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HomeMy WebLinkAboutSURVEY AND PLANS33 n 0 9 34 _,— FOUND L.W.P. 3 BOUNDARY PREPARED SURVEY FOR LINSCOTT'S IVORY TOWER FOR THE BENEFIT OF DOGS a CATS _ O a o c v s N FND.4x4 CONC. MON. W 1 / 0.30'S. = 100 '! / P e�NM�(Lu Ics7.0 CAb51nng0) N -- 580.87'�58 o �o N 0 T I N C LUDED tjF wON RODS CAP O O E H (5/e) S89058'25"E 580.87 w (jIR"MAh2k 9.E. 67(2. uDWL. Imo. Id Cp�.uMeo) two z� - wI �_ F4 m �m Z a J I O 0 N N 0 O O 1 C DIRT D w Z 0.5 -" O a� 01-T4 1, I A FOUND IRO RN OD 0.40' S. (5/e) U ilf 3 E FOREVER INC. UN PLA TT ED FIND. IRON ROD81CAP 2.2'� /4416 W.E.H. (5/8") 4'BARB WIRE WIRE \ x S 89*51 647.91' \x\ 8., O o0 p Jo) I�o �a.4.s Cassu�eo) r V FND IRO ROD BI,CAP <r 4416 W.E. (5/8") V A C A N T M --------------------- ------------- J . 5or2_a w rJlj i v .5' IV N 89058'25" W 1228.97' WOOD POWER POLE (TYP) UNPLATTED kIOTG : /ALL u&(Zr ol4 6(ze i'�ASE0 C7N A4iru aO D TajA. LEGAL DESCRIPTION A parcel of land lying in the Southwest of the Northwest 4' of Section 3, Township 37 South, Range 38 East of St. Lucie County, Florida, being more particularly described as follows: The North 354.47 feet of the North one-half of the South-west one - quarter of the Northwest one -quarter of said Section 3. Less the West 100.00 feet for a public road right-of-way and less the North 150.00 feet of the West 580.80 feet of the above described parcel. I /�r7rJ IM(�2c�.✓-I�n�I.ITS l7.)o.�y O..t��i No. Revisions Date By Seal CERTIFICATION FIN D. CONC. MON. (4'x4") / 033' E. FENCE ON LINE z 4 M 4 BARB WIRE FENCE ON LINE c0 UNPLATTE D N O O U) FOUND IRON ROD&CAP LB 4223 (5/8") LEGEND CONC. = CONCRETE MON. = MONUMENT FND. = FOUND L.W.P. = LIGHTER WOOD POST BEARING BASE THE EAST LINE OF SECTION 3-37-38 IS ASSUMED TO BEAR N 00054 126 "E ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVF fop '`. SEAL) I HEREBY CERTIFY THAT THE SURVEY OF THE PROPERTY SHOWN HEREON WAS COMPLETED UNDER MY DIRECTION ON MAY 18,1995 , AND SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE NO ENCROACHMENTS. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATE STATUTES, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THE SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE. 1014 fS DATE OF SIGNATURE VV CF11 11 ctt I N GTUN WEATHERINGTON ENGINELRING/ SURVEYING A DIVISION OF (,Cy, INC. 4075 Virginia Avenue Ft. Pierce, FL 34981 (407)461-8084 466-9500 (: /\W- &( DAVID W. S1_HP,VER REGISTERED LAND SURVEYOR FLORIDA CERTIFICATION NO. 4864 LI N S C 0 T T m File & Drawing No. 93 - 2029 - 01 Sheet I of I FB 621 PG 41-43 '� i •. U 11 8�� v U �CCES5 ROAD --- O c)T v (fi> I C I 1 A 1 1 j 5EPT IC TAN IC D2e1N FIEL,1912 I I I r,47 g 1 -- _— APA2T1A5N7 ' M)JAINie;;._An,DN KENNF_LS I II I r i �I -- 1 • w �.- -�_. -- - -- ---- I ( 069060 _ - - - -- ------I i I , ,I f •.I wF�- _SWELL Pay1WC, 770 3U lApX• TRr-g.4 - � NEFE \v A 7 C- T[. fZ F T e_ N -T I n N 6 02R0\Y R1T f I 3 -3 I I P. ►,2 28.97 (q,g 4,,_) MCAT E � ILL LANDSCAPE PLANTING TO CCU/A PLY WITII SECTLON 709, STIUCIE CO. LAND DEVELOP/AUNT CODE AS A z. I�,�l-�...•� --�8• A) N 1 !A U //1 . i2� S `y ANIMAL SMELTER T02 6 CA.T5 F,0eEVP_0, )MC- _ rAx_ 1.0. 0 Q 20 3 - 731 - odo oco 7 APPROVED BY SCALE: I r z 2O DRAWN BY DATE: LAN D5CA.PE PLi�\N- - DRAWING NUMBER NATAIM( /iM�RMT NO. 106M2Ix9B y G Oo Ly S 89°58'25" E 647.91' 0 vi ILL 0 < c L1 a z w L_ 6 3 0 F- O 12� LJ D_ O 0 m Z N O CD d U' Z Ln F- O U) X LJ Z PROPOSED 40' OF 12" CORR. ALUM. INV. EL. 99.5 PROPOSED WATER SYSTEM (SEE NOTE 8) TOE OF SLOPE MATCH EXISTING GRADE (APPROX. EL. 98.5) �f SWALE EL. 99.5 a 12• 1 10' 78' 20• a TOE OF SLOPE MATCH_ EXISTING GRADE DOSING TANK (APPROX. EL. 98.5) (SEE DETAIL SHEET 2 OF 2) / PANEL BOX -TOP OF BANK EL. 102_25 - - - - � \ / a -� - 5' rn1 -- PROPOSEP-- - I I I I L---------- DRAINFIELD IBI91 I L _-_ ------- 1170 S.F------_--_-- SEPnc TANK I1900 lolZl GAL - I a I 1a01¢ I 2" PVC ` TOE OF SLOPE Ialo �_MATCH EXISTING GRADE - - - - \ TAPPROX. EL. 98.5 - --PROPOSED -_-- ------- ----LAfT SEPTIC TANK \ \ L L--1170 - _ DRAINFIELD _ - - _ - S.F.- - 700 c 4 TOP OF BANK EL_702.25 \ \ c� ---- \�\ -�__ - - - �ROOF DRAINROOF DRAIN---- =------ CLUDED ON THIS P RMIT j GARDEN --------- PROPOSED 1-BEDROOM i RESIDENCE \ T PROPOSED ANIMAL ANIMAL SHELTER I II SHELTER / FIN. FL. EL. 1030 FIN. FL. EL. 103.0 PHASE II q I'" I I ' I B N T INCLUDED ON 9119a`S P Rld%IIT' PROPOSED HANDICAPPED I >2.25 1 1/2" PVC PARKING SIGN J WATER LINE -.� �_ pn' TOP OF BANK EL. 102.25 // / N - ------------ / DRY RETENTION SWALE EL. 99.5 --��0-� BERM EL. 100.5 / CONCRETE WHEELSTOP PROPOSED WELL (TYPICAL) - - -' WITH 6'x 6'x 6" / I TOE OF SLOPE EL.C. 02.5D \ PROPOSED I I (APPROX, IELN98.5) RADE SITE DATA Total Area - 8.00 t Acres Proposed Developed Area - 0.96 t Acres Proposed Building Area Phase I (including residence) - 0.10 t Acres (4170 S.F.) Phase II - 0.04 t Acres (1710 S.F.) Total Building Area - 0.13 t Acres (5880 S.F.) Proposed Walks & Misc. - 0.01 t Acres GRAPHIC SCALE Total Proposed Impervious Area - 0.14 t Acres (2%) Total Proposed Pervious Area - 7.86 t Acres (98%) .o o .o ( IN FEET ) 1 inch = 40 ft. NOTES 1. All elevations shown are based on an assumed datum. 2. Septic tank and drainfield construction to be in accordance with Chapter 1OD-6, Florida Administrative Code (F.A.C.). 3. All top soil within the developed area to be removed and stockpiled on site for use as final cover. The surface of the exposed soil to be scarified prior to placement of fill. 4. All unsuitable material (silty, clayey sand) located beneath and within 5 feet of the proposed drainfield construction to be removed and backfilled with clean sand. Limits and depth of excavation to be inspected and approved by the engineer prior to bockfilling. The material used for backfill shall be approved by the engineer prior to placement. 5. All fill placed beneath and within f feet of the proposed drainfield construction to be Clean sand fill. The material used shall be approved by the engineer prior to placement. Use of selected materials obtained from on site excavation may be utilized with prior approval of the engineer. 6. All side slope areas from top of bank to toe of slope as well as the side slopes of the retention swale and the top and side slopes of the perimeter berm to be sodded. Sod shall be bahia grass sod unless otherwise specified. 7. All other areas including the top of the drainfield area and the bottom of the retention swale as well as all areas disturbed during construction to by either sodded or seeded and mulched. EXISTING ED- UNPAVED PARKING AREA �- SEE DEVELOPED ACCESS AREA DETAIL ABOVE 1 A °2 `� I DEVELOPED AREA DETAIL S 89'58'25" E I ' _.0 TOP OF BANK EL. 101.15 ' I SCALE 1 =ZO I AVAILABLE AREA 12.000tSF� c------------------ AVAILABLE TOE OF SLOPE DRY RETENTION--SWALE EL. 99.5 AREA TOE OF SLOPE MATCH EXISTING GRADE (APPROX. EL. 98.5) s• 18" CMP BENCHMARK W/CONC. / S.E. CORNER CONC HEADWALL MITERED ENDWALLS EL. 100.74 (ASSUMED DATUM) I I % -- II II 36" CMP W/CONC HEADWALL II 24" CMP II I II 36" CMP - II II II LEGEND: EXISTING SPOT ELEV. °Q 5 e'°` PROPOSED SPOT ELEV. S 89'58'25" E DITCH LEGAL DESCRIPTION 1650±SF OF '7pp B NK ' J-�L-- ---� }DOSING TANK cj {� ----� APPROX TOP OF BANK u7 SEPTIC TANK I �� PROPOSED DR INFIELD i SEPTIC TANK SOIL Est y2 - - J' g F w I PROPOSED DR INFIELD J 80.00'� r EXISTING Lo - -� SOIL TEST #1 BORROW PITLC) I ROPos£D OT INCLUD' D ON THI��P����,T POND O - J ESIDENC PROPOSED PHASE VACANT Z / ANIMAL SHELTER L u / SWALE Z _ OT 1NCIaUD 9g 5 580.87 APPROX TOP OF BANK Z - -- TOP OF BANK 1:� w PROPOSED / DRY RETENTION WELL l/ EXISTING I TOE OF SLOPE!/ UNPAVED PROPOSED -- - ---- -- -- - -_ - _ -� �' ACCESS _STABILIZED UNPAVED ACCESS ROAD TOP OF BANK I ---- C___DR�RE------ - / SRY RETENTION SWALE - - - TEE OF SLOPE APPROX TOP OF BANK - A parcel of land lying in the Southwest one -quarter of the Northwest one -quarter of Section 3, Township 37 South, Range 38 East of St. Lucie County, Florida, being more particularly described as follows: The North 354.47 feet of the North one-half of the Southwest one - quarter of the Northwest one -quarter of said Section 3. Less the West 100.00 feet for a public road right-of-way and less the North 150.00 feet of the West 580.80 feet of the above described parcel. EXISTING BORROW PIT POND APPROX TOP OF BANK N 89'58'25" W EXISTING SINGLE FAMILY RESIDENCE FIN. FLOOR EL. 102.32 SITE PLAN SCALE: 1 "=40' PROPOSED BORROW PIT_-- XPANSION BEE(PANDED AS REQUIRED) 1228, 97' VACANT 647.91' SITE PLAN LOCATION MAP 8. Water system construction to consist of a 1 1/2 horsepower pump (Goulds or equal) with a minimum capacity of 25 gallons per minutes at 50 p.s.i. and a minimum 80 gallon total capacity hydropneumatic bladder tank with a minimum 25 gallon drawdown. Piping to be 1 1 /2" Sched. 40 PVC and shall be approved by the National Sanitation Foundation (NSF) for use in potable water systems. The pipe shall be marked with the size, manufacturers name and NSF approval. All water system construction to be in accordance with Chapter 1OD-4, F.A.C. H37.4 � DITCH I N C O R P O R A T E D CIVIL ENGINEERS / LAND SURVEYORS PALM CITY • 1505 S.W. MARTIN HWY. • 407 286-8083 P.O. BOX 1469 34990 WEST PALM BEACH •5601 CORPORATE WAY, 407 697-3667 SUITE 314 33407 CALL ATLEAST ST. LUCIE COUNTY BUILD" OMBgN I:DAJ'E PLAM MUST BE NO INSPECI DIG: tap 4 1n M LINSCOTT'S IVORY TOWER TRUST DOGS AND CATS FOREVER, INC. ST. LUCIE COUNTY, FLORIDA FDrawnBy Da AUG. 1995 Checked J.O.N. File & Drawing No: 95-3009-01-01 Sheet . 1 of-_-2,-- �COPr'RIGHT (t, 1995, BY G.C.Y., INC., CIVIL ENGINEERS / LAND SURVEYORS Alin 0 A 10M 0 z 0 o 0 0 SPECIFICATIONS GENERAL It is intended that the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction", latest edition be used where applicable for various work, and that where such wording therein refers to the State of Florida and its Department of Transportation and personnel, such wording is intended to be replaced with that wording which would provide proper terminology, thereby making such "Standard Specifications for Road and Bridge Construction" as the "Standard Specifications" for this project. If within that particular section another section, article or paragraph is referred to, it shall be. a part of the "Standard Specifications" also. All work shall be in a workmanlike manner and shall conform with all applicable city, county, state and federal regulations and/or codes. The contractor shall also be responsible for obtaining all permits and licenses required to begin work. The contractor shall give the engineer 24 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and/or materials shall be corrected at the contractor's expense. CLEARING AND GRUBBING: All trees, brush, stumps, roots, grass, weeds, rubbish and all other obstructions resting on or lying within 12" below finished grade or subgrode shall be completely removed within the limits of the proposed construction. All work shall be in accordance with Section 110 of the Standard Specifications. Top soil to be removed and stockpiled on site for use as final cover. EXCAVATION: The contractor shall perform all excavation necessary to accomplish the construction indicated on the plans. Excavation shall be unclassified regardless of material encountered. All excavated material not required for fill or embankment, shall be deposited on the site, as directed by the owner, or his representative. The contractor shall do all shoring necessary to perform and protect the excavation, and as necessary for the safety of the workers, and any existing facilities. All construction dewatering (well points, sumps, etc:-1-fi nc q h-q p-ermit from S.F.W.M.D. This shall be obtained by the contractor at the contractor's expense. UNSUITABLE MATERIAL: Where muck, rock, clay or other material within the limits of construction is, in the opinion of the engineer, unsuitable in its original position, the contractor shall excavate such material, and bockfill the excavated area with suitable material, which sholl be compacted and shaped to conform to the required section. EMBANKMENT: A. This work shall consist of furnishing and plar_ing the materials required for fill or embankment for the construction os shown on the drawings. The material used for embankment shall consist of sand, gravel, or a mixture thereof, and/or other suitable material approved by the engineer. If the materials ore of a variable quality, the contractor shall plan his operations so that the upper two feet of the embankment is constructed of selected materials as approved and directed by the engineer. B. All fill placed beneath and within 5 feet of the proposed drainfield construction to be clean sand fill. The material used shall be approved by the engineer prior to phicement. Use of materials obtained from on site excavation may be utilized with prior approval of the engineer. C. Prior to placing any embankment, the surface to receive the embankment, shall be plowed or scarified, Fill or embankment shall be placed in successive uniform layers twelve inches (12"), measured loose, or as approved by the engineer. Each layer will then be compacted by on approved method. GRADING: Contractor shall perform all necessary grading to achieve the finished grading as per plan. All workmanship shall be in accordance with these specifications. STABILIZED PARKING AREA: Stabilized parking area shall be constructed to 50 psi Florida Bearing Value in accordance with section 160 of the Standard Specifications. (Type C Stabilizations). All stabilized areas shall be compacted to at least 98% of the maximum density as determined by AASHTO T- 180. CONCRETE: Unless otherwise specified or Indicated, all concrete shall have a minimum compressive strength at 28 days of 3000 PSI. All work shall comply with the current edition of the American Concrete Institute (ACI) building code and applicable building codes having jurisdiction in the area. CULVERT PIPES: Reinforced concrete pipe (RCP) shall be in accordance with Section 941 of the "Standard Specifications". Corrugated Polyethylene Pipe (CPEP) shall be in accordance with Section 947 of the "Standard Specifications". Polyvinyl -Chloride Pipe (PVC) shall be in accordance with Section 947 of the "Standard Specifications". Bituminous coated corrugated steel pipe (BCCSP) shall be in accordance with Section 943 of the "Standard Specifications". Corrugated aluminum pipe (CAP) shall be in accordance with Section 945 of the "Standard Specifications". DISTURBED AREAS: All areas disturbed by construction shall be seeded and mulched or sodded as specified below: All side slope areas from top of bank to toe of slope as well as the side slopes of the retention swale and the top and side slopes of the perimeter berm to be sodded. All other areas including the top of the drainfield area and the bottom of the retention swale as well as all areas disturbed during construction to be either sodded or seeded and mulched. Sodding: The Contractor shall, after final grading and cleanup, establish a stand of grass by furnishing and placing sod in accordance with Section 575 of the Standard Specifications, The Contractor shall water the sodded area to maintain moisture levels for optimum growth to assure a healthy stand of grass. Sod shall be Bahia grass sod unless otherwise specified. Seeding and Mulching: Unless otherwise noted, the Contractor shall, after final grading and cleanup of all disturbed areas, establish a stand of grass by seeding and mulching in accordance with Section 570 of the Standard Specifications. The Contractor shall water the seeded area to maintain moisture levels for optimum growth for at least 2 weeks or until the grass is established. ELEVATIONS: Elevations shown are based on an assumed datum. DOSING PUMPS: Dual dosing pumps to be provided. Pumps to operate on an alternating basis with each pump serving one drainfield. Shop drawings and pump information to be submitted to the engineer for approval prior to installation. Pump operating conditions: 35 GPM at 10 Ft. TDH Pump Manufacturer: Barnes, Model No. EH522L (or equal) 1/2 HP, 3 1/2" Impeller, 3450 RPM, 230 V, Single Phase DOSING TANK Dosing tank to consist of precast reinforced concrete manhole sections (6' inside diameter) and shall be constructed in general accordance with Section 425 of the "Standard Specifications" of the Florida Dept. of Transportation. Manhole construction shall use Type II Portland Cement and shall have a minimum compressive strength at 28 days of 4000 psi. Manhole to have a precast monolithic poured base. Tongue and groove wall section joints shall be sealed water tight with preformed plastic sealing compound (Ram-Nek or equal) and shall be installed in accordance with the manufacturer's specifications. SEPTIC TANK: Reinforced concrete septic tanks to be constructed and installed in accordance with Chapter 10D-6, F.A.C. DRAINFIELDS: Drainfield construction to be in accordance with Chapter 1OD-6, F.A.C. ELECTRICAL CONTROL PANEL Electrical controls to be located in a NEMA fiberglass or stainless steel lockable enclosure. Panel to be mounted on concrete; aluminum or stainless steel posts set in a 6" concrete base. Panel to include an exterior mounted high level alarm light, an alarm horn with a silencing switch, a lightning arrestor and a surge protector. Pump controls to operate on an alternating basis. Shop drawings details and specifications to be submitted to the engineer for approval prior to installation. L DRAINFIELD - SOD OR SEED AND MULCH PROPOSED ANIMAL SHELTER FIN. FLOOR EL 103.0 ��� mot, ,�� �3 9" TO 12" COVER F f 5' 0 (Tvr.) (TYa.) _ BOTTOM OF DRAINFIELD FIBERGLASS OR STAINLESS STEEL (NEMA) LOCKABLE PANEL ENCLOSURE EXISTING GRADE EL. 98.5t--- -A WET SEASON WATERTABLE EL. 98.5 TAT CONCRETE, ALUMINUM OR STAINLESS STEEL POSTS ccT w c" rnu rorrr SASE ALARM HORN MIN. 24"x36" ALUMINUM ACCESS COVER -� WITH LIFTING HANDLE AND LOCKING HASP 6' INSIDE DIA. ! - - - REINFORCED CONCRETE(1VALVE MANHOLE SECTION-\ COUPLING ;\ I21, 2" SCHED. 80K PVC.L )DOSING111 — — — — — J2" PVC VENT 2" COUPLING � t i INFLUENT i INV. EL. 99.5 1� ��- V - TOP VIEW DOSING TANK DETAIL SCALE: 1 "= 2' 2" SCHED. 80 PVC. PIPE RESERVE CAPACITY 528 GAL, DOSING CAPACITY 264 GAL. MIN, 24"x36" ALUMINUM ACCESS COVER WITH LIFTING HANDLE AND LOCKING HASP 2" PVC vTy ° a J A I I 2" CHECK VALVE 4 A A d .2" COUPLING -- INFLUENT ° f INV EL. 99.5 A 1 a EL. 99.5 _ 8"A 8" ° 6' DIA. _ A d �+ 2" SCHED. 80 PVC. A EL 97.0 o EL 96.5 _--_ ° A A I'LOAT N SWITCHES A EL. 95.�5-- ----- ° 6" 6„ A ° EL. 94.25 ° d .y A DUAL DOSING PUMPS DOSING TANK DETAIL SCALE: 1"= 2' 15' DRAINFIELD PROPOSED GRADE i DRAINFIELD SECTION "A —A" :=SCALE: 1 "_- 4' PROPOSED ANIMAL SHELTER FIN. FLOOR EL. 103.0 PRECAST REINFORCED CONCRETE MANHOLE SECTION 5' 0P_ t 3 12' :1 SOD ~-- -- 10 ►I - 9 - I+ 3 j-3 _1_.— 6 t------j SOD OR SEED AND MULCH SOD SOD SOD SOD �F SOD OR SEED AND AAI li r•.ra Pa of 6) ^Uti P iP EXISTING - GRADE 6'f SOD 3 t� 3' SOD BERM EL. 10( EXISTING GRADE OSED DRY RETENTION SWALE EL 99.5 ` TYPICAL SECTION "B—B" SCALE: 1 "= 4' SOD SOD OR SEED AND MULCH DRY RETENTION -3 1 SWALE EL. 99.5 SOD BERM 10C 6' SOD OR SEED AND MULCH r PROPOSED °q GRADE TYPICAL SECTION "C—C, SCALE: 1 "= 4' DETAILS AND SPECIFICATIONS 100 kJ Mel -4 low M ka !4 d 01'R6w I N C O R P O R A T E D CIVIL ENGINEERS / LAND SURVEYORS PALM CITY -1505 S.W. MARTIN HWY.- 407 286-8083 P.O. BOX 1469 34990 WEST PAIN BEACH-5601 CORPORATE WAY- 407 607-3667 SUITE 314 33407 OF PROPOSED STABILIZED PARKING LINSCOTTS IVORY TOWER TRUST DOGS AND CATS FOREVER, INC. ST. LUCIE COUNTY, FLORIDA Scale: NOTED Date: AUG. 1995 Drawn By B.A.B. Checked J.O.N. File & Drawing No: 95-3009-01-01 Sheet 2 of 2 IIIIiis COPYRIGHT ©, 1995, BY G.C.Y., INC., CIVIL ENGINEERS / LAND SURVEYORS �4 �J� pry OP c ` GO i I , V� N 1p, o DI i i I� I 5 ■ ryOAo �40% .0 D i T _ 14 A E X I S T I N G 20A 1) P�E.D :NELI_ PAVIE,rC UNDEe - 5EPA267E CONTPAC7 EY;STINC, ?I:— 0 R. P A N P I T NQ.E:SEE CIVIL DRAWINGS FOR SEPTIC TANKS.DrAIN FIELDS AND DRAINAGE SYSTEM. 61,E 7. 91 �,. Lf.;AN[2EQ :7• Da TO >=OY.N TALI. 4�7ZIEf2 20A 2P NEIAA 117 N•PL FOE ALTEVNATINO EJE(-.Tv¢ R);AP4- l n 0 —� 0 COOF KAIN WAIEZ OUTFALL _ --- - KENNEL ^rC.Ed ONLY 1ZDOF 2AI4\VAT!_fC 9UTFALf. j �/ I I }' +< 42 1.91 -BG.G fL ,' i / F.F.EL.EV.10&- zt - � r . FILL TO EL 102.5 r,> PO FUTURE r' COWM20CTION • _li� IVE Qa � T Y � I�i- f _'� n•I'(_ LIV OOR `� V I i r— a i111 ) J,,; `0Lcr., !- _ 4 OC TO Form -TALL. 6AQelem NOTE ALL LANDSCAPE PLAN7I1444 TO COMPLY \V)TN 15EC, 1.0) ST. LUGIC- CO. LANf) DEVELOP/AF-NT C00F A5 A/AA1,7fJA(.JA- PIT ,fly NrsEr✓Er _ _ - -9" pe%VtR yol r 12 28.97 f)Ui_LD1 K1G_LOCAT 1013 PLAID SCALE II°=40 — EACT13 PAD FOE' ESUILE)INC AREA PAY GEWEEAL GONTIZA.7CTOL' 'U_E FOLLOVINC, WILL &E PEOVIDED EY OTl1EeS UNDEP_; I Cc'))AFACTEC SIJELL PAVIf4 OVE0 F..XISTING 20AD E)ED 2• 'VELL,PU/AP 6 WATEIZ TPEATUIENT 5, SEI"TIC TAAK��) ,DFLJN F>>_LDS ,WET 1VELL -k PIJIAIX 4• STANC F7' ENERA7Oe 5' LANCE`' & PE PLANTING C. FENCING -7, KEI�WEI- CAGE, ,5, KENNEL SCE1 ENS 9 FIIJ15N VINYL FLO021UC I1 r I� J i = 21 �I2�Tr' 1tt I ttt:{� 24 ST. LUCIE COUNTY -FT. PIERCE FIRE DISTRICT REi'1Q�IED EQR CQ,)L aNCE AND St ff T!� FINAL i iLLI� FNSPFf f i0 7SH HAYDEri BY: DATE:J ' Lt� Compliance to: 1. N.F.PA. 101 2. Standard Building Code 3. State Fire Marshal Rules 4. Local Fire Codes SFE_ATTACTIM) DEPARTMENT WRITE UP P.C. BOX .3030 TELEPHONE: (407) 462-2312 FT. PIERCE, FL 34950 FAX: (401") 462-2325 I ' d I "fs 20 L 21 1 ,'A /1 Pi e �.._,�� I I 26— 25 29 J30 ^� 34 ;o I J 13 � ^ 2 Y J vC O G) 27 2 \a 32: r\ 3. o < 6 ��. 43 PC . I J c ,12 r 10 Oil / 14 00 13 t O YLI4•a �. 17�c CV16 �J J� 15C p`L J �- 51.7 n LW _5! ?24 �� `. 19 �20 ( 21 \ 22 P = I� 02 t25 1i111 o� }} =2 - % �29 °� AEI/AAA2kEL.TI_ O ~ DOGS CAT S F02 EV E P- INC'-. ST. LUCI C(D. FLC)2LDA SCALE: APPRD D By . DRAWN WY DATE. S'/O-y5 .. AKCHI10 I TAX I.U.#4203-231-0006-000/7- 1 er.endina Street i �EV /-9r DRAWING NUMBER --' q ,. 1 11 1 a i SEPTIC TAH I- AVIV zle'dDele -A — �OF 2z"04 . FT4 - Oe 0 4" PVC COW D A)C F-FF LIKES W >1 <1 u 2 PD-1 14.f-c' SEE CIVIL 47 17 TeAp 2225 PVC 'rRF-QCU ORAM 4? i I � P4 i 1 I <� ;wi I� ._.. 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