOW -OFF COIJSTIZUGT 15ECTIOU B"P.VC. MAIU ,� 8 PVC. WATER MAID.! t C770L•F. -) C-900 L I W E "A" (5EE 5HEET uo. 9 of 15 I CF FUTU 12E (OO ' R/tU PHASE ONE JAN 2 8 1986 WASTEWATER COLLECT/ON AND LINDAHL, BROWNING, FERRARI R & SURVEYORS INC. CONSULTING ENGINEERS, PLANNERS&SURVEYORS WATER DUSTRIBUW 951 COLORADO AVENUE 117 SOUTH SECOND STREET (^� SYSTEMS/PLAN P.O. BOX 7 SUITE 410 SUITE 202 JUPITE . \ ^ R, FLORIDA 33456 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SEAL SON _ S/ TE) SCALE: 1 ° = 5 1 DR. NO: SHE 6 i J 16 OF SWALF 16 ELEV 19-0± 'N, 5 L. R. W C. D. ELEV19.0± ELEV 19.01- PROPERTY LINE NAT. GRD./CANAL No. NAT. GRD.jSEED, FERrIL IZE 0 MULCH 4NAT GRD. CONTROL OVERFLOW BERM STRUCTURE- EL EV 16.5 ALL SLOPES AND DI STURBED RECESS TOP ToSPEC 4" ACCOMMODATE INLET AREAS, ACCORDING TO D.O.T.D--- II CONTROL ELEV. /5.0 1 GRATE 4' -4 ELEV. 14.05 4 rT 4 4- & MW 2' AMON. EL 15.0 (7YP) j8-7, P. ELEV. FtowLINE OF SWALE CANTILEVER C. A. OU TFA L L 4 PROP L INE 19. 0 UAILESS SHOWN OTHERWISE ON PLAN 12. 0 OUMALL TO 5?1 405 SECTION B-8. EDGE OF WA T 4 4 rNA T GRD. N. L.R.W. C. D. CANAL, 39 T YPICA L SECTION OF SWALE TO RETENTION AREA I2 L 14.6 SCALE,'I20. 5 III "- 4' 3 13.0 DETAIL OF BERM ALONG 11, 3 :CONSTRUCTION OF THIS STRUCTURE THE LINE OF PHASE Z SAME' AS FOR STANDARD TYPE 7 E �'IN A -A PLAN SEC r/O/V 20.2 TOP FL. 20. �O5 14.3 21.z TYPICAL SECTION OF RETENTION AREA A ...... 20 IZO51AI E 71 1 5T I N C� 2J ...... APPROX. PROP05ED DRAIIJACaE PA-T WELL A13ULATIOM KEY UUMBER x wIT \ .0. ------- PROP05ED STORM SEWER SYSTEM RANT 4 --PROPOSED PAVEMENT \9\ >- AU 2TO PAWrl 4. fig+imciaEAsE -VWE55 MEXT po Iffi-1. cl� A PW A LT .17 . 1,141 Sitl S/DEWAL A#* DETAIL I CONSTRUCTION TABULATION STORM SEWER SYSTEM Structure Of Culvert Number DESCRIPTION ELEVATIONS srRucruREs CULVERT INVE To Invert LIPaiream D I Storm 19.04 16.43 - 2 180 L.F. of 18" RCP @ 0,17% - - 16.43 16,12 3 Storm Inlet, Ty-w "C" w/Traffic Grate 19.04 16.12 - - 4 1230 L.F.1 of 24" RCP @ 0.131 - - 16.12 5 IStour Inlet, Type "E" w/Traffic Grate 19.15 15.82 - 6 r2jD L.F.* of 241- RCP @ 0.21% - - 15.82 15.34 7 Stour Inlet, Type "E" w/Traffic Grate 19.19 15.34 - - 8 160L.F. of 30" RCP @ 0.11% 15.34 15.29 9 Stom Manhole, Type "I" w/Traffic Frame & Cover 19.49 15.29 10 132.33 L.F. of 30" RCP @ 0.144% 15.29 15.10 11 Storm DLintnle,Type "I" w/Traffic Frame a Cover 20.38 15.10 - - 12 60 L.F. of 36" RCP @ 0.09% - 15.10 15.05 13 Concrete Endwall 15.05 - - k" 14 170 L.F. of 18" RCP @ 0.18% - 15-60 15.29 15 Stour Inlet, Type "C- w/Pedestrian Grate 19.60 15.60 - - 16 216 L.F. of 18" RCP @ 0.18% - - 15.49 15.30 17 Storm Inlet, Type "C" w/Traffic Graite 19.30 15.49 - 18 Control Structure 20.05 12.55 - - 19 70 L.F.± of 18" Corr. Alum. Pipe @ 0.30% - - 13.55 13.34 20 Storm Inlet, Type "C" w/Traffic Grate 19.35 16.35 - - 21 1350 L.F. of 18" RCP @ 0.20% - - 16.35 l5w65 22 IStour Inlet, Type "C" w/Traffic Grate 19.08 15.65 - 23 160 L.F. of 24" RCP @ 0.20% - 15.65 15.5&lj 24 1 C..,I.tl El,-','.l 1 15.53 - - 25 1185 L.F. of 15" RCP @0.228 - 16.06 15.65 26 Storm Manhole, Type "I" wjFrame & Grate 20.56 16.06 27 142 L.F. of 15" RCP @ 0.22% - - 16.37 16 28 Storm Inlet, Type "C" w/Traffic Grate 19.28 16.37 - na ILL. N. T.S. \\n.ti�(c REVISION DRY RErENTION AREA f�- TOE OF 4: / SL OPEzEL. 15,0 140gay ' L A of rnl 5 f I Ar, 19 20 MHMW-K---- cct�c- /VnKI � CHOEBE LTD* URBAN DEVELOPERS MO MR-- IRES TA URA N T PHASE ONE JAN 28 1986 LINDAHL, BROWNING, FERRATE & HELLSTROM, INC. GRADING, PA VING CONSULTING ENGINEERS, PLANNERS & SURVEYORS 951 COLORADO AVENUE 117 SOUTH SECOND STREET 61 P.O.BOX 727 SUITE 410 SUITE 202 JUPITER FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SEAL DRAINAGE PLAN SCALE: 1 u c '50 1DR. 11402 itl3GinT y �.bY P: � V SIDE - IF 10 M SLOPE 1'c/ii D 2- V2 4 ice// BARS I /� BOTH SIDES 3 3 //_/ L 9" --- I —__—_— � "F° �.•�Lerwth of Culvert FRONT_ ELEVATION /-'AWAL SIDE ELEVATION PLAN VIEW TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES FOR ROUND PIPE CONCRETE ENDWALLS DATA „D„ Y "XCONSTARUCTIONB CDIMENE,ONS F" 3A 16°-3" I -II" 1'-3" 1.92 24' 3-5 3-3 I-4 6-3 2-0 1-4 2.65 4-3 3-9 I-6 7-3 2-2 1-6 3T5 g' S-I* 4-3" I-8" 8'-3.� 2�-4' 1-8" 5.11 REWIRED NUMBER OF TES TS TEST /TEM F.B.V. DENSITY L.B.R. TH/C7 SIG /O / O LIMEROCK Or COOUIIV4 - / O - / SHELLROCK BASE - / O 5 / ASPHAST TESTS SHALL BE RUN BY AN INDEPENDENT TESTING LABORATORY, ALL TESTING COSTS SHALL BE BORNE BY THE CONTRACTOR, FIELD: PRAWN BY: IQ, D. H. CHECKED BY: T L. K, 11-Cc-S5 R.D.H.REVI5ED-5he,--f/4oF1&Ao 517eef/3of/5 DATE: '/ -/(0 -grj DATE BY DESCRIPTION REVISION JOB NO. 54 - 119 APPROX. WT. STANDARD INLETS 2 1/2"x 2 1/2% 1/4"ANG E CASTING W/3/16 x 1% 6' ANCHORS WELDED 6 O.C. ALL EXPOSED NOTE;ARTICLE GRATES TO 8E CAST IRON WITH ONE (I) SHOP COAT OF RED LEAD PAINT AND WITH A FIELD COAT TO MEET FLA. D.O.T. STANDARD SPECIFICATION, 971, 197T EDITION. (2) SEE DETAIL OF OPENING IN INLET SIDES. (3) BEVELED EDGES:ALL EXPOSED CORNERS. CONC. CORNERS AI AND EDGES TO PE STANDARD INLET CHAMFERED 3/4. COLLARS W/iw5b CONT. 8 CONC. WALL C 0:n 9 FORMED - IN { GROUT IF PLACE OR PRE- PRECAST COLLAR CAST W,*4(� • ; IS USED. D �q 12D.C. E.W. 9 C 8�„ �t w'HEfjE MASONRY 1 FILL AROUND PIPE I IS USED, 1/2 a_ PLASTER BOTH :, • SIDES IS REQUIRED. 2CL, 2TL.��'.Y'� a �� 8,. SEAL PAVING 8 DRAINAGE CONSTRUCTION DETAILS LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS &SURVEYORS 71 951 COLORADO AVENUE 117SOUTH SECOND STREET - P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 334S8 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE, QC) SCALE DR. NO: SHEET /� Of /v 4 A. PARKING/ACCESS AREAS N w B. RETENTION POND AND CONNECTOR SWALE "` C. OFF -SITE WASTEWATER coaEiCT/ON LINE D. REMOVAL OF BUILDINGS, BUR/ED FUEL TANKS 8 DEBR EARTHWORK AND GRADING (OJII-SITE) I s A. PARKING/ACCESS AREAS B. RETENTION POND AND CONNECTOR SWALE C. BACKFILL OF PONDS AND BURIED TANK SITES '. D. BERM ALONG PROPERTY LINE 's, +'' *�» , CONSTRUCTION SURVEYING n pa DRAINAGE IMPROVEMENTS (ON -SITE) A. INLETS COMPLETE w/ TRAFFIC GRATES 4 {I) TYPE C ' (2) rYPE „E „ B. MANHOLE, TYPE I w/TRAFFIC FRAME 8 COVER , C. REINFORCED CONCRETE PIPE ` v (I) /8" DIAMETER 4 ` e (2) 24 " DIAMETER m' £ (3) 30 " DIAMETER _ : (4)36" " D. /8 DIAMETER CORRUGATED ALUM. PIPE E. CONTROL STRUCTURE 'r �. tea, . • ,,,_� , rA m � F. CONCRETE ENDWAL L PAVING IMPROVEMENTS (ON-S/TE)"'I " — A. 8" STAB/L/ZED SUBGRADE S. Y. B. 6COMPACTED BASE S. Y. y „o C. / "ASPHALT/C CONCRET£, TYPE = OR S-J I D. 4' CONCRETE SIDEWALK IN PARKING LOTI: `h rT E. STR/PING, STOP BARS(2) 8 STOP SIGNS(2) " f tYti r t + - +ij .— R F STANDARD G411/CRETE .P,QRKG l9UMPEIK ii. TEST/NG " ".r,4M1�� G EROSION CONTROL MEASURES (ONS/TE) ,,; 6. ' ` A. SEED, FERT/L IZE AND MULCH SY (I) RETENT/ON POND BERMS AND SLOPES(APPROX. 5420 CONNECTOR SWALE (APPROX. 27/5 S.Y.) _ B. SOD, 3' ALONG PAV T. EDGE (APPROX. 1340 S.Y. ) ,1 5(b) ROADWAY IMPROVEMENTS (OFF -SITE) RECONSTRUCTION OF EX/STING AUDUBON ESTATES ROADWAY A. EARTHWORK AND GRADING - B. 8 "STABILIZED SUBGRADE C. 6 "COMPACTED BASE D. 8 'SHOULDERS (SODDED OR STAB., SEEDED, FERT. Q MULCH) E. TESTING (SUMMARY ON. SHEET No. 4 ) 25 'p ✓Ts r L. S. I / S. Y. 2,5/5 S. Y . 2,4/0 S. Y. /066C L. S. / PDX p 7(a) WATER D/STR/BUT/ON SYSTEM S. / A. CONNECT/ON TO EXISTING /2 " MAIN,L. L S. / B. PAVEMENT REMOVAL /RESTORAT/ON AT MERCHANT PROPERTY C. 8" P. V.C. MA/N(C-900) COMPLETE w/F/TT/NGS 9 7 usr RESTRA 1. F. 1482 EA. 3 D 8"GATE VALVE w/BOXES<< _.- ---- - — --------- E. FIRE HYDRANT ASSEMBLY COMPL ETE E A. 3 F. SERVICES, COMPL ETE (/12" PVC. SERVICE, CA44PLETEw/GATE VALVE(BY F.P.U.A.) L. S, I L. S. I (2) 4'PVC. SERVICE (2 SERVICE) COMPLETE w/GATE VALVE -� — - E A. 2 G. 2 " BLOWOFF — --- -- H. TESTING AND , Q/S/NFECT1tN. F9 1 L. _S. II J 1, � k Ip xm r IAI S . URBAI 7(b) WASTEWATER COL L ECT/OIV SYS A. 8 D/AMETEK PV. C MAIN A (I) 4'- 6Cu X - (2) 6'- 8' CUT '. (3) 8'- /0, cur' (4) /O -/2 CUT„ ' (5) /244 Cu _ (6) /4 /6 CUT B. 8 "DIAMETER D I. P MQ _ r 'I+In (2) /2 � /4' our", A C. SNI TA RY MANHOL ES��F��>l�F����� (/) 4- 6' DEEP (2) 6'-8' x %_ �i- (3) 8 to DEEP d q� (4) IO' /2' DEEP r vY 4 (5) /2 LI4' DEEP (6) /4-/6DEEP �q D. /0 "DIAMETER P. V C. MAIN 71. ny f —_—y A E. SERVICES - - _ (/) 6"SERV/CE,COMP1.ETE(ON-SITE) (2) 6"SERVICE STUB FOR FUTURE (OFF-S/ TE) UTILITY CONDUITS(ON-SITE) AS SHOWN ON :.. _ s 8. 40' A . P> B. 4 "DIA. ELOPERS MOTEL/RESTAURA �� , PHASE��� II- Io =46 ` tt'. C;`N. Kc.v 1' eo-5neet is at im to saee7 14- at i5 AA4ly 1.lJH( us UAJT1T7 CHANGes S kl)l _9 TLK. *'PER. FPUA, ADDED 20 VVA7M j�ERVICE TO GnQTRACT T—� Ap:—> - UTlI.4 CON DU ITj 6-Yo-85 W.P.H. REV/5ED AS PEZ F. P. U.A. nTF BY DESCRIPTION DRAWN BY: R. D. H. CHECKED BY: T, L. K, ES T/MA TED JAN 28 F....�•�f ."... _. c .. ,_q. v N... v. .. #. .a ., C a. �Yt., ... w. <, , ���] ...t i._.,.. , ... ... M., _1 .papa — .. n ,,,,., $ r }... ...,: .., 'k.. prop.....: ., ,.. _,. .x.. e.. r ,. ... ,.> ,., A SUPPLEMENTARY ({/�I�}/�� LIONS " lYY h d 'm's— 11 u.- x ,e.... ..e "r:.. lrz _.,. ... ,... ;• .. ...o- �:. v' 1 i I - as 1 , I : t (b)' "Standard Specification+ FA. ' Florida," adopted by, thi p o e f lJor S,G o p „ . , . be m e.- -shall shall a{1_ n t •ial .ld oe, a ui men The Contractor shall furnish-tal1,ma er s, • b , p 9 ' to ''1 a, (c) Fort Pierce Utilities J or ati n nd n d ntal n : r -to coiist,uct •,a" supervision, transp t,, a, i pi e ecess r ,< h ,s," 11 r • ;" Standard S cificatio `. t pe t)S ;, rtbuttott , waste. r' �f an t na i is d dra m r e nt orate t r v 'n ov me s_ '.cons uct a i P. 9 P r t r � . m . Aut ' P t ties hot fierce=Uti1 t 11 ;�.11 tion systems for Choebe,.Ltd,/.Urban Developers,'a�p•rppused re taurant/ <. tel"469# 4 , , I ' ,,;,•, ..:;,..,,, m ntar" ndi i With r vt t. soft e Su 'lee Co t tin, ccordae_ a son es. ':men _ a P h . � Y S `I r e' ns _ QC ,.._, . p.. , .. �; .., . I ' By :reference, the doCurnents ,. 16 sheets dated Ju cations and the;Draw3n s. consisting ofsrateen ( ) " 3 y"' ,< �'.,., J ' The Contractor shall have copier tip. ,,, .,' . dahl: r n Ferrari. &.-iiellstrom :Inc Consul and prepared by Lin B owI 9, . , i En ,i .: n s_ %% ., I project work, ,•, s, l n earthwo G e r7 1 n: a but :: 1 .. 'ed t r..r. a The:. rk clu s t i not tint u , wo d , s o • ,.. g i` , : .; k ay.., .t. , , p ., _._ . - a , II work h i Additionally, the wo s a put nd rosion contr °al a rib. ton. _ e r Co Cti `n water s a wastewater to e o to t drainage, astewa d _ ,<. a ' i t, ttl ►men__ _. p , . . i `. 1 state to d 1 al re' na `Cabe 1 c t o n _9 It is'the objective of these doCuraents•to. �re to total c <'.;; mpletictt;4, <; • ':not limited to, the Federal.flGcul the specified improvements to. meet therec�a7[reirelts iaf St,.Lucie Coura Y,-'the tktt1 ^; i l i i 1tu, r .I r�'e_Ut t es t St, Lucie River Water Control District; the:Ep t e, � 'i o f r Y+. � ,'.�. I Sub -Soil Conditions Soil`and Sub So Florida Department of Environmental Regulation, the south Florida Uat.r�Ranagr�J the nt=`'.;' err ! ed District,and the Florida De artme t of Transportation, so that p;'op P yt_., :.• . It shall be the sole and ex n b used for"the construction a d occu ation of tlie, ro 4sed resta can e P P rant"tilt,` 11 "I J^ - motel operation. . 1. Place his own interprett , J' tra ed°an the Drawin 5'c Y of 'Location I; { 11 n a aril 2. Perform his ow s il. . : •. 'Radt h de f Ok echob e o is located nth sot :i e e The work a d a u s ..,o , .•, . d $ �. ,.. , fete. _ ;_ . �' character, location:anri L_ _ � may affect hiswork, an pe west of lnterstate'Highway 95 and tls apprdrkimately I•5,-acres in size; <, in St.•L fie Eounty, floridar f 3. lttclude in his.C4niract assure that the Soil. an of the `'SpecifiGationsa Preconstruction�ConfereAce , 1 'ne Immed atel after the co tract has been.,awarded, the Engineer, Y er.h .Shall all s a c " Inspection p .,11 a precohstruction conference to be'heltl wit, 111fteen' (15)'calendar "ays after the �;: I ;' a la dent noted b h award and riot to initiation of the work, at , p ce g y P to t rev e w. , a,,,,' ,:,,. , .., The work shall b :Condo red f r ct The tneetin Wi ll be between ns r cti on s e is a t e d e the Go t o d P.c h P 3 9 a E:-�rnee th _ n r , the Owner and the work is sublet d i :; tentative etas The Co r' for shall 1present-'h to and the contractor.o f tic 1, ,s '_ d w r e_ o kq � _b i„ inspector is authorized to Gh S dil P 9 may be rovi d.b: the En ineer. schedule for the protect so that it y ewe y 9 Atlditroiial - , , ,_ Y r authorization of the Owner's E1? h ` ion a a questions s r r- r t v n ff th Cant cto n o f n, t .to e a tt will a ord e a a o u ue. �` h Y 9 " ha a on, ma v r . Y . �; �1 spector relieve the Contractor f un ,e A r irJent shot` the work clarified by the Engineer. No work .der th gee be C mmenced Q I P sued, " N is = a en until after the of e to Proceed has be is 1 The Contractor shall give:t I required inspections, and shall inspect'the completed work. Commencement and Completion of thelWork �' J In addition to the'i,nspecti > work under the , ` co n r r r o Ge w d�: The Contractor wi 1 be ui_ ed t e , n �9 him Noti ontrae. to, Sped ftCattons preViousTy refer within ten (=10) calendar days after the day of riiolpt.by of e „ I checkpoints shall be adhered to, Geed and to complete the work ready for use not later than the time I if0catef -- inspecton: in the Agreement. The time statedrfor,completis0k shrill^ include final`cleato 4f, , the premises. �` L prior to any s',igniiican , ' .: 7: 2. Prior o backfilling tr Tune ,i» I Jointing may be inspect Both parties to this;Con race e Co nize thil time is 'of p t 9 essence i'n, �- 3.' Upon completion of subs , ;,'., oomplet,i,ng the wark specified herein and,;therefor'e,ethe Contractor shall ,',.•' strictay I adhere to the trime.of completion stated in, the;}lgrePpent, I 4. Upon delivery of base m , 5.' .Jpon completion of base Insurance The Contractor shall maintain Workmen s Compensation Insurace in^com- , ,, I 6. Immediately prior to, a mixed wearing course; 'a pliance:'with Florida Statutes, and the Contrdctor s,Public Liability:'nsurance, ..^,. . m f for with minimull limits,. s o 250 000 d ci i Com eted 0 erations w m mu t $ > in u�E ng pl p t , . ;,^y one 4 ^i 7.` U on cam tenon of ohs p p C , :-. t i ur d lOff in ur and 500 00 for an one accident for bad 1 n , an $ , J Y $ O Y ,. Y y 00 Pro, ` tractor or his represon kip i err Dama e. i+e shall also urchase Owner s/Co'I''I for s Protect ire P Y 9, r P i s i li, L b ...tY' . ,, Insurance with the`same coverage and minimum' limits'required.a,ove; ', ertIItcates` , ,.. 11 ` mil ,for h 11 ft,l,e w tti th Owner.. A r ums h of such, tnsuranGe s d be d e P e i a, i su G n n Power and Water shalt be paidby the"Contractor. P Y All arrangements and costs Errors r Omissions in the Drawings ar.SpestfiCations 9 9 imens`otas t d :. � ,,. I. shall be the responsibillity of';t Horizontal and Verttca Control . h o shall r 1 check init anon of the work the Contractor s a Prior to i t � o grades and elevations shown on the brawir 'to eiture'himself that th y are cur''rectl<; I and that the work can be accomplislhed as intended. The Contractor sh 11 take no The Owner shall rovi e ter# I p d, ve -i E -advantage of any apparent error or omission„whic#t he might disco r the olio irr h W, gs, I the ro ert corners and sh llla P P Y a r. or Specifications, but immediately shall notify the^Engineer of such iscovery, f 1 control work shall Al remaining co a s a who will then make such Corrections and interpretations as he'deems r ecessary for- I own work. This will include cold i s and S'eGif ice f D n a s lilt and intent o the raw a reflecting the actua p g p ions ; i tension of wastewater Collectipr south, The boundary and tapogra i A. Kirby, III,IIR.L,S•,' antl A. Ge it e sti red want t s E ma D I I r ximdte 'I r t m �edfor'vart.ous itemsare.a o The quantit es es i a pP_ nl and " Y 1 Staking or marking for unit€ with the followin Uniform Cplor 1 9 subject to increase or de b therOwner to^order'tto trrake^them co J Y form to 1 r coon rfo med The 1 t d` d actual o st a e r r '� r m of `work se ec e an c n u t 'the o a p _, P 9 ontractor ,, 1 � _ Gas, oil, petrol _ shall perform a complete and finished job of the scope designated'in;'he, award, ,YELLOW , whether the final quantities are more or less than those estimated: RED - Electric power l ORANGE - Communicati'ons l Permits and Licenses telephone, telec . 11 Construction permits for certain elements 4f the project wo k have been � . ,I and electronic.. E requirements o obtained b the Owner, and the'design;and Construction qul,r Y the ro- p 1 ,, _; BLUE Water,.. .- _ J ect reflect constraints and eonditlons imposed by -these permits. Th .'.. se include• �" River h 5 Lucie e l ii rt t c e from t.>L Lucie County, o permits o S. ue _ n t constructione it r e P Y W C titer trot 4 n J: 1 I GREEN Storm and sanite n" F Florida Department ' h F rt Pier e U rlities Authority, the. 1 a District, t o o c t i y, DeP ii it - of E v ott. hazardous materi mental Regulation, and the South FloridaWiter Mana ement.District, me g , 5- }tie Contractor) I I shall perform his work and shall cpnstructrthe project in accordance= ith th rer 1 l' h C hires f these permits and approvals. Additi.4na 1 the, o Iquirements o P . s a Pp Y� hl or s a 1, , I I ;Standards for_ ualit and Workm, Q x secure all other permits, approvals or licenses required to"perform the work,, , I I 11 rfo m th work in strict aCcorda e t h r its and he sha pep r e P nC Wi h t ose e m1. a rov is , , a PP ii' All materials, equipment ar or licenses. incorporation in the work shall • I �1. , I shall be first -,class and the fi-1 111- the trade for the category•o1 wu Coordination of Work with Others The Contra for shall coordinate his work with the work or i C rovements I' I Existing Utilities and'$tructurd of others with regard o new construetion,or'for the° -need or removal; relocation I; but is not limited-t fact: -line , : Th s t G' ode .a or alteration of existing s i 1 s, g, the �: I ' struGtr _Existinguttltties, Owner, the Fort Pierce'Utillttes Ahthcrrtty, Southern Be] American`s hone nd lap a �' Gated as accurately as' osstble P 'Telegraph, the City ofFort Pierce, Florida Cablevtsio n a n d their co` tact es. o , , . I e Fall existing facilities are shot - ra tars or a eats. • sub con c 9 i„ I Contractor shall assure himself, . or facilities prior to,performar r D nt n to .they ectfica ions oG s Refers_ Ce O Sp t 4, _ ut+io_ u is i i 11 er or t t acre wi ca I 9_ n s o R h ma b ma a of II t at y be su Ject to da g the I f nce a made t 0 r interest of brevi re er b I n the nt e `Gyp,.. e MAY e o G ifi a S c , e p, _. I I operations. Prior to start of 7 ; . ens -to advise him of the loci '' a G I 9 Y _ bons or technical dacczments which will b$ used to `s.ectfy or control ,a, p the mater.;aTsi I .I :. `. ,r: work. the anstr ton me ds'to e used and the t ale` placed:7n the o e c uc l -fsh4 4•. n s t at ace ti .,, � I Will be acceptable. These SpEGTf1Cdt1on5,ir, doCriment5 Sha, 1"1 -fins fiude , ,. i rd S etfi a ._ F1 ride D t-of Tr ns' r ton $ a a e a} o eparten. as t rR? p <s f r I: ., ., Road and grid e;-Construetion, T ,' of I ished' by the Florida 9 p � ' I` 0e artment of Trans' rtatiow. Reference shall` be marls. OT Specifications." 11 ' jI I'll ,` s ' ,'. ,a ,,, � 'r a V Y V d , 1-1 is vi'. ., Iwi<.L ' .. ...�. ..'.. . r ...... . , { r... •• .. , N::r. Y. si P .. .♦ .,. ,. v ,.. e V ^a , ..'. ...,, ry `f: 4 r �.. ,r .. ,..�11::ro ,i .e... t r. t x * b< , F 4 Sa r: � , '.. . : Iry • • : • for Pub1tiG Works ConstruCtton in St„ Lucie County,, a. . ii '�.• w will assume no liai7ilit for.=da Y ,x : .' �. ` :: r r,.,. og sustained or costs inc4 d betdau5e �' Board ofICommistioners of $t. Lucie=.County. Re- , of the Contractor s operatf6ni ,,t 1,,9 i tt of existin Utilities or ,"' the ytt tr Y 9 SLC•Specifications-."' structures, or to the temporary ktrAcih :eltd shoring of same{ t he event that it is necessar to 5 " t Y race or'swing a unlit ,the utf-i'ity compan ;i, tliort Water and Wastewater Distribution System . .., or department affected should b as d , . .,. , oa. d and h it rmt re dohta�Cte t e pe scion se rE,^ , nd Constructpon Details, published. by the Fort method used for such work. a, ' y. � eferenCe shall 'be made: "FPUA Specifications," -r: i ;` , made a tof ited':abo+rIlle,are p r. t kiese-S Specifications. P Re or11 ation f Dama es to Existin Structures or utilities""" st 9 g.""11 f each "1alhris possession for use throughout; this ," It shall'be the responsibility of the Contractor to repair, re uild,or - ^' restore to its former condition, any and all portions of existing',y9 llIii, , k� -.; be er , f r in'accordance with 611 other a lf- 0 med PP s'truct^ures : ,, s equipment, a urtances or faci,lit,ies,,other than rho l.o be A&" l,,_� ,PP.IsP •, ederai laws „ regulations'and Codes including, but farAun�r t i s roc be dis or a e to this Contract, which may curbed d g d dit t '`�•' ti n'ala f el nd'Health Act. o Sa e, y a � do 4 eratio at no cost t t n P n, g: 1 e �gwner. � �`-"-- i;` , ,' Recerv^d Drawings ncJs ,� J usirve"res onsibility of the Contractor to: P11 After c4(npletiao af'trie Co 1 f h - ue a " ' ubmitta b T t tact work, but prior to s t e _er# s for final payment, the Contract' r sfiall^prepare and submit to the Owner.reCArd r - - ion.on,any and all sari and'sub sail data par drawings, to duplicate, ddf the ample i shall, t d improvements. The drawings s sha .Shoal^ ,,,. a^• I� 9 ,, , final location by reference;to ' adway Centerline stationing or other atceptabie° means, of all underground.stc4ttm tdtrate�'rCo1^i@Goon and disposal system, tkfe wEste-I •;< sub-S ii investigation to determine'tfie nature, 4 water collection andJWater d$;5St,i)Vt9on•:systems. The drawings shall inGlaudie , xt f 1%s it n sub -soil conditions;that ent o al o a d su soinvert r inen elevations of,pe t e t oints in the drama e s stem, the wastewater' A g Y ` collection and waterdistribution systems, ail iev,i'siohs to the original plans., 11 and information ,neces a allsort tp.. uct d' ='locate and. operate '.the im rovement �constr e I of P mice. considelrations`for all work necessary o under"this Contract:', , i sub�soil'Ggnditions will meet the requirements. � „ the:appiicable regulations of St. Lucie County• ' Guaranty All materials and the installation thereof Which are furnishedland in- stalled by the Contractor, under theterms^of the=Agreement, shall be guaranteed Ytder;the general inspec"tion of the Engineer for defects, by the Contractor against defective workmanship, mechanical and physical de , to ita�PeGttttn ' ointed inspectors. No by ,his'appointed and other damages and failure under.normal operation, for a - leakage, brt?akage, 9e P an ',provisiolns of the Specifications with written' period of one:(1) year from the date of final payment, said. -date to constitute rer,ahall,the presence:: or absence of an in- the commettCerrtent`of the one (1) year warranty period., All mate rtals and in a e irements of the Drawin s and Specifications. ark r qu. 9 P stallations rovin to be defective'Within the s, ecified period of the guaranty P 9 P shall be replaced, without cost to the Owner, by the manufacturer or the Con- Engineer d minimum of 24-hours notice prior to tractor. The period of guaranty of each such replaeement'Shall be from and` [pply all equipment necessary to properly test and 11 after the date of instillation thereof. T P A and SLrC i re wirements specified' in the DOT, F U n 4 V j „ iced ''the x foltlowinminimum construction inspection p. „ , ti ri En i eer for m' t"Cont'ctor shall no # t e n d _fie Col a Y 9 S PECiFIC A TIO� . , � •,, :• d fr the Drawin s eviction om g General o that conduits s t t hydraulic Ghes on 9Material , GansaruGtton hods, testtiJ, inspection and rater noes for i, . ; Tl or h� t cc r an a w k s all be n a o d ce i h th S e i,firer n T. f: ti w .t ese p c , io s, rite DO peci iGa ons., the FPUA'S cJifications andithe Pe , S C:S' Cifitation referenced under`"Su lementam' l Pe s PP Y ,` -- o is n (do naGt_o >In e c,- Conditions."',s- the.ev nt f c e o fliCt the mar st i en r isi;: hall' a i lOn , e r n9 t_A ov op s PP Y�, , erxal;. 1, CLEARING AND GRUBBING r r in but prio try p img, Area's to be Cleared an , • .. f- '+ r - f' grubbed.include the of site areal for the ; . extension of the waste ter collection system through Audu A Estates, - ; he first application ^f the ant-' I upon t s. app c o , plant- = the on site areas for n an aces he'' ri r sw les rid`„ arki g d e s,_ t can ecto l a I the retention pond area. I h n i wt the Go ct^il fo f a i l ect'on t u ern r n 1 n p i 1 Clearing and nubbin 9 9 t ' - psi f o} r v' d.d shall`Go o the.G mp ere em4.al an ,• s ; itt e, v_ P osai of all trees ;brush stum s, 'roots grass• and weeds to a de tlt p > g p of l8 inches below 'natural ground 'Or design grade,=whichever is lower, During the clearing,o ration the :Contractor shall locate fla and protect the':existig,l flow=' well ,which is apprcrscimately a> the south ,11 )r temporary power and water. during construction east corner:of Buildin "A.""I I ,i ' C'4ntra4tflr. All existing buildings, fuel and storage tanks, at(d,associoted ' i rovements whether mP , above- round'or below^ ,'and all g i3? d other` , structures and• debris shall be ,complete ,emoved;jfrom the'site and di o e of by s s d o the fo P ,all sate for in ecor once with e local tr c a „ _a t at along the bounder of the project e c; ins a h n e t 1 J p4 g Y,•. P and Federal an r' a a laws d eau:... 7at i construction dr f' _ re Elect ons. The Co _ton awn s a _; D h r h i f e work. ry b mark o t w ,o p p fide a_ ench mar y,, ,,: only, arose objects and materials located by the surveyor or as in xe Pe rf 1' f his o r d b the Contractor for control o s me. Y. d i sated b he previous t re y_ P imp owner with respect un er round i it e is : . s n res C_ t4 d ro_ em n _ ow P. 9 Aination na t on r' control with the ex-` f horizontal n al c nt o atom a zo t o d _ w_ Therefore, h e re ,n guarantee,, e fo a a t 9 an e 1 s ma d d" Al1'"1 existing ri li t o to i o e o e t a t mP ha 9 mP h`A d r 'ect to the Itne throng , u noon Estates, the p,o3 ments obJeets or mat rials are it shown, ar are shown to the actual tic urve for this `ro ect'was rovided b` JamesContractor s Y p J P y- location, Nevertheless, WI be, responsible-f the .s ao, r„ nd d, Weatherington, ild Weatherin tan R L.S. h 11 c m e l a n s d opt ley eoe, i improvements', a }1'afaresa d1,b a o'=eC J t s and materials, whether or not they,,are'shown on the drawings.` Additionally,,: "11 rf m' in accordance round facilities shall be a or ed 1 P it is the sole res onsibilit p - Y 'of the Contractor tQ .institute wh&fever . ",ode.'. safety precautions,ar , necessary to protect life,"timb and; property in performing this re valwork, especially in the :removal,, handling Am and otherhazardliquids'or d9 aseous materials,'`tenant and disposal of thess orage tanks ui so �or, ant 1pur., „eq .pi, I 11-1 all of which were use by the previous owner for storage or petroleum ryes or conduits, fuels.. in but not limited to lies or cables, including, 2• EARTHWORK AND GRADING aph, fire signals, cable TV, civil defense, nt ols, r 1. 11 h A earthwork and grading d r a s hal performed as a uired�'to ain,the 1 be p q '�I t�,, fi`na3 grades, typical a , sections and'elevat' ' .' to tic''- 1,li5h' the ob., J ettives shown on the Drawings for'the access/parking *ASS, to conne for 9 q swat'es and the lake excavation.., BaCkfilling and ccmrpaCt$M pf the exis- f r mains, a d other non - sewers, i cludin forcen Y 1 9t i '' n ng ponds and the ex n ^ in vat` 4f .the exi tits buried fuel tanks =' avatio /rep 3.,LL 9 ls. shall•be,in•accor�danc with $Lt DOT Spetificat-ions, with special 11 attention to DOT Sections ,and 120-T, 120-5 and 120-9 for embankment. ', Grading for: the buildings shalt be'performed by others. E�Ccess material'^' : tip!?, resulting from the earthwork atad,•gratling operations is the.preperty of; 1 the 'Owner, and $hall' stockpiled on his property as he d'irects.` World n t r for,'ermanen, b t Contract t i s_ f rni shed _ he r su p1 e u Y p p under this section `sit h construction of a bet al n lj it inGl^ode t e m 4 � the ' e nproperty qpi fi d `'Workmanship ' a d it s tandards s ec e n of ual e1 w Y P - fine as ri w P Y _s 4 on Sheet No 13. Shedprtwduct;equal to the best accepted standardsof k performed. Any !plastic material A-2-6, A-2-7, A-4, A-5, A-6, A-7 and muck) within 36 inches of the fini hed grade shall be removed aria reploced with A-3 material. Embankment work shall be performed in kcordin with'DOT , , Specifications. , f F es and facilities shown on the Drawin s were lo- 9 CONST CTION^ RU SURUEYI^N lk ::: ' rpm the,Owner's records. Guarantee is not made that ','_ or that these shown are entirely a ccurate The -' As outlined,: in Su l pl a trtary Conditions,,, the bnwer shall, ' proyiiie .basic; ,•r r f the ctu location of such utilities, structures d A1, reference points for, orazpnta ;,.,. �., 1 r and one bench in t vi cant of m#rk, iti di tty - The utility companies e of 11 ., Work in the vicinity. Yof the work: All oth '; r construGti,on staking for both.brit^ zontt 4nd. , , underground util ' e with the Contractor in locatingties vertical control nee d by'the Contractor for control oi'It4s wont sllal`l fie'; • Contractor's r, he r s interrupttonfof service during t performed b- him n P y , d the stakin - , 9 :,Corot codes indicated 'il be -used•. '' e work e,.Contra�tor shall request each t "th q Y; , ion.#f tfieir facilities in the vicinity, The Owner ,h; ^^ r A 6 c V N ^ r. ^' ;� a,Y ,i 1 M r' "�`4 '„ ,: rya x :L}�.: ,�. L' , r? 11,111 �: ° 4 i n' + v Y i „-,. -, t^, 45r'r `. 11-(0-85 R.D,H. Ti c ISED-5/7 ` o v w,� F .iIY 8""ev-55 R.D.H. RE.VI5ED X ` a FPGI A .;, Ir � ;"° • Y*, GATE , 8Y :. yf dpT�y.� ua ,� I { u y [ k �tsclk F"F•RV� .pep• Ir YS }biP sir, . fL �,'a. r 1 u., � -,I........ It • ti; s34ra [u ,x 11 " r u' i E?+} n , y t y - J� , I 1 TWO -d" TELEPI NE CaNDur S 3� i OFFICE �4 n , � +m , < / m? K O Q � a ,u. axe ... _ ..v2 ..,:.s�r�Ga � S �;�i... �_._,,.a�.. w_ •_k�'..�i is ry E i Fd { IDRY _a Alaw 1 I 1 kilt 1 �e 313 Yes t- E' f i .. An, pp awn a Yvly u rl $ �rN 6 f' y'. 4+" 1 6 Y@ {out jv �j. 77 oft F�: P lot As e T5y µY fytj a E s M. cW N W N N N N Q N r N NUMBER 'r r SI h¢ Y i i"9 Ak e �GA1'jp t i y# r fi �3 Y , K f ]x �f JJJ ;�`'"N'(►2oL � 0 V R fiE T MBER .-2 OF 407 406 L oll 404 403 M.', 4101 ■J ,218 11 1219 11 220 11 221 205. 11 206 11 207 11 208 i I a kR t r F S S�1 i a 1� y k W � AP 4 �x V 07 c � k n � Y e " M 413 iJ 412 i _ � 4 � A � � I 411 J w` 41d { 4� I A 409� I H 1 4 r 408 rA G � 222 IA�a —It3�it,�aa Pr-h g)14, I to 1 � �a t� 1 3y e h v = A' J PIA- 21 P _ a' L 209 210 21 J! Y l' §i N11, r�. "MA"r.�w..t ia'� - " J � .7 a142 �r Y r � II�o "'w,00 tA a, s. r i FIXTUR''P SCHEDULE 771 TYPE MANUFACTURER CATALOG NO. LAMPS VOLTS MOUNTING REMARKS ' LI 6n HroI - IF- F 10469 `LF40T12C;k/ SFL�GT�r� B� " Lp I IZO <I/�I-r. �6/hi�iz W+�-- PRVG,r4�s PZ�fi S5Lgb E'r �. 2-60W�si�i 120 �I/�LL Bt2�G�1°'1` H,&L0 I HfC41 -2PL13 F �SL�LI WPL 12U SLfeFFAe, �;i pia• S%tJ�ss.l�r7 p,�G -7�I0 LITHOh I _7KAZ402WAI 2 �40 r W 120 su(z�a��SA M L-i tAA2IJ40RQA,IZ 21=L 40, 1,0 120 SuKF�6GE S ILIIHONIA ISWW 2444 G 2F4JGW 12G �,a(z�hG Ll (l. V' SWW 27C4 . I A,L0 N2 �1-�PILt The above listed manufacturer's are named " s� and standard of quality, material and illumination'. ,Wf`_ 120 fixtures from other manufacturer's may be submitted f approval by the Engineer. Acceptance or rejection of as equals shall be the decision of the Engineer of re �be96FNk`rPYN� I 15 J" T a1.l :ca°�aEtt�S N ..vnwYnm a9trMY eann�xmte t, h.' 1