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HomeMy WebLinkAboutManufacturers Outlet (Phase II) 46717CWCK LIST -1 Pie a s 47 Project Sams: MANUFACTURER'S OUTLET CENTER - PHASE M Architect: WILLIAM HENRY AIKHITECTS Ph; 1-813-878-2155 LORD & SON CON$�'}�UCTION Contractor. > INC. Ph: 1-904-862-5258 Owner. RUSSELL DEVELOPNkNT CORP. 1-813-684-8108 Address: ST. RT. #70 ST.LUCIE, FL Occupancy Classification: ffyz y'j�J Type of Construction: ��� i� i Height and Area: Occupancy Requirements per Chapter IV: t s Coost-' tion Requirements: r A. Fire Protection: B. Egress Requirements. Other Requirements: Elevators Sprinklers & Standpipea Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation o Handicap Pequirewnts Plans sent to Fire Dept. - Date: 17 Approved: Plot Plan Check W dater Energy Code Paving & Draiwaage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit y BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 Lord & Son Construction Inc. CONTRACTOR: ARCHITECT: _ William Henry Architects County #1676 PLAN NUMBER C�Q•E] DATE RECEIVED PHONE NUMBER: 1-813-876-2155 PHONE NUMBER: OWNER: MANUFACTUER'S OUTLET CENTER LOCATION: __2703-2809 Peters Road __ TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION: IV SIZE OF BUILDING:._ 143,000 sq. ft. + NUMBER OF FLOORS: 1 fully sprinkled REQUIREMENTS: _ Phase I, II &III 1. Sprinkler system shall comply with NFPA #13 and 24. 2. All valves controlling the flow of water to the sprinkler system shall be equipped with a tamper switch and be monitored by an approved monitoring company. 3. Individual bays and shell building shall comply with NFPA 101, Chapter 24, for New Mercantile. 4. All requiredexits to remain unlocked during the time the building is occupied. 5. All underground service to sprinkler' system to remain uncovered until after a pressure test has been done. 6. Thisloffice to be called at'least -24 hours in advance for all inspections. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOVR REQUIRED ON ALL INSPEC-PIONS / REVIEWED — DATE 9; BY. � (- fix sicrJmF ,w HUTCHINSON ISLAND PROPERTY` �j i review of your compliance ST. LUCIE COUNTY PERMIT APPLICAPTPt,,I will be made for compliance with No. COUNTY 14 717 (COAL7 Ordinance No, EC 87.03 7 PERMIT NO. DE # ) SEWAGE PER N�. ' APPLICATION FOR PERMIT TO CONSTRUCT Manufacturer's Outlet Center PHASE II JOB LOCATION/ADDRESS: State Rt.#70 St. Lucie County, Florida LEGAL DESCRIPTION See Attached DRIV'i e — -- Phase II is column lines'28 to 51 RE ROAD IMPACT: S/D s LOT Y DISTRICT BLOCK UNIT )(PROPERTY TAX ID LOT SIZE/D SET BACKS: Yes ✓ No� IZONEe,�O" MAP $k FLOOD ZONE ELEV SEC TWP RGE �olv©�O ZONE GMPP P ase II ENSION� 7�-� EST COS1Sl I i00 1 00 FRONT f u , REAR --e SIDE N SIDE-�:t PA &&�3 SQ FT BUILDING: LIVING AREA ACCESSORY 61,800 3F ARCHITECT: NAMEWilliam Henry Architects PHONEI-813-878-2155 4920 Eisenhower Blvd. ADDRESS Suite 150 CITY Tampa ST FLA �Ziip 33634 CONTRACTOR: STATE REG./CERT # FLA GC CQ08942 COUNTY CERT # /p!Z/ oK Ch' NAME Lord & Son Cons t coon, Inq�DDRESS P.O. Box 1808 OWNER OF PROPERTY: CITY Fort Walton Beach STATE Fla Zip 32549 PHON@63-5158 NAME Russell Development Corporation ADDRESS 1206 Fawn Lake Place PHONE813-684-8108 CITY Tampa STATE Fla Zip 33594 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared Leven D. Lord Who upon being duly sworn, deposes and says that the information contained in the foregoing application is true and correct. h441 Applicant Sworn to and subscribed before me this 25 day of t, SCHOOL IMPACT FEES Required ❑ Yes ❑ No Not Public, State of orida at Large Amt. I'd My Commission expires: My COMidISSiON 61Plnw 6lhHCh lJ, Hl l Date Pd Posted +L -p- roje_t idIII r:_4a�ac�t_�rt-� -- - --- - Type of use as aefi`�ea ny :Jning Oroinance. Number Requires Number Provided ? 2 Handicapped Required Hiandicappea Proviaea__4 O,°fstreet Loading Area? Y: N: 0.) Lanascape:, Approval —2 Disapproval c.) signs: Indicated Not Indicated Note: Separate ermit Required a.) SetbeekS: Approval Disapproval Rase duilaing Line Compliance Y: N: Building Spacing Forviala Jseo Y: N: e.) Driveway Compliance - Refer ordinance 57-0 Approval Disapproval_ Note: Driveway Permit Required Y�Y:__Y t::---- n. ). COmine nts:_,r "'5....=1QL��i��1� ` — 1 --------------------------------------------------/------------- 1 _ Dzte I � _ ig Reviewer: I�i WATER ELECTRIC GAS 4- SEWER 206 S. SIXTH STREET • P. 0. BOX 3191 • FORT. PIERCE, FLORIDA 33450 • PHONE (305) 464-5600 p�+ i Mr. Thomas L. Knott 1905 South 25th Street Suite 205 Fort Pierce, FL 34950 March 4, 1988 SUBJECT: WATER/WASTEWATER SERVICE OUTLET STORES ON OKEECHOBEE ROAD (FORMERLY PART OF SUNVEST PROPERTY) Dear Mr. Knott: In response to our conversation on March 3, 1988, concerning water and sewer service to the subject project site, it is best to address the following subjects individually: 1. Water Water service is presently available on Okeechobee Road. To provide water service to the project site would only require tying into the existing main located on the north side of Okeechobee Road. The actual characteristics of the tie-in (size, location of connection, etc.) will need to be determined at a later date. 2. Sewer It is not possible to provide direct sewer service to the project site without a pumping station at the property. The pumping station (lift station) would connect to a pressurized sewer main (force main) which is located on the south side of Okeechobee Road, Expense for construction of these systems would be borne by the developer. All construction is expected to be in confor- mance with Utilities Authority specifications, and upon completion of construction will be turned over to the Utilities Authority for operation and maintenance. In addition to these expenditures, there are additional Charges levied by the Utilities Authority based upon the water meter sizes. Payment of appropriate fees and charges will be required at the time of service. I have attached a copy of our rate structure as it exists today, l r' March 4, 1988 r Page - 2 - r, if you have any further questions concerning these issues, please do not hesitate to contact this office at extension 423. Sincerely, FORT PIERCE UTILITIES AUTHORITY &d a. e)-4 -('� � David A. Mellert Sanitary Engineer DAM/ee 5:8-1/ �C: /lJ.,SHNAERS x j e . awmr"w..Ivuc rvn Uwl . l m%a LIVRL7I flue I Ivm i . SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-86 ADMssMUDeYTla:DrrxaruexrOFCOMMUWrYAvgaes STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS SEES 501.9 PROJECT NAME: C UIE 1dITi N1v ZONE:? ADDRESS: CfiY ZIP CODE:' ''r BUILDINGCLASSIFICATION BUILDING PERMIT NO.: BUILDER: - PERMITTING OFFICE: - OWNER: qJ' JURISDICTION NO.: loi,o i f CiCJ _ BUILDING INFORMATION COMPONENT _ U-VALUE otal NET AREA uam Feet i Concrete Rock Structure (CBS) Wood Iram Other U- U._ U- Dow U. a tl Under Attic Cavity Single Assembly Other _ U® U. U- . Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space ��� Slab on Grade U- U- a Clear Single Glaze Clear Double Glaze Tint Single Glaze - I NGLUDI0j 6 kS, D01P5 Tint Double Glaze Skylights Other _ U- U. U- U- U- U- Wood Metal Insulated Other U- U- U- U® a �,/ t, Total Lighting Wattage ... Qo 'J I 2 S TOW Conditioned.. ea (sq. IQ Area...................................... - Lighting Budget Maximum >y Watlelaq. tl. SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY LEER - - —)or (SEER ) or (COP ) HEATING SYSTEM TYPE _ STRIP d HEAT PUMP ❑ GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY COP or EFFICIENCY - % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY ® GAS ❑ OIL ❑ SOLAR ❑ 1 *) 'Jo wall Allowable �' '� U. WAIL AOkla1 u,✓;)� %i rooucel saw '?, I : — u^9 Lie 1`00kelling Attu '- Moor abwable t. —U� „ tioor Actual �. 'VI wait Allowable '�^ 4. `TTV roof/ceiling Allowable �"_':a , �,.. -- - .00araeroe wah ,Be W9.a07 G0.� 1 h" P� *v mat aq Pler4 wx1 +u^dAostlolu Osvertk Iry WI eskVktbfl4itf h eompUsnar wlnhh tlls �brids IM;; oAa �( (:Dill P>Y�9 tuldar UI9 proVlBlpllB of S, 5021, t�llf91 Irh� t'CfAi1J<IAd U vAluss IOr the entlr® envelope In INS sedan, Uoenvabpe Allowable -'% I U. envelope Actual OTTV wall Actual OTTV roof/ceking Actual Review Of aN atlanDa with P" ang AP6001�. � WMW by We OWN jagen kaeft seer : 71 k„�W�,,. � "'or �.•.. w,Mw wifuWum II owrolNQ� MIAs '^u"^�^ YY �nglsna h amadulce with 83dlon 6S3.tlO8 R{� OWNEWAGENI: —F e` i.... - DATE: .J'Z -�r �.,•` \;: /r BUItDWO OFFICIAL; DATE: PERMIT NO. rORM 500.86 1. GROS A) WALL 8) WALL C) WALL irrt::_ D) WALL TYPE: _ -- CHECKED by SECTIO14 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH State of Florida Energy Code 2. GLASS AREAS (Includes areas of windbwa, eliding Blass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION 25422. sq,it rifo�l� M.ee k& h 31 117 sq.ft TOTAL GROSS WALL AREA - eq. It SINGLE TINT (sq. ft) SHADING COEFFICIENT =10 mom 0 N=�== S. DOORS (EXCLUDING GLASS DOORS) Door area In exterior building envelopel hJ l} 11� C .. lN,I T((„ G}L(+%36................. - interior door area separating AIC from non A/C spaces ...................................................... - TOTAL OPAQUE DOOR AREA - . uvrnoenne Wu a aoeas sq. e. sq. R sq. ft. WALL TYPE GROSS WALL ft.) GLASS AREA — (sq. h.) DOOR AREA — (sq. M.) NET OPAQUE WALL AREA (sq. (sq. h.) A. 'L5 4 22 600C)a 1'- 2.r'- B. C. D. 5. ROOFICEILNG AREA TYPE TOTAL GROSS ROOFICEILING AREA I 0 I r>u P SKYLIGHT (SHADING COEFFICENT - — ) — ` . IG TOTAL NET ROOFCEILING AREA - I. AIR FILMS (UST AIR FILMS IF USED TD DETERMINE Uo VALUES) COMPONENT Wall u O- _ n`TiPeti 1T. Floor _ ✓. a -t 1•J/1- 1;7A 5-33 WALL/GLASS L I N E BUILDING ENVELOPE C [1 CTION HEAT GAIN = (UwAw TDEQ) + (UfAf t) --- , A lO IN SQ. FT. ( jOF CONSTRUCTION I s'B/SQ. FT.) U-VALUE -- TEMPERATURE DIFFERENTIAL HEAT GAIN BY CONDUCTION 1 GROSS WALL 2 GLASS <(0000 1. I0 U G n J�Oc) 3 DOORS (WOOD OR METAL)_ 4 PARTITION 5 OPAQUE WALL 1 I°144 L p,� 2s 6 OPAQUE WALL 2 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) r% 47 (� RADIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOLAR FACTOR = (Af x OSF x SC) GLASS TINT: THICKNESS: = SHADING COEFF: SINGLE: DOUBLE: GLASS ORIENTATION GLASS AREA (Af) SQ. FT_ ORIENTATION SOLAR FACTOR (OSF) FROM TABLE 5-2A OF FLORIDA STATE CODE SHADING COEFFICIENT (S.C.) RADIATION HEAT GAIN 9 NORTH 10 NORTHEAST 11 EAST . 12 SOUTHEAST �C x,) I tj// j CJ, (, 4S�oB0 13 SOUTH ino n(01 3 (yo 14 SOUTHWEST gCJO �Fj� J•{, j !Q I f �0 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) C7' OTTV ACTUAL = LINE 8 + LINE 17 LINE 1 _ ��� 1� �✓t• 3 OTTV ALLOWABLE (FROM TABLE 5-2 OF FLORIDA MODEL ENERGY CODE) ��.d ROOF Sheet I CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMERICIAL BLW COOLING L I N ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs ec f s ) BUILDING — ®_ E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 8 SUS 2 SKYLIGHTS - 13® (® ts) 3 4 OPAQUE ROOF 1 � 3I 00S 5 OPAQUE ROOF 9 6 OPAQUE ROOF B 7 0 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) 31CJ1jf� J RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT T I NT: LuNTL'7f7W THICKNESS: �I4 in. SHADING COEFF.:O, I DBL• SKYLIGHT MULTIPLIER AREA (As) FROM EQUATION 4 SHADING RADIATION HEAT sq. ft. SECTION 5 OF COEFFICIENT GAIN STATE OF FLORIA (S.C.) MODEL ENERGY CODE 9 SKYLIGHT 10 SKYLIGHT 11 - 12 13 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 12) N �� OTTVrACTUAL = LINE 8 + 1.1 -�10+ N�ja LINE 1 815625 OTTVr ALLOWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE 8.5 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS WALLS ROOF/CEILINGS FLOORS [OVER UNCOND SPACE] z AREA U A x U AREA U A x U AREA U J SQ FT VALUES S FT VALUES SO FT Ax U 16 GROSS WAL 17 GROSS ROOF/CLG GROSS FLOOR 17 GLASS 0 SKYLIGHTS 18 DOORS ATTIC SCUTTLE 19 ' 20 21 WALLQUE UWI �QE( ©,01 Irt�(� OPAUE RF/CG Ur1 �i J Q.V� - ).� �OORUUfI OPAQUE o 1 y%)O OPAQUE OPAQUE 22 WALL UW2 RF/CG U FLOOR U 3 TOTAL OF LINES 17 THRU 22 TOTAL OF LINES 17 THRU 22 TOTAL OF LINES 17 THRU 22 24 ACTUAL Uo - LINE 23 ACTUAL Uo - LINE '23 0,�� ACTUAL Uo - LINE 23 LINE 16 LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CODE -ALLOWABLE Uo VALUE ACTUAL Uo VALUE rA review of your suhrnt,al wiNbemade.toe compttaticST. LUCIE COUNTY PERMIT APPLICATION Wh.ST,1UCIE000NH PM ff g X,�® Ordinance PERMIT NO r �/ U ( CODE $r ) ' SEWAGE PERMIT NO. -- X APPLICATION FOR PERMIT TO C TRUCT MFG. OUTLET CTR—FIRE, SPRINKLERS—SYS #2 j( JOB LOCATION/ADDRESS: 276 2765, 2763, 27 2 57,, 2755, LEGAL DESCRIPTION 2753, 2751, 2749, 2747, 2745, 2743. 2 R D. Fb r YeS No I ROAD IMPACT: DISTRICT Coma FEE S/D MAP # FLOOD ZONE ELEV LOT BLOCK UNIT SEC TWP RGE : PROPERTY TAX ID " 2324-701-0001-000-0 AND PART OF 2324-321-0000-000/7 X LOT SIZE/DIMENSIONS SET BACKS: FRONT REAR SO FT BUILDING: LIVING AREA x ARCHITECT: �" CONTRACTOR: j� OWNER OF PROPERTY: ZONE SIDE ACCESSORY GMPP EST COST $K4,884.00. NAME WILLIAM HENRY/ARCHITECTS DIVERSI-PHONE-,13-886-1296 FIED INC TAMPA ADDRESS 4902 EISEN BLVD. ClTS ST El. ZIP 33634 SUITE 150 )STATE REG/CERT # 0866760181 -XCOUNTY CERT ."NAME C=c>NA�trrC R� /"in[ rjtoTi=r: a.Jg-6ESS 2886 SCHILLINGER PARK RD, <CITY MOBILE K.STATE AL KZIP 30408_ PHONE?--Q —639-9637 NAME RmssRT.T. nEVELOPMENT CORP. ,`ADDRESS PT ACE XPHONE 813-684-8108 `CITY VALRICO STATE FL ZIP 33594 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared N.B. BROTHERS , who upon bein#duly sworn, deposes and says that the information,contained in the foregoin a plication is true and correct. 4 � — Applicant Sworn to and subscribed before me this Kth day of AUGUST 19 as !f'ey SCHOOL IMPACT FEES .% Required ❑ Yes ❑ No ary Pu ;ic, 9rgr pfLg����g� Amt. Pd A7�s1j^gC�'F ;:ALABAMA— COUNTY OF MOBILE My Com nc.}Scn ex(o�4rese y Date Pd Posted Lf cgyEil gif� rothers xpios 08115190 r TO WHOM IT MAY CONCERN: (Date) By virtue of the provisions of the St. Lucie County - Ft. Pierce Fire District Fire Prevention Code, (Name of No. Street Conducting a (Business/Installation) having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the code can be observed, authority is hereby given and this PERMIT is GRANTED for: Location of Business/Job This PERMIT is issued and accepted on condition that all code provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALD FOR This permit doe not take the place of any License requifd by law and is not transferable. Any chnge in the use or oc- cupancy of premise shall require a new permit. Fire Marshal THIS PERMTT' 1+f j4'T AT ALL T� r u EGAL DESCRIPTION the Interior S n r 7/4 ecti o Corner of Sect on 24 South, Range 39 East, St. Lucie County, Florida; N89°41'32"W, along the East-West 1/4 Section Line of in 24, a distance of 768.20 feet; thence run a distance of 45.00 feet, to -the POINT OF BEGINNING; S89041'32"E, a distance"'of 683.72 feet, to the Point of a curve concave to the -southwest; thence run, y, along the said curve having an: interior angle of radius of 30.00 feet, an arc length of 46.92 feet hord of S44053'22"E, a distance of 42.28 fedt, to the angency of saidcurve; thence run S00005'13"E, a 281.67 feet, parallel with?. the North -South 1/4 of said Section 24 to the. Point of Curvature of a e to the northwest; thence run,southwesterly, along rve having an: interior angle of 2604212011, a radius at, an arc length of 261.02 feet and a long chord of a distance of 258.66 fact, to the Point of Tangency e; thence run S26037108"W, a distance of 237.49 feet, of Curvature of a curve concave to the Northwest; southwesterly, along the said curve having an: Ile of 08043'34", a radius of 435.00 feet, an arc ,.25 feet and a long chord of S30°58'55"W, a distance it, to a Point on Curvature of the said curve and. a •vature of curve concave tothe 'northeast; thence sterly, along.the said curve having an interior angle , a radius of 29.00 feet, an arc length of 8.17 feet ;hord of N560.51'46"W, a distance of 8.14 feet, to the ingency of said curve; thence run N64055158"W, a -206.00 feet; thence run S69019'25"W, a distance of thence run S19055'58"E, a distance of 226.00 feet, t of Curvature of a curve concave to the northeast; southeasterly, along the said curve having an gle of 03031110", a radius of 29.00 feet, an arc 78 feet and a long chord ofS21°.41'32"E a distance of o a Point on Curvature of said curve and a Point on a curve concave to the North;. thence run, westerly, aid curve having an interior sngle of 31028'34", a 35.00 feet, an arc length of 238.97 feet and a long °08'54"W, a distance of 235.98 feet, to the Point of ature of a curve concave to the southeast; thence run Y, along the said curve having an interior angle of radius of 515.00 feet., an arc length of 408.55 feet chord of S81009136"W, a distance of 397.92 feet, to B Compound Curvature of a curve concave to the hence run northwesterly,along the said curve hevin9 angle of 80006'22", a radius of 30.00 feet, an arc .94 feet and a long chord of N81030'48"W,a distance. It, to the Point of Compound Curvature of a purve the northeast, thence rung northwesterly, along the raving an__.i.nter_iar__angl_e of 21031'01", a radids of an arc length of 234.71 feet .and a long chord of a distance of 233.34 feet, to the Point of Tangency thence run N19056'35"W, a distance of 100.87 feet; 470°04'02"E, a distance of 459.41 feet; thence run a distance of 226.43 feet; thence run N00018'28"E, a 105.04 feet, to the POINT OF BEGINNING; all lying and 'ion 24, Township 35 South, Range 39 East, St. Lucie Ida; containing 17.6106 acres, more or less. the Interior 1/4 Section Corner of Section 24 South, Range 39 East, St. Luc' ;'County, Florida;; 89°41'3 "W, along the East -Wes 1/4 Section Line ofa 1 24, distance of 768. 0 feet;. thence run'; a distan a of 45.00 feet, ence run S8904113211E. 683.72 fe t, to the Point of .Curvature of he southwst; thence ru.I southeasterly a... aving" an: Interior angl ,of 89036'19",. a r* ,an arc le th of 46, "feet and a long a distance f 42.28 eet, to the Point of e; thence ru S00°0 '13"E, parallel with th' :tion line of said ection 24, a distance of 2- Point. of C ry pre of a curve concave to un ence r, sout esterly, along the said curve ha. angle of 26042 011, a radius of 560.00 feet, an .02 feet and 1 ng chord of S13015 I57"W, a dista... at, to the of nt of Tangency of said curve; thence:. VW, a di ante f 237.49 feet, to the. Point of,,� a cur a concave to the northwest; thence rung'.': alon the said cuve having an: interior angle of; radi of 435.00 fe t, an arc length of 66.25 feet:: cord of S30058155"W, distance of 66.18 feet, to a' rat e'of the said cu ve. and THE POINT OF BEGINNING;:' u along the said cure having an: interior angle df: dies of 435.00 feet, an arc length of 281.41 feet, ore' of S53052'39"W, a. istance of 276.53 feet, to a nature of said curve and a Point_ on.. Curvature of a to the northeast; thence run, northwesterly, along.' e having an interior sngle of 03°31'10", a radius of an arc length of 1.78 feet and a long chord of a distance of 1.78 feet, to the Point of Tangency of thence run N19055'58"W, a distance of 226.00 feet;a° 59019125"E, a distance of 115.07 feet; thence run.' a distance of 206.00 feet, to the Point of Curvature ncave to the southwest; thence run, southeast, along, ving an interior angle of 16008'24", a radius 29.0.• rc length of 8.17 feet and a Tong chord,= a distance of 8.14 feet, to a Point on Curvatur', a the POINT OF BEGIINNING; all lying and being hip 35 South ge 39 East, St. Lucie County„ -. k:g 0.9968 Acr re or less. _ RADIUS ARC TANGENT CHORD CHORD BRG ". 30.00 41.94 25.22 38.61 N 81'30'48"W 625.00 234.71 118.76 233.34 N 30'42'06"W 30.00 46.92 29.79 42.28 S 44'53'22"E 560.00 261.02 132.92 258.66. S 13'15'57"W 435.00 586.63 347.68 543.18 S 6b'15.091-W 515.00 408.55 215.71 397.92 S 81'09'36"W 30.00 47.12 30.00 42.43 N 64'55'58"W 775.00. 155.57 78.05 155.31 N 25'41'00"W 30.00 47.94 30.83 43.00 N 14'20'48"E 435.00 332.23 174.69 324.21 N 82'00'24"E 515.00 694.51 411.62 643..07 N 65'15'09"E 29.00 1.78 0.89 1.78 N 21*41'33"W 29.00 8.17 4.11 8.14 S 56'51'46"E 775.00 29.69 14.95 29.88 N 21'02'15"W 775.00 125.68 62.98 125,55 N 26'47'17"W 435.00 265.20 136.87 -261.11 N 77'35'34"E 435.00 67.02 33.58 66.96 S 80'31.40"E 515.00 204.75 103.74 203.40 587'30'12"E. 515.00 489.77 265.18 471.52 N 53*51'47.".E. _ 435.010 - 65:25 33. 19 -- 66.19 S 30'58'55"W" - 4355..00" `--281.41 --145-.83_ 276.53 S 53'52.'39"W. 435.00 238.97 122.56 235.98 S 88'08'54"W 775.00 135.62 67.98 135.44 _S 36'26'49"E 675.00 223.73 112.90 222.70 N 31'57'54"W 725.00 272.27 137.76 270..67 N 30'42'06"W- 725.00 272.40 137.83 270.80 N 30'41'47"W 675.00 253.49 128.26 252.01 N 30'42'06"W 600.00 279.65 142.42 277.14 S 1Z '1.5'57"W. 475.00 640.57 379.65 593.12 S -. 5'09"W. 475.00 447.85 242.14 431.45 S'y 2'32"W 725.00 210.30 105.90 209.57 N:..-: 4'33"W 725.00 52.10 ,._,. 31..07.. 62.08 N:' -.'23"W_ PARCEL 3 COMMENCE at the Interior a for 7/4 Section corner of Section 24, Township 35 South, .Range 39 East, St. Lucie County, Florida; thence. run S00005'13"E, along the North -South 1/4 Section Line of id Section 24, a distance of 557. 69 feet, to the westerly;; Ri t-of-Way line of Interstate 95; thence, me -Bering the said ' Righ f-Way line of Interstate. 95, run S26°31 08"W, a distance" of 508. 1 feet; thence .run 540°56'23"W, a istance of 160.74 feet; the a run S65°56'24"W, a distance of 398.47 feet; thenceS{ run S70004' "W, a distance of 85 .32 fe t, to the POINT OF t BEGINNING; the a continue S70°04'02"W, a distance. of 186.63 feet, to the P 'nt of Curvature of curve concave to the northeast; thence, eaving said right-o -way line of Interstate 95, run northwesterl along .the said curve having an interiorLl angle of 90°00'00", a adiu, of 30 O feet, an arc length of 47.12 feet and a long ch d of N64 5'58"W, a distance of 42.43 feet, to the Point of ngenc of said curve; thence run yy N19°55'58"W, a distance of 2 1 feet, to the Point of Curvature'-G of a curve concave to .the s hwest; thence run northwesterly; along the said curve havin an' interior angle of 11°30'05", a' radius of 775.00 feet, an rc len h of 155.57 feet and a long chord of N25041'00"W, a istance of 55.31 feet, to the .Point of Reverse Curvature of curve concave t the southeast; thence run`: northeasterly along; he said curve hav an interior angle of 91°33'40", a radi of 30.00 feet, ahIar length of 47.94 feet''F and a Ion, chord of N14020'48"E, a d' c ,. 43.00 feet, to the Point of Compo d Curvature of a cu concav to the southeast; j thence run, ortheasterly along th aid said wing an interior*; angle of 4055'52", +a radi Us of 4 anarc length of 265.20 et and along chord of N77035' a distnce of261.11'^. feet, o a Point on Curvature; thence run S0500313011W, a distance'. of 1 .45 feet.; thence. run S19055'58"E, adistance of 96.81feet, to the POINT OF BEGINNING; all lying and being in Section 24,':'; Township 35 South, Range 39 East, St. Lucie County, Florida;` containing 1 3000Acres, more or less PARCEL 4. COMMENCE at the 4Inter i or 1/4 Section corner ofSection 24, Township 35 South, Range 39 East, St. Lucie County, Florida: thence run 500005'13"E, along the North -South 1/4 Section Line of r'f said Section 24, adistance. of 557.69 feet, to the westerly'.l Right -of -Way line of Interstate 95; thence run S26°37108"W, along:',? the said Right -of -Way line of Interstate 95, a distance of 333.78 feet, to the POINT OF BEGINNING; thence, meandering the said Right -of -Way line of Interstate 95, continue S26037108"W, of distance of 174.73 feet; thence run S40056.'23"W, a distance of 160.74 feet; thence run S65056124"W, a distance of 398.47 feet;.' thence run S70004'02"W, a distance of 85.32 feet; thence run.# N19°55'58"W, a distance of 96.81 feet; thence run N05°03130"E, a distanceof 120.45 feet, to a Point on Curvature, of a curve) concave to the southwest; .thence run, southeasterly along the said curve having an: .interior angle of 08049'41", aradi us of < 435.00 feet, an arc length of 67.02 feet and a long chord of 580°31'40"E, a distance of 66.96 feet, to a Point of Reverse curvature of a curve concave to the northwest; thence run northeasterly along the said curve having an interior angle of 77016'03", a radius of 515.00 feet, anarc length of 694.51 feet.. and a long chord of N65015109"E, a distance of 643.07 feet, to the Point of Tangency of said curve and the POINT OF BEGINNING; all lying and being in Section 24, Township 35 South, Range 39 East, St. Lucie County, Florida; containing 1.4038 Acres, more or less... -... 1 OA 7 ANDREWS AVENUE S 89' 41 - 32" 768_20 E.osT - fyEST iy .SEc-T/ON G//✓E' S 89'41'32"E 753.31 . - 7.,. �Po �asEo P/i✓ S 89' 41' 32"E .68� POB PARCEL 1 �H PARCEL 1 -- 17.6106 Acres' } hL b PARCEL R • • 0.9968 • ' ¢¢ , 1 i.' �'a"�i3Atl i vg ji ...Ly 1 N 19'55'58"W 20.12 2 N 00'18'28"E 45.00 'i. 3 N 64'55'58"W 15.00 4 S 64'55'58"E 15.00 5 S 89'41'32"E 81.27 6 S 19'55'58"E 71.88 7 S 64'55'57"E 5.00 8 N 64'55'57"W 5.00 9 S 00'18'28"W 20.00 SKETCH OF LEGAL DESCRIPTI07 LEGAL DESCRIPTION CREATED E 0 JAM ES A, KI R SY I 1 REGISTERED LAND SURVEYOR 1919 ORANGE AVENUE P.0._e0X 1826 FT. PIERCE, FLA. 3345 (305) 464 - 9621 �c LEGAL DESCRIPTION PARCEL 'I - PARCEL 3 COMMENCE at the Interior 1/4 Section Corner of Section 24, - COMMENCE at the Interior 1/4 Section corner of Section Z'„ Township 35 South, Range 39 East, St. Lucie County, Florida; Township 35 South, Range 39 East, St. Lucie County, lorida',, thence run N89041'32"W, along the East-West 1/4 Section Line of thence run S00005'13"E, along the North -South 1/4 Section Line of said Section 24, a distance of 768.20 feet; thence run said Section 24, a distance of 557.69 feet, to the esterly S00018'28"W, a distance of 45.00 feet, to the POINT OF BEGINNING; Right -of -Way line of Interstate 95; thence, meandering he said thence run S89°41'3Z"E, a distance of 683.72 feet, tothePoint. Right -of -Way line of Interstate 95, run. S26°37'08"W,. a istance of Curvature of a curve concave to the southwest; thence run, of 508.51 feet; thence run 540056'23"W, a distance o 160. 74 southeasterly,. along the said curve having an: interior angle of feet; thence run S65°56'24"W, a distance of 398.47 feet thence 89°36 `19", a radius of 30.00 feet, an arc length of 46.92 feet run S70°04'02"W, a distanceof 85.32 feet, to the P TNT OF and a long chord of S44053'22"E, a distance of 42..28 feet, to the _ BEGINNING; thence continue S70°04'02"W, a distance of 186.63 Point of Tangency of said curve; thence runS00°05'13"E, a feet,. to the Point of Curvature of a curve concave to the distance of 281.67 feet, parallel with the North -South 1/4 northeast; thence, leaving said right-of-way line of Interstate Section line of said Section 24 to the Point of Curvature of 95, run northwesterly along the said curve having an interior curve concave to the northwest; thence run, southwesterly, along angle of 90000,0011, a radius of 30.00 feet, an arc length of the said curve having an: interior angle of 26042'20", a radius 47.12 feet and :long chord of N64055'58"W, a distance f. 42.43 of 560.00 feet, an arc length of 261.02 feet and a long chord of. feet, to the Point of Tangency of. said curve; thence run S13 15'57"W, a distance of 258.66 feet,,to the Point of Tangency N19°55'58"W, a distance of 20.12 feet, to the Point of Curvature of said curve; thence run S26037108"W,.a distance of 237.49 feet, of a curve concave to the southwest; thence run northwesterly to the Point of Curvature of a curve concave to the Northwest; along the said curve having an interior angle of it°3C'05", a thence run, southwesterly, along the said curve having an: radius of 775.00 feet, an arc length of 155.57 feet and a long interior .angle of 08°43'34", a radius of 435.00 feet, an arc chord of N25041'00"W,.a distance of 155.31 feet, to the oint of length of 66.25 feet and a long chord of S30°58'55"W, a distance Reverse Curvature of a curve concave to the southeast; th nce run of 66.19 feet, to aPoint on Curvature of the. said curve and a northeasterly along the said curve having an interior angle of Point on Curvature of a curve concave to the northeast; thence 91.°33'40", .a radius of 30.00 feet, an arc length of 47.194 feet - run, northwesterly, along the said curve having an interior angle and a long chord of N14°20'48"E, a distance of 43.00 feet to the of 16008124", a radius of 29.00 feet, an arc length of 8.17 feet Point of Compound Curvature of a curve concave to the so theast; and a long chord of N56"51'46"W, a distance of 8.14 feet, to the thence run, northeasterly along the said said having an jnterior Point of Tangency of said curve; thence run N64055'58"W, a angle of 340551520, a radius of 435.00 feet, an arc gth of distance of 206..00 feet; thence run S6.901912511W, a distance of 265.20 feet and a long chord of N77035134"E, a distance'�o 261.11 115. 07 feet; thence run S19055I58"E, a distance of 226.00 feet, feet, to a Point on Curvature; thence run S05003'30"W, a istance .to the Point of Curvature of a curve concave to the northeast; of 120.45 feet; thence run S19055'58"E, a distance of 96.1 feet, .thence run, southeasterly, along the said curve having an to the POINT OF BEGINNING; all lying and being in Sec ion 24, interior angle of 03°3111011, a radius of 29.0.0 feet, an arc Township 35 South, Range 39 East, St. Lucie County, lori " length of 1.78 feet and a long chord of S21041'32"E a distance of containing 1.3000 Acres, more 1.78 feet, to a- Point on Curvature of said curve and a Point on Curvature of acurve concave to the North; thence run, westerly, along the said curve having an interior sngle of 31028'3411, a PARCEL 4 radius of 435.00 feet, an arc length of 238.97 feet and a long P chord of S88°08'54"W, adistance of 235.98 feet, to the Point of COMMENCE at the Int.�.^b =. •o`re Reverse Curvature of acurve concave to the southeast; thence run Township 35 South, Range 39 East, St. Lucie County, for i d a southwesterly, along. the said curve having an interior. angle of thence run SOO'05'13"E, along the North -South 1/4 Section Line o 45°27109", a radius of 515_00.. feet, an arc .length of 408.55 feet said Section 24, a distance of 557.69 feet, to the esterly ' and a long chord of S81°09'36"W, a distance of 397.92 feet, to the Right -of -Way line of Interstate 95; thence run S26037'08" along Point of Compound Curvature of a curve concave to the the said Right -of -Way line of Interstate 95, a distance ol , 333.78 northeast, thence run northwesterly, along the said curve having feet, to the POINT OF BEGINNING; thence, meandering the said aninterior angle of 80006'22", a radius of 30.00 feet, an arc Right -of -Way line of Interstate 95, continue S26037' 8"W, a length of. 41.94 feet and a long chord of N81030'48"W, a distance. distance of 174.73 feet; thence run S40°56'23"W, a distance of 38.61 feet,. to the Point. of Compound Curvature of a curve 160.74 :feet; thence run S65°56'24"W, a distance of 398.47 of feet concave to the northeast, thence run, northwesterly, along the thence run S70°04'02"W, a distance of 85.32 feet; the�ce ru g. said curve having an interior angle of 21°31'O1", a radius of s 625.00 N19°55'58"W, a distance of 96.81 feet; thence run N05°03'�130"E, feet, an arc length of 234.71 feet and a long chord of distance of 120.45 feet, to a Point onCurvature, of N30°42'06"W, a distance of 233.34 feet, to the Point of Tangency concave'. to the southwest; thence run,. southeast erly al�ngcury dti of. said curve; thence run N19°56'35"W, a distance of 100.87 feet; said curve having an: interior angle of 08049'41", a radius 6 thence run N70004'02"E, a distance of 459.41 feet; thence run 435.00 feet, an arc length of 67.02 feet and a long c ord o, N25°04'02"E, a distance of 226.43 feet; thence run N00018112811E, a S80031'40"E, a distance of 66.96 feet, to a Point of vers" distance of 405.04 feet, to the POINT OF BEGINNING; all lying and curvature -of -.a curve concave to the northwest; t' rue being in Section 24, Township 35 South, Range 39 East, St. Lucie northeasterly along the said curve having an interior:, a o-,- County, Florida;. containing 17.6106 acres, more or less. 7701610311, a radius of. 5.15.00 feet, an arc length of 6 ' -;fee'. and a long chord of N.65°15'09"E, a distance of 643.07lo t' `�ING:- - the Point of Tangency of said curve and the POINT Of all lying and being in Section 24, Township 35 South,( a 3 PARCEL 2 East, St. Lucie County, Florida; containing 1,4038 Acre: less. COMMENCE at the Interior 1/4 Section Corner of Section 24, Township 35 South, Range 39 East, St. Lucie County, Florida; thence run N89041'3211W, along the East-West 1/4 Section Line of said Section 24, a distance of 768.20 feet; thence run S00°18'28"W, a distance of 45.00 feet, thence run S89041'32"E, a distance of 683.72 feet, to the Point of Curvature of a curve concave to the southwest; thence run, southeasterly along the said curve having an: interior angle of 89036119", a radius of 30.00 feet, an arc .length of 46.92 feet and long .chord of 344052'22"E, a distance of 42.28 feet, to the :Point of Tangency of said curve; thence run S00°05'13"E, parallel with the north South 1/.4 Section line of said Section 24, a. distance of 281.67 feet to the Point of Curvature of a curve concave to the northwest; thence run, southwesterly, along the said curve having an:. interior angle of 26042'20", a radius of 560.00 feet, an arc length of 261.02 feet and a long chord of S13°15'57"W, a distance - of 258.66 feet, to the Point of Tangency of said curve; thence y^ run S26°37108"W, a distance. of 237.49 feet, to the. Point of Curvature of a curve concave to the northwest; thence run, ti -� 'i S`�'�'�• southwesterly, along the said curve having an: interiorangle of;- 08*4313411, a radius of 435.00 feet, an arc length of 66.25 feet and a longchord of S30°58'55"W, a distance of 66.18 feet, to a Point on Curvature ofthe said curve and THE POINT OF BEGINNING; thence continue along the said curve having an: interior angle of 37003'56" a radius of 435.00 feet, an arc length of 281.41 feet .and a long chore of S53°52'39"W, a distance of276.53 feet, to a Point on Curvature of said curve and a Point on Curvature of a curve concave tothe northeast; thence run, northwesterly, along irr the said curve having an interior sngle of 03031'10", a radius of 29.00 feet, an arc length of 1.78 feet and a long chord of °.." - N21°41'33"W, a distance of 1.78 feet, to the Point of Tangency of - said curve; thence run N1905515811W, a distance of 226.00 feet; thence run. N69019125"E, a distance of 115.07 -feet; thence run S64°55'58"E, a distance of 206.00 feet, to the Point of Curvature of a curve concave to the southwest; thence run, southeast, along ,.; the curve having an interior angle of 16°08'24", a radius 29.00 feet, an: arc length of 8.17 feet and a long chord of. S56°51'4611E, a distance of 8.14 feet, to a Point on Curvature of = said curve and the POINT OF BEGINNING; all lying and being in Section 24, Township 35 South, Range 39 East, St. Lucie County, � f. Florida; containing 0.9968 Acres, more or less..'" ads' CURVE ,` _TANSENT'� 6" CH�oFICI BRG'- 1. 80*06*22" 30.00 41,94 25.22 "61 N 81'30'48"' 2 21'31'01" 625.00 234.71 118.76 _ =.34 N 30'42'06" 3 89*36'19" 30.00 46.92 29.79 `'.28 S 44'53'22"E 4 26'42'20" 560.00 261.02 132.92 r66 S 13'15'57"W 5 77'16'03` 435.00 586.63 347.68 ._18 S 65'15'09"W 6 45'27'.09" 515.00 408.55 215.71 3 ':92 S 81'09'36"W 7 90*00,001, 30.00 47.12 30.00 42.43 N 64'55'58"W 8 11'30'05" 775.00 155.57 78.05 155.31 N25'41'00"W 9 91'33'40" 30.00 47.94 30.83 43.00 N 14'20'48' 10 43*45*32" 435.00 332.23 -174.69 324.21 N 82'00'24"E - '11 77'16'03" 515.00 694.51 411.62 643.07 N S5'15'09"E `'d2 3'31'10" 29.00 1.78 0.89 1.78 N 21'41'33"W r 13 16'08'24" 29.00 8.17 4.11 8.14 S 56'51'46"E -.. 2'12'34" 775.00 29.89 14.95 29.88 N 21'02'15"W 15 9'17`30" 775.00 125.68 62.98 125.55 N 26'47'17"W _16 34'55'52" --8-'49'41" 436.00 265.20 136.87 261.11 N 77*35*34" i17 435.00 67.02 33.56 66.96 S 80'31'40" 18 22'46'45" 515.00 204.75 103.74 203.40 S 87'30'12":- -19 54'29'18" 515.00 489.77 265.18 471.52 N 53'51'47" -20 6'43'34" 435.00 66.25 33.19 66.19 S 30'58'55".- .`21 37'03'56" 435.00 281.41 145.83 276.53 S 53'52'39"; 22 31'28'34" 435.00 238.97 122.58 235.98 S88'08'54"'' 23 10'01'34" 775.00 135.62 67.98 135.44 S 36'26'49" '24 18'59'25" 675.00 223.73 112.90 222.70 N-31'57'54". -.25 21*31*01" 725.00 272.27 137.76 270.67 N. 30'42'06" :26 21*31'39" 725.00 272.40 137.83 270.80 N 30'41'47"W - 27 21'31'01" 675.00 253.49 128.26 252.01 N 30'42'06" F'. 28 26'42'20" 600.00 279.66 142.42 277.14 S 13'15'57"'` '.29 77'16'03" 475.00 640.57 379.65 593.12 S 65"15'09". 30 54'01'16" 475.00 447.85 242.14 431.45 S 76'52'32" ,31 16'37'12" 725.00 210.30 105.90 209.57 N28'14'33" 32 4'54'27" Ajitift,00 62.10 31.07 ' 62.08 N 39'00'23" SKETCH ""IFFLEGAL DESCRIPTION LEGAL SCRIPTION CREATED JAM ES A. KI R EY REGISTERED LAND SURVEYOR 1919 ORANGE AVENUE PO. -FOX 1826 FT. PIER E, FLA. 33450 (305) 464 - 9621 q��� 1xy ry. ^ x " v w - "sg r p g + 2 3 i n i T 4 4 # a; /4 � x e p er=. £° F� `'� -rr` ;� h's�� u.�m�4ww•u. ;'r � .�.. li��"'4 i"i.: ��, 4, I} NSTRUC I T 'I ON PLANS AND SPEC t F I FOR CATIONS �j it LOCATED IN SECTION P42 TOWNSHIP 35 Soo RANGE 39 OF t. ` t $ N $� tG 3 4'r ' r. . • .. a } I. , r, .wN. � � . �. t .. r ."1. vi. .,I I?.jr, . i4 ... .t ° ...#a' .. ♦....... n � ♦ r t. . .0 t •: hu, ,d Y.: Eo W J O COVER SHEET PLAN - 2120.321PF: 87151 1501 fi m m 2 0� O p = 3' S in M �,..I 'I N 70'04'0 4co 0 `` S Im z 0 0, l o I Kiel N Q J N N n J i O O i- F LINE BEARING DISTANCE 1 5 6405515811 E 15.00 =, 2 S 19055158" E' - 73.50 3 N 34017136" W 80.88 1 =4 0 4 N 27006154" W 46.75 5 S 89041'32" E 74.88 d 6 N 83022'06" W 14.8$ N 7 S 19055'58" E 2.57 R 8 S 34017'36" E 5.01 9 S 83022'06" E 81.56 10 N-'89054'47" E 83.00 11 N 19056'35" W 100.87 12 -N 19055'58" W 20.12 13 N 69019'25" E 115.07 CURVE DELTA RADIUS ARC v 1 45000'00" 65.00 51.05 2 80006!22" 30.00 41.94 N 3 91033'40" 30.00 47.94' „ 4 90000,001, 30.00 47.12'' 5 02012'34" 775.00 29.89` 6 04054'27" 725.00 62.10 7 16037'12" 725.00 210.00 0 8 03031'10" 29.00 1.78 N 9 05045'44" 475.00 47.77 10 16008'24" 29.00 8.17 s 11 08043'34" 435.00 66.25 12 89036'19" 30.00 46.92 _ 13 09017'30" 775.00 125.68' N 14 08049'41" 435.00 67.02 to 0 rn MANUFACTURERS' OUTLET CENTER ST. LUCIE COU HORIZONTAL CONTROL on IN _®1 _®1® _l® mm ,IM IIIIMM DESCRIPTION FIEM DRAWN BY: T L. J CHECKED BY: 2� DATE, APRIL /988 JOB NO. 87- /5/ LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CONSULTING ENGINEERS, PLANNERS 8 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 20S JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 334SO DR. NO 87- /5/ - 02 SHEET 2 OF 2/ N 25*04'02"E 29a.20 `g LV_ . 0 101 15' R TY 9 N s P) s 0 N \N �A- 257.57 _�95. N 25'04'02'E 353.39 _0M :r N 250 04'.` 02" E 200.9'. N 250 04' 02 E 129.60, - L16 S 25° 04' 02" W 171. 2' 10 S 250 04'r 02" W - 200.0' pX C S 25'04:'-02"W 513.44 � 61.60 1- 64.64 59.64 �59�. 6-4~ 59.64 �`- 59.64 m LINE BEARING DISTANCE00wA--4 y 1 S 64055158", E 15.00 CID y 2 S 19055158"`'E 73.50 m ° " 3 N 34 7 1 36 W 86.75 m y 4 N 27006'54" W 46.75 '� 5 S 89041132" ♦E74.88 !� y 6 N 83022106 �� 14.88 v, y 7 S 19°55158" E 2.57 m m m' m g c a 2 S 34 17r 36 E 5.01 m m m m 9 S 83022106" E 81.56 m c: a. - 10 N 81054147"'E 83.00 m (n Ul ccnn Ul 11 N 19056135 W 100.87 J Im U c Ul u` 12 N- 19°55'58 W 20.12 -1 / m m_ m m 13 N 69019125" E_ 115.07 Y Q1 0 m m m m 14 N 14°55'58° W 15.00 ID ro ru N 15 S 64055'58" E 15.00 m ro' m. N' m 16 N 64055'57" W 5.00 a s o 0 0 0 17 S 64055'57" E 5.00 Ul m_ Ul CURVE DELTA RADIUS ARC ro m _ rn 1 45000'00" 65.00 51.0 w m 2 80006"22" 30.00 41.9 o m' 3 91033'40 30.00 47.9 0 4 90000,001, 30.00" 47.1 o N 5 02012'34 775.00 29.8 6 04054'27" 725.00 62.1 7 16037'12" 725.00 210.0 8 03°31'10" 29.00 1.7 9 05045'44 475.00 47.7 64.6a ss.6a 5s:6a 59.64� 10 16008'24" 29.00 8.1 � Nrrr25'oa'o2 E 24356 11 08043'34 435.00 66.2 12 89036'19 30.00 46.9 13 05017'30" 775.00 125.E 14 08049'41 435.00 67.0 C-10 a -- �'- <- S. 260 37'08" W. 23749' .. C-11 9 S. 260 37'08" W. 237.49' °_° PETER'S. NOTE: 174.73' 1 33:3.78' HORIZONTAL CONTROL PREPARED BY: S. 26° 37'08" V1Y`, 508.51' JAMES A. KIRBY III , R.L.S. MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNT HORIZONTAL CONTROL T" AI FIELD: '- D AWN BY: J. C. C'ECKED BY: TE: APRIL 1988 DATE BY DEKOPTION` VI'S13N B NO. 87- 151 SEAL Ji .« ".ka t,w.Ke LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA., 33450 SCALE, I" = 5v DR. NO: 87- 151 - 03 $MEET 3 Of 21 MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY G C C. DU ON M PSTE R PAD SEE _DETAIL mar AREA�:F„ D�QY " (TE1VT}EiN` ,o 1 FINISH F OOR EL. 22. SUBBASIN 5 rye. r a add a`11i a alaagla l.11dlllll Bll Ii III I I l I I ILI- I OKEECHOBEE ROAD DRAINAGE AREA MAP DATE BY DESCRIPTION REVISION FIELD, DRAWN BY. R. ✓. CHECKED BY: mA DATE: APRIL 1988 100 NO, 87- 151 SEAL ANDREWS AVENUE ------------------------- LEGEND 00000000 SUBBASIN BOUNDARY LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 0 CONSU LTING ENGINE E RS, PLANNERS SURVEYORS 10 CENTRAL PARKWAY 1901 SOUTH 25TH STREET PO BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497)FIT PIERCE, FLORIDA 33450 SCALE: / 50 DR. N0: 87- 151 -U4 4of 21 e MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY DRY RETENTION AREA F.. M rya 101111 IN r • 5EL. 22.20 SU'BBASIN co 1 KEY MAP ti • �'\ 5 0 • — ti��ti`9 ry�aa �,�a ry�p •`o,� - r _� __ ��°ab \ LEGEND D ti • \� H H H I H H( 0 9 O\ 'l \ ••••...• SUBBASIN BOUNDARY 11 °°,h� °� ,ti •i •b° i'AS 4 I I l I I d I I I I _l � / �'. - � 'L o i. \ 01 10 4 • 0 :. / p� ', pro � \ ,I .�' a `- C) 1 0h • G � > 0 I Y tioffio • • � \ ,,� � • of y,-" I �, '>� - • * • p LAKE 2 • .�/ \\` ,Yv�� �IIBB•• o / •••• CONTROL EL. 15.0 ��� ��, \� ••� •••• till Ptills • _n .. £7NTlON AREA�G _ . __ __ ••• SUBBASfN--7— •• ••• PETERS ••• _. - - r ••• _ LJ •• •i-••-•.•.••••••••••••••000000000•-.0000000090090•9900•0900900640•• P DRAINAGE AREA MAP DATE BY I DESCRIPTION REVISION FIELD. L DRAWN BY: R.J. CHECKED BY: )i A DATE. APRIL 1988 lOB No. 8 7 - 151 SEAL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 Q i9 CONSULTING ENGINEERS, PLANNERS&SURV.EYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA'33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SNEET 5 O/ SCALE I" = 50 DR NO, 87-151-05 21 G n S.R. 70 PAVING SPECIFICATIONS SURFACE: MATCH EXISTING TYPE AND DEPTH OF ASPHALT ON STATE ROAD 70 2" MINIMUM RIGHT PRIMER: TURN LANE, A PRIME COAT OF SS-1H EMULSIFIED ASPHALT SHALL BE APPLIED AT A MINIMUM RATE OF 0.10 GALLONS PER SQUARE YARD. BASE: BASE SHALL BE 8" LIMEROCK OR CEMENTED COQUINA SHELL MATERIAL, COMPACTED TO 98% OF MAXIMUM COURSE. DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180, AND EXTENDED 6" BEYOND THE SURFACE COQUINA SHELL TO BE PIT CERTIFIED. SUBGRADE: SUBGRADE SHALL BE STABILIZED 12 THICKNESS OF GRANULAR MATERIAL, EXTENDED 12" BEYOND THE BASE, HAVE A MINIMUM 40 PSI L.B.R. AND BE COMPACTED TO 98% OF MAXIMUM DEN- SITY AS DETERMINED BY A.A.S.H.T.O. T-180. SUBGRADE SHALL BE THOROUGHLY ROLLED IN ITS ENTIRETY WITH A MULTI -RUBBER TIRED TRAFFIC ROLLER BEFORE ANY FIELD INSPECTION IS MADE. SHOULDER: TO BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. SECTION 120. SEED AND MULCH IN ACCORDANCE WITH F.D.O.T. SECTION 570. SOD ALL SLOPES STEEPER THAN 4H:1V IN ACCORDANCE. WITH F.D.O.T. SECTION 575 (1982 EDITION). STRIPING: SHALL BE IN ACCORDANCE WITH F.D.O.T. SECTION 711(THERMOPLASTIC). NOTE: 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY CODE AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 1987 EDITION. 2. THE CONTRACTOR MAY SUBSTITUTE THE SUBGRADE ABOVE BY PROVIDING A 12" BASE ALTERNATE (DOUBLE COURSE) ON COMPACTED SOIL, IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. SEE SHEET 9 FOR ADDITIONAL NOTES ON PAVEMENT MARKINGS MATCH LINE STA. 2+00 (SEE SHEET 7) RELOCATE l0 av EXIST. STOP SIGN R/W EX/Sr POWER 4POLE _T 4�_" /57. C. M.P EXIST. C.M.P OR 202 EX/Sr 0 2' PAVED SHOULDER EXIST. SIGN(rrP) ^- 1 _=� ----- — --- — CONS 24'STOP 2a?�J BAR . Ex/sr. PAv'r. 3Oy' 110 CoNTF �— RA IUS- - I Y � 22/ �EXIsr INLET GRASS ISLAND I /2' 30400 4 SOLID WHITEr POWER POLE(TO BE RELOCATED) �Rx END OF L.A. R/W LINE STA.31+ 26.20 K % 't SOLK #Hilt STA.I+00 100' /2 PAVED SHOULDER 180 A0 S TO RAGE EX/ST. WATER VALVES TAPER 4 4 SAWCUT 8 MATCH EXIST. 1 144 4°SOLID f 22 WHITE 4°WHITE 6' 10' ✓ \ tJ /EXIST PA✓'r SKIP IOO'C 22.5 ROL� 22.7 —JI/— �— RAD �— � 22.5 �1 .�� f, GRASS ISLAND 07 ILa! 4°WHITE 6I 10 / 36f.J 4' SOLID WHITE SKIP( BY OTHERS) ex/sr. Pav'r. (!�Y OTHERS ) MANUFACTURERS' OUTLET CENTER R/W I O KEECHOBEE S. I R. 70 I \I _ L 1 ORIGINAL f OXEECHOSEE ROAD STA.0+00 (ENTRANCE RD.) STA. 30+77 (S.R. NO. 70 ) PL A N SCALE I 50' S.. R. N0. 70 INTERSECTION- IMPROVEMENTS K L.A. R_Lt 317 OF PAV T. 4' PAVED SHOULDER 2.5. L N 0 N 22.9 LI�FXISr. INLEY XISr. PAv'T. NOTES: I. SIGNS, STRIPING 81 REFLECTIVE PAVEMENT MARKERS SHALL BE APPLIED/INSTALLED ACCORDING TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION) 9 FD.O.T. INDEX NO. 17346 1987 EDITION. 2. TOPOGRAPHICAL AND SURVEY DATA PREPARED BY JAMES A. KIRBY III, P.L.S., 464-9621 n411.2 DRAWN BY: G.V. P CHECKED BY: 7CA DATE, APRIL 1988 JOB NO. 8 7- 15 1 SCALE FEET 50 0 50 100 1 90 LEGEND - PROPOSED PAVEMENT - EXIST. PAVT. TO BE REMOVED 21.5 -EXIST ELEV. �250 - PROPOSED ELEV. -FLOW DIRECTION ANDREWS AVENUE — - - __--_-_— __--__- I�1 a ill I ,I II I I i 1 1 pD KEY MAP LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY �!�, CONSULTING ENGINEERS, PLANNERS & SURVEYORS �`OJ, 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET PO. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 33466 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: I = 50' OR. NO: 87- 1 51 -06 SMEEt 6 O/ 2I ST. LUCIE COUNTY DATE BY I DESCRIPTION REVISION SEAL i MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY v:1 mm CONCRETE DUMPSTER PAD Ei SCREEN ENCLOSURE(SEE ` ARCH, PLANS) Q• RKING 5.. ` ISM S IL 3% 2% (MAX. SLOPE)3 3(1 A DEPTH VARIES SLOPE) t q SECTION D D l q L. 17.4 5' 1 D EL. 16.6 a. Q• rA er , 1 RESERVED i • • PARKING Frwsw FLOOR EL. 22.41) clSIDEWALK (SEE ARCH. PLANS) Io' o8'(TYP ALL HANDICAP ACES) ior — 14.50 m 1 NST. 113 L 1 OKEECHOBEE ROAD GRADING, PAVING AND DRAINAGE PLAN 15 L. 0. 246R.C.P 0.20% '" _ RY RR `TEN: T A 1 \ A 2�5 „LI \ Z �� CC71ST " PERF thAtW tea. S CB ,I j 17.00 `W. ,, r 5 E.14.S6 / 1,90 / i i f DESCRIPTION REVISION FIELD. 1 A f n DRAWN BY: T J. CHECKED BY: DATE. APRIL /988 Joe NO. 87- /5/ SEAL SCALE FEET i0 0 50 100 LEGEND e PROPOSED GRADE ELEVATION 0 —� PROPOSED DIRECTION OF FLOW EL. 190�-- EL. 16.0---- PROPOSED DRY RETENTION AREA TOE OF SLOPE TOP OF BANK EL. 19.0 EL. 15.0--� PROPOSED LAKE EDGE OF WATER TOP OF BANK CB#I STRUCTURE NUMBER 17.00 RIM/GRATE ELEVATION W.16.00 INVERT ELEVATIONS S. 14.50 RESERVED PARKING UJ 12" x 18 R7-8 TRAFFIC SIGN SIZE REFERENCE NO. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES EXISTING CONTOURS i NOTE: ALL INLETS ARE TYPE "E° LINDAHL, BROWNING, FERRARI & HELLSTROM, INC 'tad ; CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: / 50 DR. NO 87- /5/- /0 SHEF7 10 Of 2 / ANDR CB# 7 17.50 CONST, 281 L.F., 44A.D.S. PERF. DRAIN TILE W/SOCK CO 0.0% S.14.50 DRY RETENTION AREA F 5 ° ^ C$yrriMA e�i 3e lx 9 I� 8" 8 °e9:• 5 8 \ SIDEWALK(SEE ARCH. PLAN ) ` 12"x 18" CONST. 317 L.F R7-8(TYP ALL HANDICAP SPACES) �q 24ir R.C.P. (D 0.{ % } �I rr al _ ....°.. fir.. .. (' .. .. •.r; � _ i�.:. 1 RF CO NST. 227 L.F.1 m 24" R.C.P ' N 0.07 /o I € k3 X i �� ,R7-8 REFERENCE NO. MANUAL "' ig'!irGP ir3' xY ON krN .• CONTROL E # K A7 ,616 EXISTING CONTOURS '' iE x v' V. Co ST CONTROL STRUCTURE .;� / �: e e - r DETAIL SHEET 12) Ow _12 f µ(IcE X n. \�\ ¢ ` �� riuµ7 S♦r �4 ',�i� b(�1'N. Y���TTft W'1i%x✓ � KEY MAP177 avr 6TN"C� .� „!CB#4 rn_,� LiJ 17.00 I N. I . W. 14. 0 PETERS S.11. LJ GRADINIG� PAVING AND -_® OUTLET CENTER DRAINAOt r. PLAN -- I10, CONST. EASE MENT 100' R/W (SEED, MULCH 8 FERTILIZE WITHIN THESE LIMITS) 68' 12, 24' 10' 1 24' 31 STA .2+00 STA 2+00 (STA 0.12 EL 21.29 EXIST. EL.190) EL20.12 J 8' I , 8' PG.L. PG.L. EL. (-)0.48 L.(-)1.17 EL.(-)0.84 EL.(-)0.48 EL.0.0 EL0.0 EL(-)0,81 2' SOD 2 SOD % SLOPE ` V2•/ FT. S %SLOPE 2 2 EL_(-)1.7 6° 6" RAISED STABILIZE TO FBV 50 PS.I. 6 HEADER 1.1/2" MODIFIEDYPE S-1 ASPHALTIC CONC. CURB NOTE: SLOPE TO MATCH EXISTING 6" LIMEROCK/COQUINA BASE OR GROUND(4H:IV OR LESS) ROADWAY SECTION 8" DENSITY HA BASE IF. B.V. 75 MAX.DENSITY SHALL BE �8% OF AX (8.93 1 aD STA. 2+00) PER AASHTO T-180 i ENTRANCE ROAD 8" STABILIZED SUBGRADE F.B.V. 75 P DENSITY SHALL BE 96 % OF MAX. PER AASHTO T-I80 S.R. 70 INTERSECTION TO STA. 3+40 100' R/W (SEED,MULCH 8 FERTILIZE WITHIN THESE LIMITS) 101 18' 8' 241 IOI 121 CONST. EASEMENT 1 191 STA, 7 90 � E L . 20.) 90 14 EL. (-)0.81 EL. (-) I .I 2%SLOPE u 661--j 6° RAISED 12' HEADER EXIST. EL.19.0� ~---� CURB (STA. 7+ 141, E L. 2171 / E L. (-) 0.48 PG. L- EL. 0.0- ---� 2' SOD STA 74-14 ROADWAY SECTION NOTE: SLOPE D( MATCH EXIST ENTRANCE ROAD GROUND (4V : I H OR LESS) ( 5.25 : I cil STA. 7+ 14 ) STA. 4+08 TO STA. 7+14.42 EL. (-)1.2 d m 20, PG.L. I EL.0.0 EL.(-)0.48 2' SOD EL.( )0.81� 2% SLOPE 1/2•/FT. �EL.(-)1.1 ` STABILIZE TO F.B.V. 50 ES.1. 1•1/2" MODIFIED,TYPE S-1 ASPHALTIC CONC. 6" LIMEROCK/COQUINA BASE OR 8" SHELLROCK BASE FB.V. 75 PS.I. DENSITY SHALL BE 98*16 OF MAX. PER AASHTO T-180- e" STABILIZED SUBGRADE F.B. 75 PS.L DENSITY SHALL BE 98 % OF 'MAX. PER AASHTO T-180 80' R/W (SEED, MULCH & FERTILIZE WITHIN THESE LIMITS) , I` , EL. (-)0.36 2' SOD 1/2"/FT. 2% 6" 6" TYPICAL SECTION PETERS ROAD I STA. 1 15+731 EL . 21.09 EL.(- PG.L. EL.0.00 LSO 29'e SLOPE tlelFT. 'L SWALE 3' 3' 8' �STA.115+73�� EL. 20.40 I EL(-)0.6 EL. (-) 1.2 STABILIZE TO F.B.V. 5 PS.I. L L 1.1/2" MOOIFIED,TYPE S-1 ASPHALTICI CONC. 60LIMEROCK/COQUINA BASE OR e" SHELLROCK BASE F•B.V. 75 PS.I. DENSITY SHALL BE 96% OF MAX. PER AASHTO T-180 8" STABILIZED SUBGRADE F.B.V 75 PS.L DENSITY SHALL BE 98 % 00 MAX. PER AASHTO T-180 NOTE: SLOPE TO MATCH EXIST. GROUND(4V:IH OR LESS) EXIST EL. 18.5 LS_ (4.21 : I QD STA. 115+73 ) 10' 40' 1 20' 1 40' 1_ 20' VE I PARKING I DRIVE 1 PARKING I DRIVE 11%O SLOPE I I 1% SLOPE I e:•:.'•.',' e;.: o' :• a%:: e' °.00'e,e: f. s I" TYPE S-1 ASPHALT 6. LIMEROCK OR COQUINA BASE 811 STABILIZED SUBGRADE PARKING SECTION A -A 20' 10' 1 10' 1 40' 1 45' PARKING DRIVE PARKING DRIVE s" I% SLOPE 2% -177 ' • 1 .. P, ,' e'.' y. , :.f' .: • :off'. . I" TYPE S-1 ASPHALT 6" LIMEROCK OR COQUINA BASE 8" STABILIZED SUBGRADE PARKING SECTION B-B w r 0 PAv r. 1/4" HIGHER WHERE PAVT. MEETS CURB 1/4" TYP- o �- I =�•' i?�Oj Rn 21 -o„ TYPE "F" CURB 6" PAV'T. 1/4" LOWER WHERE PAV'T. MEETS CURB p 1 10 -; _� 9 .�l>• •moo. �f�- h 8'• 21_DI1 MODIFIED TYPE "F" CURB rt--- I-#5BAR. F--- rt- PROPOSED PAVEMENT (CONT.) 3" i PROPOSED EDGE SURFACE COURSE OF PAVEMENT `4- 17"X "STD. FLUSH HEAD R CURB W V LENGT P.C. TOP.T. cF W2 W -SUBGRADE PLAN SECTION "A -A" FLUSH HEADER CURB DETAIL N.T.S. MANUFACTURERS' FIElD1 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY ? 0 jgn OUTLETCENTER DRAWN BY: T. L.J. - CONSULTING ENGINEERS, PLANNERS 8 SURVEYORS GRADING, PAVING A'ND DRAINAGE DETAILS CHECKED BY: 1%� 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET 1D [o P.O. BOX 727 SUITE 420 SUITE 205 DATE: APR I L 1988 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 ST. LUCIE COUNTY DATE BY DESCRIPTION REVISION JOB NO. 87-151 SEAL SCAIE: AS SHOWN DR.N01 87-151-12 SME"ET 12 Of 91 2 o' „� .. MAINTAINED 1 WATER EL. 15.0 — 1 CONCRETE COLLAR I 7( SEE REINFORCING DETAIL ) C. M. R C. M. P. BAND PER SPECIFICATION NOTE: COST OF CONCRETE COLLAR SHALL BE INCLUDED IN 1 •'' PRICE BID FOR PIPE. (TYP. ALL OUTFALLS) CONCRETE COLLAR ASSEMBLY B CONC. �E O.P q A CONTINUE FLUME 5' 9 I-6 9 PAST TOE OF SLOPE r-5' WIDE SOD EACH I I SIDE OF FLUME I VARIES M I N. 0.5% SL I � L B SECTION B - B FLUME DETAIL 1 20, MAINTENANCE EASEMENT (IFF EVER PLATTED) I 1 I61 4 20' MAINTENANCE EASEMENT IIF F\/P7P PI OTTFnl CONTROL S—O" 9 I 6 ttII 913 SECTION A -A VARIES " '+ FOUR-*3 DOWELS ( 1' - 6" ) ,••S�. , y" C.M.P. CONTINOUS LOOP OF 0*3 ,�,'.'..: • 1 • ', ;'� • `,:<•,.• REINFORCING STEEL ( 2 REQUIRED ) CONCRETE COLLAR REINFORCEMENT (NOTE: SEE RETENTION AREA DETAIL) µ -- 3u AtiG�h OF TOE OF SLOPE J1. 6 LAKE 3 SECTION VARIES 15' FLOW CHANNEL (WHERE SHOWN) LAKE 1 i 2 SECTION MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY 1/2" {' B 4.75' TYP. r4.75 0 TYP. I� p `PPS A A IL CONTINUE FLUME 5' 9 1'— 6" 9 PAST TOE OF SLOPE __5' WIDE SOD EACH SIDE OF FLUME VARIES MIN.0.5%SLOPE L — _ B SECTION B - B PLAN s,101 2 V 2" x 1 /4" ANILE WITH 3/16" x 1 x 66" S WELDED AT 6" 0. C. FLUME DETAIL 2 SECTION A -A km-lal*i (NOTE: SEE RETENTION AREA DETAIL) I �FtiC 5 rh of S� Op 41 4 TYPE INLET NAN NBN NCN NDN 15.65 C 2 -4 3 - 0 2' - 0" 3' - 1" 235 LOS. 35.23 E 3 -4 1 4 -4 3- 0 4- 6 465 LBS. 58.20 H 3 -4 6- 6 3- 0 1 6- 7w 1 725 L8& IIAII 3/4" HAMFERED EDGES AT EXPOSED CORNERS "C" 4 • • •c 811 CONCRETE V ALL FORMEd IN PLACE OR 4 PRECAST W/NO. 4 BARS o �Q AT 12" 0. C. E. W. CROSS SECTION NO. 4 BARS AT 12" 0. C. E. W. GRADING, PAVING AND DRAIN -AGE DETAILS LONGITUDINAL SECTION STORM INLETS DATE I BY DESCRIPTION REVISION 5 TOE OF SLOPE 5' 3" 'CAST IRON GRATE -STANDARD WLET COLLAR WITH NO. 5 BAR CONT- 1/2" PLASTER REQUIRED ON BOTH SIDES OF INLET AROUND PIPE M k DRAWN BY: G. V. P. CHECKED BY: DATE: APRIL 1988 JOB NO. 87- 1 51 SEAL 51 4' VARIF, DRY RETENTION AREA DETAIL (ALL RETENTION AREAS EXCEPT AS NOTED) 24" R.C.P. EL_10.50 EL. 18.0 D. Y' 0.4' CIRCULAR �• BLEEDER EL. 15_0 d I u. 24„ R.C.P oe EL. 13.40 a, 1 I I I I .ro SECTION A —A EL. 18.80 9 .- O" 6'- 7" EL I8.80 rA GRATE - " L5'WIDE WEIR "6C.'' EL . 18.0 N.G.V.D. 0. 0.4'CIRCULAR BLEEDER e EL. 15.0 N.G,V.D. 15.0 "8„ 24 R.C.P. 13.40 14, 24" R.C.P. I I / 24" _T }-- R.C.P. EL.10.50 I \ b" EL.10.20_ SECTION NOTE: FOR ADDN'L. INFO. LN-A CONTROL STRUCTURE SEE D.O.T. INDEX 201 TYPE H INLET LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 0 ;1v CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: N. T. S. JDR.Na 87 - 1 5 1- 13 SHEET 5 OF 213 OF 2 1 I III I CONST 8" G.V. S- 3 CONST STUB EI PLU (2) CONST. INV. EL. ,0.26 JrLF O STj 0 40L.F-8° - " I'P.V.G a CONST SAN.:M.H. # 7 RIM EL. 20.98 n S. 'INV. EL. 11. 18 E. INV. EL. 1,0 00 N i W. INV. EL 10,10 N. INV. EL. ''10; 10 A' r' r I i L e 0 12 0 0 CONST SAN. M.. # 8 2, RIM E L. 2L 24 ' � N - S. INV. EL-: 11.91 ,a N. INV. EL-: 11-81 ' or L n e 0 �o 0 L r- CONST. SAN. M�H. #9 RIM. EL. 20. 54 ' E. INV EL. 12.77 N. INV. EL. I .qr MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY CONST. PLUG' 812" BLOW -OFF S-2 CONST. PLUG d 2" BLOW -OFF POINT OF SERVICE FOR .CONST. 20 L.F.'-8" PV.C. FIRE SPRINKLER SYSTE ,,CONST. 8%8 TEE CON ST8" G.V. CONST Z-II.1/401 BENDS' - DOUBLE CHECK. 5DU PSTER P BURY LINE EL. 20.5 VALVE ASSEMBLY (BY OTHERS) 0 S . F. A S M L (P I T _ CONST.350L.F-13'P.VG �D 0.40% C a 5 26, 50r 5 5d 5d '•T P8, 2" METER( Y OTHERS) TYPICAL 25 BAY 451 5" CONST (2-8"G.V. 8" P.V.C. W.M. Lr I Ir CONST. 8" TEE - _ _ CONST. SAN. M.H. #10 - ' E. INV. EL. 14�4 CO ST. 293E _ W. INV ''EL. 13.94 6" SAN, SERVICE CONST. F H. ASSEMBLY C NST. B r% 8% 6" TEE CONST. 8"K 8" T E E CONST 8°CHECK VALVE CONST ,SIAMESE CONNECTION CONST. 8 G.V. CONST. B" P.V.C. FIREMAIN I I e„ P.V.C4FI_REMAIN ST 300 L:. - 8 P V. C."CD 0.40'/0 5 a 3 50I 50' I 501 I 50' NST. SAN. M.H.# 6 M. EL. 20. 0 I NV. EL 8 50 INV. EL.B. 0 �9 c% I I F i s� I PARCEL 2 IR DEFLECT W.CLE�M. TO � STORM STRUCTURE •(TY ) I RS i N5p S' 9 PV C. V. C. ,. 0 C I I! INV. EL 16.30 ' / 'Al I PARCEL 1 / CONST. 6" SAN. SERVICE Imo` 60L.F. PVC I 8 P�OV.C. W.M. I A / ONST. SAN. M.H. # 11 IM EL.2 . I E-L. — — — W. INV. EL, 15.60 — — — — — — — — — — LAKE T I� II NOTE: NO POTABLE WATER USE IS TO BE ALLOWED FROM TH E CONST 8' G.V. I FIRE LINE. 100 CONST. 140 L.:- CONST. L.F. -12" PVC: 12° P .C. W M. CONST. 12 x l2, x $ TEE el-REMOVE EXIST . PLUG C NST 12° G.V. S-I L CONST 12 G.V. r I I I C J U h SCALE- FEET 50 0 ' 50 100 LEGEND S-1 SAMPLE POINT 9 NUMBER 1 SINGLE SANITARY SEWER SERVICE WATER UNDER OKEECHOBEE ROAD WATER DISTRI13UTION AND SEWAGE COLLECTION SYSTEMS PLAN � r r . ✓..,. ... .. n P:.v r. MU. r!fl'..Lt . I ad I,....... 1 f....M :x�.u,L%ut_v i I ! tiI F11ELD LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. C)RAWN BY: T L. /. CONSULTING ENGINEERS, PLANNERS & SURVEYORS pp NECKED BY: %%1 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET ,a PO. BOX 727 SUITE 420 SUITE OR JUPITER, FLORIDA 33468 205 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 y// 8� G r V(/VV• �e� /`ems Uf/�/f V� ATE: ,Q P/t'lL /9g� D E BY DESCRIPTION 4 / / 2 /3 OF SCAIE. / = 5Q DR. e - SHEET ps NO. 87- 151 SEAL oit REVISION I .L,... ;�.� +W.`<A —,^k 1v4_�- rk ...: }. .....n.. ..g% ,,, „: L I 4NV. 2.15 MANUFACTURERS'' OUTLET CENTER ST. LUCIE COUNTY �-CONST 40 L.F. CONST. 65 L.F. 10" P.VC.1CD '0.30 o 10° PV.0 STUB Ol 0.30% a PUG S-7 CONST PLUG a CONST. SAN. MH # I 2III BLOW -OFF RIMIEL. 18. 0(t)(FIEL ADJUST) S. INV. EL. 2.17 CONST. 8t G.V. W. INV. EL. 2,27 0 E: INV. EL. 2.24 1 CONST. 900 ENCONST. I % I � ' I CONST. LIFT STATION Ljr 1. CO ST. 217 .F' I 1 WATER SERVICB 9 10" P V. C. d30 % W/ HOSE BIBS (SEE SHT. 20 1 \`• `� POINT OF SERVIC FOR �```• FIRE SPRINKLER SYSTEM \6 LAKE 3 I III I- .. .: B::�VC. W.M. NCO ST. SAN. MH# 2 �� + FIELD ADJUST) ONST.8z6 TEE CONST.6 CH CK RI EL. 18,50(_) ( JUS ) CONST. 450 BEND : VALVE €1 G.. O E. INV. EL. 3.00 P .C. a S. INV. 1EL. 4.09'' 2 S _.V \ FIRE MAIN W.INV.. EL. 2.90 CONST. III 2)- 450 a 22• I/2° N 'T. F R BENDS (P DVA E S Y CONST. 40 L.F. 10" PVC. ' S-4 CONST., CH11 -k 0� \ STUB a7 0.30%0 a PLUG M.H.# 4 CONK fOM: Z NST. SAN. o g" iNV EL.'3.12 6 FIRE MAIN d, M EL. 20.4 INV. EL.6. 0 CONST 45 BEND 11 0, INV.'EL. 6. 2 7 6 C 6" F' R M IN G CONST. SAN. M # 3�QROP) \� p -CONST EL.r20.t5� 270 L.F B PVC. 1 D 0.40 % E.INV. EL. 13.87 ! \ 5 a' S. INV. EL. 4.85 N.INV. EL.4.75 5 O \ CONST. 6 P.V.C. F.M. 1 ' �I I 30: �I I � s (7YP) SCALE FEET LEGEND S-I SAMPLE POINT a NUMBER 1 SINGLE SANITARY SEWER SERVICE v WATER UNDER 8 PV.C. \ 50 50 5® 50 50 50 50 50 50 S N \ OINT OR SEf�VICE FOR `�� IRE S RINK: ER 'SYSTEM I 6 P.V;C: - � � FIRE'MAI C@NS 'GE CONST. SAN. M.H. 5 I <FIRE MAIN C Q N T.� CHECK VALV1= a G.V. I RIM EL. 21.05 N. INV. EL. 720 L \ 8" DOUBLE CHECK VALVE ASSEMBL-Y(BY OTHERS ) p \ W INV. EL.7.30 S gyp, \ v �S \ \ CONS . 11 G.v. �1 CONST. SIAMESE pR00 \\ \ 0 CON NECTION—' ECTION—' \ CONST. 8 GI.V. I i COGS `�8 o I u r \ \ CONST. 45 a 22• I;/2 BENDS � I ..� CONST. FIRE Z HYDRANT ASSEMBLY! Sp' \ \ \ (P rn IVATE) I I I 1 \ � CCNST. SAN. M.H.* 12 ITI RIM EL. 20.77 ri.r I I , rn NV. EL. 15.00 B I 2 I rn DUMPTER PAD(TYP.) rn CONST, 60 L.F -8" FV.C. CONST. PLUG a ZBLOW-OFF / > X S�5 \ i \ 1 'CON T. (�)a if G.V. j CO 8�:1 TEE 1 i < II11 I / \ PROPOSED 6" F.M. lil (BY OTHERS) CONST. 6° TAPPING VALVE a SLEEVE LAKE 2 � I \ I 111 / I CONST FH. I / ASSEMBLY DEFLECT 11KM. TO I d I I i CLEAR STORM RM I II 0 S-6 STRUCTURE ( TYP.) 8 PV. C. W.M.' 1 . , r — — — — — NOTENO POTABLE WATER USE IS coNsr. B: xsu 17 '6 �IJ' L — TO BE ALLOWED FROM THE ST. G.V. 900 6E D — T FIRE LINE. : rj \L4- ----- ____ PETER pIROPOSED F� -_ LJ . / (�Y OTHERS)I,I r� I I / I III II/ I II / I I FI ELD. ,A' AH BROWNING FERRARI & HELLSTROM, INC. YY � LIND L . WATER , RLS RBUTION AN A I ® RAwN eY: Y D T. L.J. - CONSULTING ENGINEERS, PLANNERS 6 SU RVEVORS 6 Q SEWAGE COL E,CTION SYSTEMS C►+ECKED1BY: ��l ,��7 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET 5 2/88 Gp �M1,9C. �C:v �er tJ f�l�fy (�� �1y� P.O. BOX 727 SUITE 420 SUITE 205 OR �* DATE: A/�!f IL /8S IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 .A,N. TE BY DESCRIPTION 87 -151 - sm 15 21 JOe N0. _ R. 87 151 1 5 ET �► REVISION SEAL �AIE. I D rW I i ., r I .' .v.=':;.+,.sew, .; �.+. . =u.{� ,"x im..a°��. •,� 3 .»,� .iM.°.', i�"m�;'�4542".a,W3' ..3�&�S" M. A "m®1 ®i '591 ®,L`®i01 M'JI 1® IF kin 11 s®I Y®Mi 1®1 a®i ® ■f W ®!fi K 1L `® AV— ® ®' la 1 1'JI "7s 1 R'I IL'%GMMMCMIII i1 L' ®1'71® IN 'wi ■111 ®0L'1 ®1l® REMEMEM1111 lMr AWL 1111' rTRAFFIC TYPE VARIES FIRE HYDRANT WITH ` 5 I/4" VALVE OPENING LIMIT OF L OR 6 HYDRANT nl ASSEMBLY I�%I 24" SQUARE x B" CONCRETE COLLAR I 00 = PROPOSED DRAINAGE PIPE I to T z 6" GATE VALVE `16" SQ no 8 BOX x 4r CON e" D.LR c—I �J COLLAR �� O.LP. LOWER $' W.N. TO ALLOW A --- ---�, MINIMUM OF 8" CLEARANCE C(9�IF __ nn i -�� Se D.I.P. 110* LONG) TEE ssnae 3/4" S T A) N L E S S (2) 5/ae TIE RODS W/SITUMINOUS On GALVANIZED COATING (TYPICAL) �0• O.I.P. �W/ ND STEEL TIE RODS M[CN. JOINT ANCHORING FITTING! 1.nnnx„o nssa (MIN. 2 REQD.) I5" SQUARE x 4, (4 REQUIRED 2D.—Is cnn . , e. Thru .unnn e 2. Thry Iln nem ioq v used as ,ce ]. Dir chs setl a elbow 3. D.—Is— chenBe, elx B. TM1ru Iln n, rrye CONCRETE PAD 4. D rea nn 0hanea .a 1, bend 9. hydrant r em WATER MAIN NOTE: WHERE POSSIBLE WATER MAIN SHALL s. Dire nn uhan9a., .md a: eibo BE DEFLECTED BELOW STORM PIPE WITHOUT NOTE LOWERING DETAIL FITTINGS PER MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS TO BE MECHANICAL JOINT 4F t TYPICAL FIRE HYDRANT - the TRAINED JOINT Series 1300 Joint Restrainer sa"°`riorr w Nate � the fallowing joints must be restrained in all applications: LIMIT OF UTILITIES let LIMIT OF UTILITIES ')I AUTHORITY INSTALLATION A.) Bond outlet Branchand lei F.)Caps �—AUTHORITY INSTALLATION I C.)We-OutletBranh G.)Allj . G) Wye -Outlet Branch G.) All joints on Hydrant runouts , • n D.) Offsets - Inlet and Outlet LETTERING WATER ON COVER FINISH GRADE CONC. PAD 16 SQ X4" THICK Z IN U'NPC.vE D Q AREAS i 2 =3 CON'T iT c0 ACJ'JSTABLE 1 CrLLJ " VALVE BOX > GATE VALVE ----_ l � I VALVE SETTINGS /4" COPPER TUBING OR SCH. 40 PVC HE EXCAVATED HOLE FOR THIS 4STALLATION SHALL BE BACKFILLED 0 NATURAL GROUND AFTER CORPORA - ION STOP HAS BEEN TURNED ON AND UBING FLOWING FULL. IT SHALL RE- IAIN IN THIS STATE UNTIL AFTER THE AMPLING HAS BEEN COMPLETED NO APPROVED. PEA ORPORATION STOP -AFTER SAMPLING S COMPLETE SHUT OFF CORPORATION TOP, REMOVI` TUBING AND PLUG CORP. TOP WITH BRASS PLUG. >-- a SAMPLE TAP LOCATION RE POSSIBLE SAMPLE TAP SHOULD BE A FIRE HYDRANT OR BLOW -OFF. TYPICAL SAMPLE TAP MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY WATER METER 2" GATE VALVE 90" ELBOW-I PLAN TE VALVE BACKFLOW PREVENTER PROFILE 12" SPOOL 90• ELBOW IfMIN rFINISHED IduMAX [GRADE L 2" PVC SERVICE PIPE WATER METER/BACKFLOW PREVENTER ASSEMBLY DOMESTIC' SERVICES ( METER SIZE 1-1 /2" & 2" ) TYPE D-112 .PLAN I', METER BOX CFil (SHED GRADE 'l, PLUG -� ' 2" GATE VALVE II �IIIII \ �2' 'PIPE 450 BEND MA.PLUG TAPPED 2rr— t BLOW -OFF DETAIL PLAN OSBY GATE VALVE 90e FLANGE/ Fn L AJ FLANGE ELBOW E FINISHED GRADE 7 DOUBLE CHECK VALVE 12 SPOOL J'90• FLANGE/ M -C FLANGE ELBOW 12"MIN 16" MAX 0.1. PROFI.LE w SERVICE PIPE BACKFLOW PREVENTER ASSEMBLY FIRE SERVICES /DESIGN GRADE 1MM 1--A�XIM_UM TRENCH WIDTH �I ` X. PIPE DEPTH+ W -� q PLACE AND COMPACT IN 6" LIFTS c Z'Z BACKFILL SHALL BE PLACED IN 6MAX. LAYERS, EACH a x o LAYER TO BE'MECHANICALLY x w__— U) - TAMPED TO MINIMUM OF w ZO PIP4 O.D+24 IN. Z > 98 % OF MAX. DENSITY AS Z MAX. WIDTH w = u DETERMINED BY AASHTO MIN. a w METHOD T- 180 COVER 0 > M Q al X w \ Y ¢ w 12" 12" O DO LL o 1- o MA MAX I Ln w w a w ~ _ �> a c WATER DISTRIBUTION DETAILS z z a z It ct J V' a •' r' r V' V) 0 w HANDPLACE SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL TRENCH DETAIL 3!2l88 10, /-? I M19G DATE I BY DESCRIPTION REVISION FIELD: DRAWN BY: GV.P CHECKED BY: m 8 DATE: APRIL 1988 JOB NO. 87- 151 L-MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING ( FT.) NON. PIPE SIZE SAND ELBOWS (deg,) VALVES TEES DEAD ENDS 2 11% 2212 45 90 6 2 3 5 8 3 3 4 7 10 8 4 3 5 8 121 9 6 4 6 10 15 11 8 4 7 13 20 14 10 5 9 15 25 18 12 6 10 17 29 21 0 VALUES FOR "L" ARE BASED ON PVC PIPE AT 150 PSI OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCLUDED. WHEN DEPTH OF SOIL COVER IS LESS THAN 2 FT., VALUES FOR "L" MUST BE INCREASED BY 30%. WHEN DEPTH OF SOIL COVER IS LESS %z OF PIPE OUTSIDE DIAMETER, VALUES FOR "L" MUST BE INCREASED BY 100%. WHEN PIPE IS PARTIALLY OR FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. EXAMPLE: A 12 INCH PVC PIPE BEING INSTALLED IN _NOTES: SANDY SOIL, ENTERS A 45 DEGREE HORIZONTAL 1. ALL CAST IRON FITTINGS SHALL BEND. BE RESTRAINED BY MECHANICAL JOINTS FROM THE CHART THE MINIMUM LENGTH (L)...TO.BE RESTRAINED (UNI-FLANGE SERIES 1300 OR APPROV- IS P7 FEET. THEREFORE ALL JOINTS THAT FALL WITHIN 17 ED EQUAL). FEET BEFORE AND AFTER THE ELBOW MUST BE RESTRAINED. 2. PVC PIPE JOINTS WHICH ARE IF NO JOINTS ARE ENCOUNTERED WITHIN THIS DISTANCE, THE NEXT CLOSEST JOINT DOES NOT NECESSARILY PAVE TO BE CLOSER THAN THF. MINIMUM RESTRAIN- RESTRAINED. ED DISTANCE (L) SIIALL BF RESTRAINED BIMECHANICAL MEANS (UNI-FLANGE 1350) THRUST RESTRAINING VALVE #1 �0 I __� PRESSURE GAGE 18" I VALVE #2 _ ■9 DOUBLE STRAP SADDLE AND CORPORATION STOP REQUIRED. NOTES: 1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, FLUSHING, AND BACTERIOLOGICAL TESTING PURPOSES. 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. 3. ENGINEER SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 4. AFTER BACTERIOLOGICAL CLEARANCE, SECOND VALVE IS TO BE LEFT OPEN WITHOUT VALVE BOX. 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA TAPS ARE PERMITTED UNLESS PRECEEDING ARE NOT PRESENT IN TEST SECTION. DOUBLE VALVE DETAIL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CON�ULTINU EN(,INEERS, PLANNERS & SURVEYORS _ 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX ',27 SUITE 410 SUITE 202 JUPITER, FLORIDA 334S8 STUART, I LORIDA 33494 FORT PIERCE, I LORIDA 33450 SEAL SCALE: N.T.S. DR.NO: 87-151- 18 SHEET IS OF 2I h -r I GRAQF, (SEE PLAN) NOTE.... THE FIRST PIPE AT ALL 6GROUT INFLUENT. AND EFFLUENTS 1_ IR " FRAME SHALL BE DUCTILE !RON M ? - PIPE WITH DICKEY B2-0 8. URETHANE JOINT AND A MAXIMUM OF 2-0 LENGTH EACH. '► PPP Q �7 SEE TYPICAL p e MANHOLE SECTION FOR CONSTRUCTION SPEC- IFICATIONS 1, e ' fi"MINIMUM ENCASEMENT o .I FLUENT b. v... 0 BRICK. PE i DROP CONNECTION 1 I: REQUIRED WHERE ST DISTANCE FROM INVERT OF INCOMING SEWER TO v e:. MANHOLE INVERT IS 2.-0 e < OR GREATER. B ,MINIMUM a: - ENCASEMENT ALL DROP °. •. a �' PIPING SHALL v - 1.0 ' BE DUCTILE ---� S IRON PIPE • I EFFLUENT FILLET PIPE � I -•. a 41 " No. 4 BARS 2 ` O.C: EACH WAY LLi TYPICAL DROP MANHOLE SECTION` I` i MANUFACTURERS I OUTLET CENTER ST. LUCIE COUNTY 5' F FSET FR BUILDING— . G : / I B BEND Its S<. -- ---�.. 0 0 D OF PIPE- pO�C GR ND I� 6" !^ D x 6° TEE BRANCH It 5. �X.6" TEE TYPICAL LATERAL SERVICE CONNECTION DESIGN GRADE ` MAXIMUM TRENCH VgDTN 2a3EWER' EPTH+WZT O PLACE AND COMIMCT IN 8`LIFTS ILL SMALL BEI PLAC AX. LAYERS EACH IN RIZ TO BE MECHA41CALLN A MINIM M OF Wo PIP€ 0.0+24IN. 1 D TO DEN ITY AS OF MAX. WMAX. MAOTH RMINEO EY AATHb o n OD T- 180 iU m z ¢ W 12' 12v 0 m o n 0 MA MAX N � W 0 w W t < Z d j Q 2'. i = "Y W J 7 N m .. W E MAN©PLACED \T� SELECT MATERIAL \ LOWER .QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL SANITARY SEWER PIPE BEDDING DETAIL SEWAGE COLLECTION DETAILS i EXISTING 01PE TAPPING SLEEVE TAPPING VALVE TYPICAL TAPPING SLEEVE & VAVLE DETAIL I 1 III D I NOT ES. I.I. INVERT CHANNELS TO BE CONSTRUCTED FOE SMOOTH FLOW WITH NO OBSTRUCTION. 2.1.SPILLWAY SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERTS .ELEVATION PROVIDING OR SMOOTH FLOWS. - 3 CHANNELS FOR FUTURE CONNECTIONS ($,TUB SHALL BE CONSTRUCTED, FILLED WITH SAND AND COVERS WITH I OF MORTAR. FLOW PATTERN FOR INV RT CHANNELS DRAWN BY: TL.✓. CHECKED BY: DATE: APRIL /988 DESCRIPTION REVISION JOs NO. 87-/5/ SEAL I, LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 117ry. AY 1000 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: I" = `L DR. NO: 87-I s/- /9 SHEET I9 Of Z/ I ,. Al ,. ,. IN . .. I 4 A LUWIIRLE AL WIWUM COVER, COM PL E.$'E{ WITH t. STAINLESS STEEL ACC E30 E5 •.;, ALUMINUM ' COVI R, CDMPIET WITH BOTTOM - 1.$ STAINLESS 3T�EL #CCE330,:E3 SLAB —_ �— r �- p5(TOP S BOTTOM) '. —„. ... 1 ji e e UNAFLEX STYLE WELL— — B�-4� ,.I 5 LONG `1 �' I I i WET 3130 COUPLINGr GROUT FILLET 'HALL PI E I -- I i 1 ® n 32 I - 1 HOSE 818 WITH © 8 CKFLOW DEVICE ELEVATIONS DESCRIPTION A 20.30 TOP SLAB FINISHED GRADE B 2.0 INFLUENT S ALARM ON C 1.0 LAG PUMP ON D 0.0 LEAD PUMP ON E (-)2.0 PUMP OFF F (-)4.0 TOP OF GROUT G (-)4.5 TOP OF BOTTOM SLAB H (-)5.83 BOTTOM 1 TOP OF BOTTOM SLAB - 14.30 VALVE PIT 6" OSaY RESILI HT SEAT GATE VALVE 1 :I .0, x CHECK VALVE 6 FORE MAIN r5(TOP e { \ SCITTOM). 1 I ,. ..i: �<;,;.. `. n 4.THREA3EE;S�:a^.UCORRk F RATION I LONG _... ,. .... STOP PREi='ViILLEDI, I r GAUGE i S L 0 k b213uLkT: W` r� OAr' s , 1 II ; h I 1 I III FRpat o��� 2 051.TOP B :I I � PUMP STA jbN 6 PLUG wSITlP B:BOTTOAI) �': `, BOTTOMI EACH 2 e7(Tov B`-BOTTOMI I I CONTROL ` -. .... IPANEI . .�. 'CONY - -,..A i,S?,ll P NE L" -. .. :.... ,: 6 CRO S B LONG : II '- SIDE of OPENING . llI EACH SIDE OF":pDE Ni NQ: 'i � I : FUTURE -- I PIMOTEL7J.Vf r--, _. „I --a TOP SLAB WET WL T C P SLAB. VALVE V E P tT T PANEL 1,Er ETIY ...,ENtL R OF VALVE PIT AND ALARM 8 _ 4 . ., I WALL CO NNECTION NECTION ) I I HOSE I `NOTE I else I I ,I I I : ALL FIE DER CONDUIT ENTRANCES SHALL BE 3YAG'$E E`U 5-0 VALVF FITTING FOR EASY' REMOVAL. FOR SERVICE ENT ACWF AN G I 1. LIFT STATION CONTROL PANEL REQUIRE NTS: THE LIFT STATION PIT I AL Aqr, I10HT ONLY, A NEMA 4E HUB IS REQUIRED, (NO CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING ITEMS: �__J L___--J SEAL o!ql UN2oNL' 1�i�CONTROL A. LIGHTNING ARRESTOR. PANEL �ONTROL PANEL ELEVATION . B. PHASE MONITORS. 30' I''`' �•'� C. PUMP RUNNING LIGHTS AND LEVELI'LIGHTS WITH PUSH TO i TEST CAPABILITIES. D. ELAPSED TIME METER FOR EACH PUMP. E. AUTOMATIC PUMP ALTERNATION CIRCUITRY. COMPLETE WITH TEST SWITCH. ELEVATION SCHEDULE MANUFACTURERS' 0 m OUTLET CENTER a 0 ST. LUCIE COUNTY • PUMP SCHEDULE SIZE JGPM TDH RPM HP REMARKS # 1 4" 180 70' 1750 15 �fr #T 2 4" 1180 70' 1750 15 1�E F. HIGH LEVEL ALARM LIGHT WITH FLASHER (RED NON- BREAKABLE LENS) . jE - PUMP SHALL BE MODEL R4SEH 1502-4. MANUFACTURED BY PEABODY BARNES (EXPLOSION PROOF) LIFT STATION 5/i2/B8 G � MiSC. /fie!! per !/fi/if Go. DATE SY DESCRIPTION REVISION rm%ws DRAWN BY: J.C. CHECKED RYt r[( '� DATE: APRIL, 1988 J011NO• 87-151 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC.M'aY' �`D'198f CONSULTING ENGINEERS, PLANNERS A SURVEYORS 10 CENTRAL PARKWAY MS SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SURE 205 IU►ITER, FLORIDA 334" STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: AS NOTED DR. No. 8 7- 151 - 20 sNEET 20 OF 21 c a GENERAL NOTES: GRADING AND PAVING SPECIFICATIONS 1. THE LOCATION OF ALL EXISTING UTILITIES ON THE PLAN IS AP- 1 ALL ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM PROXIMATE. THE CONTRACTOR SHALL LOCATE ,AND EXPOSE ALL EX- WITHIN 10 FEET OF ANY AREA ON THE SITE WHICH IS TO BE FILLED ISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW OR AS DETERMINED BY THE ENGINEER. THIS INCLUDES ALL BUILD - REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE ING AREAS, PAVEMENT AREAS, AND LANDSCAPED AREAS WHICH ARE DIFFERENT THAN SHOWN ON THESE PLANS. BEING FILLED. -ANY SUCH MATERIALS SHALL BE REPLACED BY AP- PROVED GRANULAR FILL WHICH SHALL BE COMPACTED TO 98% OF MAX - THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IM- IMUM DE SITY AS DETERMINED BY AASHTO 'T-180. PROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME 2. ALL UTILITIES AND DRAINAGE INSTALLATIONS SHALL BE CON - ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IM- STRUCTE AND INSTALLED PRIOR TO COMMENCING WORK ON THE PROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN ROADS. SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PREVENT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUC- 3. ASPHALT CONCRETE PAVING SPECIFICATIONS TION. THE CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY OR IMPROVEMENT AT THIS EXPENSE. A. SUBGRADE FOR ROADWAYS SHALL HAVE A MINIMUM FLORIDA BEARING VALUE OF 75 PSI SUBGRADE FOR PARKING AREAS 3 THE CONTRACTOR SHALL CONTACT THE ENGINEER, FT. PIERCE SHALL HAVE A MINIMUM FLORIDA BEARING VALUE OF 35 PSI UTILITIES AUTHORITY, THE FLORIDA DEPARTMENT OF TRANSPORTA- ALL SUBGRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DEN- TION, SOUTHERN BELL, AND ANY OTHER UTILITY THAT MAY HAVE SITY AS DETERMINED BY AASHTO T-i80. STABILIZE AS FACILITIES IN THE AREA, AT LEAST 48 HOURS PRIOR TO COMMENCE- NECESSARY TO OBTAIN REQUIRED. FLORIDA BEARING VALUE. MENT OF CONSTRUCTION. B. LIIMEROCK BASE COURSE SHALL BE COMPACTED TO 38% OF MAXT- 4. PRE -CONSTRUCTION MEETINGS ARE TO BE HELD BETWEEN THE ST. MUM DENSITY AS DETERMINED 3Y AASHTO P-180. ALL LUCIE COUNTY ENGINEERING DEPARTMENT, FT. PIERCE UTILITIES LIMEROCK SHALT CO-NFORM TO THE REQUIREMENTS JF SECTION AUTHORITY ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COM- 31)_ OF FLORIDA D.O.T. STANDARD SPECIFICATIONS EXCEPT MENCEMENT OF CONSTRUCTION. -HAT THE MINIMUM PERCENTAGE )F CARBONATES OF CALCIUM AND MAGNESIUM SHALL BE 10%. AS AN .ALTERNATE CEMENTED 5. CONTRACTOR MUST NOTIFY THE ENGINEER 48 HOURS PRIOR TO TYING COQUINA SHELL :ONFORMING TO F.D.J .. SECTION 915 MAY BE INTO ANY EXISTING STRUCTURES AND HAVE AN INSPECTOR PRESENT. SUBSTITUTED FOR THE LIMEROCK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS AND SHALL SUBMIT REPORTS BY AN INDEPENDENT STATE CERTIFIED C. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-1 TESTING LABORATORY APPROVED BY THE ENGINEER. MODIFIED AND SHALL CONFORM TO THE F.D.O.T. SECTION 331, EXCEPT THAT 'THE MAXIMUM -AGGREGATE SIZE SHALL BE 1/2" 7. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL 3EODE'TIC AND SHALL HAVE A .MINIMUM 1000 LBS. MARSHALL STABILITY. VERTICAL DATUM OF 1329. D. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT .ALL UNDER- TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF 8. ROUND INSTALLATIONS OF EVERY KIND (INCLUDING SPRINKLERS) FLORIDA D.O.T. STANDARD SPECIFICATIONS PRIME COAT BE PLACED BENEATH THE PAVEMENT .AND ITS EDGES PRIOR ?'0 SHALL BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE SHALL JF THE PAVEMENT. "HE PAVEMENT SHALL NOT BE YARD AND 'TACK COAT AT A RATE OF 0.10 GALLONS PER SQUARE THE CONSTRUCTION APPROVAL "DO :'.'iE E-:GINEZ?- YARD UNLESS A VARIATION RATE IS APPROVED BY THE EN- CUT .VITHOUT PRIOR GINEER. y- UNLESS DTHERWISE VOTED, .:JNISTRUCT:JN =NSP ECTIDN WILL 3E PROVIDED BY THE ENGINEER AND :S REQUILED• :HE EO`iTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOL' S BEFORE BEGINNING CONSTRUCTION AND AT LEAST 24 .1OURS BEFORE REQUIRING INSPEC- TION ON EACH AND EVERY PHASE OF WORK 7IND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO TEST AND INSPECT ?HE WORK. 10. CONSTRUCTION SURVEYING WILL BE PERFORMED BY THE SURVEYOR AP- DRAINAGE SPECIFICATIONS PROVED BY THE OWNER. THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROTECTING ALL SURVEY STAKES AND MONU- MENTS. SURVEYING COSTS SHALL BE BORNE By THE CONTRACTOR. I. PRECAST CONCRETE MANHOLES AND BATCH BASINS SHALL MEET THE REQUIREMENTS OF A.S.T.M SPECIFICATION C-478 AND 64T AND 11. CONTRACTOR SHALL MAINTAIN IN A SAFE PLACE AT THE SITE ONE F.D.O.T. STANDARD SPECIFICATION 425. RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, WRIT- TEN AMENDMENTS, CHANGE ORDERS, WORK DIRECTIVE CHANGES, 2. CONCRETE FOR PRECAST MANHOLE AND CATCH BASINS SHALL HAVE A FIELD ORDERS AND WRITTEN INTERPRETATIONS AND CLARIFICATIONS MINIMUM�COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. IN GOOD ORDER AND ANNOTATED TO SHOW ALL CHANGES MADE DURING CONSTRUCTION. THESE RECORD DOCUMENTS TOGETHER WITH ALL AP- 3. ALL C.M.T. SHALL BE HELICAL-WQUND ALUMINUM ALLOY PIPE CON - PROVED SAMPLES :AND 1 COUNTERPART OF ALL APPROVED SHOP DRAW- FORMING 1'O THE REQUIREMENTS OF SECTION 945 OF FLORIDA I NGS WILL BE AVAILABLE TO ENGIVEER FOR REFERENCE. UPON D.O.P. STANDARD SPECIFICATIONS AND AASHTO DESIGNATION M-196. COMPLETION OF THE WORK, THESE RECORD DOCUMENTS, SAMPLES AND SHOP DRAWINGS WILL BE DELIVERED TO ENGINEER FOR OWNER. 4. PIPE ENDS AT JOISTS SHALL BE REFORMED TO AN ANNULAR CORRUGA- TION. 12. SEWAGE FORCE MAINS SHALL BE TREATED AS WATER MAINS LN REGARDS TO STANDARDS OF MATERIAL SPECIFICATIONS, CONSTRUC- 5. JOINTS IN CORRUGATED ALUMINUM PIPE SHALL BE WATER TIGHT. TION AND TESTING. ALL CONCTING BANDS SHALL BE CORRUGATED ANNULAR COUPLING, NELAP-TYPE, BANDS,WATER TIGHT AND CONFORMING WITH THE RE- 13. SUBSEQUENT TO COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO QUIREMENTS OF AASHTO M-196 PAR, 19 "COUPLING BAND" THE SUBMISSION JF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR JOINTS SHALL BE MADE OF NEOPRENE GASKET AT LEAST SEVEN SHALL PREPARE, IN DUPLICATE, RECORD DRAWINGS OF COMPLETED INCHES (7") AIDE BY 3/8" THICK FOR CULVERTS 36" DIAMETER OR SITE CONSTRUCTION SHOWING t'INAL LOCATION BY ROADWAY CENTER- SMALLER, AND NOT LESS THAN 10-1/2" WIDE FOR ALL OTHER LINE STATIONING AND/OR OTHER ACCEPTABLE MEASUREMENT, ALL DIAMETERS. LINES, FITTINGS, VALVES, SANITARY OR DRAINAGE STRUCTURES, ETC., ALL REVISIONS TO THE ORIGINAL PLANS, REQUIRED DEPTHS 6. REINFOR�'ED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS AND INVERT ELEVATIONS, AND ALL INFORMATION NECESSARY TO LO- OF A.S T.M. SPECIFICATION C-76, CLASS III, WALL THICKNESS CATE AND/OR OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS "3", LATEST REVISION, AND AS MODIFIED BY SECTION 941 OF FLORIDA D.O.f. STANDARD SPECIFICATIONS, LATEST REVISION. CONTRACT. 14. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A I- ALL LA OR, MATERIALS, AND .METHODS JF JONSTRUCTION SHALL BE PERIOD ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND -'JN- DURING WHHICH ALL FAULTY CONSTRUCTION :AND/OR MATERIALS SHALL STRUCT ON STANDARDS ADOPTED dY ST. LUCIE COUNTY AND THE BE CORRECTED AT THE CONTRACTOR'S EXPENSE PLANS :�ND CONSTRUCTION SPECIFICATIONS. WHERE CONF'; TS )R OMISSL NS EXIST, ST. LUCIE COUNTY ENGINEERING STANDARDS i5. CLEARING :AND GRUBBING SHALL BE LIMITED TO RIGHTS -OF -WAY OF SHALL � 'TATE. SUBSTITUTIONS AND DEVIATIONS FROM PLANS AND PARKING AREAS, LAKES :AND UTILITY EASEMENTS. SELECTIVE SPECIFI-'AATIONS SHALL BE PERMITTED ONLY ✓THEN WRITTEN APPROVAL CLEARING OVER THE BALANCE OF THE SITE SHALL BE AS DIRECTED HAS BEEN ISSUED BY THE ENGINEER BY OWNER OR HIS REPRESENTATIVE. GRUBBING JF ILL STUMPS, I ROOTS, BURIED LOGS JR OTHER OBJECTIONABLE MATTER SHALL BE TO 8. WHERE LONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE A DEPTH OF 18" BELOW NATURAL GROUND. PROPOSED, SAID EXISTING DRAINAGE STRUCTURES, LINES AND DITCHES SHALL BE CLEANED OF ALL SILT AND OTHER DEBRIS PRIOR -.. DEBRIS REMOVAL: ALL DEBRIS SHALL BE .REMOVED FROM THE AREA TO SAID CONNECTIONS BEING MADE. AND LEGALLZ DISPOSED. DEBRIS MAY 3E BURNED "UPON OBTAINING PROPER 3URNING ?ERMIT, BUT ANY :NBURNED iEMAINS ARE -0 3E 9. SOD AND SEED AND MULCH SHALL CONFORM TO F.D.O.'P. SECTIONS DISPOSED OF AS DIRECTED BY THE OWNER JR AIS REPRESENTATIVE. 570, 575 AND 981. iT. THE 'WATER AND SEWER SYSTEM SHALL COMPLY WITH FT. PIERCE 10. THE INSTALLATION OF ALL TRAFFIC CONTROL DEVICES SHALL CON - UTILITIES AUTHORITYS' SPECIFICATIONS. FORM 'WITH THE MANUAL ON TRAFFIC CONTROL DEVICES, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND ST. LUCIE COUNTY 18. VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAiNT.AINED REQUIREMENTS. AT ALL TIMES. 11. DENSITY TESTS ON PIPE BACKFILL UNDER PAVEMENT SHALL HAVE A 19. TRAFFIC CONTROL, BARRICADES, ETC , SHALL BE IN ACCORDANCE MINIMUM OF 3 TESTS PER LIFT PER PIPE RUN. WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. A. TEST LOCATION DEPTHS 20. ALL UTILITIES THAT WILL BE ACCEPTED FOR OPERATION AND MAIN- - a SPRING LINE TENANCE BY THE FORT PIERCE UTILITIES AUTHORITY RILL BE IN- - a 12" ABOVE PIPE SPECTED AND CERTIFIED BY SAID UTILITY COMPANY. EACH 12" LIFT TO SUBGRADE 21. ALL FIRE SPRINKLER PIPING FROM THE POINT -OF -SERVICE INTO THE B. BACKFILL SHALL BE COMPACTED PER SUBGRADE SPECIFICA- BUILDING SHALL BE CONSTRUCTED BY A CONTRACTOR CERTIFIED BY TIONS. THE STATE FIRE MARSHAL'S OFFICE. 12. DENSIT ON PIPE BACKFILL UNDER PERVIOUS AREAS SHALL BE 95$ 22. THE WATER METER SERVICING THE OUTLET CENTER AND THE DOUBLE OF MAX�MUM DENSITY AS DETERMINED BY .AASHTO-T-i80. DENSITY CHECK VALVE ASSEMBLIES SHOWN ON THE PLANS SHALL BE INSTALLED LOTS S ALL BE DIRECTED BY THE ENGINEER. BY THE FORT PIERCE UTILITIES AUTHORITY. 13. A SUBSOIL UNDER DRAIN SYSTEM SHALL BE INSTALLED IN EACH OF 23. A fire lane snail be provided the entire circumference of cne THE SIX DRY RETENTION AREAS AS SHOWN ON THE DRAWINGS. THIS building. The fire lane snail be at least 20 feet in width with WORK INCLUDES, BUT IS NOT LIMITED TO, TRENCHING; REMOVAL AND the edge closest to the building at least 10 feet from the build- DISPOSAL OF UNSUITABLE MATERIALS; BACKFILLING TRENCHES WITH ing. Signs snail be posted every 100 feet. In front and along SUITABLE MATERIAL; FURNISHING AND INSTALLING PIPE AND FIT - the sides of the building, where sidewaiks are located, signs TINGS. IN GENERAL, IT IS THE INTENT OF THESE SPECIFICATIONS shall be mounted on poles at least 5 feet above ground. Signs TO PROVIDE A SUBSOIL DRAINAGE SYSTEM THAT COMPLIES WITH THE snail be 12"xb" wicn 2" letters. Lettering snail be on born STANDARD OF PRACTICE ESTABLISHED BY ADVANCE DRAINAGE SYS- sides of sign (Fire Lane No Parking). Behind the building, where TEMS, NC. (ADS) OF CHARLOTTE, V.C. parxing areas are adjacent to the building, signs snail be �I mounted on cne wall of the building at least 5 feet above the ground (lettering 1 side only). Fire lanes snail be striped, 4" stripes 5 feet apart the entire length of the fire lane. 4"xl2" letters (Fire Lane No Par King) shall be painted at 100 foot in- tervals midway between signs. The designation, use, and main- tenance of fire lanes on private property shall be accomplished as specified by the Fire Marshal. Fire lanes and associated striping and sig.iage snail be subject to approval by the Fire Marshal. WATER SYSTEM SPECIFICATIONS: SEWER SYSTEM SPECIFICATIONS: 1. WATER .MAIN SHALL BE BLUE IN COLOR OR HAVE THE WORD "WATER" 1. PRECAST CONCRETE MANHOLES SHALL CONFORM TO THE REQUIREMENTS PRINTED PERMANENTLY IN BLUE ON 3 SIDES FOR THE LENGTH OF THE OF ASTM C-478 .AND 64T. PIPE. ALL PVC WATER MAINS 6" I.D. OR LARGER, MUST BE CLASS 150 AND DR 18 ANSI/AWWA C900-81 AND SHALL BE DESIGNED FOR Z. ,ONCRETE FOR PRECAST MANHOLES OR BUILT UP MANHOLES SHALL 150 PSI WORKING PRESSURE. HAVE NUT LESS THAN 4000 PSI COMPRESSIVE STRENGTH AT 28 JAYS, JZMENT SHALL BE TYPE II, ACID RESISTANT. 2. ALL FITTINGS SHALL BE MECHANICAL JOINT CAST IRON CONFORMING TO REQUIREMENTS OF AWWA C-111-80 AND SHALL BE CEMENT :MORTAR 3. REINFORCING STEEL FOR AANHOLES SHALL CONFORM 70 THE REQUIRE - LINED IN CONFORMANCE WITH AWWA C-104-80, LATEST REVISION. RENTS JF .ASTM A-615 AND A-335, LATEST REVISION SPLICES SHALL HAVE A MINIMUM LAP OF 24 BAR DIAMETERS. 3. GATE VALVES 3" AND LARGER SHALL BE RESILIENT SEAT AND SHALL MEET AWWA C-508-80 SPECIFICATIONS, LATEST REVISION. VALVES 4. ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT TIME OF MUST BE MUELLER CO. OR APPROVED EQUAL. AANUFACTURE. 4. FIRE HYDRANTS SHALL BE TRAFFIC BREAKWAY MUELLER CO'�. CEN- 5. ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL TURION MODEL NO. A-423 OR APPROVED EQUAL. FIRE HYDRANTS REST ON A FIRM, DRY CAREFULLY GRADED SUBGRADE WHICH SHALL SHALL BE INSTALLED WITH THE CENTER OF THE HOSE NOZZLE 18" PROVIDE UNIFORM BEARING UNDER BASE. IF NECESSARY, THE CON - ABOVE FINISHED GRADE FACING THE STREET. TRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 5. ALL WATER SERVICES SHALL BE POLYETHYLENE TUBING CONFORMING • TO ASTM D-1248 AND D-2/37 WITH SDR OF 9 AND SHALL HAVE A 6. MANHOLE SECTIONS SHALL BE JOINTED WITH RAM-NEK FLEXIBLE GAS - WORKING PRESSURE OF 200 PSI. KETS BY K.T. SNYDER CO , INC. AND PRIMED KITH RAM-NEK PRIMER. THE REMAINING SPACE SHALL BE FILLED WITH CEMENT ti. PAVEMENT RESTORATION SHALL BE CARRIED OUT IN ACCORDANCE WITH MORTAR AND FINISHED SO AS TO PRODUCE A SMOOTH CONTINUOUS THE REQUIREMENTS OF ST. LUCIE COUNTY ENGINEERING DEPARTMENT. SURFACE INSIDE AND OUTSIDE THE WALL SECTIONS. 7. ALL TRENCHING, PIPE LAYING, 3ACKFILL, PRESSURE TESTING, AND % PRECAST SANITARY MANHOLES SHALL HAVE TWO COATS OF COAL TAR DISINFECTING MUST COMPLY WITH THE F-P.U.A. AND ST. LUCIE EPDXY APPLIED TO THE INTERIOR. - COUNTY HEALTH DEPARTMENT MINIMUM CONSTRUCTION REQUIREMENTS. 3. CONSTRUCTION OF THE SANITARY SEWER SYSTEM AS DETAILED HEREIN 3. THE CONTRACTOR SHALL ENLIST THE SERVICES OF A CERTIFIED SHALL NOT BE DEVIATED FROM IN ANY WAY WITHOUT WRITTEN .TESTING LABORATORY FOR THE PUt POSE )F ^TAKING 3ACTERIOi,JGICAL AUTHORIZATION FROM THE ENGINEER SAMPLES AND TESTS. 9. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-35 3. ALL PIPE, ETC. SHALL 3E TESTED UNDER A CONSTANT PRESSURE JF (GREEN) WITH THE WORDS "SANITARY SEWER" WRITTEN ON THE PIPE i50PSI FOR A .MINIMUM TEST JE '_ HOURS AND SHALL VO'T.EXCEED AT REGULAR INTERVALS AND SHALL CONFORM TO ASTM D-3034, THE LEAKAGE REQUIREMENTS AS PER ANSIiAWWA SPECIFICATIONS )F LATEST REVISION. Cb00-82 LEAKAGE FORMULA: ��- Q = SD ye 10. SEWER LINES SHALL BE LAID ON UNDISTURBED GROUND, OR GROUND i 33,Z00 COMPACTED TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH Q = ALLOWABLE LEAKAGE 1N GALLONS PER HOUR AASHTO T-180. BACKFILL SHALL BE COMPACTED TO 98% OF MAXIMUM S = TOTAL LENGTH OF PIPE TESTED IN FEET DENSITY IN ACCORDANCE WITH AASHTO T-180 THE CONTRACTOR D = DIAMETER OF THE PIPE: TESTED IN INCHES SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY THE EN- p = AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH GINEER. 10. ALL 2" I.D. PVC WATER LINES SHALL BE SCHEDULE 40 SOLVENT 11. ALL SPACES AROUND PIPES ENTERING OR LEAVING MANHOLES SHALL BE COMPLETELY FILLED WITH EMBECO MORTAR (NON-METALLIC) OR WELD. BONSAI (NON-SH4I9KIVG). 11. DISINFECTION OF MAINS §PALL COMPLY WITH ANSI/AWWA C-601-81 STANDARD BACTERIOLdP ICAL SAMPLING POINTS SHALL BE AS PVC LINES NG OR LEAVING MANHOLES SHALL HAVE ASBESTOS DESIGNATED ON THE ENGINEERING PLANS. C12. MANHOLE COUPLINGS BY JOHNS MANVILLE OR APPROVED EQUAL. INGS 12. MINIMUM CLEARANCE BETWEPN STORM STRUCTURES AND WATER :MAINS --• THE CONTRACTOR SHALL TEST THE COMPLETED SEWER TO DETERMINE ALIGNMENT AND TIGHTNESS OF THE JOINTS TESTING SHALL BE OB- SHALL BE 1', AND MAXIMUM DEFLECTION PER EACH JOINT SHALL BE 3 DEGREES WHERE DEFLECTION IS REQUIRED. SERVED BY THE ZNGINEER. ALL SEWERS SHALL 3E ;TAMPED AND MUST SHOW A FULL Z:RCLE JF LIGHT INFILTRATION JR EXFILTRATION 13. INSTALLATION: INSTALLATION OF WATER SYSTEM PIPE AND FITTINGS TESTING SHALL 3E _'ONDUCTED. LEAKAGE SHALL NOT EXCEED 5J GALLJ NS PER INCH DIAMETER PER PER JAY. SHALL MEET THE REQUIREMENTS OF :AWWA SPECIFICATION C600-82. .MILE 14. NECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING 14. CLEANING AND FLUSHING• UPON COMPLETION OF THE PIPE INSTAL- 'CON ' JTILiTIES SHALL BE MADE UNDER THE DIRECTION JF THE UTILITY L ATTON FOR ANY SECTION, THE MAINS SHALL BE THOROUGHLY CLEANED AND FLUSHED. THE CONTRACTOR SHALL DISPOSE OF ALL COMPANY. FORCE MAIN VALVES SEPARATING THE MAINS BEING IN - STALLED FROM THE EXISTING MAINS SHALL BE OPERATED BY OR UN - WATER USED FOR FLUSHING IN A MANNER WHICH MILL AVOID ANY NUISANCE OR DAMAGE TO THE SURROUNDING PROPERTY. DER THE DIRECTION OF THE UTILITY COMPANY REPRESENTATIVE ONLY. THE COST OF THE WORK IN MAKING THE CONNECTION SHALL 15. ALL SERVICE CONNECTIONS GREATER THAN 2" SHALL BE INSTALLED 8E PAID FOR BY THE CONTRACTOR BY THE CONTRACTOR IN ACCORDANCE WITH THE UTILITY COMPANY STANDARD DETAIL F.p.U,A. SHALL INSTALL ALL SERVICES AND 15. INSPECTION: UNDER STATE LAW THE DESIGN ENGINEER IS REQUIRED BACKFLOW PREVENTER FOR 2" METERS AND SMALLER METERS WILL TO INSPECT THE SEWER SYSTEM INSTALLATION AND, UPON COMPLE- BE INSTALLED BY THE UTILITY COMPANY AS REQUIRED DOUBLE TION OF THE WORK, TO CERTIFY AS TO THEIR CONFORMITY WITH THE CHECK VALVE ASSEMBLIES ON THE FIRE MAIN SHALL BE INSTALLED DESIGN. REQUIRED INSPECTIONS ARE AS FOLLOWS: BY THE UTILITY COMPANY. I A.' DURING INSTALLATION OF WETWELL, UTILITY COMPANY REPRE- 16. CONNECTION TO EXISTING SYSTEM: NO CONNECTION SHALL BE MADE SENTATIVI$ WILL ALSO BE PRESENT. 'TO THE EXISTING LINES UNTIL PRESSURE AND BACTERIOLOGICAL TESTS HAVE BEEN PERFORMED AND THE SYSTEM IS ACCEPTABLE TO B. UPON INSTALLATION OF THE MAINS AND SERVICES BEFORE THE UTILITY AND THE COUNTY HEALTH DEPARTMENT IN THE EVENT - BACKFILLjNG. IF THE CONTRACTOR BACKFILLS TRENCHES THE PROPOSED MAIN IS TO BE CONNECTED TO A MAIN WHICH HAS ONE PRIOR TO INSPECTION, HE MAY BE REQUIRED TO EXPOSE OR :MORE ACTIVE SERVICES BETWEEN THE POINT OF CONNECTION AND SELECT AREAS FOR EXAMINATION BY THE ENGINEER THE FIRST EXISTING LINE VALVE, A TEMPORARY PLUG OR CAP SHALL BE 'INSTALLED ON THE NEW MAIN UNTIL THE PRESSURE 'TESTS AND C. DURING INFILTRATION AND EXFILTRATION TEST OF SEWER DISINFECTING ARE COMPLETED. 7PON SATISFACTORY COMPLETION MAINS. THE PLJG OR _AP SHALL BE REMOVED FROM BOTH .MAINS AND THE '3NNECTION MADE ".VITH A SECTION .,_ PIPE AHICH HAS 3EEN D. UPON COMPLETION OF THE BACKFILLING. SWABBED 'JUT WITH A SOLUTION OF J:iLJRINE AND WAFER THE CON- VECTION SHALL 3E MADE AS SWIFTLZ -iS ?OSSIBLE AND .ANY WATER E. UPON COMPLETION OF PAVING. 1N THE DITCH SHALT. BE KEPT BELOW :HE LEVEL OF THE PIPE THE PIPELINE SHALL THEN BE PLACED IN SERVICE BY THE .AUTHORIZED 16. WATER AND SEWER SEPARATION: SEWERS CROSSING UNDER WATER PERSONNEL. IN THE EVENT ANY 'EXISTING CUSTOMERS ARE WITHOUT MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE WATER 'WHILE A CONNECTION IS BEING MADE, THE CONTRACTOR SHALL OF 18" 3ETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF NOTIFY THE UTILITY COMPANY WHEN THE WATER KILL BE TURNED OFF 'THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, .AND IN ALL CASES WHERE SANITARY SEWER MAINS AND WHEN HE ESTIMATES SERVICE WILL BE RESUMED. :N SOME IN- 'WATER BE ENCASED IN A CROSS OVER MAINS, THE SEWER MAIN SHALL STANCES, THESE CONNECTIONS MAY HAVE TO BE MADE AT NIGHT. NO MINIMUM THICKNESS OF 4" OF CONCRETE FOR A DISTANCE OF 30' CUSTOMER SHALL BE WITHOUT WATER SERVICE FOR MORE THAN 1 CENTERED ON THE POINT OF CROSSING_ HOURS. .ALL CONNECTIONS 'TO EXISTING MAINS SHALL BE MADE UN- DER THE DIRECTION OF THE UTILITY'S REPRESENTATIVE VALVES MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEPARATING THE MAINS BEING INSTALLED FROM THE EXISTING MAINS SHALL BE OPERATED BY OR UNDER THE DIRECTION OF THE UTILITY'S SEWER AS A MINIMUM REPRESENTATIVE. THE COST OF THE WORK IN MAKING THE CONNEC- FORTE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE MIN- TION SHALL BE PAID BY THE CONTRACTOR. iMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN. 17. INSPECTION: UNDER STATE LAW THE DESIGN ENGINEER IS REQUIRED TO INSPECT THE SEWER AND WATER SYSTEMS INSTALLATION AND, 17. ALL DUCTILE IRON GRAVITY SEWER PIPE, WHERE REQUIRED, SHALL UPON COMPLETION OF THE WORK, TO CERTIFY AS TO THEIR CONFOR- BE CLASS 52 AND MANUFACTURED LN CONFORMANCE WITH AWWA STAN- MITY KITH THE DESIGN THE REQUIRED INSPECTIONS ARE AS FOL- DARD C-151, LATEST REVISION .ALL DUCTILE IRON SEWER PIPE LOWS: SHALL BE BITUMINOUS LINES AND SEAL COATED IN CONFORMANCE A. UPON INSTALLING OF THE MAINS AND SERVICES BEFORE BACK- WITH AWWA STANDARD C-1_0, LATEST :REVISION. MINIMUM .:OVER FILLING. IF THE CONTRACTOR BACKFILLS TRENCHES PRIOR TO SHALL 3E 36 :VCHES. INSPECTION, HE MAY BE REQUIRED 'TO EXPOSE SELECTED AREAS FOR EXAMINATION BY THE ENGINEER. -6. CONTRACTOR SHALL INSTALL AN ELECTRONIC MARKER AT THE LOCA- fION SHOWN ON THE SANITARY SEWER DETAIL SHEET. MARKER SHALT. B. DURING PRESSURE TEST OF WATER MAIN. 3E AS REQUIRED BY THE UTILITY COMPANY. LBALL TYPE, AS MANUFACT'D. BY 3-M COMPANY. C. UPON COMPLETION OF BACKFILLING. 19. SEWER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING AWWA C-900-75, AND SHALL BE CLASS 150, DR-18 AND SHALL BE BROWN 18. MINIMUM COVER OVER WATER MAINS SHALL BE 36 INCHES. MINIMUM IN COLOR OR HAVE THE WORDS "SEWER" PRINTED PERMANENTLY IN COVER OVER SERVICES SHALL BE 20 INCHES. MAXIMUM COVER SHALL BROWN ON 3 SIDES FOR THE LENGTH OF THE PIPE. BE 48" UNLESS OTHERWISE NOTED. 20. FITTINGS SHALL BE CAST OF DUCTILE IRON, STANDARDS BODY, CON- 19. ALL LABOR, :MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE FORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250, CEMENT IN STRICT ACCORDANCE WITH THE UTILITY COMPANY STANDARDS LINED, AND SEAL COATED. ALL FITTINGS TO BE MECHANICAL JOINT AND THE PLANS AND CONSTRUCTION SPECIFICATIONS. WHERE CON- WITH RETAINER GLANDS. FLICTS OR OMISSIONS EXIST THE UTILITY COMPANY'S STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATIONS FROM PLANS AND 21. SEWER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL "DEEP -ONE" BURIED IN THE TRENCH ONE FOOT ABOVE THE MAIN IN HAS BEEN ISSUED BY THE ENGINEER. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 22. MINIMUM COVER OVER FORCE MAINS SHALL BE 36". MAXIMUM COVER SHALL BE 48" UNLESS OTHERWISE NOTED. SPECIFICATIONS T A pi 1 1 EY r it 3�T e �µ {rya r' Y I F j h W e. � 4 lm OWNER: yW�un y , F L tC2 y z. { bb IE 5:17- i ST. LUCIE COUNTY BU9 LDING DIVISION REVIEWED FOR CODE CCMPLIANCE k i 2 DATESTRLr-_ PLUMB G - Q 1st PLur�lely� ELEfiIRICAL 1 iB !ECT TO. + RN STANDARD BLDG. CODE ONAL ELECTRIC CODE .. _ . G .. r'L A VM' N W ENTS -__,�✓ ems. -S,- d v1U T Q ANTY IW PLANT MATERIAL LIST .m g�� � RnTAKHrei KIAKAF rOMMON NAME SPECIFICATIONS r' rnr�oc I I 0 F I I'r%v� 18 LIVE OAK 10'-IT HT X 5'5PD 2'/z" CAL ON QUERCUS VIR_GINIANA 13 5 1 2- Z -7 30 15 3 I S JA 55 CA 5 P JACARANDA ACUTIFOLIA 5AUH INIA 5LAKEANA JACARANDA HONG - KONG ORCHID 10'-IZ'HTX5'SPD 27z"CAL 10'- 1 Z' HT X 5' 5PD 2'/z" CAL CUPANIOPS15 ANACARDIOIDES CARROTWOOD CA55AGE PALM 10' HT MULTI -STEM 5A5AL PALMETTO CLEAR TRUNK HEIGHT AS 5HOWN �2 7 5 I � L _ E P EU ELAEGNU5 PUNGEN5 - EUGENIA UNIFLORA 5ILVEKTHORN - - - --- SURINAM CHERRY 30" HT X Z9"5PD 5 GAL 18" Hr X 18" SPD 3 GAL _ GREEN PITTOSPORUM IS" HT X 18" SPD � 3 GAL ?, i� PT PITT05PORUM T051RA _ 1 8 Z 80 Z 36 44 HS -,JP AN HEMEROCALLIS SPECIES JUN►PERUS ANNUALS OF THE SEASON LEMON YELLOW DAYLILY 10" HT X 10': SPP I GAL PAR50N5 JUNIPER IZ" 5PD 1 GAL 250 250 4" POTS, FULL 2 35 Up ULMUS PAIZYIFOLIA 'IJ(tAKE' DRAKE ELM 10'-IZ' HTX5'SPP ?''CAL i -71 °T: floratam sod \ \\ \ �•.-T \ Z� I - __ Cn _ WW crI­— ::)Z W UV t U WW J Z I n C) • U ' Z It 0 Z J It W smm ` J y C m m F W J � •I v � e o a A ti �' � •I e r a e a d > \ e 1; m o F v a F 2 � - � J IN] , a I I W U _ o F" an `2-UP 27-PT IQ- UP 2- e z I- W Cl) Q 93 E U _ w Ii it of �. flo atam sod w W I �W w N Z FEW I I I �,- fl"V CO cr CC LU LU D LU UV t u LL D LU w I Z 0 a o d z d z .j cc ui ..j C) 2 w 5 c/D)) u - I MI r, .4 IL -ffT RESERVE PARCEL 2sleeve " ---, - .0e 12' 6" sleeve r s 9# 1; " 4� ;ft s ABBREVIATION INDEX ABV above PERT perimeter AFF above finished floor FLG flashing PLAS plaster ASC above suspended ceiling FHMS flathead machine screw PLAM plastic laminate ACC access fHWS flathead wood screw ACFL access floor FLX flexible PL PG plate plate glass AP access panel FLR floor (ing) P plywood AC acoustical FLCO floor cleanoul PT point ACPL acoustical plaster FD floor drain PVC polyvinyl chloride ACT acoustical the FPL floor plate PE porcelain enamel ACR acrylic plastic FLUB fluorescent PCF concrete pounds ADD addendum FJT flush joint PCF per cubic pounds per cubic fool ADH adhesive FTG looting PFL pounds per lineal fool ADJ adjacent FRG forged PSF pounds per square fool ADJT adjusJyble FND foundation PSI pounds per square inch AGO. aggregate FR frame (d), (ing) PCC precast concrete A/C air conditioning FRA fresh air PFB prefabricate (d) ALT alternate FS lull size PFN preforme d AL aluminum FSO furnished by others PRF preformed ANC anchor, anchorage FUR furred (ing) PSC prestressed concrete AB anchor bolt FUT future PL properly line ANOD anodized GA gage, gauge g g OT _ quarry Ifla AP% approximate GV galvanized ART rabbet, rebate ARCH architect feral) GI galvanized iron RAO radius AD area drain GP galvanized pipe RL rail (ing) ASS asbestos GSS galvanized steel sheet RWC rainwater conductor A6PH asphalt GKT gasket (ad) REF reference AT asphalt file GC general contract (or) RFL reflect (ad), live), (or) AUTO automatic GL glass, glazing REFR refrigerator BP back plaster (ad) GLB glass block REG register BSMT basement GLF glass fiber RE reinforce (d), (ing) BAG bearing - GCMU glazed concrete masonN units RCP reinforced concrete pipe BPL bearing plate CST glazed structural rile REM remove BJT bed joint GB grab bar RES resilient BM bench -mark GD grade, grading RET return BEL below GAIN l granite RA return air BET between GVL gravel RVS reverse (side) BVL beveled GF ground face REV revision (s), revised BIT bituminous GT grout RH right hand BILK block GPDW gypsum dry wall ROW right of way BLKG blocking GPL gypsum lath R BD board GPPL gypsum plaster RV7 riser rivet BS _ both sides GIRT gypsum file RD roof drain BW both ways HH handhole RFH root hatch ROT bottom HBD hardboard roofing BRK brick HDW hardware AM RM BRZ bronze HWD hardwood room rough opening BLDG building HJT head joint Be rubber base BUR built up roofing NOR header BBD bulletin board HTG heating ART rubber site CAB cabinet HVAC heating/ventilating/air conditioning RBIL rubble stone CAD cadmium HD heavy duty SFG FGL safety Blass CPT carpel (ad) HIT height g SCH schedule CSMT casement H% hexagonal SCN screen CI cast iron HES high early -strength cement SNT sealant CIPC cast -in -place concrete HC hollow core SEC seating CST cast stone HM hollow metal SEC section SSK service sink CB catch basin HK hook (s) SHTH sheathing CK calk (ing) caulk ling) NOR horizontal CLG ceiling HB _ hose bibb SHT sheet CHIT s ceiling height HWH hot water healer SG sheet glass CEM cement INCIN incinerator SH shell, shelving PCPL cement plaster (portland) INCL include (tl), (ing) SHO- shore.(d), (ing) CM centimeter(s) ID inside diameter SIM similar CER ceramic INS Insulate (d), (ion) SKL, skylight CT ceramic file INSC insulating concrete ` SL sleeve CMT ceramic mosaic (tile' INSF insulating fill Sc solid core CHBD cltlkboard TNT interior SP soundproof CHAM chamfer ILK interlock S south CR chromium (plated) INTM intermediate SPC spacer CIA circle INV invert SPK speaker CiRC circumference Iron pipe size SPL special CLR clear (ante) is JC x` janitor's 's close) SPEC specification (a) CLS closure JT joint SO square COL column JF joint tiller SST stainless steel COMB combination J STD standard COMPT compartment KCPL Kee Keane's cement plaster STA station COMPO composition (composite) KPL kickplate ST steel COMP compress fed), (ion), (ibis) KIT kitchen STO storage CONIC C concrete knockout storm drain CMU concrete masonry unit LB L label STIR structural C% connection LABAB laboratory SCT structural clay the y CONST construction LAD ladder SUS suspended CONT continuous or continue LB tag bolt - SYM symmetry (Ica]) CONTR contract (or) LAM laminate (d) SYN synthetic CLL contract limit line LAV lavatory SYS system CJT control joint LH leh hand TKBD lackboard CPR copper L length Er TKS lackstrip CG corner guard LT light TEL telephone CORR corrugated LC light control TV television CTR counter LP lightproof _ TC le"a costa CFL counterfiashing LW lightweight ', TZ terrazzo CS countersink LWC lightweight concrete i:. THK thick (ness) CTSK countersunk screw LMS limestone THR threshold CBS course (s) LTL lintel TPTN toilet partition CRG cross grain ILL live load TPD toilet paper dispenser CFT cubic fool LVR louver TOL Tolerance CYD cubic yard LPT low point TAG longue and groove DPR damper MB machine bolt TSL top of slab DP dampproofing MI malleable Iron TST top of steel DL dead load MH manhole TW top of wall DEM demolish, demolition MFR manufacture (er) TB towel bar DMT demountable MRB marble TR transom DEP depressed MAS masonry T tread DTL detail -- MO masonry opening TYP typical DIAG diagonal MTL material (s) UC undercut DIAM diameter MAX maximum UNF unfinished DIM dimension MECH mechanic (al) UR urinal DPR dispenser MC medicine cabinet VJ v-joint (ad) DIV division MED medium VB vapor barrier DR door Man member VAR varnish DA doubleacting MMB membrane VNR veneer DH double hung MET metal VRM vermiculite DTA dovetail anchor li metal floor decking VERT vertical DTS dovetail anchor slot MTFR metal furring VG vertical grain DS downspout MRD metal roof decking YIN vinyl D dram MTHR metal threshold VAT vinyl asbestos rile ORB drainboard M 1, meter (s) n VB vinyl base DT drain Isle MM millimeler (s) VF vinyl fabric DWR - drawer MWK millwork Vi vinyl Zile DWG drawing MIN minimum WSCT wainscot OF drinking fountain min mirror WTW wall to wall DW dumbwaiter - MISC miscellaneous + `- WH wall hung EF each face MOD modular WC water closet E east MLD molding. moulding WP waterproofing ELEC electric (at) MR mop receptor WR water repellent EP electrical panelboard MT mount (ad), (ing) WS walerslop EWC electric w'nler cooler MOV movable WWF welded wire fabric EL elevation MULL mullion W west ELEV elevator NL mailable WHIR wheel bumper EMER emergency NAT natural W width, wide ENC enclose lure) NI nickel WIN window EO equal NR noise reduction - WG wired glass EOP equipment NBC noise reduction coefficient WM wire mesh ESC escalator NOM nominal WO without EST estimate NMT nonmetallic WD wood EXCA excavate N north WB wood base EXH exhaust NIC not in contract WPT working point EXG etisting NTS not to scale WI wrought iron EXMP expanded metal plate OBS obscure EB expansion boll OC on center (a) EXP exposed SYMBOLS used as abbreviations: OF opaque EXT exterior OPG opening L angle EXS extra strong OJ open -web joist it centerline FB lace brick OPP opposite c channel FOC face of concrete OPH opposite hand d penny FOF lace of finish CPS opposite surface I perpendicular FOM face of masonry OD outside diameter PL plate FOS lace of studs OHMS ovalhead machine screw P round FF factory finish OHWS ovalhead wood screw FAS fasten, fastener CA overall FN fence OH overhead FBD fiberboard PNT paint fed) FGL fiberglass PNL panel FIN finish (ad) PB panic bar FFE finished floor elevation I paper towel dispenser FFL finished floor line PTA paper towel receptor FA lire alarm PAR parallel FBRK lire brick PK parking FE fire extinguisher PBD particle board FEC fire extinguisher cabinet PTN partition FHS fire hose station PV pave (ing) FPL fireplace PVMT pavement t FP fireproof FED pedestal FRC fire-resislant coating PERF perforate (d) FRT fire-relardant DOOR ELEVATIONS SCALE: 7 ALUMi�F;_IXIXF41111. ITT INUM s e h a kh ,xC't u�,*i F g t �.r '.±gyp, BRICK ] r ".tf �kc„s'.-''sS"s (ra:.-$nT";.Y x3 •-„ k3' 'x sty ),�.M:'e 9�.z s'idjT 1c °a , ri1 'i b a T x t* �F�eaxa �,•; ;r;isR�rrf�,',q'+ C.M.U. �' ; �r-- �sx �"^pf 1�k €�tq'M+� "� i� �i'' T,R.. +[ 3G�e ;ski sx �-s • �-�� � �.� ' �-a rzu' i, EXISTING a X� GRANITE/MARBLE INSULATION (BATT) INSULATION (RIGID) y , 0 PLASTIC PLYWOOD POURED IN PLACE CONCRETE, A, PRECAST CONCRETE STEEL L WOOD (FINISH) �1 WOOD (ROUGH) ALL MATERIALS SYMBOLS ARE AS INDICATED ABOVE UNLESS OTHERWISE NOTED � c SYMBOL & INDICATOR LEGEND SECTION SECTION NO. Y,441 2.13.1 SHEET ON WHICH SECTION IS CUT SHEET ON WHICH SECTION IS SHOWN ELEVATION 2 ELEVATION N4.; SHEET ON WHICH ELEVATION IS CUT SHEET ON WHICH ELEV. IS SHOWN DETAIL DETAIL NO, t' `� 3 zi 1.1 2. SHEET ON WHICH DETAIL IS CUT SHEET ON WHICH DETAIL IS SHOWN,.:, COLUMN_ VERTICAL DISTANCE VERTICAL DIMENSION O 12'-0rr n ABOVE O OR BELOW ( ) FIN.FLOOR ELEVATION ROOM� t.c DOOR a. WINDOW O NUMBER INDICATES REQUIRED FIRE ORATING IN HOURS TO INTERSECTION OF ADJACENT WALLS. TOILET ROOM ACCESSORIES lR ACCESSORIES t MTG. HT. -- STD. 4' � REMARKS I FRAMED MIRROR lErx 30' 40- 40 HT TO BOTTOM 2 FRAMED MIRRCR AND SHELF 16's 30' 4`i' 40' HT. TO BOTTOM 3 UNFRAMED MIRROR — — SEE PLANS 11 SOAP DISPENSER, WALL MTD. 38- 36" MTD. ABOVE LAVATORY, TO 1- 16 SOAP DISPENSER, COUNTER MTD. — — 4' SPOUT INTO LAVATORY 22 TOILET PAPER HOLDER-24' 24r TO CENTERLINE HT. TO BOTTOM 26 TOWEL DISPENSER, SURFACE MTD. 4'I 40' 28 TOWEL DISPENSER, RECESSED 40.1 40- HT. TO BOTTOM 31 TOWEL DISPENSER/ DISPOSER, SEMI-REC. 40_ ` 40" HT. TO TOWEL DISPENSER OPNG_ 33 TOWEL DISPENSER/ DISPOSER 4E CE SSFD 59- 59 HT. TO TOWEL DISPENSER OPNG. i 34 TOWEL DISPENSER/ DISPOSER, SURFACE MTD. 40' 40' HT TO TOWEL DISPENSER OPNG. 36 SANITARY NAPKIN DISPENSER, SURFACE MTD. 36- 36" HT. TO BOTTOM, WOMEN ONLY 37 SANITARY NAPKIN DISPENSER, RECESSED 1 36' 36- HT. TO BOTTOM, WOMEN ONLY 156 SANITARY NAPKIN DISPOSER 18- HT. TO BOTTOM, WOMEN ONLY 60 GRABBARS — 35' SEE PLANS FOR SIZE, SHAPE. 6B MOP HOLDER 60' — HT TO CENTERLINE 70 COAT HOOK, DOUBLE PRONG 54" — HT. TO CENTERLINE i t ROOM DOOR PAINT SCHEDULE MARK I TITLE WALLS NORTH SOUTH EAST WEST I FLOOR CEILING REMARKS DRAWING INDEX L-1 PHASE ONE LANDSCAPE PLAN L-2 PHASE TWO LANDSCAPE PLAN 'y L-3 PHASE ONE IRRIGATION PLAN' L-4 PHASE TWO IRRIGATION PLAN'' A.0 LEGEND SHEET A2.1 PARTIAL FLOOR PLAN ::A A2.2 PARTIAL FLOOR PLAN "B"' A2.3 PARTIAL FLOOR PLAN "C" A2.4 PARTIAL FLOOR PLAN "D" A2.5 PARTIAL FLOOR PLAN "E" A2.6 PARTIAL FLOOR PLAN 'IF" A2.7 ROOF PLAN A3.1 ELEVATION A3.2 ELEVATION A3.3 ELEVATION A4.1 WALL SECTION & DETAILS A4.2 WALL SECTION & DETAILS A5.1 STOREFRONT ELEVATIONS & DETAILS A6.1 TYP. TENANT PLAN & REFLECTED CEILING S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 PARTIAL PLAN & DETAILS S-4 FOUNDATION DETAILS S-5 FRAMING DETAILS S-6 GENERAL NOTES & SCHEDUI MP-1 SCHEDULES NOTES '& LEGE) MP-2 19, PARTIAL FLOOR PLAN "A" MP-3 PARTIAL FLOOR PLAN "B" MP-4 PARTIAL FLOOR PLAN "C" MP-5 PARTIAL FLOOR PLAN "D" MP-6 PARTIAL FLOOR PLAN "E" MP-7 PARTIAL FLOOR PLAN "F" MP-8 TYPICAL TENANT PLANS MECHANICAL E-1 SITE PLAN ELECT. & LEGEND E-2 PARTIAL FLOOR PLAN "A" ELECTRICAL E-3 PARTIAL FLOOR PLAN "B" ELECTRICAL E-4" PARTIAL FLOOR PLAN "C" ELECTRICAL E-5 PARTIAL FLOOR PLAN I'D" ELECTRICAL E-6 PARTIAD FLOOR PLAN "E" ELECTRICAL E-7 PARTIAL FLOOR PLAN "F" ELECTRICAL E-8 TYP. TENANT PLANS ELECTRICAL E-9 RISER DIAGRAMS E-10 SCHEDULES & LOAD CALCULATIONS LI Nixt%�IN6��IIZ�K�l6�c'i�lY Tt tt; SATE .4c, T t gi"T BUILDING DATA t 6 " M,r '.iR�ff .3+w0rKy"„'t RPM rz"`.a,%r1 OCCUPANCY CLASSIFICATION MERCANTILE (M) RETAIL BUILDING AREA: PHASE I = 56,829 sf PHASE II= 84,932 sf CONSTRUCTION CLASSIFICATION TYPE (IV) SPRINKLERED BUILDING HEIGHT (23'- 0") — 0 PP t DOOR PAINT SCHEDULE MARK I TITLE WALLS NORTH SOUTH EAST WEST I FLOOR CEILING REMARKS DRAWING INDEX L-1 PHASE ONE LANDSCAPE PLAN L-2 PHASE TWO LANDSCAPE PLAN 'y L-3 PHASE ONE IRRIGATION PLAN' L-4 PHASE TWO IRRIGATION PLAN'' A.0 LEGEND SHEET A2.1 PARTIAL FLOOR PLAN ::A A2.2 PARTIAL FLOOR PLAN "B"' A2.3 PARTIAL FLOOR PLAN "C" A2.4 PARTIAL FLOOR PLAN "D" A2.5 PARTIAL FLOOR PLAN "E" A2.6 PARTIAL FLOOR PLAN 'IF" A2.7 ROOF PLAN A3.1 ELEVATION A3.2 ELEVATION A3.3 ELEVATION A4.1 WALL SECTION & DETAILS A4.2 WALL SECTION & DETAILS A5.1 STOREFRONT ELEVATIONS & DETAILS A6.1 TYP. TENANT PLAN & REFLECTED CEILING S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 PARTIAL PLAN & DETAILS S-4 FOUNDATION DETAILS S-5 FRAMING DETAILS S-6 GENERAL NOTES & SCHEDUI MP-1 SCHEDULES NOTES '& LEGE) MP-2 19, PARTIAL FLOOR PLAN "A" MP-3 PARTIAL FLOOR PLAN "B" MP-4 PARTIAL FLOOR PLAN "C" MP-5 PARTIAL FLOOR PLAN "D" MP-6 PARTIAL FLOOR PLAN "E" MP-7 PARTIAL FLOOR PLAN "F" MP-8 TYPICAL TENANT PLANS MECHANICAL E-1 SITE PLAN ELECT. & LEGEND E-2 PARTIAL FLOOR PLAN "A" ELECTRICAL E-3 PARTIAL FLOOR PLAN "B" ELECTRICAL E-4" PARTIAL FLOOR PLAN "C" ELECTRICAL E-5 PARTIAL FLOOR PLAN I'D" ELECTRICAL E-6 PARTIAD FLOOR PLAN "E" ELECTRICAL E-7 PARTIAL FLOOR PLAN "F" ELECTRICAL E-8 TYP. TENANT PLANS ELECTRICAL E-9 RISER DIAGRAMS E-10 SCHEDULES & LOAD CALCULATIONS LI Nixt%�IN6��IIZ�K�l6�c'i�lY Tt tt; SATE .4c, T t gi"T BUILDING DATA t 6 " M,r '.iR�ff .3+w0rKy"„'t RPM rz"`.a,%r1 OCCUPANCY CLASSIFICATION MERCANTILE (M) RETAIL BUILDING AREA: PHASE I = 56,829 sf PHASE II= 84,932 sf CONSTRUCTION CLASSIFICATION TYPE (IV) SPRINKLERED BUILDING HEIGHT (23'- 0") — 0 PP t PAINT SCHEDULE MARK I TITLE WALLS NORTH SOUTH EAST WEST I FLOOR CEILING REMARKS DRAWING INDEX L-1 PHASE ONE LANDSCAPE PLAN L-2 PHASE TWO LANDSCAPE PLAN 'y L-3 PHASE ONE IRRIGATION PLAN' L-4 PHASE TWO IRRIGATION PLAN'' A.0 LEGEND SHEET A2.1 PARTIAL FLOOR PLAN ::A A2.2 PARTIAL FLOOR PLAN "B"' A2.3 PARTIAL FLOOR PLAN "C" A2.4 PARTIAL FLOOR PLAN "D" A2.5 PARTIAL FLOOR PLAN "E" A2.6 PARTIAL FLOOR PLAN 'IF" A2.7 ROOF PLAN A3.1 ELEVATION A3.2 ELEVATION A3.3 ELEVATION A4.1 WALL SECTION & DETAILS A4.2 WALL SECTION & DETAILS A5.1 STOREFRONT ELEVATIONS & DETAILS A6.1 TYP. TENANT PLAN & REFLECTED CEILING S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 PARTIAL PLAN & DETAILS S-4 FOUNDATION DETAILS S-5 FRAMING DETAILS S-6 GENERAL NOTES & SCHEDUI MP-1 SCHEDULES NOTES '& LEGE) MP-2 19, PARTIAL FLOOR PLAN "A" MP-3 PARTIAL FLOOR PLAN "B" MP-4 PARTIAL FLOOR PLAN "C" MP-5 PARTIAL FLOOR PLAN "D" MP-6 PARTIAL FLOOR PLAN "E" MP-7 PARTIAL FLOOR PLAN "F" MP-8 TYPICAL TENANT PLANS MECHANICAL E-1 SITE PLAN ELECT. & LEGEND E-2 PARTIAL FLOOR PLAN "A" ELECTRICAL E-3 PARTIAL FLOOR PLAN "B" ELECTRICAL E-4" PARTIAL FLOOR PLAN "C" ELECTRICAL E-5 PARTIAL FLOOR PLAN I'D" ELECTRICAL E-6 PARTIAD FLOOR PLAN "E" ELECTRICAL E-7 PARTIAL FLOOR PLAN "F" ELECTRICAL E-8 TYP. TENANT PLANS ELECTRICAL E-9 RISER DIAGRAMS E-10 SCHEDULES & LOAD CALCULATIONS LI Nixt%�IN6��IIZ�K�l6�c'i�lY Tt tt; SATE .4c, T t gi"T BUILDING DATA t 6 " M,r '.iR�ff .3+w0rKy"„'t RPM rz"`.a,%r1 OCCUPANCY CLASSIFICATION MERCANTILE (M) RETAIL BUILDING AREA: PHASE I = 56,829 sf PHASE II= 84,932 sf CONSTRUCTION CLASSIFICATION TYPE (IV) SPRINKLERED BUILDING HEIGHT (23'- 0") — 0 PP t LW r A W Issis .J O Z 0 W cc II W I" cat V F U J Z I Z11 IL ` Ca B.L. CL IJ W Z W _ ® � 1 OC � /LLI �f V 0- %_ IIm U W I— J ZIn Z V I I V+ J F Z UJ W V X J I ■ 1 1 V O < O a 0 =O W O O ra W N tl W — H — a ¢ a W 0 U i < 17 Q N SET NO SHEET AO 7 OF as - i I� \ rt27r IA L. �►�OD12 FLAN '' C��� �JI^ LEI �/Ili � I OII s KEYNOTES: 721 EXPANSION JOINT 732 THERE SHALL EXTEND A 4 HR. RATED WALL CONSTRUCTION IN CANOPY A ABOVE COVERED WALK. THIS SHALL CONSIST OF 4 LAYERS OF 1/2" FIRECODE "C" GYPSUM DRYWALL ON EACH SIDE OF A 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. (TYP.) UL DESIGN NO. U435 I- i KEY PLAN N.T.S. 22 Vr > ` W O a W > O 1!1 is W MJ (300 _ noo o (u ID co c n V < w O = a o H 0 z 0 2 z 0 W = N N = (] O W O > > > U N W p O U 2 a 0 < W 6 W S W 2 lip V J W U) I O r t Y h PI Y i. fi z ( Fri R Y.a � r r G I 2i 4 .. g i v. t i �IM l ".:-� �°. *'� � � t� Mom... ffkf �he F f W LLk _ Y � lM O . .4 Y 3 �r. " LL 2 w I L, 5-Z(l KEYNOTES: 721 EXPANSION JOINT 732 THERE SHALL EXTEND A 4 HR. RATED WALL CONSTRUCTION IN CANOPY A ABOVE COVERED WALK. THIS SHALL CONSIST OF 4 LAYERS OF 1/2" FIRECODE "C" GYPSUM DRYWALL ON EACH SIDE OF A 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. (TYP.) UL DESIGN NO. U435 -. - 1 s, x Q L 0 i G m W H Z W V W L� i r OZ N 7 OC O w (� W Ci V ? O Q Q 0. O J w z w O Ja .� Oa w O -, _W (n c1c O J o X V KEYNOTES: 721 EXPANSION JOINT z Ul uj O z LL. )ZZ Ch LLI z 0 LLJ ON ui 0 2 W Cl) CC fi =) 0 U.M 0 ■ ■ ■ O 6-55 Q-- T 1 77� -�5 T, I F4, ry IT LiiI J TA -T, ITT -iTI TL K/-- � , I , "' 1::Z C)A- -.'�, 7t'F� �-- - a -s r ; - 11 IF�1 " I ; �1, . 4-, - i , � . � ,-- _ ---_ t,�t ---_ �- ---,-,�-�`_,---­� ., " �F L -� ��' �- � _IFi i s ­ , I r , ,I F " � I 1 , F I I,ti 1, I7, I I I F I I - I ��-'�P I " , � Po I I I I I I - I � I II x i� 4, , I � I I I r '-, � , ,, " �,� � , I � I iIiF 1. �, 11 FIII Ii, I— � � .1 11 , I I .� " �', " . i I 11 I ; 'I, - , F � ,i �� - � I - , ,F ,�--, � I .- I - , ,k, , , - , I , I I ii , ;� I , I ­ �., "f, , �j, � ,Ii i ; .� , , , ,... 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EAZH SIDE OF aM q % TO DRAIN lc 721 EXPANSION JOI INSULATE VOID W1 R-11 723 CANT STRIP INSULATION 901 3/4"STUCCO C 'm w I— z El Lu 2 to up 0 Z el cn D r I= 0 Lu w M LU r) Q =) 44 j m IUL D z W > u w 0 0 13 m G J IL rn z u uj w 0. 0 .j uj z > 0 LL! < CE: Lu 0 z (1) M W U) CC fi =) 0 SIN Al w x >2 m w 2 wo w m 14 fi I, CAL, k i"J �t 17, 6:1 11 ............ ----- r KEYNOTES:�' 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 714 METAL CAP FLASHING PRIMED AND PAINTED 721 EXPANSION JOINT 804 ALUM. STOREFRONT DOOR WITH 1/4" TEMP. GLAZING 805 ALUM. STOREFRONT MULLION WITH 1/411 GLAZING 901 §v 3/4" STUCCO ON METAL LATH Tv 1-1 r, '44 A Ir % i- g, ly 7 gy. 4 i': - - - - - - - -- ----- Cm "MM d 2 m un 13 0 J LL Joe u i u F 2 (L 0 .j LLJ > LL, 0 J CC .J Lu 0 cc x 2 w IN rd N ME e,t,, SUM, } 5� 9 N �F i AwNIN� ii ) *. 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Drawings are issued for only one of these purposes; COORDINATION OWNER REVIEW PERMITTING BIDDING CONSTRUCTION Use of these drawings for any purpose other thad that intended shall be at the sale risk of the user. STEPHEN WHITEHOUSE ENGINEERS INC. RECORD OF INTERNAL DRAWING REVIEW % COMP. D.L.M. I DATE ENOR. DATE CORR. DATE eo oz • 3) Z3 I - E 3 23 f? 3 Z5 so a �. �4 4 T. +►. 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I I S '- 2 I__ F 14'- I D 1J- 7 r _ _ .- : .. N • -: �� y�" - �� 'L - _ _ . _ , F' — _ _ _ - _ — :_� _ S G J _ _ _ _ _ - _ — 11 FiF _ — — — - _:- _ _ - . :r 1. ,. , ,: P ARTIAL PLA N "', . _ PARTIA P -,. z L LAN - - 3 _. - 't r.' .-.. ,. : • ,, ", r .. -✓; •' �,.:a. ',"., Ie s, n p .+yy _ r:, _. z t ',c+ iFI SCALE 1 - /8 1 0 3 A E SC L 1/ =1-0 8 -_ - - -- -. :., ROOF FRAMING PLAN NOTES 11 . N-1 HORIZONTAL BRIDGING SPACING IN EACH BUY IS DIVIDEDINTON-16 JOIST GIRDER 28G5N5.6K. 21, N-33 CENTERLINE OF PIPE OR TUBE COL. C.M.U. WALL. ' EQUAL SPACES 13 S-5. 1 ALONG A AND BETWEEN AND BETWEEN 1 AND �O AND9, N-34 N-35 CENTERLINE OF OUTSIDE EDGE OF C.M.U. WALL. BETWEEN BAR JOIST BEARING. SEE DETAIL SHT, XX'-XX -ALONG N-36 C.M,U. EXP. JOINT SEE DETAIL 24 ON SHT. S-5. N-2 TOP OF JOIST ELEVATION A,F.F. IS SHOWN THUS AS N-ll JOIST GIRDER 28G5N6.OK N-37 METAL ROOF DECK 1 1/2" DEEP. N-3 N-4 SEE SHEET 6 FOR BEAM SCHEDULE. ---- 1 ALONG B AND BETWEEN 28 AND 32. N-38 ToP OF WALL SLOPES. SUPPORTED BY C.M.U. WALL OR STEEL BEAM. N-5 L3 X 3 X 1/4 TO CARRY ROOF DECK. WELD TO TOP OF BAR ALONG 1 AND BETWEEN r30 AND. N-39 BAR JOIST TOP CHORD EXTENDED ENDS. FOR BEAM TO SIDE OF COL, CONN. JOIST OR EXP. BOLT TO THE WALL. N-40 Do NOT PROVIDE SLOTTED HOLES ON BEAM N-6 BAR JOIST 22 K7 AT 5 -O. O.C. �U.O.N.). TYPICAL BETWEEN N-18 JOIST GIRDER 28G5N6,9K, 32. N-41 ToP OF BLOCK WALL STEPS. OF STEEL BEAM DIMENSION. _ S0 AND 60. COLUMN LINES 1 AND 21; 28 AND 32; 32 AND 46, _ _ 1 ALONG C AND BETWEEN 28 AND r{_O TJb, N-42 CENTERLINE TO CENTERLINE TO 2" FROM OUTSIDE EDGE OF C,M,U. THIS BEAM SUPPORTS '. _ _. N-7 BAR JOIST 12 1Z1 AT,0. O.C. 3.O.N.) TYPICAL BETWEEN 1 - ALONG AND BETWEEN AND N-43 EXTEND W18 STEEL BEAM __ _ _, _ _ � .. AND 21; 50 AND 58. — — _ BAR 16 K� AT 5 0. O.C. U.O.N.) TYPICAL BETWEEN _ ; _ N 19 JOIST GIRDER 32G 6N6.9K. , I ,,,. .. .. , . ,: '. .. , _ N 44 W16 STEEL BEAM. I ST GIRDER 366 N 6 K , Jo .,...,,,,.. ': ,r, ,.. ,,..F,,,. ... ,., ., ., , „ . , ... . ,..�:,z. . —=- - ..,. -N-8 r JOIST 2 AND 32, 4O AND 46. 8 _ N-20 JOIST GIRDER 3 2G6N6.OK, �_ � T - - , ,. ,: ---- - N-45 JOIST GIRDER 36G6N5.6K - -`— --� - - — ,, F,i," _ , ;, xr,,a N-9 — _ 28 BAR JOIST 2�K5 ATE 0 O.C. �U.O N.) TYPICAL BETWEEN _ - N 21 BAR JOIST E XTENDED ENDS . „_ ,; ;; : , „ ' . , N-46 ER 36G 6 N7 4K JOIST GIRD ,, ,.; „ z ":' `r` AND 32; 40 AND 46. N-22 BAR JOIST SUBSTITUTE 2 1/2 DEEP. " "" N-47 JOIST GIRDER 20G4N7.4K 2" OUTSIDE EDGE OF THIS BEAM SUPPORTS CMU ry -' ,, N-lO JOIST GIRDER BEARS ON BLOCK WALL. SEE DETAIL 12 SHEET �;,; N-23 JOIST GIRDER 32G6N5.6K. ,- _ N 48 EXTEND W24 STEEL BEAM TO FROM . .; t S-5, - AT O. N-24 N-25 JOIST GIRDER 32G6N7.4K, CENTERLINE STRUCTU RAL S TEEL BEAM.` - N 49 W21 STEEL BEAM. STEEL BEAM IS SUPPORTED BY STEEL BEAM AND NOT BY C.M,U, PIER ON THIS END. " ' N-11 BAR JOIST SUBSTITUTE 2 1/2 DEEP AS OUTRIGGER N-26 ROOF EXPANSION JOINT. SEE DETAIL 13 _ - ON SHEET .S 5 ' N-50 STEEL BEAM IS SUPPORTED BY C.M.U. PIER, ' .,.,, -' N-12 O.C. TYPE S BEAM SPLICE. REFER TO DETAIL 15 SHEET 5. N-27 TOP OF 1 2" CMU WALL AT 21'-4 A.F.F, — H - S-5 N-51 PIER STEPS IN HEIGHT TO SUPPORT BEAM AT LOWER ELEVATIOP:.`. ^ - t ' .,. N-13 ROOF DECK SLOPES 1/4 IN. P ER FOOT IN DIRECTION SHOWN. N-28 STEEL BEAM BEARS ON CMU WALL. S EE DETAIL 14 ON SHEET _ N 14 ROOF EXPANSION JOINT. SEE DETAIL 1 9 ON SHEET S-5. N -29 ROOF EXPANSION JOINT, SEE DETAIL 3 ON SHEET S-5 BEAM BELOW AND SUPPORTING BEAM N-15 JOIST GIRDER 28 G5N7.4K. � N-30 3 DIAMETER PIPE COLUMN SUPPORTED BY 1 ALONG D AND BETWEEN 1 AND 21, - F 32 AND�JO. N-31 ABOVE. „ 3 DIAMETER PIPE COLUMN SUPPO RTED BY BEAM ABOVE AND SUPPORT ING BEAM ALONG AND BETWEEN , 3 ALONG _ APJD BETWEEN 3� AND r10. AND EO. N-32 BELOW. REFER TO ARCH. AND MECH. PLANS FOR SIZE, WE IGHT, AND LOCATION OF MECH. .'.. 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' (I ' ,il� a b a. - y ,.�.-. R.".� e.S ' t FF, , .,,.,. rz,. . ..: nz ,F , c.. x. TYP. COL. FOOTING SECTION r — N-3b N 33 I s � 1 � 11 \ N3 + I I r L_ _ A'. ? ME ',"l s� ; :< i. ,_: I [. III,' .d Qf .. A ' " d . o L— d o e N 59 O , ] N5 NOTE:, N 58 PROVIDE A KEYED JOINT WHERE A CONTINUOUS CONCRETE ELEMENT IS.CONSTRUCTED IN PARTS. USE THIS DETAIL FOR A CONSTRUCTION JOINT WHERE REQ'D, UNLESS NOTED OTHERWISE. EXTEND REINFORCEMENT THE MINIMUM LAP DIMENSION INTO THE NEW CONCRETE POUR. TYP. KEYED JOINT s-4 E DZ t[ ---- _ N Q •e • ' I ''' — a • . I - . :/ � J_ C ti, % o • ,, N I •Y I a L-- ---! —J r 1— 1'8 _, 1-5 -� __2 �`_ 2 �- - -- TYP. COL. FOOTING PLAN n DETAIL TYP. WALL FOOTING z) (N- `Y (N - W /4 DETAIL I 5-4JAT ROOF EXP. JOINT 1 1 N2 - - - i ' ,- �.1� '�-t-­ , -' r i : . N 24 15 II _ r } 1 -...4 }# �iI,��s� �J-7;I '_ �L--_ -'-�", NI.__III1- 1 .- .. -.._� �"­1 I �v 'i. �.,,,I�,� k T F � , .. -_j1� '.. . � af �-� z?:' i�—_sI �' '' ' ;-"7I I " _. fi4 " s' " - _. Ji 1� ,_ -- o. z� N zs "� "I e "I, , ,� I il 1 I , 1:1", I's I -i' � � i � I I I 1 • i- - A �" �A BEAM BEARING ON i 4 s-4 C.M.U. WALL.. gyp: t 1.'" ii Y �`� �:1, 4 A� > /� n , A -^�1 Z-CE •�"55.. .. "l a,-"- ii '�'$'i lb [' A' z,.- �..�3�.• C r .� - "F r )f it ..� , - ..sl— f �. N-2 � 1� V-2i � /T ....... IN GIRDER AND BEAM TO �' COLUMN CONNECTION ; ,. :: , SECT10 '`NOTES N-1 POINT OF ROTATION FOR BUILDING'S CHANGE OF DIRECTION. N-2 8" C,M,U. N-3 CENTER OF FOOTING, N-4 CENTERLINE OF WALL AND PIPE COL, N-5 CENTERLINE OF BEAM, N-6 12" C,M,U. ° °N N-7 EXP, JOINT MATERIAL, + ; I'llN-8 JOINT SEALANT, £,N-9 BACKER ROD, N-10 SLAB ON GRADE. N-11 CENTERLINE OF BAR JOIST, i N-12 STEEL BEAM. N-13 4" 0 STD, PIPE COL,11 ` N-14 PLATE 3/4 x 11 5/8 x 2'-0 w/4 - 3/4" 0 x 6 H,S,A. ' N-15 1" NOW -SHRINK GROUT. ' `}�g'4 a N-16 FILL ALL CELLS WITH CONCRETE, 3/4" 0 BOLT ON BOTH SIDES OF BEAM WEB, -` N-19 BAR JOIST, N-20 CONT, L 6 x 4 x 3/8, N-21 JOIST GIRDER, N-22 3/8" PLATE STIFFENER (BOTH SIDES), N-23 CENTERLINE OF WALL, ' LU N-24 PLATE 3/4 x 6 1/2 x 1'-4 w/z - 3/4" 0 x 8`H.S.a`' 1`. I— N-25 FILL EACH OF THREE VERTICAL CELLS UNDER BEAM Z SUPPORT W/GONG. AND #5 BARS, EXTEND BARS 11J TO FOOTING. V N-26 CUT BLOCK AS REQUIRED, N-27 3/8" X 4" PLATE STIFFENER, 3/4" 0 BOLTS, N-29 PIPE coL. LU N-30 2" HIGH STRENGTH NON -SHRINK GROUT, 'J N-31 W,W,F, SEE PLAN, �" N-32 USE TWO LAYERS #15 FELT BOND BREAKER, Z) >- N=33 PLATE 3/4 x 12 x 1-0.0 �— N-34 (4) 3/4" 0 A 36 ANCHOR BOLTS w/3" HOOK. N-35 PIPE COL. SHOWN SIZE VARIES (SEE PLAN).. M} N-36 FINAL POUR, tr 0 k N-37 FINISH FLOOR, LiJ ( " N-38 SEE PLAN, „ N-39 9" MIN. " �R N-40 3„ _ ,, NLU -41 SEE SCHEDULE FOR BARS E,W. EQ. SPACES. N-42 FILL DIRT. r- v. N-43 CENTERLINE OF COL. -J f N-44 3" CLEAR, I~ lh N-45 SAWCl1T JOINTS IN CONC. SLAB, �U { N-4E SEE SCHEDULE FOR DIMENSION, -1 N-47 HORIZONTAL JOINT REINF, a ALTERNATE COURSES. N-48 2'-0 MI 1� `� N SPLICE LENGTH] :; N�49 #5 DowELs 4'-0 o,c, a N-50 VAPOR BARRIER. N-51 #5 BAR a 4'-0 O,C. IN FILLEDi CELL,' d :" N-52 #4 Bags a 2'-0 o,c. N-53 3 #4 BARS CONT. 0 ,, N-54 2 #5 BARs coNT, U I " N-55 3/4" FOR SLAB. r ; N-56 FOR FOOTING, �,., N-57 1 1/2" FOR SLAB OR 3 1/2" FCJR FOOTING. N-58 #4 DowELs x 2'-0 a 2'-0 o.c. Z EDGE. LU N-60 CONC, FTG. OR SLAB.,,,' i': ` N-61 COLD JOINT , a N-62 BRICK, N-63 PLATE 3/4 x 8 x 0'-8.� J k n N-64 PLATE 3/4 x 5 x 0'-8. W r N-65 3/4" O BOLTS a 24" O.C. PROVIDE SLOTTED HOLES AT ANGLE > FINGER TIGHTEN NUT AND TACK WELD, W N-66 1/4"X3 1/2 % CONT, STEEL PLATE, N-67 ROOF DECK WELDED TO PLATE, a f N-68 L4x4x1/4" DECK ANGLE, ATTACH TO C,M,U. WALL '` . :` "-0-x4" ExP, BOLTS &-�" U.C. J �� k W t ��°4 i���� �• ' r °li�3 na ° �+' ,�'" E (� 11 LL �, ..pn . t,�`..4 t{ A ,s N N ¢ N ¢ W W W ...: .— ._ .._'4-. �„- ..Y- �...�--IDS -•.I'se '-'y�j'tik +- �yJ Z ,t j 5't z = m Z W W <W In O ¢ m N I = cJ Z P� W s".i Zo U > ¢ < Q w < c -^a r-. F- Y p J = U n ¢ " �� ? �� 2 P l r r 7= Z) W < Ld N ma OW Z N M VF- o I-< n. U h Y s -- .. 4- s E-- o Z I W 0 J 11 I" � 9 Q f LL Z r W W 0 l,ri T n -. �� - o II" C1 m N W ° 'r'' 'a m l7 m W { a k 7 Ri > 0 ; • f Q co s a.Z <m «u¢ t 1• ',., i s ` a ti t t ' k. q,, t 1.''�nk'^i','. 7k . DRAWING IS END DATE - PURPOSE _ C112bI NAT10 l S coo �'r71IJ1ITiOu m a n O O = 3 N N e) W W O N t7 W 2 N Z O O > > > U W O S O W W W N 0 U n < cc LC = a - .. - �� Thew drawings shall be used only for the t" 2O - purpose intended at time of printing, as - L': N indicated above. Drawings ere issued for only 43 .0 :- fD .i' _. - one of then* purposeat r,, `I 2 COORDINATION z; � O ON NER Rfiy I6N fi ,' ° ,,; `� .,'. I z "": PCRHITTING - - z I r r�". W Ci BIDDING mr"t .J Q € '� --. '- i5: S Ul 0' - CONSTRUCTION W Use of thew drawings for any purpose other W � — than that intended shall be at the sole rixV IIILL of the user. _.._.-_._._.__....________'__ W.._..____—._=_--.- _ STEPHEN WHITEHOUSE ENGINEERS NC. _� .__:-- SET NO SHEET /� 4 OF Q': __-_ RECCRD OF INTERNAL DRAWING REVIEW .- -- Dl.M. -30 DATE EHOR. DATE CDRR. DATE PL. 3 23 T 3 23 P. 2� __ I. H. �.N1. 7 °°___;`'-�.M.4 T.H. t R.M. IZ ___ i i -r� � A ,T /e T i t dnr� P 1 .i/id ,Q-34 ummmmomm /����� CS ammis C® I �MEN G�■uu■■n�3u■■■��m� I I -35 N 22 u- u 37 DETAIL IJ-3 TYP. BEAM SUPPORT AT PIER j VA .'.2aI- `' II�� 7I U-14 (o' WELD AFTER ROOF DEAD LOAD IS 1W PLACE GIRDER TO COLUMN CONNECTION �� V 2 TYP. JOIST TO GIRDER CONNECTION TYP. GIRDER BEARING U ON C.M.U. WALL -2 TYP. CROSS —BRIDGING (2)SECTION S-5 BEAM TO BEAM CONN. � "* .f Y , om it •—IT• -- N a3 u-al i h i ® THIS DIMENSION SHALL BE AT LEAST 112 THE "T" VALUE OF BEAM, ® USE 3/4" A325 BOLTS IN BEARING. SELECT # OF BOLTS FOR THE SHEAR VALUES ON PP, 2-27 THRU 2-31 OF RISC MANUAL, BUT NOT LESS THAN THAT REQ'D, 'BY NOTE A ABOVE, © USE PLATES EACH SIDE OF WEB, THICKNESS SHALL BE AT QD LEAST 112 THE WEB THICKNESS, BUT NOT LESS WELD SIZE SHALL THAN 3/8", BE 1/16" LESS THAN PLATE THICKNESS. I5 TYP. BEAM SPLICE BEAM BEARING ON TYP JOIST TO BE_AM CONNECTION COLUMN 5 I I � IU-SCo I I I I I I I I I I I DETAIL \5-5 BEAMS AT TUBE COL. 18 E , yl DETA 12 I j 2-I2 I� ROOF %2 !z �" 3/4 �- SECTION NOTES, jq- N-3q N-41 N-1 L3 x 3 x 1/4 x CONT. N-2 METAL DECK, N-3 CENTERLINE OF STROREFRONT BEAM, N-4 BAR JOIST EXTENDED TOP CHORD, N-5 STEEL BEAM, N-6 8" X 20 GAGE METAL STUDS a 24" 0,�, N-7 3 5/8 X 18 GAGE METAL STUDS is 24" O,C, _ N-8 CONTINUOUS 20 GAGE CHANNEL, N-9 DIMENTION REFERS TO SECTION CUT 2/S-5, 1J 23 N-10 DIMENTION REFERS TO SECTION CUT 1/S-5 N-11 PIPE COLUMN, — N-12 PLATE 3/4 x 8 x 1'-2, N-13 PLATE 3/4 x 8 x W -11 1/2, N-14 PLATE 3/4 x 8 x 0'-8. N-15 2-3/4 0 H.S. BOLTS, PROVIDE 2" SLOTTED HOLES ON BEARING PLATE, FINGER TIGHTEN NUTS AND TACK WELD, _— APPLY COAT OF HEAVY GREASE ON BEARING PLATE, 1�1I _ — 1.1I N-16 JOIST GIRDER, — N-17 2 112 JOIST SUBSTITUTE AS OUTRIGGER a 5'-0 O.C. — N-18 PLATE 112 x 4 x 0'-8 w/2- 1/2 0 x 6 H,S,A, — N-19 8 X 16 BOND BEAM W/2 #5 BARS IN KNOCK OUTBLOCK N-20 CUT BLOCK AS REQUIRED, N-21 3/8" PLATE STIFFENER (BOTH SIDES) cc N-22 PLATE 3/4 x 11 5/8 x 1'-4 w/2 - 1/2" 0 x 12" H,S,A, 3/jey 155/8"' /�" N-23 1" NON -SHRINK GROUT, W r N-24 PLATE 3/4 x 12 x 1'-0. N-25 PLATE 3/4 x 8 x 1'-0, Z SECTION N-26 3/4" PLATE STIFFENER (SEE DETAIL BELOW), Uj S-5 N-27 3/4" 0 BOLTS, () THRU CANOPY BEAM SUPPORT N-28 PLATE 3/8 X 9 X 0'-10 (HIGH), BOTH SIDES, N-29 BEAM TOP FLANGE BEYOND, N-30 STIFFENER PLATES, LU N-40 N-31 CENTERLINE OF STEEL BEAM (BEAM NOT SHOWN FOR CLARITY) J N-32 2 #5 BARS,N-33 ILL _ } N-34 N-35 #5NBARTINFCORNERERY CELL. CENTER O LINE OF PIER, Z N-36 OUTSIDE EDGE OF CMU (BELOW), N-37 12" BLOCK, cl) =) 1�W1► N-38 #5 BAR EXTEND INTO FOOTING, cr Q M 47 N-39 CENTERLINE OF STEEL BEAM, W (� N-40 LIGHTGAGE METAL STUDS (BEYOND), cc N-41 SEE ARCH, IjJ � `' N-42 EDGE of 12" CMU, U � .�� >� DETAIL ' N-43 N-46 EDGE OF CMU ON BOTTOM PORTION OF PIER, SASH CON, BLOCK V Q 5/CONTROL JOINT FOR CMU WALL N-47 N-48 RAPID POLY -JOINT MATERIAL, ExP, JOINT IN ARCH, FINISH, J N-49 CONCRETE BLOCK, U j N-50 BACKER ROD, W Z Z 48 KJ-N-51 JOINT SEALANT, I c Q Q N-52 EXTERIOR SIDE OF WALL, cl) -� N-53 WT 5 X 11 (OFFSET TO CENTER BEAM), d N-54 L5 x 1/2 x 5, N-55 (2) 3/4 0 BOLTS w/2" SLOTTED HOLES ON BEAM, a (1 TO EITHER SIDE OF CENTERLINE OF BOLT), FINGER TIGHTEN NUT AND TACK WELD, O N-56TS4x4, N-57 CMU EXPANSION JOINT. U 1 . a „ mDETAIL ®EXP.JOINT ON e 1• • • • N-64 EXP, JOINT ANGLES, 0 N-65 PLATE 3/4 x 11 5/8 X 1'-0 W/2 - 3/4" 0 X H,S.A, N-66 BAR JOIST, LU �I/Z� N-67 CENTERLINE OF PIPE COL. & B.J. > N N-68 3 1/2 x 3 1/2 GAGE 3/4" 0 H.S. BOLTS W N-69 PLATE 3/4 x 9 x 1-4, p N-70 PLATE 1/2 x 6 X 0'-6. N-71 BAR JOIST TOP CHORD, J X N-72 BAR JOIST BOTTOM CHORD, N-73 11 1/4 1 1/4 8 .J ►- "I N*55 X X EACH SIDE AT ALTERNATE N•91 I f — JOIST LOCATIONS, 2 O I N-CoCo N-74 #5 BAR AT 4'-0 0. C . W V) N-75 PLATE 1 1/4 x 8 x 1'-4 w/ 3/4" 0 x 6 H.S.A. j N•42 I 3' N-76 FILL SOLID FOR 3'-4 AT X-BRIDGE LOCATION, U cc 1�2N-77 L2 X 2 X 1/4 X JOIST DEPTH w/2 - 3/4" 0 EXP, BOLTS, N-78 SIZE PER S,J,I REQUIREMENTS, IY2" N-5 N-79 L3 X 3 X 1/4 W/3/4" 0 X 4" EXPL BOLTS, CENTERED, n ,TACK N-80 FILL CELLS W/#5 BAR AND CONC, FOR 4'-0 WIDTH, I/4 I I I N-81 3/8" PLATE (MIN,) EACH SIDE, < l l N-82 3/4" 0 A 325 BOLTS, ¢ W I I N �3 N-83 VARIES 3" SPCG, TYP. W W I N-84 4- 3/4" 0 BOLTS, Z I N-85 CENTERLINE OF PIPE COL, z u 5� I N-55 N-86 TUBE COL, W Q I N-87 3- 3/4" 0 BOLTS E,S, F? W Zm N-54 N-88 PUNCH ANGLE LEGS FOR BLOCKING BOLTS, W o N-CLEAR. Q° 'acc N-90 90 3/ 3/4" 0 A 325 BOLTS IN SLOTTED HOLES a 2'-0 O,C, 0 l �4� (FINGER TIGHTEN BEFORE TACK WELD), j3 Z F o N-91 L6x4x3/8 NzP: N-92 CUT DECK AROUND HOLES, Z = W a XPANSION JOINT 25 ION N-93 CONT, PLATE 3/8" x 12 DW o �� SECT SECTION THRU BAR JOIST E is Zo SECTION S-5 THRU ROOF DECK OPENING -T -IV I I TYP. JOIST BEARING ON C.M.U. WALL S-5 BEAM ATTACHMENT TO SIDE N-94 SIZE AND LOCATION OF ROOF OPENING, REFER TO UW 0 MECHANICAL, OF COL. AT EXP. JOINT N-95 COPE BOTTOM LEG 4 DETAIL \JJOIST BEARING AT EXP. JOINT I.� 1Co Qj;THRU PIER AT EXP. JOINT N- N-96 L4 X 4 X 1/4 TYP, AT OPENING, N-97 JOIST SPACING REFER TO ROOF FRAMING PLAN, N-98 PLATE 112 x 4 x 0'-8 w/2 - 3/4 0 x H,S,A, N-99 VARIES, SEE ARCH, PLANS N-100 BOND BEAM W/ 2#5 BARS IN KNOCK -OUT BLOCK, N-101 #5 BARS a 4'-0 O.C. EXTENDED TO FOOTING, N-102 BRICK 107.ijimm w .` W p: i. F o F W ■ L- 0 U m W a W 0 m ///�� W m 0 `o , > 0 z ; cc a W c o CC n r � n o o 0 N 0 N 0 N = U e, W Z O O S 0 O > W > W > W 0 0 O a < 2 ¢ G W D- . LU V) -3 r� Theo drawings shall be used only for the {' = .O co se intended at ties of printing, as :� S O above. Drawings are issued for only F O of thew purpows, COORDINATION LPindl`ooated � O OWNER REVIEW Z PERMITTING J W _ BIDDING X LU CONSTRUCTION 5 0. 0= Use of these drawings for any purpose other W W F J than that intended shall be at the Dole risk III 0 U. of the user. _ — SET NO STEPHEN WHITEHOUSE ENGINEERS, NC. RECORD OF INTERNAL DRAWING REVIEW SHEET [� J 2.4 OF S COMP. D.L.M. I DATE ENGR. DATE CORR. DATE 30 D.V. 3 Z3 T.1 . ZE.M. 3 z5 6 GO dc;M.411 D. 2 Tool / — R. 4 S "" - -I 1. r1uv1uw O 1'&GIlC6 E 1Q 141G1m6 k"UC 00I GU"1&U'w 11.'L=Y W1'.. Is. AY.J uullu. STRUCTURAL STEEL 1. Hot -rolled steel heave, plates, bare, channels, rode, anchor bolts and bare over all openings more than 5'-0 ride, rhere steel or other lintels are B- 56 N 14 X 22 16-11 - l not specified. B- 57 W 12 X 14 16-11 16-9 ..: _ angles shall conform to ASTM A36. 8. Provide clean -outs for filling cells in lifts exceeding 4 #t. 9. In B- SB W 12 X 14 16-10.25 17-0.25 2. Steel pipe shall conform to ASTM A53, Grade B, Fy=35 KSI•II addition to requirements elserhere in the dreringe for filling cells, fill B- 59 W 12 X 14 16-10.25 17-0.25 3. All Welds shall be made With E70 Lov Hydrogen electrodes, by qualified B- 60 W 16 X 40 20-0 - Welders ae er AWS re uirewente. P q cells With concrete and one IS bar at a maximum spacing of 4'-0, u.n.o. Fill B- 61 i 4. All bolts, except anchor bolts, shall be high -strength ASTM A325, 3/4 first cell each side of an o enin and fill first cell at end of wall. Y P 9. W 16 X 31 20-0 -_ in. die., unless noted,otherrine. Use hardened rashers under turned elewents. 10. Extend vertical bare into footing, or veld to steel beam as appropri- B- B- 62 63 W W 16 16 X 26 20-0 ate. X 31 20-1.75 5. Contractor shall provide adequate temporary bracing, shoring and guying B- 64 W 16 X 31 20-2.T5 _ e# the frawing against rind, construction loads or other temporary forces 11. Provide control joints in accordance With details on drge, and per these B- 65 W 1B X 35 20-1.75 20.0 ,., until such rotection !e no lawn er re uired for the safe su ort of the P 9 q PP guidelines: B- 66 N 12 X 16 20-2.75 20.0 structure. a. At changes in call height B- 67 W 12 X 16 20-2.75 20.0 , size minimum. �' , ",.:._ 6. Return all Welds at corners twice the nominal Weld z b. At changes in Wall thickness - B- 68 W 18 X 35 20-1.75 20.0 4, 71 " " 7. Provide holes for blocking bolts as shorn in architectural drawings. -+c. At call openings less than 6'-0 ride, one side B - 69 N 12 X 14 B. Anchor bolts shall be furnished With heavy hex nuts and flat " d. At call openings 6'-0 or rider, Doth aides B- 70 18-4.75 - ;' ;k"-, rashers and shall be ASTM A36 Round Stock threaded at one end and hooked '•"; e. At control joints in applied plaster or masonry veneer W 12 X 14 18-4.75 - at the other, U. N.O.. f. At chases end recesses for pipes, column$, etc. B- 71 W 18 X 35 20-0 19-3.75 9. All copes, blocks, cutouts and other cutting of structural members shall In addition, control joint spacing along a straight wall shall not exceed g- 72 W 18 X 35 19-3.75 - 18 5 have all reentrant corners shaped notch -free to a radius of 1/2 in. minimum. 100 ft, nor 4 times the Wall height. For this building, the maximum spacing 8_ 73 N 18 X 35 - 18 5 17-I1.5 of joints shall be 64 ft. B 74 W 18 X 35 18-4.25 17-11.5 s'' 10. All beanie shell be fabricated and erected natural camber up. 8- 75 W 18X35 - 19 i. 75 - 18 4.25 t cal steel tubin shell confo 11. Struc u g rm to ASTM A5O0 Grade B. B- 76 W 18 X 35 20-0 19-1.75 "' 12. All structural steel shall receive one shop coat of grey primer paint. ' :: B _ 77 W 16 X 26 _ 200 I 13. Framing connections shall be AISC Type 2 double -angle bolted connects- B- 78 W 16 X 31 20-0 = /, - �L one U.N.O. Select connections to su ort one-half the total uniform load ,.._ PP I _, ._ __.. . : _ -: . i_ . _ - ., _ _:._, _ . ;._ , ._ ' '- -` B- 79 W 16 X 31 20-0 - - " - - - capacif:y shorn in the uniform load constants, part 2 of the AISC wanual, for B_ so W 24 X 55 20-2.75 20-0 the epen and grade of steel speced. B- 81 W 24 X 55 20-2.75 20-0 f` 14. Ends of columns shall be milled to bear at all splices and attechm ant of ,; 8- 82 W 12 X 16 20-1.75 - , base plates. B- 83 W 21 X 50 20-2.75 - " , 15. Structural openings, supports, anchors, etc. around or affected by B- 84 W 16 X 31 17-0.25 - }" s.'' r mechanical, electrical and plumbing equipment shall be verified with the' „ a 8- 85 N 14 X 22 w equipwent purchased before proceeding With structural cork affects d. B- 86 W 18X35 16-10.25 - 19 3.75 - - 19 3 '' 16. Yelde not otherwise designated shell be 1/4 in. minimum fillet. B _ *, + 17. Unless detailed elserhere in the drawings, openings 1n roof decking '' e7 W 1a x Sa - 1@+75 - 19 s,s r , t-' larger than 1 of shall be framed by angles 4 x 4 x 1/4 leg down, bearing 9- iI - ' :. on a joist at each end. Cope vertical leg 4 in. each end. Weld additional ` o_.., •,. : , , ate s ze.' angles of the same size to form a rectangle of the appropri 1 , STEEL BAR JOISTS / i diameter ,' r 1. All joists on column centerline shall be secured by 3 4 n tended an t chord shall be ex A325 bolts at the to chord bearin The bot omQ P 9 ;, �. J_ >> Welded to the column. = _: =''` " horizontal brld In shell be used includin rhere crose-bra- 2 Continuous g g g cing is indicated. Neld bridging to top and bottom of Joiete. 3. All joints not requiring bolted connections shall be Welded to support with 3/16 in. Welds 2 in. long each aide. 11 be an les. t ottom chords eha -, 4. All. oie b 9 j d roved b en i Weer riot to lacin 5. Brid in shall be com late an a P 9 P 9 9 9 P PP Y + - - _ metal deck. .. - _ - - ' m m on steel - / in mini u 6. JaI ats shall m and Z 1 2 bear 4 minimum on asonr Y - - - - - � � - -' `.r - - - - r. �§ r = - - - - - ' ''w r w _-_ " - , , ... __: on an e mbedded steel 1 ate. m shall bear ' . Joiete bear in on asonr Y .' . , :, � ..�.�. �: -�� ,.. , :,;. �` � -; ,_ . .' ` ' `- � _` � e- r -,. ...... - . � _, -.`. min a nt confor d or e ra ed With one eh o coat of 1 7. Joists s "}. "' hell be di e PP P Y „� s� - -: ..'s - - - - - -- - - -_ _ - a be li ht re in - ua Paint eh 11 'cation TT-P 636 or e 1 to federal s ecifi 9 Y P 4 9 - _ _ _ - - = color. r. _._._ - - - * - _ v th Steel Joist _ „ t 8. All oiete shell have been deli Wed in accordance 1 - - j g ,'` z: `• ° _ _ - . _ - _ - _. -- - - - - - - - - - -- -- - - -l- - ., -` -- - __ > -- - _, - - ..-_.-- _ .___ r - '� - ' „ '" _ _ '-_ _... ._ .. - - - - - t.te criteria and subwitted to and a roved b the Institute. Ineti v pp y .,. ii , d t resist net u lift of 6 sf. 9. Steel oiata shell be deal ne o P j 9 P - 10. Steel joists extended ends shall be capable of supporting a un or■ y distributed live load of 100 pounds per linear feet With the live load deflect ion not to exceed 1/360 of the epen length Eton center to center of supports, and a unifo■ly distributed dead load of 125 pounds per linear feet. il. Steel bar joists substitutes and outriggers shall be capable of eupporting a unifcmly distributed live load of 100 pounds per linear feet With the live - load de#lection not to exceed 1/360 of the epen length from center to center = I - - - - - I - of supports and 1/180 then cantilevering. In addition to the live load they shall be capable of supporting a uniformly distributed dead load of 125 pounds ` per linear feet. METAL ROOF DECK 1. Roof deck system shall be 22 gauge intermediate -rib wetal deck Type IR, ea identified by the Steel Deck Institute. Roof decking shall be one end one/half inches deep and shall be designed in accordance With Roof Deck II Speciflcationa of The Steel Deck Institute. ` 2. The deck shall be capable of eupporting a uniformly distributed live 0 ounde er s uare foot With the live load deflection not to exceed load of 2 p p q • r t uni#or 1 o to and 1 h e L/240 of the span length center to center of eupp r y "' hout exceedin a un ` uare foot Wit distributed dead load of 25 pounds per sq g if ,. > ". "', -. : ' - - s Wes ��T t s of 20 000 ounde er a uare inch r P P q „,_. „ -' ,,_,Y- - �- T- �T--�---�-,�- _ _ !> _ � ,,.,. - e d strength of 33 000 P minimum i 1 3. Steel shall be A STN A 611 Gra de .With e Y 9 r n er s uare 1 nch. u ds Po P q - t.. t. 1 '` -" 4. Yeldin ae a ,. , . r h ra will be used for all intermittent uddle Welds. 9 p , _ 4 " :, ;. k ., , ,,, H., ,. a three- a out such that deckin shall e n B a 5. Roof deck shell be 1 id 9 P F „ ,, .. 7 '. „ , „. .;, '- Without interruption wherever poaeibl e. , II me in the eh o With a r e rimer pai nt. 6. Deckin e hall be ai d 9 P P 9 Y P P ' , t a art et intervals not to-xsee+!-l2 inc_�_.- 7. Decking shell be Welded o upp . '. ,•.. „ - >'' I s ,.; e a connectors er spa. on center. There shall be a minimum of 3 sid 1 p p p I s ,, .. _ :' . �` ,; , %`-, ` between sheets. Welds shall be 3/4 inch minimum diameter end Bide lap \ fasteners shall be f12 TEK screws minimum. a'« ' r laces to ensure a 8. Provide all save plates, ridge plates, and athe p , `r Weather -tight assembly, `: - 9. Touch u all Weida end ebraeione With rust inhibitive rimer matchin 1p P P 9 color. 10. Deck end su ortin members dame ed b excess Welding heat shall be PP 9 9 Y t,, n En sneer. ' re laced ae deter fined b re aired or Y 9 P P ( 77 -7 _ t d tame Inc. B03 1 9 .. r ■ ufacturera include Consolida e S e 11. Ac a table an P Y „ .., ,. ) rm Products Inc. (704-568-1946) T e F15RD Vulcraft 20 Types F, Roll Fo , YP . , _ , I a ,. (713-68'7-4665) T e 1.SF or a roved equal." . YP PP q < , . , s , . .. II „ , '.. e LI ,. , ; 1 .: T - - - , ,, r , DATE I l PURPOSE l These drawings shell be used only for the purpose inten ded at ti es of printing, 9, an indicated above. Drawings are issued for only one of these purposed , COORDINATION OWNER REVIEW PERMITTING BIDDING CONSTRUCTION Use of these dreringe for any purpose other then that intended shall be at the sole risk of the user. ' ( .) W ._s' �_ UJ (j . N I< I- LL U::) I Z D R (n 1OXI Z Ld CL Ira J 2 U W 00 ! L� cc i 0 rn N n e cocr N ¢.W w W W Z m z 0 z z w NW < wu, W a Fa' � Z c� ZO 0 u,- = X a law_ - m = 0 J= � ¢ ]3 Z H Oo NZ h COu_ 2W J = =)W . ` o_ N = o_ OW Z N i U r O y 0 n< 1 .- r '06 vJ LLJ F" Z W LLI H J J H Q Z) Ir Q W Z = I w U M 0 U) v N m W v m m '� n > M ¢ 3 n Cl)y= ¢m CF_ A a CC Ns N U O 0 2 i ga H I C � n = O O m N2 I el z O 0 > > H o o a < J RECORD OF INTERNAL DRAWING REVIEW % COMP. D1Jd. DATE ENOR. DATE E CORK. DATE SO bLM. 3 3 T. � 3 ZS eo DL,M. TN.4(90 jHKA4. 7 1 .H. I .M. //Z100 nr dllf, - ii AD1.I A// SET NO SHEET j;. �1, S - TiZAF-FIG COY. ` . V4IT4 LIFT I-IOLfS PLUMBING „I, :. FH AND s: NE C 'w'' P ,h OH'C,a»D fir E r� FINISI-I Gt�/� 24",c 24" mac:. Apia xeqj�om�� 'y n `+9 &S Ir DR YWELL DE1 AIL -T t.� rt �1 IV., r � 1 1 - L � 51W64 7C111.fi �_. SPIN' IIJ FITTIN bUI7I4 LOr'KI WC-i TYPE 0UA-0jZA1J-r DAMPER AND E%.TnALT® FQfL FI&rcQ0LS GILA`s° l '60&T2D LSE 6EWFLe-4 MODEL z .0 MA C. (V-O" PLG*A. DL)C.T, 1.15E SGTZEW GLA%AP TO = ATT&W FLEA. DUG.T OR ROLI► D T METAL D1JG'( .,. ... Au0 SEAL ' WITH DL�'f TAPt. _ oL d VPE.ID AD4140 OL!�T ISRA►JGHES BRANCH DDT"r DETAIL NOT TO SCALE t DE HE LE x �WOARK DEVICE TYPE MATERIAL FINISH ACCESSORIES FACT URER MODEL NO. REMARKS' a 17,,gy�pp _0��ww,, .. 24F PEP FATEC 4,LuM WHITE. 7 ire AD-1 t,=uLE, tAAPDLY iTSI2nJ LONjBo ti f /� .Ali:.E PG3 ber•C. -D- 1- a4FpubeR 244s TEO &LUM,- AD• 2 MLOLILE , 2E•R1W METAL Q112.E PGit- /o -DI rr.1t_ 24kc., FwFcam; ALt;M • �J ! I' - MFT01.. h12 -- -- Ao-3 CIE. Tres L l JR00FTOP PACKAGE AIR JNff SCHEDULE RTU-1 t=iTU %- Fi7"-3 WL1-4 RTU--S -COOLING CAPACITY iJ ai 1G'7, oau 133 poo 10, I-xo 52100 -SENSIBLE CAPACITY p BTUH � "IS,loo 116,E 79,WO 35,500 41,300 ENTERING COIL TEMP. 'FDB/-FWB g'© Coi 00 Gil - SUPPLY AIR CFM 2, 6on 4-1000 3,wn 1,400 c,--w OUTSIDE AIR CFM 300 l>;Dp -200 I¢0 200 STATIC PRESSURE EXT./TOTAL IN.H2O �'� ©'�"� 0.50 �'S0 EVAPORATOR FAN HP 1.F 3.0 l.5 1, LA) 1.5 ELECTRIC HEATER KW/STEPS 15 2 22.5 2 2 2 10 2 �/ 14UMBER OF COMPPES*SOBS NO./FLA 1 3.2 1 5 1 3.2 I 29.4 I !dG.4 CONDENSING TLMP. "FDB 95 95 115 95 45 FILTERS ---- Viz) �7) ELECTRICAL A `I` A �EER, V/ P H/ H Z 12 8 2-(oO 208-3-(ao 2)8.3- loos L'08- F 6O 20-03t-4,0 (COOLING) -- -- 9,C) S•5 9•® �1.2 S.5 f WEIGHT L O C A T I 1 N - - --- ---- 135s Pt& 1405 51�.AN5 ►S55 P N>S: &6p;5 5M -- - PLAwt ry E rls u MANUFACTURER -- -- V�EA141 tA(U If KitJ61 YlfdjNEFyNA 41 w eg1:t0i, MODEL --- vFc-Di4M i3pc-a4M DF,--oa14M Fco4 «m =Go,;4m NOTES --- -- Q © I' � r... I: Iv.. r..��..c.�[.-.1 I(i L.. [../ 1•,�14,a- In[vtvyl Vwr, LI[bn+i[J \J S11 e R.ETu2JJ COWN C ibCsx VJf-TW C.UT't-10& L;P.. I sop 2" 7µ:cL 015p05-K-F.4 MEDIA 1Q METAL FRernt L GQATLG5, Sou% + 3 'd` ip ''Pl! 4se °d� 3 . v I MARK NO. . =ti ro VILEr .__CFM k'm.. L TI i0v qd �XT. STATIC PPFS8WP :1 IN.H2O 01125 i T 1N TYPE ----- 4=c DRIVE= TYPE - - -- 1,3AMPe MOTOR HP MOTOR SPEED RPM LIDG) ELECTRICAL. DA-F.A V/PH/HZ V10-1-(X) CONTROLS ---- LOCATION M NUFACTURE 9 MODEL NO. NOTES i, FAN c.cwTR.OL; 1wTF-1?-L0c.ie- vjITNRa>,A LiawT SWiTcH, n2 PZOVIDG WALL. 64G7. 00i1c aGAPT A,Als CEIL. 1.tJ 'ny , -TER.P I° A7 t ied "rT1 L :o P s Aar;()'o F69LI = 'ro VI/ L. WALL 4R FLOOR. . LEGEND AD. AIR DEVICES NO., REFER TO SCHEDULE FOR TYPES NK. AIR DEVICE NECK SIZE CFM. CUBIC FEET PER MINUTE TO WALL MOUNTED THERMOSTAT VD VOLUME DAMPER FD FIRE DAMPER ® HIGH LIMIT FIRESTAT, INTERLOCK WITH FAN MOTOR Is�WU'V� SPIN -IN FITTING AND FLEX. DUCT. FLEX DUCT SIZE TO (J'�U MATCH AIR DEVICE NECK SIZE...SEE BRANCH DUCT DETAIL AFF. ABOVE FINISH FLOOR EF- EXHAUST FAN, REFER TO SCHEDULES FOR TYPES RTU- PACKAGED ROOF TOP AIR CONDITIONING UNIT -V-- VENT PIPING WASTE VTR VENT THRU ROOF'. HB HOSE BIBB k' --- COLD WATER - -- HOT WATER', 46 P- JL PLUMBING FIXTURE NO. WCO WALL CLEANOUT GCO GRADE CLEANOUT FCO FLOOR CLEANOUT WH WALL HYDRANTS, OTj[i7W1 1&° h- WVt-PNI5N FLOM 1. VERIFY ALL CLEARANCES BEFORE INSTALLING WORK AND NOTIFY THE ARCHITECT OF ANY MAJOR CONFLICTS THAT CANNOT BE RESOLVED THROUGH NORMAL FIELD COORDINATION WITH OTHER TRADES. 2. DUCT SIZES SHOWN ON PLANS ARE CLEAR INSIDE DIMENSIONS. DUE TO ANY UNFORESEEN FIELD CONDITIONS, MODIFIED DUCT SIZES CAN BE PROVIDED IF IT IS IDENTICAL IN EFFECTIVE AREA, ONE SIDE MINIMUM OF 5", MAXIMUM RATION 5:1 AND BE APPROVED BY THE ENGINEER. 3. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. COORDINATE ALL PLUMBING, HEATING AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION AND PERFORMANCE OF THE SYSTEMS. 4. COORDINATE THE FINAL LOCATION OF DIFFUSERS, GRILLES AND REGISTERS WITH LIGHT FIXTURES. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL AIR DEVICES LOCATED IN THE CEILINGS. 5. IN THE EVENT OF UNFORESEEN FIELD CONDITIONS, ADJUST DUCT DISTRIBUTION TO ACCOMMODATE DIFFUSER LAYOUT AS CLOSE AS POSSIBLE. IF THERE IS A CHANGE FROM THE INDICATED LAYOUT, OBTAIN ENGINEER'S APPROVAL BEFORE COMMENCING WORK. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 7. PROVIDED MANUALLY ADJUSTABLE VOLUME EXTRACTORS AND VOLUME DAMPER ON ALL BRANCH DUCTS, TAKE -OFFS, AND SUPPLY DIFFUSERS. THIS ONLY APPLIES TO ALL SUPPLY DUCTWORK. 8. VOLUME DAMPERS WITH LOCKING QUADRANTS SHALL BE INSTALLED IN ALL DUCT BRANCHES FOR CONTROL OF AIR. 9. ALL LABOR AND MATERIAL SHALL BE PROVIDED WITH ONE (1) YEAR GUARANTEE, FREE FROM DEFECTS, STARTING FROM DATE OF ACCEPTANCE. 10. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 91-0" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 11. ALL SUPPLY AND RETURN DUCTWORK SHALL BE OF CLASS 1 FIBROUS DUCT BOARD CONSTRUCTION IN ACCORDANCE WITH SMACNA FIBROUS DUCT STANDARDS, FIFTH EDITION, 1979 EXCEPT OUTSIDE AIR AND EXHAUST AIR DUCTS TO BE GALVANIZED SHEET METAL DUCT (NO EXCEPTIONS). PRESSURE SENSITIVE TAPE AND APPLICATION OF TAPE SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS AFTS 100-73. TAPE SHALL ALSO BE APPROVED AND LISTED BY THE BOARD OF MANUFACTURERS FOR USE WITH HIS PRODUCT. 12. TEST AND BALANCE: A. THE CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY, APPROVED BY THE ARCHITECT AND/OR OWNER, WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. AGENCY TO BALANCE, ADJUST, AND TEST AIR MOVING EQUIPMENT, AIR DISTRIBUTION, RETURN AND EXHAUST SYSTEMS AS SHOWN OF PLANS. CALIBRATE AND ADJUST ALL TEMPERATURE CONTROL DEVICES. RELOCATE DEVICES AS REQUIRED FOR PROPER RELIABLE OPERATION. B. INCLUDE AN EXTENDED WARRANTY OF SIX MONTHS AFTER COMPLETION OF TEST AND BALANCE WORK, DURING WHICH TIME THE OWNER, AT HIS DISCRETION, MAY REQUEST A RECHECK, OR RESETTING OF ANY DEVICE OR EQUIPMENT LISTED IN TEST REPORT. C. TEST AND ADJUST AIR RELIEF DAMPERS AND CONTROL DEVICES AS REQUIRED FOR PROPER SYSTEM OPERATION BASED ON PRESENT SYSTEM LAYOUT. if ,�• 2_0 3-4 14 0 �-4 --- WD ti C�yrl : ` � v — - ,, - L >Zrz rr R' 314 REFET� /S TOII_CT PLAII OhI I A I- THO (tf l EI�lt)10 (f-,- MP`8 Fog. 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LLev I, � [ s p:J �iJE GdT r` O ��-spEZ.iz�2 ��1�� , �eQQ�.lc �9� ,fin. -r9s-8 SPEAKER G SPEAI<�� GO.iG�2, u�-T I�OTI�I-8 D� �2 TD >�rxzn �I)yJ t%L LD �rz ZZL I� NO SCALE 5, kIrZd 44 b� GO , �S rlcfd�J�z� TP r-, �ssEMyLY 4LLo,,.1 Ir.� git7 /J��Q�AT>✓ I,.�I�i�C{ la' f�'2.tAr I�JS1LLtT1' I\j R12nlfs2�s'r c .LJc ,q (l1JSSEtrLs 5Inze, �JSTQG.L O SCALE AI�Q RIS 14 ,J I 4" 173 DET Oki LLI O Z w O mU HW V 04 J F 0 U. U F wZZ Ir a Vi D u NO SHEET E-10 I