Loading...
HomeMy WebLinkAboutBUILDING SITE PLANSFOUND BOAT SPIKE (UNNUMBERED) SET 5/8" STAMPED LB FOUND 1-1/2" IP (UNNUMBERED', C) Z QS aDO Z 5 �N 5��%Z22 DATE PROPERTY i LINE WEST PROPERTY LINE �1 AS MONUMENTED 1 F TWELVE OAKS ESTATESI1 (PLAT BOOK 16, PAGE 26) I I 12.98' I 1 � 0.15' 1\ PROPERTY LOT 14) / DETAIL (NOT TO SCALE) BRETT CULPEPPER, P.L.S. CERTIFICATE NO. 3333 wmry ICrc FILE REF. FIELD BK./PG. _ 2276MAP1.dwQ 9848/41-64 COULPEPPER & TERPENING,INC. CERTIFICATION NO. 4286 0.12' PROPERTY LINE �1 1 1 I I I NORTH PROPERTY LINE AS MONUMENTED TWELVE OAKS ESTATES f(PLAT BOOK 16, PAGE 26) / i i DETAIL (NOT TO SCALE) CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 CERTIFIED TO: PHIL DRAWDY I TREASURE COAST ABSTRACT AND TITLE INSURANCE COMPANY -REVISION S- BY I DATE ................. ADDED FORM80P1'DS D.F.5-17-99 30 :Y WAY RD. TION 94530-2604 Nei N O R T B GRAPHIC SCALE 15 30 ( IN FEET ) 1 inch = 30 ft. LEGEND IR&C = Iron Rod w/Plastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument CHU = Over Head Utility (P) = As shown on recorded plat. (D) = Deed (C) = Calculates by Field Measurement R/W = Right of Way LS = Land Surveyor LB = License Business BLDG. = Building ♦ = Wood Pole CONC.= Concrete TYP. = Typical P.B. = Plat Book PG. = Page O.R.B. = Official Records Book No. = Number = Center Line N.G.V.D. = National Geodetic Vertical Datum ELEV = Elevation TOB = Top of Bank CBS = Concrete Block Structure I,/— = Anchor and Guy Wire P.L.S. = Professional Land Surveyor ® = Well CMP = Corrugated Metal Pipe F.D.O.T. = Florida Department of Transportation INV, = Invert = Elevation (Typical) I.R. = Iron Rod t = Plus or minus = Palm tree w/ size (inches) = Pine tree w/ size (inches) = Oak tree w/ size (inches) (Shown with canopy/drip edge) JORGENSEN ROAD (40' RIGHT—OF—WAY) (ROCK ROAD) 120 SED St Luce OUnW NOTES: 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper --� 2) Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained z through appropriate title verification. a3) Descriptions shown hereon provided by the client and/or their agent. 3 4) Underground foundations and improvements were not located as part of this survey. of 5) Overall parcel contains 4.70 Acres, more or less. ~ 6) The last date of field work was May 13, 1999, x 7) The North line of the Southeast 1/4 of Section 5, Township 36 M p O :n ~ u.i w DOZL0 V J Z Y =Ow F H O O w Q ZNO -t EAST 1/4 CORNER SECTION 5 PREVIOUSLY FOUND NAIL & DISK #1856 (NOW OBLITERATED) BY DATE FIELD DT 1/19/99 CALCS. ........................................ RCL 1/19/99 DRAWN BCS 1/19/99 DETAILED CHECKED RCL 1/19/99 APPROVED South, Range 40 East is assumed to bear N89'53'13"E and all other bearings shown hereon are relative thereto. 8) Elevations shown hereon are based on the F.D.O.T. Benchmark "1-9:5 85 A 29 RM 2" with a published elevation of 50.157 feet, based on the N.G.V. Datum of 1929. DESCRIPTION A parcel of land lying in Section 5, Township 36 South, Range 40 East, St. Lucie County, Florida. The East 1/2 of the Northeast 1/4 of the Northwest 1/4 of the Southeast 1/4 of Section 5, Township 36 South, Range 40 East, St. Lucie County, Florida less Midway road right—of—way. Said parcel contains 4.70 acres, more or less. BUILDING PERMIT NO. REVISED 5-17-99 ADDED FORMBOARDS BOUNDARY SURVEY PREPARED FOR PHIL DRAWDY DATE:1-19-99 HORIZ. SCALE: 1'=30' VERT. SCALE: N\A JOB No. 2276 SHEET 1 OF 1 IN SOUTH ELEVATION SCALE: 1/4" - 1'-O" i WEST ELEVATION ` SCALE: 1/4" = l'-0"- - i SILL STUCCO OVER (FLOAT FINISH) i3" VTR i 1 1/29� LAV 2u LA LAV LAV fl DRINKING WCFOUNTAIN St. facie Courit9 Nee@h Unit Enylre mIltal Nub Site Piro Approved For CoestrudO :3 3 Superadss AA Provbus W Plans For PLUMBING RISER DIAGRAM (Sue3ea n 1=40D TO SANITARY SYST[M ;o AND INSSHI OR Dore Revisions z 1H " O) z lu = ZiLo W w O z q) V 11J J N 0 00 W z O a lLl W 'W lL IOU) J to O N n Q' 2 } o»z d { z C� C i �C z ,_ LL 0 F 0 OD Q i a0 O 0 r t0 `D U 1 110 in � Jut Q •� j u L Z ux LL r � U •' C 3 . u # . u . ! a " 1 O LH di Z o U .. O u L O fy— >- Z z O U U J O U DRAWN S.L. CHECKED H.K. DATE FEB. 1999 SCALE 1/411 • 1' JOB NUMBER 99024 SHEET OF a BENCHMARK TOP 1/2' IR&C STAMPED LB 4286 TRAV ELEV = 15.86' N.G.V.D. OF 1929 GENERAL NOTES 1. PROJECT NAME: Drowdy Construction Office 13. PARKING: 2. LOCATION: South side of Midway Road, approx. Required: 1320 feet west of South 25th Street Office (4,222sf 0 5 spaces/1,000sf) 22 spaces 3. OWNER: Drowdy Properties, Inc. (Phil & Troy Drowdy) Total-`Pi`ovlded 30 spaces 1216 Bell Avenue Handicapped Spaces Required 1 spaces Fort Pierce, FL 34982 Handicapped Spaces Provided 1 spaces 4. ENGINEER: Culpepper & Tel Inc. 14. DEVELOPMENT SCHEDULE: P.O. Box 13360 Fort Pierce, FL 34979-3360 Construction- to "begin: May 1,1999 FL P.E. Reg. 15823 Construction. to, be, completed: October 30, 1999 FL P.E. Reg. 24276 15. UTILITY SERVICE,' 5 SURVEYOR: Culpepper & Terpening, Inc. P.O. Box 13360 Water Service: Port St. Lucie Utilities Fort Pierce, FL 34979-3360 Sewage Treatment: On -site septic system FL P.L.S. Reg. 3333 16, SITE DRAINAGE. 6. TYPE OF PROJECT: Building Contractor's Office The stormwater management system on -site will consist of 0 7. GROSS PROJECT SIZE: 204,812 Square Feet, 4.70 Acres series of inlets, culverts and swales. An on --site dry retention NORTH area will provide water quality (pre-treatment for the first 1/2" 8. BUILDING SIZE: 5,743 Sq. Ft. of run-off) and will provide compensating storage for additional GRAPHIC SCALE building areas. Discharge from the site will be towards the existing 9. EXISTING LAND USE: Residential Suburban (RS) swale along the north boundary of the site. 70 0 15 Jo 60 120 10. FLOOD ZONE: Zone X (per F.E.M.A. Map #12111c0290-F)280 I 11. EXISTING ZONING: Commercial Office (CO) ( IN FEET) 12. SITE COVERAGE: Square Percentage 1 inch = 30 ft. Acreaae Footage of site 40' 40' Building 0.13 5,743 2.80% Parking 0.56 24,533 12,00% Miscellaneous 0.01 410 0.20% ' I � I „ Total Impervious 0.70 30,686 15.00% ; I ; Total Open Space 4.00 174,126 85.00% ' ' Total Site Area 4.70 204,812 100.00% I , LOCATION MAP I i N00'09'05"W 622.10' ' in 1" WM BY PSLU BENCHMARK 17 2 - 17.4 C WA ER " 16" 1 = 1 16 7 17.4 18 "'� , TOP 1/2- IR&C 18 I 26' I 18' , , ;OS - -" SERVICE ,,,, `� STAMPED B 4286 TRAV ,«° �d� i ; ELEV 533' TREE DRY DETENTION ti ,8" 1s'" N.G.V.D. OF 1929 LEGEND w w 20" 16 ----to W ,8" CONST. 80' OF 8" PVC SANITARY PINE TREE ,UI>, ,,,,,20" �18" I`., a OAK TREE CONDUIT 4' DEEP 0 1.0% W/CAPS '!= CONST. UNDERDRAIN - o ' ___ � N. INV. 12.70, S. INV. 13.50 (SEE DETAIL) 7.2 17.9 t,O" 16" 1 ; PALM TREE 17.4 - - - - - - - - - - - - ----„AC----- - ' /XNJYIi��ytC` TREE TO BE REMOVED - - - - - - - i DRAINFIELD 3 ! F 22" j------- ' - 1 17.3 - - l-FUTURE SANITARY MANHOLE 27 CONST. SEPTIC TANK " ��� 16 oi16 0' 17. FUTURE PARKING !c ,*- ' ..u,,16" %,�,: (FOR DETAILS SEE e-- JE ' 3« 22" 16" CONST. 10'-24" CAP WITH SEPTIC TANK PLAN) \ 16.5 ` I 'nm ."'o 130.89' SD-1 r- " �!Mcy��� MITERED END SECTION 50.6T 17.2 CONST. TYPE "Ct8 18...... lg ��.7 GRATE EL.= 16.INV. EL.= 11.4 17.9 16 16" Q16" 16" PROJECT SIGNBUILDING "„_ « 16 «,,�;7.4 c• ;!;� - 17.4 25,743 S.F. _ I - 16.7 �,,,,``�-°P> �_ 17.5 17.9 12" ,F.F.E.= 18.50 77.5 1616" 1n 17.0 n 1 8 w Qa � -____' i I I ✓� w 17.2 17.2 ;to __ _-_ - - - ao oY------CONST. 70' OF 18"- 16" Uo�.� I u,,, 17.2_o < CAP 0 0.21%.•'«`. '•`:.� a _..___:. - � �-^- CONST. 40' O.,,,c I 18 16 17.6 17.611 16.5 .. ^ ®0.24% ; 16. ,7., ,7., ; �'TC^ pRjAINAG� R__ 1. 1 " u 1 i11 18���- 17.0 FUTURE PARKING 18) 16.9 i _; SD-z _ 1 s" „ ; WHERE FILL IS USED. THE OWNERS OF THE PROPERi'f 121.97 s.00'' -- -If- `�' _ _ CONST. TYPE "C" INLET ; ,.,�,,�G• _''s- ; ONWNICHTHEFILLISBEINGIOCATED,SHAIIBE 16.7 17.5 NV� EL TE EL.11.25� 17.2 i =,,`� `i��� aP114G ADEQUATE N n 17ASSUR .0 * 18wO"`O CONST. 10'-24" CAP WITH ; RESPONSIRM�ERAECOMMUNITYWILL NOT BEGESO rn N II 17.2 16.9 ' P MITERED END SECTION 121.99' II II THAT THE 59.67 17.6 1 j t2' & 12 ADVERSELY EFFECTED. 18.1 5 SPACES 18.6 17.7 17.1 17.7 17.2 i f P 1 " } 1O I S.L.C. LAND DEVELOPMENT CODE - 18.1 17.2 17.6 17.2 16.9 '� i �' 18" ' �, 16" 20 +' SECTION 7.04.01031 10 c DUMPSTER N DRIP EDGE FOR 17.1 16.9 ' " OAKS (TYR) 16.9 M `_\,,,• i . ,,,,,, I CONST. CONTROL STRUCTURE 16" 24" 30 0 ! (SEE DETAIL « TRANSITION 18 CONST20 OF 15" i'II BENCHMARK =« m CAP 0 5.0% PLUS 16 MITERED END SECTIONS 16" _ ` "" \, ONST. 110 OF 18 # 16' TOP 1/2" IR&C \ CAP « 0.22% STAMPED LB 4286 TRAV ; 14 FL= 13.0 ELEV = 15.62' N.G.V.D. OF 1929 # ° El , I 14 o INV. EL.= 13.0 1 y1,18" 18" 16"____- -- CONST. SWALE _! , „i.c `wo, m -- --- # SEE SECTION A -A « + 1 20" 1 ,1 s" & s" .1 " S00110'00"E 619.25' --- --"' ---- ---- ---F- - 13" F----------\---------;-----------------Y„` --- /=--------i SD-3 CONST. TYPE "C" INLET r- GRATE EL.= 14.00 INV. EL.= 11.00 `­F11 F RIFF. I FIELD BK./PG. I I 9874BASE.DWG I CULPEPPER & TERPENING,INC. CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 1 I i I 12" 'VIT 1 I I I I I I I _ EL 12.7 I I I I 16" 24' ECF------ �--------i------ay--------lr JORGENSEN ROAD -- 1 {' I , I , ' I 1 , 1 , • , 1 1. F.D.O.T. SURVEY BASELINE FOR MIDWAY RD. PER R/W MAP SECTION 94530-2604 - REVISIONS - BY DATE BY DATE DESIGNED JPT 3-5-99 CALCS. DRAWN GWR 3-6-99 DETAILED CHECKED DP 3-15-99 APPROVED II DRAWDY CONSTRUCTION OFFICE II SITE CONSTRUCTION PLAN DA - 9 HORI . S LE: 1 "= 30' VERT. SCALE: NONE JOB No. 9874 SHEET 1 OF 2 PAVING & DRAINAGE NOTES REROLLED END REQUIRED BEVELED OR ROUND CORNERS L' 1. 5' R J CONCRETE SLAB, 3" OR 5 1/z' THICK, - REINFORCED WITH WWF 6X6-W1.4XW1.4 TOP VIEW - SINGLE PIPE "I 4. 15OSOD 2:1 ~ 2 5 �� y 4.18, 1.68, HELICAL CORRUGATED METAL PIPE DITCH GRADE VP �O SADDLE #4 BAR 6" �I � 5' SOD VARIES 1.50' • SLOPE: 4:1 MITER: 2:1 FOR ALL SIZES PAID FOR AS PIPE CULVERT 2:1 MITER: 1:1 FOR ALL SIZES 5' ( PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION ) SECTION 15" ACMP MITERED END SECTION FINISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W .W PLACE AND COMPACTIf IN 6" LIFTS i '\\ M F W �S aFPIPE O.D. + 24 IN.v z jU MAX. WIDTHi F U12 12" �'�aMAX. MAX.nZw O INVERT J Q 1/2 PIPE "O.D.' HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH SECTION A -A ro 1 /: BA ROCK 1 [DER ONLINE k BOLT TO CONTROL STRUCTURE AND SEAL W/ GROUT PLAN VIEW ^ ^T ^^ ^^ TOP OF INLET = 15.90 -- 2" HEIR EL- 14.80 �15" CAP 14.25 II ll �\ ll 13.00 3" BLEEDER 12.00 SECTION A -A SECTION B-B CONTROL STRUCTURE 3,000 P.:>.I. MIRAFI 500 6"-- CONCRETE 6" THICK STANDARD TRAFFIC AREA 1111k1111111111 7/ 12" 1 UNDERDRAIN DETAIL SOD SECTION B-B CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS TERPENING,INC. 2980SOUTH 25th EET FORT PIERCE, FLORIDA 34982 (561) 464-353 FACE OF INLET OPEN AT POND BOTTOM EL = 14.00 T ' SUBGRADE - STABILIZED TO 50 PSI FLA BEARING VALUE AND COMPACTED TO 98% MAX. DENSITY PER TYPICAL PAVEMENT SECTION AASHTO T-180. -.� 1/4" SAWCUT,, 1 /4' T LOW MODULUS T T_ SILICONE SEALANT 15' -y► 15' f - CONSTRUCTION JOINT NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION TYPICAL PAVEMENT JOINTING DETAIL TYPICAL CONCRETE PAVING SECTION - R E V I S 1 0 N S- BY DATE BY DATE DESIGNED JPT 3-5-99 CALCS. DRAWN GWR 3-6-99 DETAILED CHECKED DP 3-15-99 APPROVED 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, subouts and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "record drawings" will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate and the governing criteria is the intended location of the drainage structure. 4. All construction is to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. 5. Roadwork within the St. Lucie County right-of-way is subject to permitting and approval by the governmental authority having jurisdiction. 6. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 7. Materials for roadway paving and drainage construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 8. On -site striping shall be 4" white traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Point (Section 971-12). Off -site striping shall be in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards and the Manual on Uniform Traffic Control Devices unless otherwise specified on the permits. All striping and markings shall be thermoplastic In FDOT right-of-ways. 9. Signing shall be "Engineer Grade*, in accordance with the Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30"00". 10. Concrete for structures, curbs, wheel stops, parking, loading areas and sidewalks shall have a minimum 28 day compressive strength of 3000 psi. 11, The contractor shall notify the Florida Department of Transportation at least 48 hours prior to working in their right--of-way. Permits (to be obtained by the Engineer) will be required from the agency prior to construction. 12. All areas of fill, limerock stabilization, subgrade, etc., shall be compacted to a minimum of 98% of maximum density in accordance with AASHTO T-180. 13. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt at least 24 hours in advance of subsequent construction. 14. Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 15. Upright handicapped signs are to be provided at all handicapped parking spaces in accordance with the Manual on Uniform Traffic Control Devices and the St. Lucie County requirements. 16. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 17. The Contractor is to verify all existing stubout elevations prior to construction of on -site improvements. Coordination with thebuilding contractor is required of the site work contractor. 18. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 19. Reference architectural drawings for sidewalk and handicapped ramp construction. 20. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FDOT standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands and waterways. These will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. 8' 6 -I 34"R n JOINT SEAL 2" R o PAVEMENT SECTION n 0 o BASE p A 1/2" EXP. JOINT a c a SUBGRADE c JOINT FILLER TYPE "D" CURB RAWDY CONSTRUCTION OFFICE PAVING & DRAINAGE DETAILS HORIZ.\SG'/(LE: NTS VERT. SCALE: NTS JOB No. 987/]4 SHEET 2 OF 2 : - k Pill- Rol i M?j Roll I t d ? t4 i I i I rf_1" 6'-g" 'i t; ...�'-�' 15'-�' g �j�_qu u 2'-2�112 i i FOUNDATION, FOOTING', & PLUMBING PLAN • SCALE: 1/4" 1'-p,,, �d 12° 4g" x 36'I -- GONCRETE EQUIP. -AC ao I i i z W z JU ;v F: {Si p aZ W ., J 00 W Z Y `, O 6. I- > CLO> u_Lc; n , a 7' g� d >` or z U C;oi m rt 3 I"' �� • m tIi 1L alp* 0 RO Q =z; 40 O o tu � tIE_ �- o L o Z :3 o 0 F-- u C _W U � J U o U C .KE � K. JP 'E PEE 11999 SCALE NLA'ABER 99 2t J AjF C•" i a EXHAUST FAN ON TIMER, TO OPERATE DURING-\ OFFICE HOURS PAINTED PARKING 1 STRIPE-� PAINTED_, STRIPES I I v `._. 50--Ak- ry Parking Area 4) Area Tabulation 0`rice Area 4254 Parking Area 1346 Covered Entry 169 I Total 5769 SO6',O" CU-35-3PP i GL:DER { I _ I ! 4 121 AWNING AWNING r rl N i 0 ;II All I' 131 C-2-M-1 AWNING - n 1 T 1, i a I 72 WIDE C-5 j 1 GLIDER 0 Z W N w �14 F 6j TZ `�— tLi z u O Hi � ni O z l _]IL lu J N � W � LU Z a ' ut Q N W N LLJ ' U Q a- u) 0 Tn 0. �' d� (�1z &U !, 1D i 0 ND CK c) J r. {y O i.C_ I LJ tL1 T o O L L O OL, z D O � O U ILJ U [j u � J N O DRAWN CHtCKED H.K. DATE EB. 1999 SCALE i/4" • : JOB NUMBER 99024 S H/E+{�E T OF ` W SCALE: 1/4" - V-0" : ,..- .-11,--- , _ fr-'.Ur i I �wionl SILL STUCCO OVER (FLOAT FINISH) SOUTH ELEVATION 4.. 6" DiA CONC. ---SCH. 40 STEEL PIPE PAINTED YELLOW ' a PARKING AREA I O e I r ) ` CONCRETE BACKF`:i I j • •• • I I 1 I •�. •( j (ID PIPE BOLLARD DETAIL 6: BA-- --WOOD 7RLSSES 24"c.c: ALL AT E OF STUDS I 4 PLATE D TO SLAB' CUT NAIL i FIN FLR. ...... -... "... - --SEE FOUNDATION NOTES INTERIOR_ WALL DETAIL ROOF DECK ._. PRE ENGINEERED WOOD `RLSS---_.--..\ BATT INSULATION-' S 2 x 4 WD, STUDS AT 161ic,c. ELECTRICAL BOXES - TO MEET S.B.C, 1001.3.2.3 ELECT:, BOX TO BE RATED FOR A ONE HOUR FIREWALL 3 t x 4 TOP PLATE 1 x 3 FURRING AT 1611c.c. WITH (2) LAYERS TYPE "X" DRYWALL FASTENED WITH DRYWALL SCREWS 6"c.c. WITH STAGGERED JOINTS TAPED AND SEALED IONS HOUR RATED) 518" TYPE "X" DRYWALL JOINTS TAPED 6 SEALED a -PROM FLOOR TO BOTTOM CORD OF ROOF TRUSS, NAIL WITH COATED 6d NAILS> 7"c.c, STAGGER JOINTS 24" ON EACH SIDE ONE HOUR FIRE RATING -- 2 x 4 P.T. SOLE PLATE U.S. GYPSUM NUMBER: GA WP3510 i FIN. FLR. SEE FOUNDATION NOTES ONE HOUR FRAME FIRE_ WALL DETAIL CONCRETE TILE ON 90i ROLLED ROOFING, HOT MOPPED, ON 251E FELT ON 5/8" C.D.X. PLYWOOD ON PRE ENG. WD. TRUSSES 1=&.T PA f¢ -r01 MS&T A S-To p226 pr- D¢86 SEE CONNECTOR — SCHEDULE 1 i • f • GALV. DRIP EDGE-. 1 x 4 CEDAR ON- 1 x 6 CEDAR ON 2 x 10 CEDAR - FASCIA i VENTED ALUM.= / SOFFIT SYSTEM 12 6 1/2" DRYWALL OR 15/32" PLYWD, DRAFTSTOP ON ONE SIDE OF TRUSS AS DER 1704.2.6. SBCCI SEE TRUSS PLAN FOR LOCATION - r—+L ..-1/2" P.W. TEXT. FIN, UNLESS OTHERWISE NOTED 8" x 12" POURED T,E _ BEAM WITH (41 #5 I REBAR MIN. UNLESS NOTED 8" x 16" POURED TLE BEAM WITH (4) #5 REBAR A7 WINDOW OPENINGS 8"x 16" CONC, BLOCK WITH *5 VERT. DOWEL IN CONC, FILLED CE'-'�S 5/8" TWO COAT _ - AS PER PLAN v - STUCCO FINISH , ' x 2 P.T. FURRING ON 3/4" RIDGID INSUL 112" D.W. I' U BASE BOARD ti L._._ 3RA' 1 • / eliil 4" 25�OI CCNC. POURED A7 -•. �p 6 MAX. S-UV/P W17H roll 10/'O �.-__t-- ------- - 'A W.alESr OR F:BER!VE5H ON ^.36 VADC!R 55AR'E-R �Cp; 121 #5 REBAR 18" _- TYP. WALL SECTION Im :O AND INISH) z � cV m W e Z u O ai z tO W ..� J ut co c`I W Z 0 �,,.• 1Li i)... w • >•� 0 8� n _1 i� 4 jr (L w u7 .J..� �7 cV t` }" 01 ° ^ C u n t 4 a0 A < i fl_ Ca 10 40 Q = c e6 0 q ' N (� C1 0 : . 4 i s U r i 0 u s a , U • 2G V 1L o L L to b r--4 O 0 IL L O 0!!� i- CD Ill- O F-i V U Q Co *0 V Q % DRAWN S.L.. CHECKED H.K. DATE FEB, 1999 SCALE 1/4" • V JOB NUMBER 9802a SHE=' 3, 1 'i 12 _ � I i 1/2" C.D.X. PLYWD. WITH I PAPER BACKED WIRE LATH AND STUCCO FINISH---� PRE ENGINEERED TRUSSES i SEE TRUSS ENGINEERING SHEETS FOR WEBB DESIGN O IT TRUSS BRNG. I I '., SOLID POUR BEAM, ARCH, . -. GO-.:VNS, AND CO_ BASES i r I WIT, 30000 GROUT { ' 2__HA',`FfR F Y ----`-Y---_— --'— � I N. FLOOR I 4 i'�f i .i..-+ / lJ ENTRY DETAIL 1/2" _ SEE FOUNDATION P�A:V 4'-0" FOR FOOTING 6 SLAB NOTES GRAB BAR----� TISSUE HOLDER TO BE 25" FROM REAR WALE OIL BASE, SEMI GLOSS PAINT ON DRYWALL !1 TO B0T' O. ,'. 0 I ,`'REF' EC. oFaCF 30.1 ILI\ GRAB BAR r tv Fv DISABLED ACCESSIBLE WATER CLOSET SEAT AT 17 1/2" TO 19" �-ACCf":.55ABLE LA'J. INSULATE HOT WATER SUPPLY AND DRAIN ACCESSABLE BATH DETAILS.. ,,-P.T. 1x FURRING STRIPS i' 8" x 16" C.M.U. WITH CELLS FILLED I WITH 3000♦ GROUT 6 (1) 05 VERT.-� U DOWEL -1/2" ORYWAL'_ STUCCO FINISH RETURNED f TO WINDOW FRAME AT—--, EXTERIOR 3/16" x 1 3/4" TAPCON WITH 1 x 2 P.T_ WINDOW B:CK MIT, EMBEDMENT OF 1", NOT (AT SIDES S 'A':N CAS EA ?I MORE THAN 4" FROM END OF -- BUCK STRIP AND NO MORE 7 H AN 8"c.c. OR 8d CASED HARD COIL NAILS AT '211c c WINDOW_ BUCK ATTACHMENT OIL BASE, SEMI GLOSS ,PAINT ON DRYWALL ,2.1 3_6 I I- --c-- 01 SHEET VINYL FLOOR .AND VINYL COVE BASE 6: x '6" C.M.U. WITH CELLS FILLED O fJ:-�. 3000t GROUT S (1) F5 VERT.-� DOIVY EL WEST ELEVATION SCALE: 1/4n 8" i i 05 REBAR CONT--` ATrAGri REBAR TO ADJACENT COLMNS. WITH 90 DEGREE HOOKS n a' HEADER AT PARKING AREA T. ix FURRING STRIPS 3116" x 1 3/4" TAPCON 1 x 4 P.T. B CI W[Tk MIN. EMBEDMENT OF 10 AT 1211o.c. ITYP. EACH S;DL`{. OR 8d CASED HARD COIL NA:'_S AT DOOR BUCK ATTACHMENT w ennc cnro • 0 --------- '-------- ----�. (('� I r- 4' c2� O. O O �A L I tie Q) > 9<< U I (31 i TZONE 1- USE 8d NAILS AT 6"o.c.(IN FIELD) 611(EDGE) 0 ZONE 2- USE 8d NAILS (�) ZONE 3- USE 8d NAILS AT 611c.c. AT 4"o.c. ROOF NAILING PATTERN DIAGRAM DRINKING FOUNTAIN ' .__ ._ .._ __T__O r' a• p_8" y_4." 1.01 a - _4. + PLUMBING RISER DIAGRAM VITARY SYSTEM z W Z � I m di z 0 Wh 11) ® z J NZ HJ A °Q LIJ Q " O cJ 4 u.l 0- *_n4 Ili luVI� IL a' U) J IL O )_. 1 w IL II 4) s� i" 0 cv m 01 n o� i z 0 C? CA 1 10 s 7 p10 1 ♦ A Q z:i00 o ' P h a n u: x L > C) U . C W I� O ary u- IIW W o UM tL 0 u `L ry z 7 0 H 0 {"i ,.: M/ 0) O U C) DRAWN SL CHECKED H.K. -----DATC '--- FEB 1999 SCALE JOB NUMBER 98p24 , SHEET 4, OF 6. n 0 F Office 1 ! Estimating - Plan Room 121 to x ,o x 7 4 WA��^;� WAYS I �3p 10 x t0 711 T7" 4 1 ! I N 2 WAY L 9 x 7 ...._._._._. _.tt x. 10 L__.-._. ! ! j , 12 x 12� Izl 10 x 10 Estimating Estimating 17�� ,n�! 5 x 15 __ RA 4 WAY 2 I 3 �._. Chief R.A. _ 6 x .4� ! 811 10 x 10 10 x 10 RA. 10 x 6 ! 4 WAY 10 x 10 4 WAY Estimator RA _ ! x 12) 10 x 10 j 12 x 12 it, x 10 I n 4 WAY -�; i RA RA Cf q �U SUPPLY " XI 5�x 15 14 x14 R.A.����� ___�__�_��� ! ! Y 1 R.A. I ". -• �u� FIRE DAMPER 12 x 12 �._.-._._._._._. _. _4 _� 8 x 8 C<�FIRE DAM Pf RRA 1 8 x 8 t j 1 4 WAY 4 WAY I •. 1 , i 19 .- 14 x 14` RA _ __ _ - - _. _ _ - ___ __ _ I 1 14 x 14 Book Keeping t f R.A I I ' • 10 x 6 $ x 4 -- - - __. _. _� Office 2 x 12 Conference R ! 4 war ( I I Room i I 15Ix 15 1 1 1 1 I R.A. t' °j Office 2 x (2) 10 x 10 xi 121 10 x 10 7 I ! �� I �I 1 In 4 WAY 4 WAYSi 7 • 1 I I I �•---�' 1 j 7 i 1 )n 1 i. I 71' T 1 I 8Xa 8x4 1 4a1 I �-_._ 14'x 14 • 7 R.A. ��. 1 1 R.(; r•—'——•—'—'—'.—•-...-���-------� i A X q !qu ! I .• r�.. 14 x114/ I 9" 14. xA 14 .LI 6i 12 x 12 I . .t ; /. _ 1�NNN qo '�' /lp �.FMI j i j 1 - f- l ml 118 x 15� _. 1 1 1 =RESH AIR 1 / I .-.-._,�.-.�. r•�` ._.-�-. _8".DIA WALL 9u ... 3n�r I �. CAP WITH " 1 I J ! 1 I t �\ ! / DAMPER I 1 1 11 _ _ FIRE DAMPER I FIRE DAMPER 4 �. _._._._. '4 x 14 i ... 8 x 8 !,u 17u. � /T' 1 1 L,n �`•.__'� 8 % 8 76 1 •/ �2i 8 x 4 r' R.A. ._._.. 4 WAY I I { 1 I 4 W'AY R II i-18 15 1 / la 1 ! - j I I I U —_ 9 x a .9 1 - CONDENSER �, 1 _T___.___T' ��r F 1� I j 14 x 14 2 x 12 I j _--- ( I 12 x 12 !� 4 TON 12 S.E.E.R. COND. RA RA 4 RA I ,� .._ ..,I 7/8 x 3/8 COPPER `at J 1 IL Z 1 17" 171, l� js Office 3 ! ! ! I °Ua ! I I "+ 1 i_, (2) 10 x 10 x 7 l . ! I � � � 1 I � _ 711_ _j _.. 12) 10 x 10 x 7 „ 4 WAYS n. il I 4 WAYS tt �,-,�/j 3O <� 1 CONDENSER 02 d, ,l 1 I * y ! 6 v 2 Library 1 ',/2 TON 12 SE.ER. COND. Waiting Area j off. i tU0- 3/4 x 3i8 COPPER `A, Comptroller �:i 4 WAYS Reception j l i Q Q Q 121 10 x 10 - 011 3 4 WAY 4 WAY i 14 x 14 i ILI RA 0-o3 AIR HANDLER 01 g AIR HANDLER M2 AIR HANDLER R3 AIR HANDLER 04 " 4 TON STRAIGHT COOL 11/2 TON STRAIGHT COO;_ 3 TON STRAIGHT COOL 4 TON STRAIGHT COOL IOkw 12 S.E.E.R. RUUD 7kw 12 S.E.E R RUUD 10kw 12 S.E.F.R. RUUD 16xw'12 S.E,E.R. RUUD WITH FILTER RACK WITH FILTER RACK WITH FILTER RACK WITH 10711-TER RACK - 100) NOTES: PROVIDE SMOKE DETECTOR FOR EACH AIR HANDLER ALL AIR COND. UNITS TO BE SINGLE PHASE ELECTRIC AIR CONDITION DUCT LAYOUT ALL DISCONNECTS TO BE IN CENTER OF ALL UNITS -- ALL SUPPLY COLLARS WITH DAMPERS SUPPLY TRUNK LINE TO Be 1 1/211 FIBERGLASS DUCT RETURN AIR TRUNK IN MOST AREAS SUPPLY S RETURN BRANCH LINES TO BE IN FLEX ALL EQUIP. PADS TO BE 48" x 36" 4' W " w O W Z u' C9 �' OJ, z Y tO w to J N � � Q ~ N HJ Z p � a- Il_I 0. W Q y� U W N r al > w fL 0 1 ll 4 (L to O 0 r- a r 0 n a o Ci • r 1D .! ko g F-� • � y � fI I d4i40U' < e h C) + p�;: •= U p C) Q G F Ux J � u t< � Ifl u. O u- LLJ Ivy I o U � � o-� 0 o IL >L O Q!� )- Z :3 O o I— uJ U C u � J � Q N O U J DRAWN S.L. CHECKED H.K. DATE F F`B. 1999 SCALE 1/4" . 1' ,,08 NUMBER 99024 SHEET 51 OF 6. a ! ELECTRICAL _ ___L.tpGEND RECESSED LIGHT WITH LENS 1150 W LAMP( TWO LAMP FLOOD LIGHT WITH DUSK TO DAWN SENSOR -f"3- SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED FLUORESCENT LIGHT MIXTURE (4 LAMP) CEILING PAN WITH LIGHT OPTION y� EXHAUST FAN (MODEL QTSO) LJ EMERGENCY LIGHT WITH BATTERY RACK UP DUPLEX OUTLET ' EXIT LIGHT WITH BATTERY BACK UP $ 220 V OUTLET SMOKE DETECTOR b} SWITCH -4" TELEVISION THREE WAY SWITCH �w -Q TELEPHONE p COMPUTER JACK (FLOOR MOUNT) TF 0 121+. C.F.M. MIN. EXHAUST FAN ON TIMER, TO - n OWERATE DURING—,I'?GE-ER OFFICE HOURS I f Office 1 ! 1 ! \ I \ GF: r 1 tiIER E��C,- <c,+o ca�cu�.aTiovs o FFicE 4254 PAkK/NG /3�G i.GW7Pi. ED EGEC;- �CAOS �!NG'LE FHA�,E N.E.M.A. ;�?,a.-r~EF:'! ?f.ri8o '�':.3E0 3R M!- METIER CAN 'w/c,470 05G, WITHBiPASS ,45.-. !2J© BAR f�e FAN I?Go FARAELL LUGS BA?F CANS f I T 9G 3G0 /=AN,/LT. i5GF '1K'. I OlSP. ,arao j I j a yaiA�, laad "l"3,rO THWN 3- 3J0 THWN 1 of `HVIl i 1- de+ THWN•" 400 A 'I SfGUK/TY;g'MOX"� 2GC- 2" CO N.)U;T 2' CaNDUIT +DISC i Dr2/N,"✓/✓Ts fduX,!% abC 500 MCM UNDERGROUND !, � ---- WATER .4fi1 Tom.? ELECTRICAL RISER DIAGRAM 1,0 ©ROUND ROD TO WATER PIPE 1&.Zid 346 26; \�+V-(� a.AaAd,C'E 4t =aC%., 1.3/!i LV G<.�/T' G6'.4 ! AGTLF 1 $( AMP /?G/ '4G SERYlG6 D'.SCDISC W.H., ON LIl" BAN Mech. ----------- Room -y, 1 ! PANEL Plan Room �\ ; ( 150A ,+-\ ; Estimating i `rt/. `7' 1 1 PANEL �y! Estimating 1 r l 1 2 1 11 0 Estimating 3if (_r- % t- Gf=! TAT-- lei ^ � °ge Loun \ U.i^I aw Parking Area Ly-J Conference Room ; Office 2 -1 f.._G J �IfI _ L i I I 3W 3W y , I ! l 1 R / t 1 I 1 u I ' I t r \ r \ r Chief Estimator r 1 I 1 , I I I I I , r 1. c Book Keeping Office ! ! ,- 0 cn� 3W GF; jl / j Hy _ — _._. i \ Xfi '' --- ------ ---- 4 ' !\ / - x1r , If! W y 1 I 1 , t t r t 1 I t t I I r t t r 1 Office 3 \ 1 I I I t I \ I ,1 ELECTRICAL PLAN CALE. 1/4' 1' - -0" k: ! ! ! t Waiting Area \ \ WP i � GFI ! 1 1 001 _ w J3 Reception I r , ! ! i �v Library I I 1 I I 1 ( I I I 1 i*j lY% 3W Comptroller 1 J_ o, ui � a z ui z0 !U ui Q W 1 r _j tD di Z r. ui N y IU \; IL 0to d 0- 4, Tn a. - ? •' 0 L = o, to 10 , L° Cl b cc if ea L u u K C e A 0 ll- LLl tu 0_ 1- 0 U- 0 _j LL ry z 0 0 U H U C j J 0 ry Aj- U C) DRA`!v'N S.L. _ D CHECKEDATE FEB t999 SCALE 114-1 1' SOB NUMBER 99024 SHEET roR � OF LL L LI _111 CITE a FBRG. EF. - - --- -- l 8 ' 10 ., ---� -=j - E F?0N 1 %C) - ---_�/ (INTERIQR QF_(IRING C) A» — -- - -- -- -- - -T IS-6' 5' Jv I I 1 Vl 1 1 IL-1-1-.J TRUSSES STABBED 3/4— i QR PLYWOOD -- r tl _ TRUSS CONNECTOR SCHEU11h F-JCS NAME: G1,.a aicti' _ I- LOCATION: ST lr't--2-:-a DESIGN WIND SPEED II C MPH REe NAILS FASTENERS REMARKS QTY. L TYPE QTY. & TYPE TOTAL Wei; :ir; 1— BLK. CONC. ST.1ua 7T.o4s III 9.+u 9h4p11 s-N9 N a „ 44G PN Tpy RotF TR(SS UPLIFT B - - 6Y �2ya -IF no- Z TG in At -I V IAu N:l rc, N41 P!I_; R I 12 1 Y I L _�&. cl--ov 18'10" a �o 0 co r. GENERAL NOTES TRUSSES 24" o.(.-. I.l 'ALL DRAWN WAILS ARE BEARING UNLESS OTHERWISE STATED. ALL DROP'S BY BUILDER. 3.) ALL LEVEL RETURNS BY BUILDER 4.) ALL BERMS BY BUILDER UNLESS SCIFIED BEAN BY S.L.T.C. BRG. RC1- . R,E:SPONSIBILITIES OF THE BUILDING DESIGNER: TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT OF THE INDIVIDUAL, TRUSS BRACING REQUIREMENTS. BRACING REOLIIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING ON SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LORDS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE. -- -- Disclaimers Do not out or alter Ong trues without ooneulting a doalgnor at S.L.I.C. first. Rny party who auto Or damoges a trues shall be re sposlble par the post of the required en9l nearing design and repair of the trues. No bock Lhorggas will be accepted unlesa aPprovad In writingg by an offlaer of S.L.T.C. Fol lure to e3ek the resolution of Q problem until aF'ter thi 06oF Is shingled or the drywall to Inwtoiled shall constitute acceptance of the problem by the austamar and the customer shall been total Financial re"ponalbllity to resolve the problem. For Qnyy conflict between this setting plan and the Indlvlduul englnenrod dra4rtigs, the Individual on Inaerod drawing will Tak" preasdenoe. game dropped soffits may be shipped loose to ovoid breakage. fnatQllalloi remd'Ine the rsepormlblllty of the carpenter. Refer to the InalvldoQ1 engineering greets for Inatallatlon I no t ruat Iona. CUSTOMER RESPONSIBILITIES: The design specification and installation of all uplift connectors. Hangers ouppllad bg S.L.T.C. are designed For gravity loads only. Additional strapping may be requlrad to eatiFy the uplift connection. HII tru"a to boom, Truse to wall, boom 10 wall, boom to post connections and any specialty hangers not normally otooked by S.L.T.C. the pwrahaee Grid Inetwl lot ion OF any permanent broolrlg required by the true" design and/ar the eng,neer OF record ond7or the building dopartment Io. provlda a aultable Flat unobstruoted area to unload Trusses and to provide aocase and egress to such on Oren. To ereot all trues comonenTu In accordance with the Truss Plata Institute publication HIB-91 and to "sek proFeaelonol help and advioa on any clue"dons prior to the araotion of the trussed components. KEY HANGER TYPE GRAVITY UPLIFT TRUSS GIRDER H H11826 3315 1550 6 - 1 Gd I'i -16d B HUS28 3570 2000 8-16d_ 22-16d C HHOS26-2 3440 1550 6 16d 14-16d D HHUS28-2 5180 _ 2000 8-16d --- —22-16d E IiGUS26-2 2000 8-16d 20-16d F HGU28-2 _4835 8000 2650 10-16d 36-16d G PIGUS210-3 8665 3'115 12-16d 46-16d R SUR26 920 625 6-10dxl 1/2" L. S1_IL26 920 625 B-IOdxt 1/2" 6-16d H ^I-- U24 _ 590 240 - 2-I0d xl 1/2" 4-16d _ - I Q6 ---890 liso— _Si-18d— HANGER NOTE: SLTC FURNISHES ALL STANDARD TRUSS TO TRUSS CONECTIONS ONLY. UNLESS OTHERWISE STATED ALL TRUSS TO TRUSS CONNECTIONS ARE HUS26 HANGERS ANO SUR/L26 FOR ALL CORNER SET'S 7' AND GREATER. SEE LAYOUT FOR ANY OTHER CRITERIA. U - HANGERS SEE HANGER "KEY" FOR OTHERS USE APPROVED HURRICANE ANCHOR PER ENGINEER `+ 3/ 113" HEEL SQUARE CUT 6/I BRG. WALL I-�-2' —E� TYPICAL_ END DETAIL Z O (Y cl ,-G--0 an CL z i C10 hI r r x.n V—f <F DATE: 1l� APPROVED AS NOTED: I�DATE:_ ; RESUBMIT:_ __.-__ DATE:- SIGNED: --------- TITLE: MAI n [� w b w CY 1_) u,) 0flC LL tI N,U U'z o Z (n U_ 1 _J .-1-12 CJ 1n-Pm I--. 3 O I- I--- (fin) F- ; W r- ry 3 uT rD Tr 0 z 0 Ld cr rs, tY h.l [tl sl I �. - C- - Cr �m� I 1 J 0 -1 L I_I_ k -- _ C 1 0� Qj 5 C 07 — —� 4— Q.- Lr (J-) __C Q_ 111 I-L � Itl F- I -I 71 c L 1- • �l I— c_1 .• if1 i U I D_ 4_1 1 CC 2 C 1C1_C_JCF(_ JOB It 1 1433 GENERAL N OTES 1. PROJECT NAME Drawdy Construction Office 13. PARKING: 2. LOCATION: South side of Midway Road, approx. Required: 1320 feet west of South 25th Street Office (4.222sf ® 5 spaces/1,0005f) 22 spaces 3. OWNER: Drawdy Properties, Inc. (Phil & Troy Drawdy) Total Provided 30 spaces 1.216 Bell Avenue Handicapped Spaces Required 1 spaces Fort Pierce, FL 34982 - Handicapped Spaces Provided 1 spaces 4. ENGINEER: Culpepper & Terpening, Inc. 14, DEVELOPMENT SCHEDULE: P.O. Box 13360 Fort Pierce, FL 34979-3360 Construction to begin: May 1,1999 FL P.E. Reg. 15823 Construction to be completed'. October 30, 1999 FL P.E. Reg. 24276 15. UTILITY SERVICE: 5. SURVEYOR: Culpepper & Terpening, Inc. P.O. Box 13360 Water Service: Port St. Lucie Utilities Fort Pierce, FL 34979-3360 Sewage Treatment: On -site septic system FL P.L.S. Reg. 3333 16. SITE DRAINAGE: -- 6. TYPE OF PROJECT: Building Contractor's Office The stormwater management system on -site will consist of a 7. GROSS PROJECT SIZE: 204,812 Square Feet, 4.70 Acres series of inlets, culverts and swales. An on -site dry retention NORTH area will provide water quality (pre-treatment for the first 1/2" S. BUILDING SIZE: 5,743 Sq. Ft. of run-off) and will provide compensating storage for additional GRAPHIC SCARF ,building areas. Discharge from the site will be towards the existing 9. EXISTING LAND USE: Residential Suburban (RS) swale along the north boundary of the site. 30 o m 30 e0 120 10, FLOOD ZONE: Zone X (per EE.M.A. Map a12111c.0280-F) -- 11, EXISTING ZONING: `Commercial Office (CO) ( IN FEET) 12. SITE COVERAGE: Square Percentage f inch = 30 ft_ Acreage Footage of site 40' 40' Building 0.13 5,743 2.80% ' Parking 0.56 24,533 12.00% 1. 1 Miscellaneous 0.01 410 220% i I 1 I " Total Impervious 0.70 30,686 15.00% • Total Open Space 4,00 174,126 85.00% Total Site Area 4.70 204,812 100.00% + I I ' _ I ' I I " N00'09'05"W 622.10' ------x----- }..-- x in i; -------*----------x----------------x----- 1 18..... 18",.ur, 'r ) 1" WM BY PSLU ' 17.2 �.� 17.9�„.� iE `, CONST 2 1s I BEN � MARK ' 16.7 17.4 16" ""\ CWATER • TOP 1 2" IR&C BENCHMARK - - -- " �'"'' SERVICE ;" 1 STAMPED LB 4286 TRAV TOP 1/2' IR&C 18' 26' I 18' "-- STAMPED LB 4286 TRAv " '�`�\ ELEV = 15.33' - --' - `� a 16" 1 N.G.V.D. OF 1929 ELEV = 15.86' w w 18" - i ' N.G. V.D. OF 1929 DRY DETENTION < < �; t8.' �< 24' ,6 c y a -- -� W- -- 18" CONST. 80' OF 8" PVC SANITARY 20" `20 -•/ 16 �\ o _ cc 18' 20,1„ CONDUIT 4 DEEP 0 1.0% W/CAPS o' CONST. UNDERDRAIN �. N. INV. 12.70, S. INV. 13.50 ""\ 18" 16^ ,. " f----------- 1 16" 22 (SEE DETAIL) 7,2 17.9 16.7 17.4 - - - �6- -{ DRAINFIELD = = t----------------I 18., 17.8 16.7 E----2j _---__-_ '„m` Q 1 1 17.3 - FUTURE SANITARY MANHOLE 16" �,,18" 160 0 CONST. SEPTIC TANK '��� 17. 1fi"=i� (",,W 16" i= (FOR DETAILS SEE FUTURE PARKING, "�'° `'`_°j° 22" 16" i 1 1 SEPTIC TANK PLAN) --- - 16.5 o„,c �u, ,.; CONST. 10'-24" CAP WITH i- SD-1 iq: MITERED END SECTION 130.89' 50.67' 17.2 CONST. TYPE "C' INLET 1 18 18�ov, 18"\�G.7 GRATE EL.= 16.50 0 } 16 16"INV. EL.= 11.49 16" (-------)PROJECT SIGN 17.9 =� ''"' " 16' '•nr' 3 26' 18' .,,,,,. 16 - _ , 16017,4 17.9 - �u r,. �I. "JIB,. BUILDING 20 5.743 S.F. N „ 16.7 - ��ir- 12"i . ''ri�� 17.4 %'' v r 16* �- 17.5------�-rP F F.E.= 18.50 v 47.5 16" 16" vl 17.0 .1,,,, i i ou, 16" .0 w -0- 16\0,,, 17.7 a 17.7 ' 'i n 1 B' N ¢ ' i -- 11, 17.2 17.2 r'1 w W '' o` _ - -,�,� OD o -a CONST. 70' OF 18" 1fi" .,,,,, 17.2 -"'� o m `g cnn CAP ® 0.21% --- u 1 f o a < -so --^- CONST. 40' OF 18" CAP I`\ 16"---- 17.6 - 17.6 � 3 16"'no` I �--- � 889 � i i i I i 0 0.24% W/CAP dl 16.5 ' 17.1 1 17.1 18" 'D 77.5 FUTURE PARKING 16" 1 - �. m" o 11vv 16.9 T 17.0 121.97 - -- Ir IL - r- - lr- -1 �� cv __ _.__.. _ CONST. TYPE 'C INLET 17.2 1' ,,20" 9.00' = 16.7 17.5 GRATE EL= 16.50 i INV. EL.= 11.25 � n,,,. ,o in 17.0 18"' CONST. 10'-24" CAP WITH I ' I� tss o, a _ 17.2 12' & 12P ' MITERED END SECTION 59,67' = 17.6 '> 18.1 5 SPACES 18.6 17.7 17.1 17.7 „ 17.2 1 18.1 17.2 17.16 17.2 16.9 i 18� ��I 16' 20" W L AVM . DUMPSTER a DRIP EDGE FOR Y 16.9 - OAKS (TYP) 16.9 > 'o nc o - �i a 20 i,. CONST. CONTROL STRUCTURE 16" ,24 �A,130'M - 1/' (SEE DETAIL) TRANSITION .'F----� no 16" i CONST. 20' OF 15' � ' � 16" ® CAP ® 5.0% PLUS i ' 16" BENCHMARK ONST. 110 OF 18 MITERED END SECTIONS °x ) 16^ TOP 1/2" IR&C CAP 0 0.22% o � STAMPED LB 4286 TRAV 1 iv 14 13.0 ' 2 i 12" ELEV = 15.62' N.G.V.D. OF 1929 74 o NV. EL.= 13.0 1 18" 18' FL 12.7 1 ---_----# SEE SECTION A -A Q `i= 16" 24" `T---I - CONST. SWALE o ,: ------ -------- I ---- --co-----2r' 20" ii6" dt 44 --- ---- ---- ---- -a - { S00'10'00"E 619.25' , 13" 20' C " SD-3 I -� CONST. TYPE "C" INLET ( • I _ GRATE EL.= 14.00 " INV. EL.= 11.00 F.D.O.T. SURVEY BASELINE � J l FOR MIDWAY RD. PER R/W MAP SECTION 94530-2604 `'Um FILE FIELD BK./PG. REF. 9874BASE.DWG cTen CULPEPPER & TERPENING,INC. CONSULTING ENGINEERS -REVI SIGNS - BY I DATE LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 ' (561) 464-3537 BY DATE DESIGNED JPT 3-5-99 CALCS. DRAWN GWR 3-6-99 DETAILED CHECKED DP 3-15-99 APPROVED " JORGENSEN ROAD LOCATION MAP TREE LEGEND PINE TREE " OAK TREE �e PALM TREE TREE TO BE REMOVED MAR 1 9 1999 E V ��:+Bb"vL :%. iV\.7 DATE: -8-99 DRAWDY CONSTRUCTION OFFICE D . SCALE: 1"=30' VERT. SCALE: NONE SITE CONSTRUCTION PLAN JOB No. 9874 SHEET 1 OF 2 e; 1' y SOD � BEVELED OR ROUND CORNERS`' - U) 1.5' R I I \> �r�---- i--Ll/2"THICK, -- NO =Lai 7 04 F > �\ L---- ---CONCRETE SLAB, 3" ;n REINFORCED WITH WWF 6X6-W1.4XW1.4 SOD TOP VIEW - SINGLE PIPE / 4 15' SOD j 6g, in HELICAL CORRUGATED 1 yI METAL PIPE DITCH GRADE VA SADDLE iP4RO 5' SOD REROLLED END REQUIRED VARIES - - -j 1.50' SLOPE: 4:1 MITER: 2:1 FOR ALL SIZES PAID FOR AS PIPE CULVERT 2:1 MITER: 1:1 FOR ALL SIZES IV 5' ( PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION ) SECTION 15" ACMP MITERED END SECTION FINISHED MAXIMUM TRENCH WIDTH ~I GRADE I 2 x PIPE DEPTH + W w PLACE AND COMPACT � w IN 6"WLIFTS U Z 7 U C) Z S F /\ a0 o PIPE O.D. + 24 IN. Z W a v MAX. WIDTH ..�'. z a F Cl w��\ 12" 12" g a MAX. MAX. j(•� 'a� U w U INVERT XT a 1/2 PIPE "O.D." HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED To RECEIVE PIPE BELL AND BARREL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH SECTION A -A Co 12" UNDERDRAIN DETAIL SOD SECTION B-B 1/2" - 18" BAFFLE POND BC 13.00 ROCK BOLT TO CONTROL STRUCTURE AND SEAL W/ GROUT PLAN VIEW cT ^"1 ro TOP OF INLET = 15.90 -DER ONLINE -- -2" HEIR EL- 14.80 �15" CAP - 14.25 j� 11 BLEEDER 12.00 13.00 3" OM EL - SECTION A -A SECTION B-B CONTROL STRUCTURE 3,000 P.S.I. �- MIRAFl 500, 6"-- CONCRETE 6" THICK STANDARD TRAFFIC AREA Gio e Vi FACE OF INLET OPEN AT POND BOTTOM EL = 14.00 �SUBGRADE - STABILIZED TO 50 PSI FLA BEARING VALUE AND COMPACTED TO 98% MAX. DENSITY PER TYPICAL PAVEMENT SECTION AASHTO T-180. I-.r-- 1/4" SAWCL 1/4" T LOW MODULU T T SILICONE SEALANT 15' \-i►. 15, / `CONSTRUCTION JOINT NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION TYPICAL PAVEMENT JOINTING DETAIL TYPICAL CONCRETE PAVING SECTION COMPUTER E REF. FIELD BK./PG. - R E V I S 1 O N S- BY DATE 9874DET.DWG CONSULTING ENGINEERS _____._..........._._..._........ & rLAND SURVEYORS ..-...... .. CULPEPPER & _ ...... ...... 2980 SOUTH 25th STREET .... :'�. �..... FORT PIERCE, 6)E63 FLORIDA 34982 ... TE RPENINGINC. 544- BY DATE DESIGNED _._._........ JPT ....... 3-5-99 ............. CALCS. DRAWN GWR 3-6-99 DETAILED ................................. CHECKED DP 3-15-99 APPROVED PAVING & DRAINAGE NOTES 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, subouts and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor Is herein advised that "record drawings" will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate and the governing . , criteria is the intended location of the drainage structure. 4. All construction is to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. 5. Roadwork within the St. Lucie County right-of-way is subject to permitting and approval by the governmental authority having jurisdiction. 6. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 7. Materials for roadway paving and drainage construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 8. On -site striping shall be 4" white traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be In accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards and the Manual on Uniform Traffic Control Devices unless otherwise specified on the permits. All striping and markings shall be thermoplastic In FDOT right-of-ways. 9. Signing shall be "Engineer Grade', in accordance with the Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30"x30". 10. Concrete for structures, curbs, wheel stops, parking, loading areas and sidewalks shall have a minimum 28 day compressive strength of 3000 psi. it. The contractor shall notify the Florida Department of Transportation at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the Engineer) will be required from the agency prior to construction. 12. All areas of fill, limerock stabilization, subgrode, etc., shall be compacted to a minimum of 98% of maximum density in accordance with AASHTO T-180. 13. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt at least 24 hours in advance of subsequent construction. 14. Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 15. Upright handicapped signs are to be provided at all handicapped parking spaces in accordance with the Manual on Uniform Traffic Control Devices and the St. Lucie County requirements. 16. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 17. The Contractor Is to verify all existing stubout elevations prior to construction of on -site improvements. Coordination with the building contractor is required of the site work contractor. 18. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 19. Reference architectural drawings for sidewalk and handicapped ramp construction. 20, Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FDOT standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands and waterways. .These will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. 8" I� 6" y� 3 4" R ° \JOINT SEAL ` 2" R � PAVEMENT ° ° SECTION ° C ° ° BASE 4 ° ° - 1/2" EXP. JOINT ° SUBGRADE JOINT FILLER-� TYPE "D" CURB DRAWDY CONSTRUCTION OFFICE PAVING & DRAINAGE DETAILS DATE: 3 15- 99 HT SCALE: NTS VERT. SCALE: NTS JOB No. 9874 SHEET 2 OF /] A