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Home My WebLink AboutSouthern Eagle (Addition) 52525CHECK LIST PRI 90-0945 Project Name: Southern Eagle Distributing - Expansion - New (office & enovation -GIT ware ouse Architect: ATLANTIC DESIGN & CONSTRUCTION Ph: (508) 746-8700 Contractor: ATLANTIC DESGIN & CONSTRUCTION Ph: (407) 639-3203 Ovuer SOUTHERN EAGLE DISTRIBUTING, INC. Ph: 461-8644 Address: 5300 GLADES CUTOFF RD FT. PIERCE, FL Occupancy Classification: Type of Construction: S3L Height and Area: _ 8(0,194 CMD Occupancy Requirements per Chapter IV: 47f i ECG >i%'-Ar-J 'Op. Construction Requirements: A. Fire Protection: B. Egress Requirements:''_ Other Requirements: Elevators z Sprinklers E Standpipes Combustible Materials - Interior Roof Coveriaga _ . €,.• Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Z"2p-7b't7'�/)approved: Plot Plan Check Water Energy Code Sever Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit 4 PERMIT -NO- APPLIt TA IC 30D LOCATI ,LEGAL DESC SST. LUC;IFj fC0RDrrtr*ZSEWAGET PERMIT NO.� L___ ?7Zo FOR PERM!fT TO CONSTRUCT"_Renovations,& Exnanslon - Office_= ADDRESS + Warehouse. / 5300 Glades Cutoff Rd.. Ft. .6q?8(__ IPTION ROPERTY TAX ID # SITE PLAN �__ —MAP # FLOOD ZONE ELEV S/D/D _ LOT BLK UNIT SE` 31 1 TWP 3 ^5 SoutRiGE40 East NE H GMPP .IhY I WD SOT SIZE/DI XENSION,S ✓ - �/ ✓ 300' ✓Ze 70 �T BACKS: RONT '134.9 REAR 34.3 SIDE �- SIDE -766' EST SO FT ARCHITECT: CONTRACTOR: V 50,000.00 BP VALUE RADON_ _ ✓Exist - 29,702 Exi�19092 [NGS: LIVING AREA New - 43,000 ACCESSORY New - 2,400 LAME Atlantic Design and Construction PHONE(508) 746-8700 ;T 61 Industrial Pk. Rd. CTY Plymouth ST MA Zip 02360 STATE RAG/( ' # G 0059133 Q JNTY CERT #4028 NAME Atlantic Design & Construction _1 RHO 407) 639-3203 U ST p 0. Box 638 CTY Cocoa ST FL ZIP 32923-063f OWNER OF NAME Southern Eagle Distributing, Inc. PHONE(407) 461-8644 PROPJFTX,c^j Urow- ^ ST 5300 Glades Cutoff RdCTY Ft. Pierce ST FL ZIP 34981 STATE OF FL RIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared, Villiam G. Cunniff who upon being duly sworn, deposes and says that the information contained n the foregoing application is true and correct. (� Sworn to and Sul _1221ViP e'�' 19 p Notary Public,States Mg commissiO expirc cribed before me FL at Large PUBLIC STATE OFIFLORTOA ISSION-EXP• SEPI 2,19e0 INRU GENERAL I0, UN0. SCHOOL IMPACT Reg —yes ✓_hO Amt Pd Da« Psi ------ day of ROAD IMPACT Reg ,/yes no "- Dist� - Zone FE a_ 4 f BUILDING PLAN CHECK t 'I ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PLAN NUMBER #6021 " V PROJECT NAME: SOUTHERN EAGLE DISTRIBUTING BUILDING'DEPT. NO. 90-0945 CONTRACTOR: Atlantic Design & Construction PHONE NUMBER 508-746-8700 ARCHITECT: PHONE NUMBER OWNfR; Southern Eagle Distributing__ DATE RECEIVED 4-24-90 LOCATION: 5300 Glades Cut Off Rd. BUILDING SIZE: ___ ___ .__-_ NUMBER OF STORIES 2 OCCUPANCY TYPE: Storage _ —___— __ BUILDING HEIGHT._. Office 24' CONSTRUCTION TYPE: SBCCI. Ty UN.warehouse 11' NFPA. II coo F9RE PROTECTION: Automatic Sprinkler Yes _x. No Occupancy Hazard N.F.P.A. #13 Ordinary Hazard Group II Office Area -'light Hazard R requirements: Ll. A separate .permit is reugired'for the installation of the automatic sprinkler system. The sprinkler contractor shall be Florida State Certified. 2. Provide this office with three (3) sets of automatic sprinkler plans along with three (3) sets of calculations. Provide this office with copy of the contractor's certification. 3. Design, calculations, and installation of the automatic sprinkler system shall be in accordance with NFPA #13 and #231. 4No storage in racks shall exceed 12' unless rack storage is in accordance with NFPA #231C. 5. A separate permit is required for the installation of underground flammable liquid storage tanks. I. 6.' Installation of underground flammable liquid storage tanks shall be by a Florida State certified installer. The underground piping shall be included in the, same permit. 7. A separate permit is required for the installation of the hood and duct fire protection ® system.. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS HOUR OTIC REQUIRED ON ALL INSPECTION$ REVIEWE BY: SIGNATURE '1 7 BUILDING PLAN CHECK #6021 CONTINUED: 8. Installation shall be by a certified Florida certified installer. (Hood & Ducts) 9. Submit three (3) sets of plans along with copies of the required certification for the underground storage tanks and the hood and duct system. 10. Stairs. NFPA 101, 5-2.2.2.1 a. The maximum height of risers shall be 7". 7.2" shown. b. The minimum height of treads shall be 11", measured nose to nose. -10" shown. NFPA states the 1" space below stair riser cannot be countee Un"usuable space when descending. !1 a Note to Building Official: The attached plans have been reviewed by the St. Lucie County -Ft. Pierce Fire Marshal's Office for compliance tothe NFPA Life Safety Code 101, 1988 Edition. The following code revisions are necessary for compliance to the Southern Standard Building code, 1988 Edition. These revisions were not mentioned in your, plan review but are noted herein. I- 1. Page A-6.0 Notes under door types. n a. All stairway enclosures shall be one (1) hour rated and all openings shall be protected " with a Class B one (1) hour rated door and jamb assembly.. All doors in fire rated "r partitions shall be equipped with a listed self closing device.This would include stairway doors #3 and #4. - b. All rateddoors and jambs shall be provided with UL listed labels showing their hour s rating and class. 2. SBCCI Chapter 702.4 requires that all interior corridors be constructed with materials having a one (1) hour fire resistance rating and all 'openings be protected with self closing I Class E, twenty minute rated door and jamb assemblies. Fire Protection ' Office Area 1 & 2 floors. Provide a 2A-10BC rated fire 'extinguisher 'for each,75' of travel distance. ,,Provide a 4A-20BC rated fire extingusiher for the loading ramp area for each 50' of travel distance. 'Automatic Sprinkler Information The Fire Department conneciton shall be located a minimum of 40' from the building and the fire hydrant shall be located no more than 50' nor less than 20' from the Fire Departdfiff't connection. • CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY' DATE .,...__ 31G T RE. ST. LUCIE,-60.-FT: PIERCE F.P.B. 1 2400 Rhode Island Avenue Sheet No. —of 'r BUILDING PLAN CHECK #6021 CONTINUED: I Underground polyvinyl chloride (P.V1.C.) piping shall be C-900 Type and tested to 200 pounds for two (2)<hours. Gas Installation A separate permit is re uired for the installation of gas piping.: Installation shall be b3 a licensed contractor. S 3 Fire Dampers Fire dampers complying with UL 555 are required in all ducts penetrating rated partitions of one (1) or more hours. When the wall is of three (3) hour or greater fire resistance, I a three (3) hour fire damper meeting ,the requirements of UL 555 shall be used. I Fan Shutdown Controls Fan shutdown controls stall be in accordance with SBCCI Standard Mechanicla Code and NFPA #90A. I i G i II i CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS -24 HOUR NO ICE REQUIRED ON ALL INSPECTIONS REVIEWED DYC DATE 26 LL'. i ATURi ST. LUCIE C0= . PIER E F.P.B. 2400 Rhode Island Avenu Sheet No. — of ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer`}(G+',r Address Q.o, 601( L38 C6rngy pL 32q'a.3— 01,33, Date y, i 21q (� Permit # Road Benefit and Collection Zone # ma; e-,) d _ The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 IMPACT FEE CALCULATIONS , LAND USE FEE PER TOTAL TYPE UNIT IMPACT FEE # UNITS z 31,006 UOV.Okesaje, # SQ FT (1000) jol000 ai Lai o c� # PARKING SPACES # STUDENTS (vl.ales4lc 31,000 (K) 317S s $ 1 1�93s,go bkr c4k lo,000 1 35-7 Z.3�S7o,DU T#q — t5; so5'. 00 Applicant STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter381, FS Chapter 10D-6, FAC Permit Number ---------------PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVA6--------------- Treatment Tank Septic tank or, . aerobic unit ' gallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank gallons Other Requirements: Grease interceptor gallons Minimum Draintrench Size Square Feet Dosing tank gallons Square Feet Square Feet Square Feet OR Minimum Absorption Bed Size Square Feet Square Feet Square Feet Square Feet (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered. � JL (d) Invert of stub -out for to beA,t E iw` 7Fu1]+ (- i Goa,) l benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. (e) Fill quality and quantity. L BE CHECKED '�`r' 'T';7`-� 3)s:•Z�r9 {P?t rr;i'" F'2Tt�rt "'t 7,, (f) Other ROOF MAST HE GUTTERED PRIOR TO FINAL APPROVAL. System design and specifications by: Title Construction authorized by: Date _. ,1 .(• County Public Health Unit Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. ?001A 5 .Y l HRS-H Form 4016, Feb 85 (Obsoletes previous editions which may not be used) (Stock Number: 5744-001-4016-0( Page 1 of 2 S TE OF FLORIDA DEPARTMENT OF HEALTH'�AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS �0 Chapter 1 OD-6, FAC PART I - SYSTEM CONSTRUCTIO Treatment Tank Septic tank or aerobic unit�Vgallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry Grease interceptor gallons Dosing tank gallons e vAL- AGTF�t A��Ti�6 Pv"�"05 Permit Number 12U,0416 NS AND CONSTRUCTION APPROVAL= ............. Minimum Drainlrench Size. on Minimum Absorption . Bad size (ZOX/0 Square Feet 2544 — Square Feet X/a k`ybo ) Square Feet Square Feet = Square Feet Square Feet ,;I waste tank gallons Square Feet Square Feet Other Requirements: (a) Installation must be in accord with requirements of chapter 10D-6, FAC. (b) A system construction permit is valid for period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered. �nH �pqp• (d) Invert of stub -out for )u j,JES to beA10 laorA YM&I 6" i�ry, / � benchmark. Invert of stub -out for to be benchmark Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark- (e) Fill quality and quantity:... --A TDTrtL PIAt Fi -Q WITH S'A0Ane 1AJ To 5' DFPTH EXCAVATION MUST BE CHECKED BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTALLATION. J FLOok DkA/nt 60 d44!. /N/5T aic/0 A027T60 by FIj E !? !}t L 4T1�)GN� f><ALAaDa csr UvrsT� P&Q Z22eA.)TS r42L&7 & 4&i / PPiau rofn)9-L (f) Other;. IF AREA OF'DRAINFIETD TS STIRTFr'T TO SATURATION PRAM RODE DRATNAaR , ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. r System design and specifications by: Construction authorized by: St. Lucie County is Health Unit Title es T Date Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. 093813 SQUARE MILE ay HRS H Form 4018 Feb 85 (Obsoletes previou� editions which may not be used) (Stock Number 5744-Op1.4018 0) Page 1 of 2 (MMIDD/YY) IYI ..I}'I ,� d u I.. Brewer'& Lard 480 Bedford St oL Abington, N '!, 023 Ja. 472-3728 INSURED Atlantic Design & CoustrL ctioa Inc.. 317 River jiz4goi Blvd. Suite 2C�4 Cocoa, Florida 32922 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE TEA IPANY A (bumercial Union "-urance Caupany MPATER s O COMPANY D LETTER COMPANY E LETTER THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POLICIES. CO Co POLICY EfFECTNE POLICY EXPIR0011 LIABILITY LIMITS IN THOUSANDS . EACH OCCURR N E ApGREGAfE LTR TYPE OF INSURANCE POLICY NUMBER DATE (MMMONY) DATE (MMNM'Y) GENERAL LIABILITY BOOLY COMPREHENSIVE FORM INJURY $ $ X PROPERTY — X PREMBESIOPERATWNS - UNDERGROUND CBD504283 10/l/89 10l1✓90 DAMAGE $ $ .EXPLOSION COLLAPSE HAZARD "- X PRODUCTSICOMPLETED OPERATIONS X CONTRACTUAL BI6,N COMBIBI COMBINED ,�`10A! lA $ l'UW X INDEPENDENT CONTRACTORS - X BROAD FORM PROPERTY DAMAGE X PERSONAL INJURY PERSONAL INJURY $1,0UU „k AUTOMOBILE LIABILITY MORY NMRV ANY AUTO (PER PERmIII $ ALL OWNED AUTOS (PRIV, PASS.) Td 9oGLY ALL OWNED AUTOS (OTHER PTHAN) INunv (PER AMOK $ ,r HIRED AUTOS PROPERTY"` NON -OWNED AUTOS - DAMAGE $ BI A PE, GARAGE LIABILITY COMBINED $ +V EXCESS LIABILITY T UMBRELLA FORM COMBINED $ $ ' OTHER THAN UMBRELLA FORM STATUTORY ' $ l� (EACH ACCIDENT) WORKERS' COMPENSATION A AND C861tl92t� 11/2/89 9%30/90 ' $�QQ (DISEASE POLICY LIMIT) EMPLOYERS' LIABILITY ... . $ (DISEAfE�EACH EMPLOYEE) OTHER , UESGHIP I IVN Vb 7 I IUNDTUCL LUA I IUNWVCHIUU:WSYWL I I [MS ST. L.UCIF (Wyly MUACI-OR CII27.IN•IC9ULAd & LIC. zke ; Div 30U VIRGINIA AVENUE I:CAXI 21u yORT PIERCE, FL 34982 M 1 - :.'�4 sr,OULU ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEd PEFORE THE EX- PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 77� � DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BYJTFAILURE TO MALL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE 2 PANY, ITS AGENTS OR REPRESENTATIVES. 2ZyGI IT 1. K_ i PfFGCFCFNTATV .� CHECK LIST PR/ 90-0945 Project Name: Southern Eagle Distributing - Expansion - New (office & enovation - ware ouse Architect: ATLANTIC DESIGN & CONSTRUCTION Ph: (508) 746-8700 Contractor: ATLANTIC DESGIN & CONSTRUCTION ph: (407) 639-3203 Owner: SOUTHERN EAGLE DISTRIBUTING, INC. Ph: 461-8644 Address: 5300 GLADES CUTOFF RD. FT. PIERCE, FL Occupancy Classifi Type of Constructi Height and Area: Occupancy Requirements per Chapter IV y�3 o�.��crs .�✓mol ,wr- f Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes ��. Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: r 20 ��Rd roved: Plot Plan Check Water Sewer Energy Code Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit 9 yc IN ADDITION TO THE EQUIREMEN1fS OF THIS S _ PERMIT, THERE MAY E ADDITION: L RESTRICTIONS APPLICABLE TO THIS!PROPERTY THAT MAY BE FOUND IN THE PUBLIC RE�ORDS OF �IdNTY. I `' it I / 0 c� or�CEPs p �� p �y 0 V / D y. P � p. 303 �0 �G� AL DESCRIPTION j ( LEG N', �yGl �'�/ / �4 O�C��(L GRACENTRAL CORPORATION ITO SOUTHERNEAGLE DIST I UTING, `INC. IF ' C �� A parcel of land lying in t � / Q' � P y g he southwest one quarter of Q / Section 31,:Township 35 South, Range 40:E East, St. Lucie FENCE cnwEf2? / / �+j` L / c is ov G/vE c3U/GC7//L/G S�TB CK G✓ I l '1a / r1`S` Y P'U County, Florida, : and being more particularlydescribed as QOfollows: / — o Commence at the Northwest corner of said Section'31; thence F P. O.B. Ol�ND COMC. MON. N- / \ �� run S, 89 47'S1" E along the north line of -said Section:-31 ACC PIED 6Y A. LOPEZ-AGU/A2 Q for a distance!of `2598.21 feet to the west right on wayline FNO. /eoN �PaO /vfoN/To 1^16 /N 1975 svRveY of ol�l / of Canal No. 99; thence, run S 0014121" W alo Q to 'west W�C'.4p fi�3333 Q WECC .SU ,/ECT PPOPE2TY D // right of way !line of Canal No. 99 for a dii't nc Of- 2674.27 �j (I feet to the northwesterly °right of way line of Glades Cut -Off .5 4 1.38e.1 ` Road; thence1, run S 44 56107" W along the no thw s'E-erly a¢ vrFivs. right of way line of Glades Cut -Off Road for a distayiew-of _- S '07" W. /389.04'�o�sc.� __ R1 W 1389'.04 feet to the Point of Beginning for a''d arcel of .5.440SCo 07 W. 4Co. 00' SET on/ /VO, TH R14H7-OF-IYAY / / land; thenee, continue .S 44056 '07- logg= the /R 20 CLA ES CUT Ff .POA4. / / / Y 9 y ; a, a northwester) ri ht of way line of Glades Cat Of' Roed h W/C9P #3333 distance of 400.00 feet; thence, run N 45 0 3" W f;or, a EOrgE OF Pq!/EMENT /, distance of 400.O10 feet; thence, run N 44'S6' `7"''E, for a distance of 460.00 feet; thence, run S 45°0 3" E-for a A '. FiYO. N /L� GLADES UTOFF NC2. NA/C fNO. e e. Sa/r / distance of I4tlO feet to the Point .of Beginning; cont fining ROAD E / FND. NAIL _ - 3.67 aCrE5,m10re Or less. Foo_ ¢3 f T//V rA8 _ , 3BJ Fwo: P.R. SP/KE ND. A/L PER O.R. BOO 3B PA -LE EoGE of PaVEna it/T' / 29.s1 F NO TES: "I f h Found monumentation"and measured bearings and distances shown along the north line of Section 31 and along; the west line of - Canal No. 99, reflect survey g a finding of an actual round I 9 i I I survey conducted by this office during March bf,1984. I I I I 1 I I , Fou d concrete m mon ument NO.1, wa s. again fouha d- u sed as a I I 1 I P arts survey. of this s Y . I II I 1 I I 1 SURVEY UPDATE[ 1 = I hereby certify to Southern Eagle Dstribut'ng, Incl., a` DATE REVISION Florida Corporation; gunHank/South Florida, National Association, its successors and assigns; and Attorn,leys' Title Insurance Company ,that on February 10, 1989,I1 an BOUNDARY SURVEY y supervision and tha: on Jan of CULPEPPER a accurate survey of the premises shown in th sketch', surveywas made under m p January SOUTHERN EAGLE 91 1990, the survey was 'reconfirmed and upy1,� ated; that CT this survey ,meets the mi imum technical standards for TERPEN I NG,INC. DISTRIBUTING INC. land boundary surveys :set forth in Chap}:er 21HH-61 F.A.C.. DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. P PPer P`�— CONSULTING � LAND SURVEYORS ENGINEERS D. M W. L.G. Brett C�' P.L.S. VEYORS DATE SCALE JOB N0. d#ws � z Florida Registration No. 3333 FORT PIERCE, 2-2-89 T'-40' 179_5 OF iz,,I s.a '�. i.. §' , i w I . s \ III � / ', it _ ' • ' .. DESCR/P T/ON III •� II _ A parcel of l ndl'1 in in the southwest one -quarter of P a Y g 4 S Section '31, Township 35 South, Range 40 East, St. Lucie S 9 County, Florida,,and being more particularly described o as follows: �� P� Commence at the Northwest corner of said Section 31; -Pz thence, run S. 800 47' 51" E. along the north line of / moo_ o said Section 31 for a distance of 2598.21 feet to the west right -of', way line of Canal No. 99; thence, run S. 00 a e Z 14' 21" W. along the west right-of-way line of Canal e b �� i No. 99 for a distance of 2074.27 feet to the Q �. m ' o northwesterly right-of-way:line of Glades Cut -Off Road; 2- thence, run S,. 44' 561. 07"'W. along the northwesterly Z P w _ _ -� - distance o G Cut Off )load for a ds a•nc right-of-way of 'wa ''nine f Glade s s o i � g Y G Y of 1789.04 feet to the Point of Beginning of said parcel of land; thence, continue S. 440 56' 0711- W. along the northwesterly right-of-way line of Glades Cut -Off Road m C� for a distance of 400.00 feet; thence, run N. 45° 03' z P 53" W. fora;distance of 386.18 feet; thence, run N. 37° 46' 57 E. far a'', distance of 81.07 feet 'to a point of 0 /1 O -r__'A -V.I curvature of a curve to the right; thence, continue ��.� alongthe arc of said curve having for its elements a S m radius of 478.34 feet and a central angle'of 7° 09' 10" zr for a distance of 59.72 feet to the point of tangency; ', cP i I thence, run N. 44° 56' 07" E. for a ,distance. of 260.00 K ,g = 478.34' 4s feet; thence,, run S. 450 03' 53" E. for a distance of 400,00 feet to the Point of Beginning; containing 3.65 SPUR N3� 07' �x 759 72' A.. acres, more or less. F.vo.3a' PE'dA2 II C Subject to all existing dedications and easements of (e40.v0.3333) C,a,o��/0.3333j � b Lo�,�� OGATFo¢.t�i L � record. (G',.aCio NO. 33 3) GONG. PQ(M \ - ..... I.. ....•• -v ..:� %.4P/vc.3 33� o �a 'III I F.vo S/B E Q�t a IM, _ I - �gflQ�-E Eic/T ET/t/E iG1S .B- � p ONC. I . .Q04O 1J TEO 9 U c! y F Qe58G QE E P t •". T� PG :a..a./ il/ EO ,k 4C - 2 30' :. ' '. ': u I>I>4TE717 ou ZB 975. Q II f CH4/N L/V,� FENCE a Y Ya>mv2ee' yv 2 0• � oe, .. . /� _ C i, t, 3 5'eAuya°y''�ay� ¢ ��e`wb ' ' 'I it I. ✓ . / 83&ay atig`h L2yc�0as - 'i2�.g�aa6a�J6c"✓.a2� SURVEYORS NOTES G/GST.�ocE I PovYEe PocE f fsr�eet 6EwEe d /G11P//i/G S TT l III /N /575 se.` y S%sg✓EcT /4 ti Gtt.ys/o E Q/I�ENf/�LY' y D..eTY O° I // 1. The subject ro property has no other means of / B8.84' 46e,4S _ R ingressP P Y Gin/K FENcE � � � � I � fand egress to and from public roadways F.uD P. ' /7 0.0 - sc. _� other than by way of Glades Cut -Off Road, 2. There'iare not more than 6 railroad spur tracks constructed across Glades Cut -Off Road in accordance with that certain right-of-way deed in O.R. Book 38, Page 385. EDoE OF �aC✓EetEit/T / 60.43' 3. All of the subject property is encumbered by N,q/G GL ADEs• U7-�yF ROAD _ FN - _ — - �� _ Glades Road Industrial Zoning District as V II - the (PER 0. R.800 38, PAGE 3$5 set forth in Deed Book 217, Page 400. Q � I N I I I II _ ' i I II it - I I, SURVEY UPDATED 1 9-90 I hereby certify to Southern Ea le Distr butin ,IInca DATE REVIMN Florida CorporationSunSank South Florida, tational BOUNDARY V G ,. Association, its suc essors and assigns, and Attorneys' l TitleInsuranceComp iny that on September26, 186, an accurate survey of tie premises shown in the sketch of CULPEPPER a de unde m su ervision and that oniJanuary survey was''ma Y P 1 N_ Y Y , I P TERPEN I NG,INC. M. S. R. CQ R P Ali' _tl 9, 1990, the curve as reconfirmed and updated; that Y minimum technical) standards for this survey meets the „ land boundary surveys set forth in Chapter 21$H-6, DESIGNED BY DETAILED BY CHECKED BY DR NG Ni F.A.C. CONSULTING ENGINEERS D. F. 8. C. + d B11 rett Culpeppe , L.S. LAND SURVEYORS DATE FILE ND. J ND. e ist anon No. 3333 FORT PIERCE FLORIDA I Floridaa 9 9-26, ,fir .»1777 , `.i ''4n t.Rf911rL)ti" 4Ya"„� nrru _ AFT. Pe vamoM 98NEAU YDEN FOR COOS COMPLIANCE 485.0655 DATE: SUBJECT TO: ST. LUCIE COrFL PIERCk�FFIR„PREVENTION COO! —T—T zb ws%Noae S3- y^ « 2 AND DR� 5«0 2. . k§m6DG>a vcEW / DRIVE THI -2.0 FOUNDATION s-ao mm«9a - K� � �M � m'S� y �, r ��, � � � •'i a. 0 REGRADE EXISTING SWALE PER SE¢¢ DNS & SEED & MULCH DISTURBED WAS WITHIN R/W 80 LF — 14"x 3" RCP W/MITERED ENDS GRAPHIC SCALE ( IN BEET ) I inch = 30 ft 7 INVERTS AS DEERMINED BY ST. LUCIE COUNTY EXISTING DRIVEWAY TRANCE 88 LF. — 14"x 23" RCP W/MITERED ENDS OUTFACE STRUCTURE (R DVE & RECON TRUCT) INVERTS AS DETERMINED BY ST. LUCIE COUNTY B C S 4456'07' W— ;a tiysr 800.00' 35' R. 6" STEEL GAS MAIN GAS MAIN 35'' R. 3 ,f15 I ;; 50 50 R. STOP BAR &STOP: SIGN � e' s ni> g 8' MIN. 1 py a< fx°ik CONSTRUCT TURN LANE aa:: s w , a'x♦ iJ as°i✓s.�i & R3ssH9,t:. 33„ .Q'„ s 'iek ;,A�. a��< PER SECTI N — - ,♦4.. >, 99i' 9 •faa'a 8 .:�., 1y a, k';:';'`u„ i �. ;.9 � Y Erb+ ' 3�:f �n 9 3 me :' � LB O A A I STOP BAR &STOP SIGN � yQ�:.K�., n k�., r3 , ,v. ��. 9)jf >),. <�33Y � � : 100.00' .3c2P>�'3r. .'� . a ^5 1'..: �i% d I s. z` •r.L. im. . .aa r. .Y3 . 8 Sr aki Y ' I .i� � .< i. � .r ': ...; ia'. au• . i' i. N. .% ..'a L :..ia3 .. ra 3... 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ReAD vv - ROAD —EXISTING 12' PVC WATER MAIN II I I JACK &BORE 42 LF. 12 x'8" WET -TAP I 18" STEE L CASING I 1 I I I I I I .. II I I I 5/8" F-2 FRICTION COURSE TYPE S-3 OVERLAY, 60#/S.Y MATCH EXIST. PAVEMENT UP TO 3 1/2" 8" LIMEROCK BASE, PRIMED 12" STABILIZED SUBGRADE • 80 IF. 14"x 23" RCP W/MITERED ENDS INVERTS AS DETERMINED BY ST. LUCIE COUNTY A ---, x'L 9J3 5'R. ,i CD SECTION A® 3/8"/FT. (17.2 STABILIZED SHOULDER (TYP ) Wn I, Soo 4" PERFORATED CORRUGATED POLYETHELENE TU 1NG MI a" COVER INVERT = 22.0 5' 12't 44' 12't L. 23.5'± EXISTING GRAD y C 4 I 6 2' TYR--I 12' BED 12' BED 5' typ WITH LINES WITH LINES 3' O.C. 3' O.C. FILTER BED MATERIAL 44' - LIMITS OF EXCAVATION TO 5' BELOW EXISTING GRADE NOTE: TOP AND SIDES OF DRAINFIELD TO BE PROVIDED TH MIRAFI FIL RFABRIC OR HEALTH DEPARTMENT APPROVED EQUAL. 84'_ I Im 'D 07 I 0 A i SEPTIC SYSTEM NOTES T Y I t � I 1. All construction material, installation and testing CZ ALUMINUM HATCH COVER shall conform to the standards and re uirements of ,the _ H CO \ 4 m — —"� GATE VALVE- TYP Permit ---- ---- // i� \\ p i y p d Septic Tank ------ — --- St. Luc r- 1 � � I 1C Count Health Department and f o. ACCESS MANHOLE COVERS I / \� TO DRAINFIELD Sew Chloride force mains shall be Schedule 40 Polyvinyl ei Pipe (PVC). 2. I Sewer 3. All pipe shall have a minimum of 30"jof cover from INFLUENT LINE I I EFFLUENT LINE / \ finished grade unless otherwise directed by the Engineer'. �. I 4. Each r inf 1 ` d a, e d shall have a 2 PVC su l'' line from she TO DOSING TANK III � Pp Y \ TO DRAINFIELD dosing bank. The Contractor may lay ',both lines in the \ same trench. Backfill shall be compacted to 98% of maximum density in accordance with AASIHTO T-180. 6f 5. Septic tank shall b p e constructed in acordance with ------ —_-- — y -- \\ � `r--� // CHECK VALVE TYPFlorida Admiistrative Code Chapter 1OD6.55, L— — J Materials for TreatmnReceptacles'". \ / (Installation shall be in accordance with Chapter \ / V lOD-6.46I -Location and Installation". Effective septic — — tank ea pecity shall be 2,700 gallons. chambe>} pumping diameter, wall precast concrete SEPTIC TANK 6 I.D. DOSING TANK S 1 6. Effluent um in chamber shall be ipreca t cess of t MINIMUM 2,700 GALLON BOTTOM AB i constructed in accordance with ASTM C 76 Wall B. Bottom (slab shall be 8" in diameter, 8" thickiwith number 4 bars at 8"'on center both ways. Top,slalb shall be '70, 8 thick with number 4 bars 8" on center both ways, with Y a 24" x2� M alumi num access hatch. Chambek shall be coated on the interior with two(2) coats of coal tar epoxy. . Y 7. Pumps for pumping chamber shall be submersible, one ALUMINUM HATCH CO R hale 230 volts with a minimum meter IP � n1 a solids " SEE NOTES FOR SIZE handlin capability of i 2 u' a II c Pump shall field- 30 9 P Y / P Y gallons (per minute at 14 total dynamic head and shell be sub'' j III ltted for approval to Engineer rior o MANHOLE COVER PPP t U.S.. FOUNDRY33A OR EQUAL GRADE ELEV. ._ 21.5 t TOP EL.=2 0 install al ion. (Peabody Barnes SE411 or equal) . (BRICK TO GRADE) 8. (The are under the drainfield shall be excavated to a depth of 5' from existing grade and 5' beyond the ldrainfie'ild area. The excavated area shall be backfil'led (with cll,ean sand (Class I) approved by the Health Department. The excavation shall be inspected prior to backfilllby the Health Dept. and the Engineer of Record. TO CONTROL ANEL 9. All pavement drainage shall be directed away from the area of the drai:nfield. 2" PVC PIPE TO DRAINFIELD 10. (Float C Float control ntrols to be Mercury Level 'Control switches._ holder to be stainless Steel. I I 11 I C ntro I [Control system o effluent pumping chamber shall be s emf rteef 1 nt h f a I Y P P 4 ELEV. ELEV. A = 1 B 1 EV. C = 1 EV. D = 1 .00' ALARM .50' LAG PUMP ON .50' LEAD PUMP ON .70' PUMP OFF Ia NEMA III with pump lighting i Pum P• Control Panel. Controller' shall be equipped off, pump on, audio alarm, and run light, arrestor, surge protection,, with alternating i :. 12. '(All dra*nfield (shall b 'lOD-6.5�6 IDS materials and drainf!ield construction constructed in accordance wthl,F.A.C. Chapter "Construction Standards' f nfiSld 1J i "',. a sets I Y t area s a 1 'be 40 SF. Each drainfie d h 1 h 1 \V - 8 EL. 14.00 I II DATE REVISION (SA4 S LIE CULPEPPER a TERPEN I NG,Inc. SEPTIC SY CONSULTING ENGINEERS DETAILED BY CHECKED "DESIGNED AND RVEYORSLAND SU 805 VIR01NlA AVE.,SUITf i6 FORT PIERCE FLA. 34982 SCAL N0. CONCRETE STOP _Mr SIGN NOTES I. TOP PORTION OF FTP 25 8 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 8 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. PARKIN6 BY DISABLED PERMIT ONLY $100 FINE I In• PARKING BY DISABLED PERMIT ONLY $100 FINE r FT► N HANDICAPPED PARKING DETAIL 3,000 P.S.I. CONCRETE 5" T41CK STANDARD - 60 IN TRUCK & t-- TRAFFIC AREA I o TYPICAL PAVEMENT SECTION J SUBGRADE - STABILIZED TO 50 PSI FLA BEARING VALUE AND COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 �-- CONSTRUCTION JOINT NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION CONCRETE PAVEMENT SECTION 6" 1/2- CHAMFER T- BASE I I N SUBGRAOE 2 - NO. 4 BARS (CONT) 6I' VERTICAL CURB DETAIL V HE• # .4LV /4 �1 /;f. elcs sk"Ij w +w'H F.0 ,Z 1 SECTIC+ °` SPEL I - - H ORAIL in E) '41O a� CONC. PA°RWr ALIJ0. O¢ A r X 6' x VARIES r�, �. A ,, f 6,'*, s N 83. t ," 6• 6' 3/16' 3/16' ALUMINUM SLEEVE 0 6' 1''ONC GUARDRAIL - 'ALUMINUM RAILS & POST 2' DIA. SCHEDULE 40 PIPE OR 2-1/2" X 3/16• WALL TUBE ALLOY 6061-T6 TOP OF WALL ELEVATION VARIES FROM 21,33' TO 21.88' PAVEMENT EIIEVATiON VARIES FROM 20.83" TO 21.38' - 6' CONC. PAVEMENT E,XPANSiON JOINT FILLER (TYP) BB 0l 8' O.C., EW. 1 / Ij RETAINING WALL SECTION EQUAL PANELS 6'-6• MAXIMUM V-6' RI TAINING WALL GUARDRAIL ELEVA11ON 1 /4' X 3/4' ALUMINUM SET SCuEW ON JOINT 7 6' 1. ALL FIXED JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH OR STANDARD PIPE RAIL FITTINGS AT THE CONTRACTORS OPTION. 2. POSTS SHALL BE CONNECTED TO BASE PLATE BY WELD ONLY WELD FILLER TO BE ALLOY ER5356, ER5556 OR ER5183. 3. NUTS, WASHER AND BOLTS TO BE HOT DIP GALVANIZED IN CONFORMANCE WITH ASTM A-153 AFTER THE NUTS HAVE BEEN TIGHTENED, THE ANCHOR BOLT THREADS SHALL BE DISTORTED OR THE NUTS AND BOLTS SPOT WELDED AND COATED WITH ZINC COMPOUNDS. NING WALL / GUARDRAIL DETAIL STOP SIGN & STOP BAR DETAIL SOILS INFORMATION REFERENCE 1. A full soils report prepared by Ardaman & Associates, Inc., dated October 12, 1988, File No. 88-5206 is available for inspection by the Contractor from the Owner and in the Architectural Specifications. 2. A net allowable soil bearing pressure of 3,000 p.s.f. is recommended for shallow foundation design on the project. PAVING AND DRAINAGE NOTES 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "as -built" drawings will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "as -built" drawings will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate, and the governing criteria is the intended location of the drainage structure. 4. All construction to be in accordance with the Florida Department of Transportation Standard Specifications and/or St. Lucie County requirements and specificati ns, as applicable. 5. Roadwork within Glades Road Cutoff right-of-way is subject to permitting and approval by St. Lucie County. 6. Disturbed areas within Glades Cutoff Road right of way shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 7. Materials for roadway paving & drainage construction shall meet applicable requirements for roadway constructior, as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 8. On -site striping shall be 4" yellow traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be white and in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on uniform Traffic Control Devices, unless otherwise specified on the permits. All striping and markings shall be thermoplastic in Glades Cutoff Road right-of-ways. 9. Signing shall be "engineer grade", in accordance with the Florida Department of Transportation Stand rd Specifications, Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30" x 30". 10. Concrete for structures, curbs, wheel stops, Parkin9# loading areas, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. 11. The contractor shall notify St. Lucie County at least 46 hours prior to working in their right-of-way. Permits (to be obtained by the Engineer) will be required from agency prior to construction. 12. All areas of fill, limerock, stabilization, subgrade, etc., shall be compacted to a minimum of 98% of max'mum density, in accordance with AASHTO T-180. 13. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt, at least 24 hours in advance of subsequent construction. 14. Concrete pipe shall meet the requirements of the Flo ida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 15. Upright handicapped signs to be provided at 11 handicapped parking spaces, in accordance with the Ma ual on Uniform Traffic Control Devices and St. Lucie Co my requirements. 16. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 17. The contractor is to verify all existing stubout elevations prior to construction of on -site improvements. Coordination with building contractor is required of the site work contractor. 18. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1983 Edition, Section 945. Field jo nts shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 19. Reference architectural drawings for sidewalk and handicapped ramp construction. 20. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using'Ithe latest FDOT standards. Baled hay, straw, and silta*ion barriers will be installed where needed to prevent siltation of adjacent property, public right -Of- ay, wetlands, and waterways. These will remain in place u til grassing or sodding has been completed or until silta ion and erosion are no longer a threat to adjacent property and waterway. DATE REVISION SOUTHERN EAGLE CULPEPPER a C, TERPEN I NG, INC. PAVING , & DRAINAGE DETAILS CONSULTING ENGINEERS DESIGNED BY I DETAILED BY I CHECKED BY I DRAWING 140. AND LAND SURVEYORS 805 VIRGINIA AVE.,SUITE 15 FORT PIERCE.FLA. 34982 DATE I SCALE i JOB NO. 11-30-89 N.T.S. 1 89-29 OF 7 FA cn z TYPE "C" INLET PER D.O.T. INDEX NO. 232 �A SECTION A - A C.A.P FRONT VIEW OUTFALL STRUCTURE BEVELED OR ROUND CORNERS �1.5' R -N =� T N v i I N TOP VIEW — SINGLE PIPE l 1.15 S00 DEEPENS AROUND OUTSIDE 0R 2: 1 2.qq 619 EDGE OF PIPE FOR 5 1/2' SLAB 4' ONCRETE CONNECTOR PIPE SADDLE 2 NOT LESS }4 BAR _ THAN D NO PIPE JOINT PERMITTED UNLESS APPROVED BY THE ENGINEER }�— 3.70' 6.0' ( PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION ) � W SIDE DITCH GRADE N Z5' SOD ' SLOPE 4:1 MITER TO PIPE FOR PIPES 18' AND SMALLER 2:1 FOR PIPES 24'AND LARGER 2:1 MITER TO r PIPE FOR PIPES 18' AND SMALLER 1:1 FOR PIPES 24' AND LARGER MITERED END SECTION DETAIL DETENTION AREA EL. 17.6 E.O.P. PERIMETER BERM SECTION VAPIPQ WITH CLEAN WELL —GRADED SAND. EL. VARIES — SEE PLAN EL. 12.6 TYPICAL DETENTION AREA SECTION ' t 6' ± EL. 17.6 I� QI 3 3 MAX. EL. VARIES (16.6 MIN.) KEY DITCH DETAIL 6° 2'-0° 6° RAIN WATER LEADER TROUGH SECTION i 0 EXISTING GRADE SEE PERIMETER BERM DETAIL 6"-12'-06' SECTION B-B GUTTER ASPH. PVMT. 2'-0' 6x6 W.W.F. 10 / � � .I L� 6. • ANCHOR LUG IF o � L- 6' REQ'D., MIN. 15'-0' i SPACING BETWEEN 6.� LUGS SECTION A -A DRAINAGE FLUME SECTION a TYPE C INLET W/SUMP PUMP GRATE EL 19.75' INV. EL 16.50 RETAINING WALL — 21.88' %— (SEE DETAIL SHEET) 83' Tl RAMP DOWN TO INLET 8- PVC (C-900) 15' RAMP DOWN FROM F.F.E. BLDG F.F.E. 23.83' (SEE ARCH. DWGS) BLDG. WALL UNE 55' r22O.33' 19.83' i` RAMP DOWN TO INLET TYPE C INLET —y GRATE EL. 19.75' INV. EL 17.00' 20.33' 20 33' 20 83 19.B3 RETAINING. WALL ' EARTH BERM R.W.WALKWAY STAIRS - SEE ARCH. DWGS. DRAINAGE TROUGH FOR RAIN WATER LEADER RAINWATER IF DISCHARGE TO GO UNDER WALKWAY SEE DETAIL SHEET FOR SECTION NOTE: SUMP PUMP TO BE BARNES MODEL 3SE53, 115V, 0.9 HP, SINGLE PHASE WITH 4.25" IMPELLER OR APPROVED EQUAL. PROVIDE BARNES MODEL 73618 MERCURY LEVEL FLOAT CONTROL SWITCH TO BE ATTACHED TO DISCHARGE PIPE. TRUCK WELL GRADING PLAN DATE I REVISION C:ULF'tPPtK � TERPEN I NG,INC. CONSULTING ENGINEERS AND LAND SURVEYORS 805 VIRGINIA AVE.,SUITE 15 FORT PIERCE.FLA. 34982 4" PV SUMP /— DISCHRGE LINE CONCRETE J PAVEMENT 6' VERTIC, SOUTHERN EAGLe DRAINAGE DETAILS DESIGNED BY I DETAILED BY CHECKED BY DRAWING NO. DATE SCALE JOB NO. 11-30-89 N.T.S. 89-29' c V OF 3/4- TIE RODS RESILIENT SEAT 6- D.I.M.J. PIPE GATE VALVE NON -RISING STEM f n y i i n MECHANICAL JOINT TEE 1 COLLAR FOR AND FOR HYDRANT TO BELVE CONSTRUCTED VARIES AS TWO SEPARATE COLLARS 4 1/2- PUMPER NOZZLE FACING ACCESS R/W AND (2) 2 112" TRAFFIC TYPE HYDRANT HOSE NOZZLES WITH 5 1/4' OR 6' VALVE OPENING • 15"-18' GROUND OR PAVEMENT SURFACE 24"X 30x 8- THICK CONCRETE COLLAR 1, VALVE BOX (SEE DETAIL) it RESILIENT SEAT 18- $ n 6" GATE VALVE NON -RISING STEM n UNDISTURBED SOIL - 9 + - - s UNDISTURBED 6" D.I.M.J. PIPE OR SOIL C-9DO P.V.C. PIPE 3/4- TIE RODS k BOLTS - ONE EACH SIDE (BITUMINOUS COATED) NOTE: ENTIRE ASSEMBLY MUST BE 1. HYDRANT SHALL BE INSTALLED PLUMB k TRUE MECHANICALLY RESTRAINED 2. HYDRA,JT SHALL BE PAINTED YELLOW. 3. HEEL TO REST IN UNDISTURBED SOIL 4. THE ONLY HYDRANTS ACCEPTABLE ARE KENNEDY GUARDIAN, MUELLER CENTURION, k AMERICAN B84B FIRE HYDRANT ASSEMBLY DETAIL WATER MAIN -DOUBLE STRAP SADDLE CORPORATION STOP 1- POLYETHYLENE (FORD F1001 OR MUELLER) SERVICE LINE 1 1- POLYETHYLENE c SERVICE LINE E CORPORATION STOP (FORD FI001 OR MUELLER) DOUBLE STRAP SADDLE (ANY APPROVED 2-STRAP) 2"X 40 TEMPORARY MARKi (PAINTED BLUE) - 10 CURB STOP WITH 1'X 3/4" BUSHING (FORD B61444 OR MUELLER) NOTE: FOR TESTING REMOVE 1" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. BACTERIOLOGICAL SAMPLING POINT LETTEROJO -WATER- ON COVER 2 - i3 CONT.--�, CONIC. PAD 160 SO. X 4" THICK IN UNPAVED AREAS ADJUSTABLE VALVE BOX k RISER (IF NECESSARY) GATE VALVE - INSTALL BLUE R.P.M. ON VALVE BOX UDkOE.O.P. i- FINISHED CRADE In Z 3 Z S aL , � n 0 U TYPICAL GATE VALVE DETAIL TOP W.M. EL. - 4.2 EXISTING 12"- PVC. W.M. 10i REFERENCE -�{ DATUM : 0.00' WELD CASING APPROX. EXISTING ... 6 -J 6' AFTER JACK GROUND MIN. MIN. B BORE 45' ELL PROPOSED GRADE EL. -4.51 -� TO BACKFLOW O 87-tF I ASSEMBLY -12"x 8" TAPPING VALVE 3 B TAPPING SLEEVE E STING 6" STEEL GAS MAIN TOP GAS MAIN 90 ELL JACK B BORE EL.- 6.4 18" STEEL CASING JACK & BORE PROFILE FINISF PROFILE 1'r LENGTH OF JACK B BORE �It ROADWAY 76'r LENGTH OF CASING PIPE PER PLAN PLACE EQUIDISTANT EACH SIDE OF ROADWAY f SKID LENGTH SKID SPACING ----��' POSITION # 2 SEE w�� SEE NOTETABLE All ( BRACE SLOPE PIPE CASING PIPE 6"THICK CONIC. TO ONE END A I SKID PLUG W/ .,y-1 BITU MASTIC COATING STEEL STRAP CARRIER PI►E, DIA. OVER ENDS. CABLE OR CLAMP. AND MAT'L PER (4 PER SKID ASSEMBLY) PLAN OR SPECICA- TIONS. 90° OSITION BRACE SKID TREATMENT W/ WOOD PRESERVATIVE CRIER PIPE CASING PIPE 90° SECTION A -A NOTES: I.- CASING PIPE SHALL BE ASTM. A139, GRADE A PIPE OFA DIAMETER ANDTHICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA DO.T. UTILITY ACCOMODATION GUIDE. 2.- THE MINIMUM SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING. 3. - SKIDS SMALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH .P.VC. CARRIER PI PE. , S. - SKIDS SHALL BE TREATED WOOD BUT SHALL NOT BE CREOSOTE TREATED WOOD IF P.V. C. CARRIER PIPE IS USEO. E- WHEN THE CARRIER PIPE IS OVER 12" SIX SKIDS ARE REQUIRED AT Go! 7.- CASING SIZES SHOWN ARE RECOMMENDED MINIMUMS, FINAL SIZING TO BE APPROVED BY THE ENGINEER. JACK & BORE DETAIL Li O i U Q Q W GO of Z U DOUBLE CHECK VALVE ASSEMBLY U_ 0 INSTALLATION BY F.P.U.A. > Of a Y LBOW ° Q Z m N za _ U] METER ASSEMBLTY AND B,S.P l BACKFLOW PREVENTOR 1 INSTALL.ATiON BY F.P.U.A.-,, Il 2" TAP BY F.P.U.A. LINE FENCE TO BE SET SO AS TO ALLOW ACCESS TO THIS INSTALLATION FROM GLADES BACKFLOW PREVENTER ASSEMBLY CUTOFF ROAD R/W 8" D.I.P. MAIN BY CONTRACTOR FIRE SERVICE WATER METER / BACKFLOW PREVENTER _ 4A PLAN LIMITS OF FPUN CONSTRUCTION BY CONTRACTOR ( SEE DETAILS FOR FIRE SERVICE & DOMESTIC SERVICE ) WATER METER GATE VALVE GATE VALVE OR CURB STOP 12- SPOOL 90' ELBOW ( 90' ELBOW GALVANIZED IRON PIPE BACKFLOW 12- MIN. PREVENTER 16" MAX. FINISHED GRADE PROFILE rDATE REVISION r 2" WATER METER/BACKFLOW PREVENTER ASSEMBLY WATER DISTRIBUTION NOTES 1. The Contractor and/or construction surveyor shall verif� the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction an' notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "as -built" drawings will be performed on the project which will reflect the elevation and location of all structures and improvement on the project. These "as -built" drawings will b utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project t be accepted for final certification and approval. 3. All construction shall be in accordance with applicable Florida Department Of Environmental Regulation and Ft. Pierce Utilities Authority requirements an specifications. 4. No field changes or deviations from design to be made without prior approval of the Engineer. 5. The contractor shall coordinate with the building contractor on service alignment and grade. 6. Water main where specified as Polyvinyl Chloride, shall conform to AWWA C-900, pressure Class 150, DR(18). 7. Water main, where specified as Ductile Iron Pipe, shal conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 unless otherwise specified by the utility having jurisdiction or the Engineer. B. Water main shall be blue in color or have the words "water main" printed permanently in blue on three sides for th length of the pipe. 9. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21.11, Class 250 cement lined, and seal coated. 10. Gate valves shall be Mueller Resilient Seat, Kenned Ken -Seal or approved equal. Valves shall conform to AWWA C-509. 11. Water lines shall be laid on undisturbed ground, or ground compacted to 988 of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 988 of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests on each 12" lift as deemed necessary by the Engineer. 12. The contractor shall contact the Engineer, the appropriate Governmental Jurisdictional agency and all utility companies at least 48 hour prior to commencement of construction for coordination of any utilities. 13. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards. 14. Minimum cover shall be 36", pipes with cover less than 3 " shall be Ductile Iron Pipe, unleE s otherwise directed by the Engineer. 15. Ten feet minimum horizontal and 18" minimum vertical separation shall be maintained between the water main and any sewer lines. 16. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 17. Existing utilities shall be field verified and protected by the contractor. 18. The contractor shall furnish as -built information to the Engineer, including locations of tees, valves, etc., as - requested by the Engineer. 19. The contractor shall tap existing lines under the supervision of the Ft. Pierce Utilities Authority only after preliminary testing and disinfection of the wet tap assembly has been completed and approved. 20. The contractor shall notify St. Lucie County prior to the jack and bore under Glades Cutoff Road. The contractor is responsible for construction in accordance with the appropriate permit, which will be obtained by the Engineer. 21. Service taps (Bacteria Sample Points BSP) shall. be placed approximately ten feet away from gate valves, as shown, for testing. Following testing and sterilization of waterline, contractor shall place a brass plug in all corporation stops which were used as BSP's and remove the tubing and curb stops. _ 22. Mechanical restraints to be used on all fittings. No thrust blocks to be utilized within the system. 23. All water mains, including feed line from the meter to the building shall be. tested at 150 psi. Testing methods shall conform to Ft. Pierce Utilities Authority. requirements. (AWWA C-600) Allowable leakage formula: L = J221/2 133,200 L = Leakage in GPH S = Length of pipe in feet D = Diameter in Inches P = Pressure in psi 24. Water main shall be disinfected and approved in accordance with the latest applicable Florida Department of Environmental Regulation and AWWA, requirements.(AWW C-601) 25. Dedicated Fire Prevention Lines a) Where specified to be Polyvinyl Chloride, shall conform to AWWA C-900, Pressure Class 200, DR 14; where D.I.P., Class 52. b) Fire lines to have double check valve assembly wit�l detector check. C) Pressure testing of fire mains shall be at 200 psii and conform to NFPA 24 (latest) requirements. d) Fire protection lines must be installed and certified by a contractor licensed specifically to install fire prevention mains. I i CULPEPPER a TERPEN I NG, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 805 VIRGINIA AVE.,SUITE 15 FORT PIERCE.FLA. 34982 SOUTHERN EAGLE WATER DETAILS 11-30-891 IN.T.S. 1 89-29 7OF7 by x' 7. 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J �a..�1vn G@IIFAL ROTES s,Y THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DI- MENSIONS PRIOR TO CONSTRUCTION, AND COORDINATE ACQUIRED INE'ORNP.TION WITH THE CONSTRUCTION OF THE NEW FACILITY. . THE GENERAL CONTRACIOR IS RESPONSIBLE FOR THE CONTINUITY OF THE EX- ISTING FACILITIES OPERATING PROCEDURES DURING THE CONSTRUCTION OF THE f' NEW FACILITIES. REFER TO DWG. T-1 FOR ADDITIONAL GENERAL PRQIA:T NOTES. c 't '..REFER TO DWG. A 2 0 FOR PETRARCH PANEL AND P.P.G. INDUSTRIES PAINT �^ IFICATIONS ::GENERAL FINISH NOTES. J LL THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DI— MENSIONS PRIOR TO CONSTRUCTION, AM cooln ION WITH THE CONSTRUCTION OF THE NEW FACILITT" THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TM OF THE ESk= ISTINS. FACILITIES OPERATING PROCEDURES DURINS. THE ION OF THE NEW FACILITIES. REFER TO D;11;. T-1 FOR ADDITIONAL GENERkl, PROJErr NYTES. REFER TO UAG. A-2.0 MR PETRARCH PANEL AND P.P.G. 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'5rH5.'C:)ULG P1F;;IZ (-Z�I NF IANCHOR DOLTS FOOTINGS 51ZE GFZ,4,OPaARS, CiR CoOP>/�.RS NO, 51Z� bor X 12 5 E.Ua (A' ! 53.E 5 P.4 ------ " GO1JGIzETE� Sl-Ar3 u.l( � 7 � � F• fp G�'D �� x 15 "�'� 5 E,W 12" o.G e.w - 5000 j�i5,1. r.41x. s3. s,.o cup-e Teap z GCoucF�iv•) / x -2.. 1q -- - --- - - —. •, I o 1 ", G F q 5-q � Iz b- SE.W.OA x;s��can a .,,, o i `� 1 sy.n s4•o F 10 00 x 15 7 # ..5 i;.WA e.,W w , �AGH WAY'Ci— j _ 6 SQUARE pil I ... r y r AIN LA 0 ! .. -._ 52. z co — 6 GONG. LA6 11� 71C a C per. G l D MIX, u:JE e P G 3 N�. v Y + < EGA r. � till-11� taP M::,IN ELis� �-�"ijjlr lf-f ,— _ • ' ��I � _^..� � •_�.• Pi r o. EXEGU iVE41 L t ��KINc ti O E�E1 JFPi k:I l�Fdi Ham.>.. C i, m �� r^ as W' c s4� vub IL2.9CTN." �' ' A, �9k �3 I 3000 p5_i. MIX. i T t -------�� p F 1 � � a T , I - r I At 4,24 I 9 to Io. All 04.71 `-..I j /L S /LIL s a cL vors li \ TF .,F I RtAL ,_JNT' 4k= R `JF.RT_F'• ALa v T NC UNDI l 1NL 'JI- �`.cSCNS MI.',R ID - NSnUTdON, -ND ^...,0' :�I'ti,I'S X:17J LS2F'J iNF^RNAT_.N ._— --V�- -- �,- ------ ..�., • �� -� - --- s %' ,�. ;,, f"..� WIw M. a�.vSTRI. "'A:N.'OF n•� sea -'k' �\ ��V ••. -�- , �_ PL,MJiF W Y! my i '-j/,. __ . ,zv�ac XR.e,roR -s IESr-919rd _„R M COW—TuITY Or ME Ex- 2 \� _ 45 } _- • r ^r, Ac Lr:r-_= OFe- T.-'c Pa=b, El XMINS :--:.:rovsc" D—=^ w OF.. THE r— ' r s U tl - ;- ", / 3. RF•; y,G T-i "DR AD91717(1 f. =TPAL ?ROI . �L _S- , , 9 4d6� � r7 � k ; rV i� i<`1�:�Ci(.1%`1 t...'ffl /+..r'i`'v- 1` ..�:#�'. � ``_I° C%x A�fUr/B�Y:�..,! }=L�=•,=1-�Y� iGO.r.�..�i`. � him& 4 wA:I ZTU, Tfl, 4f," LA, `-o�WCUT 10114T Wfr 'ma C 4 #19 4� nwe-- PL&�--em 4-*W e-,jT Iv, for Hcl low 'on,2 4 rl' w' f in 15,- 0 rS I Mort a, 9n-,, grout sh a i c--ntyrm to Standar,; Sp !�e4nA�-o MortaT an, G�,ck�, for rced Masonry G AS 'M C�47�-6363 ) n sha,i be type S. A '11he prcfRrri?d qrouti.r.; method shall be in heights of lase " 4 f e=it with all c41-0,11t Pundled, il- vihrate,0 ir, pldc€ T n o vC t n g e Z. m I k1t, o, Teel in pla+,-C ..... i n qr;-,ting sturts M dr"np(:Inq4�z 5, e Out ��;f t-�*� ak I A -I P c, tI) fr7-:11 kf,,v v C. E.W. I & Z, designed fora crete mix. T1 have proved wee the basis degree 44 rebar stitch NOW: S. so as i reatment cure and sealer. conjunction with Herman Iltrength, minimum dustirIAN'. high percentage o thecrete and its wear r —.1 ied and intersecting dowels will penetrate the ring pours. Outside corners will have 45 *vent cracking. gravel is 98% for under mlkz, 4 LW t tfloors, new., existing to be coati a wennant' floor sealant (or equal). I Use 'Tennant' ECO-STS floor sealant system ii #1 & C.;&#21 nimum two coat Tennant r sealant s E.W. e-thru are v'Tennant' w wo coats. r sealant area, both floors, one 'It only. Use 'Tennant' ECO-STS ' r sealant in'' storage area, minimum I s ts. ass oxtsyrlt Tennant to ass 'proper coating P i on. Verify pr type with Owne o application. Sa to provide s ps `eat - catl&upon reque. 7�- . 1W I IM I" I- I- 1--I z 0) z 0 F- W z 0 L-LA < - 0 0 z < z 0 > Co UJ W C g ILI uJ uJ LL z 0 D I z z < � 0 d: 0 iy Cc O 0 ti LL z �, ` �I� xx x 8 a +FP"'Fx fi x ,iyr) rt L3 a� v ' "im, uk95r:a M rii'. � •1 m wh- ,{ I� rk 4 �� I x�'� ��r R t� iF. )� a yq •� � � j hd' � � "'1i. � 4x �" ,r K p � a . ' ti i� m U Z M N M m M G. r ' U N N a � N M Q � Q U Q � N Q k ' V/ W Li � a LU > ir tural steel snail be ASTII A-36 fy = 36 000- All steel shall be detailed in ce with the latest manual. of the AISC. III shop connections shall be welded unless noted - Field connections shall be bolted unless otherwise noted. Bolts shall be ASTM A-325 3/4" J bearing type bolts with unthreadec shank extending through joined material. (Holes 1/16" larger than bolts.) Refer to specifications for torquing requirements. Cutting of holes in structural members in the field is not permitted unless approved by the engineer. Welding shall be performed by a Certified 'Welder in accordance with the requirements of the American Welding Society. Punch structural steel for wood blocking and architectural finish as required. Other methods will be permitted only on approval of engineer. -STEEL JOIST NOTES 1. Joists shall be designed in accordance with requirements of the Steel Joist Institute and shall be manufactured by a member of the S.J-I- + 2. Joists to be "H" and "LH" Series using AST!: A-242 steeT with hot rolled top and bottom chords. 3. Joists shall be bolted and are to bear or. structural steel 4. Ceiling extensions shall be furnished at areas with suspended ceiling. See finish _,. schedule for locations. Provide top chord extension as shown on drawings. 5. Provide bridging as noted on Plans. Bridging shall be adequately bolted or welded to top and bottom chords of joists. Bridging lines shall be anchored at terminal points. LINTELS For openings in masonry walls not otherwise shown on the drawings provide for each 4" thick- ness of wall the following: 0 1 - 3 112 x 3 112 x'S/16" for openings up to 3'-0" 1 - 4 x 3 1/2 x 5/16" for openings up to 5'-0" ' 1 - 5 x 3 1/2 x 5/16" for openings up to 6'-O" 1.- 6 x 3 1/2 x 5116" for openings up'to 8'-0" For 6" walls provide the following: 2 - 3 112 x 2 112 a 1/4L for openings up to 4'-0' 2- 4 x 2 1/2 x 1/4L far openings up to 8'-0" Lintels shall bear on at least 8" at each side of masonry openings, where such bearing va�141 cannot be provided, attach securely to adjacent structural supports or hang from above. ong. provide W8 x 17r 4!lt Exterior lintels to be painted orFar lintels over 8' 0' 7 Fo irantzedas er s tcations p i. '.a� �.. U o Z N M CJ Z `- O F- s U N D N F- LL to a O o 0 U � o Q Z a O m �W wto s W CE UJ JAlhav '.ted Conn actions` Al 11W.hl".ical r s o ur li ns to Addids it ,. `.ad for extri all and'. -tit, as soeci "the mechanical contractor- a .All steel sizes and co.' ` ons Lobs desioned and detailed by structural st urer. N All required 1 .are to be reviewed and certified) by the structure er prior to fabrication. Refer to roof plans, d .0. for required roof pitches and +.. heights- r -� Refer to wa} 11s. dwge A-4,0 - A-4.7. for 2 soecific at. - These grow'" -drawings and not to be g 2 1` OAD INFORMATICj ,r `OOR LIVE LOAD: s: 1¢4! a.-.f. maxe corridor FLOOR .. • AD LOADi ' ,.: P. ,. ROOF WIND c v E rT it" kM1v.: i 'A YO fw xt � � d v L owl Wjq +,^. : n mPIPES SIZED I 6. PIPES SIZED v i ggg t a r..x,.>_ w 4 ,' n v .. rr " ";r' °. -x r^ k' . ✓x;». rs:^ WWI , r .. fG.v'.4,Y'Yt , 1 . x..: a rke i" l '.% ,U a �.. , _. ' ._ , e � A ;g� ;,:.^.. „„ ' „� „j ,•';: ... .. ,. :,a . .x. a. 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If Ki�a'!ry 1 k A q x a l t m �t xaF��r pl x , V� rRte . t�aru+a tm r "� i•R'�a 4`� r 1 t a 4 �' �+ n� x � M+ � i6� s '" y rv) ; 4 A µ t y 4is`hs`* °ham. ^� k n4 a- 4+, �a r¢�, ��'V' Nit` �A� k q � ,ern l�i : a��„ �€�., r ., s s+zL.x � a�✓�Yka<�s• : +7i. sr.a?.e s _ , .s .'rat*.: a . �r r4. ...�. , _ • i , 724 r d�✓T}yy�� ey b 1 s� }fir I M � � Y kA-15 ai y i t �i �i h3 d�� }At': + J .fit 11 yy�j x •. ,.og x; 1 N 5 y i C kh 1 5 L Me, tc lex due, con o rlti ti P.O.S. re -pack sty ft back contVdI responsi clean u equipment 4' OSHA) to ide all disconnects and &Mgby electrica d and made as ing over to metal ed for varioiti 41i s ' ' vanes shall be jinst us' elbow is less tha one,,,, e 1 m �er Ia 1 splitter damper, )per locking devin ?ply and install a parellel with trusses or jol L duct joints shall be sealed inimal air leakage', I duct connectionstil Drdinate all duct, 4 '' -:� - Aft �' I 0 an approvVeMM40W testing is completed, all RIF "field. permit,; to be securc,'. Ctions made bV er, accordling have cleall"1W I roving debris. Jed as required. to electrical contractor. Llean all debris hings and ind,W,unting. equipment. n s in the hang from and Hangers Fthro trLca ,actors/starter locations on tal building manufacturer. fore any installation is ied rod and pur'4041 0 ne coat of paint. Floti ins. Refer to manufacturer's stacking of palletSlncludin,r, pport if condensing units contractor conform- with - -g-u a g e s n the center line radius ion. r i drawngs with n Where di, U4steel. trier. plan, be used assembled with stayb Piping shall be as shown panufacturer. Piping to be su best practices t,ce (maximum of I be pressure tested with dry nitrogen After r �j LL z 0 C c)rj z < z 0 CD ui O uj a� LU et O k" #1�7 STEEz W/r// C/1-11- M-2 de- WRDFD. -,6eAe az>;vps. .j C,4 vo Cj 0 T ILI vl® m EIAZ7RIQIL z�erAL �IFIt7fTICNS THE ELA'S'RICAL OONI'RACICOR S?AI FDRN '4i ALL LAz5) MATERIALS, ICE REQUIRED "P) COMPLETE THE lNSMLLATTCN OF AL, ;No— CALd.ED FL R. SHOWN. i , + WORK SHALL COMPLY WITH TIRE LATEST SEDITION T' 7RE NATIONAL. C'iDF, NA, ALL STATE, CQC7AL CODES, ORD.INANC'FS AND RWU RE, NTS AND WI'i'.H At:;.. TIES FV I'VG JDRISDTCTION. i, PERbq"S FOR THE: ELSCnlCAL WORK SHALT. BE )AT.iVFD AND PAID FOR BY H ELECTRICAL .MNTRAC^OR. UPON -OWLEI'ICN, A _'FR^IFICAT-ON OF FINAL a. "HALL BE SUHMI1Tm, SIGNED BY TBE?ROPFR ALlIHORITIES. 5 SHALL. BE NEW AND OF FIRST QUALM 3.ND SHALL C1NEURM ;�*) >- STANDARDS WHERE SUCH 15 APPLICABLE. ONLY THE REST WORKMANSHIP IN RDANCE WITH PRESENT DAY STANDARDS WILL BE ACCEPTABLE. ANY :TRK ALLED IN WHICH iDRFMNSHIP IS ALJULGED BY THE ENGINE' ? TO BE BELOW _ STANDARDS SHALL BE TAKEN OUT AND REPLAC^J WITH PROPERLY DOW_ AT THIS CONTRACTOR'S FDWENS'E .. { �I SIZE OF :FIRE FOR ANY CIRCUIT 3LAU A' -._ v. ION SHAIb BE -T-N, UNLESS OPfERWISE. !172"D. " r, . NYS y:- AND/OR CABLES AT EVERY OUTLET MUST TERMINATE rN S,;ITABLE o ET BOXES OF AP?ROVED FORM AND 7LM*T4SIONS, AUAP'T' , IN ALL INSTANCES m _ LOCATION AND ;ISti OR V J,'.SFR OF WIRES T -R IINATI*IG 'IT E.REIN. y 7• HQKE.RCNS E)(=ING 100' FROM SOURCE OF SUPPLY SHAI,BE A MI`R'NC,M OF . AWG-COPPER UNLESS OTHERWISE INDICATED. 8, >. ELECT'RI'CAL O)NTRACTOR MUST VERIFY CEILING' FINISH CDNSTRLICTIIXJ WITH ARCHIT9=URAL DRAWINGS PRIOR TO ORDERING FIXTURES AND ORDER _ WITH PROPER "T.',WING ARRANT 'MEETS TO B`c: --n- L ATIBLZ WIT4 'TYPE u CEILING IN -IETC'H FI)7URFS ARE TO BE +DU.NT'n. III 9. j, DE F-UT SIGNS AND EMERGENCY LIGITING AS SHOW ON THE DRAWINGS. COORDINATE POWER AND CONTRC;L, WIRING RFQURF"I-- WITH ME—ANICAL (--)N- R AS PER THEIR SPFXSFICATICRIS. I'dG SERVTC'E. TO REMIN IN USE UNTIL NEW Brkr; IS CO.MPLETFI), ANT; } SERVICE IS IN USE.. EL9CMICAL CONTRACTOR IS RESPONSIBLE FOR IFAII'TY OF. EXISTING ELECTRICAL SERVICE TO EXISTIN; STRLL�.JRE JNi'IL �. SERVICE IS PROVIDED FOR NEW 5 FMSTT% SU,r:u?"l;, 11 rlLEI OT'.17'q£SE BY THE GNERAL CONTRACTOR. .ICAL O3NIRA 7OR TO FIELD VERIFY ALL, i"+..,�PI`i:'_\tiD P'2,'JR '±t'f PER_ MPA WRICAL SEWCE IX) BE !4E - AM. 277v480 VMT WITE ONE, MAIN JIS- t"ON B-PM, TWO 200 AW 277/480 LOLT - 42 ':IRC uTT PANELS, ONE. 20C I%0/206 VOLT PANES., AND ONE 75 KVA. '1014;F2D. R m ty G. El:: FOR OFFICE AREA M.PX�7RICA.L D;,G3. WLTH URGENL. f: DRAWINGS ARE SCfiFMATIC RE;FFRE'^X DRAWI%d , AND NO'". BE :.'SF� F4P. Ri9=10N PE2ZCMURE. FINAL ELEX.'TRIICV. DRAWINGS 7) B2 r?RMDED BY A Nt.FD SF--'RICAL 'XIMACTOR MID ARE TO MEET ALL .APPLICABLE .STATE U;&LCODES. ...ARE NOT :TARRIED IN GENERAL SPEC.-F'IGTIQNS. . WT SS'f3'U 400 WATT NFTAL HALIDE HIGH BAY FIXI'URE WITH --%MRGMY BACK-UP a 400 WAeC"" w-TAL ALIUF, H?GH ;SAY :FLrrT RE ' NYe P4 1 r I i' ♦1>. 1'. �. ii 'v �' L ♦. 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