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N 2 7.1' U � U(Y �o �Z� 11.1 4.0 P: Ly az �6% _ _ Q 10.0' I >°ooQZ �J eel I' IN cm = Z U., uj 0 W Z` 14.8' I ti =w~�� p � cx WQO O QUZZW e W QLu = u - _04O m0� �V� V�x, cb O W 80 Q UZI Z) O° ZZ� '.am4 � ami �OC?J `oOc„� Z �' cn iroa�QW �p k N aZ Q O�,n O WZW3 0 zZ— Ohm S h J= ZZc� 0 >.LuCL Wi 000 LL —J` ,�:� ````L O�J�* m»--'� 1S o�`�/" �'OQ� 0Om ~ Z � W�WjQ� y� Q: LLI _. to —4coz n 56.00'(P)(M) of 57. 0055.00'(P) ct u Lua �+ NORTH COUNTY ROAD 54.93(M) ot° W< zo (IMPROVED) w a 3 d , o0 56.00�(P) � _�� o � P a 010 O O 56.01 (M) Z� w ��,� -< O Z W V " ��, z z LL Z o Ya � e LLJ IOCI—II(F�' W O � 3� V ,O '� Z =_ P R O F 1 5 - C� O Z BUILDING ADDRESS: 4225 N COUNTY RD. GULF STREAM, FL 33483 ZONING DISTRICT: NORTH SOUTH EXISTING NON CONFORMING LOT CODE EXISTING PROPOSED NET EXISTING LOT SIZE 5693 MAX FLOOR AREA 2500 1308 2,392 70-72(a)(1). Because lot is legally established and is less than 7,576 square, upto 2,500 sf of floor area is allowed via special exception. Net floor area is per Gulf Stream code not actual total or under air square footage per Plam Beach County Appriaser 70-7(a) PROPOSED ADDITION FRONT I PRINCIPAL MINOR ACC. 30 211611 1 23'7" <Than exist 25 NA 1 22'-2" ISteps of front porch PRINCIPAL 10 10' and 9.9' 10' and 9.9' SIDE MINOR ACC. 10 NA NA IMINORACC. 1.4' U-11" 6'-11" Mecnical equipmet 70-75 (2)(e)(1) Lot Width = 57'-0". Total of both set back shall be min 20% or 11.4'= 20 exists. Minor Assessory structure one side must be 10' the other can be 1.4' off the side property line minor accessory. PRINCIPAL 10, 1 REAR IMINORACC. 10' 2NA INA I Zoning district at rear lot is RM Multiple Family Residential. Per Sec 70-75(d) (1) min set back for Principal and Minor Accessory shall be 10' EXISTING PRINCIPLE STRUCTURE EXISTING MINOR ACCESSORY STRUCTURE PROPOSED PRINCIPLE STRUCTURE ADDITION PROPOSED MINOR ACCESSORY STRUCTURE ADDITION N. I.VUIv I T KVHU ZONING SITE PLAN K-1 SCALE: 3/32' = 1'-0' (0 Rizzo AND Rizzo DESIGN • BUILD .0, AR95332 'STEREO AP`G�\/• seal: valid only with red signature RIZ20 INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301R'I91,11r ee1 Utica, New York 13501 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY. 401 BOCA RATON , FLORIDA 33432 (561) 541-1279 michaelsnao@gmoil.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 ZONING SITE PLAN drawn by: checked by: MSR MSR date: scale: 06/01/20 AS NOTED drawing number, SK -10F2 - STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 SHADED AREA REPRESENTS - DEMO AREA OF - - - EXISTING HOUSE 1,342 SF � II I 1 DEMO DIAGRAM II � it 16.79 SF ISI Ill II T_ -TA To wn of {3e; i e,Ar;I, Ft 13.98 SF =HATCHED AREA EQ. NEW 2 NEW VS EXISTING DIAGRAM SK -2 SCALE: 3/32" - 1'-0" I. 21'-1" _ v 7n'—dr, RIZZO ANDRizzo DESIGN # BUILD seal: valid only with red Ri220INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION, RIZZO 8r RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RLAger Street Utica, New York 13501 (315) 52-17121 FLORIDA AR95332 15R YALPALM W AY. 401 BOCA RATON , FLORIDA 33432 (561)541-1279 michoelviao®gmail.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: FLOOR DIAGRAMS FOR FAR drawn by: checked by: MSR MSR date: scale: 06/09/20 AS NOTED SK -2 2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 @2020 ��7 1 r-----7 6L I I I I J r -t I F - I1 I ��4�� -  _ I ��cx;,l��---lJ -------jI I ��_��ILLz ��= ml Ir --Tr - - - - I U Li O�� -, FL V JI L - L L ---=��---- i --- _J��IT- L- If- I l l _1' iii -�� EXISTING TO 1 Tj BE REMOVED L I' \\��I TYPICAL 2 PROPSED DEMOLITION PLAN A 1 SCALE: 3/32  1-0" ENTRY KITCHEN OD FRAMED ENCLOS[ PORTE-COCHERE 1-7 II 1 I BEDROOM Rizzo AND Rizzo DESIGN It BUILD BATH FLORIDA NEWYORK Y DINING ROOM . LIVING ROOM e-. \ seal: valid only with red signature 1 THIS DRAWING IS THE PROPERTY OF RIZZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERMCE O MOTTO BE REPRODUCED IN WHOLE OR IN PART BATH WITHOUT EXPRESSED WRITTEN PERMISSION. BEDROOM 1 EXISTING FLOOR PLAN A-1 SCALE: 3/32'  1'-0" a 4�� GUEST BEDROOM II I STUDY I L _ U z '3 1 I I _ =I I LJ��oy/ ENTRY FOYW II ���� I - A\,��II \l I I II L----L---j- I KITCHEN v"I I I -----TDWTI��T-- -- 2 PROPOSED DEMOLITION OVERLAY PLAN MASTER BEDROOM RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RUlger1,, 1 .11 , New York 13501 13157525-7121 FLORIDA A R95332 IS ROYAL PALM WAY, 401 BOCA RATON , FLORIDA 33432 15611 541-1279 michoelsd IDgmail.com revisions JOB NUMBER: 505-20201 @2020 I 11 I I II II I I II I 1 project title: LIVING ROOM DEN i POWELL RESIDENCE ADDITION I I 4225 N. COUNTY RD ill ii GULF STREAM, FL --�� I 33483 n F-- L4 ��J }rJ - COVER H drawing title: EXISTING FLOOR PLAN - U- -r - - �� r - PATIO DEMOLITION PLAN DEMOLITION OVERLAY PLAN IRE��KIFAST'JFLL : I I =J-1 I I ��I I II I I I I drawn by: checked by: III, I MSR MSR U I DINING ROOM I date: scale: III 06/01/20 AS NOTED --- I I I I drawing number. WDW SEAT I 777777 - _______ ------- A-1 of 4 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN. SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 @2020 65'-9" N BATH CABANA 1 GUEST BEDROOM 0 0 STUDY CLST E CLST 21-011 CLST MASTER BEDROOM t POWDER drawing number: A-1 of 4 I I I I I i t I -I I I I I ENTRY FOYER LIVING ROOM DEN } FRONT PORCH l o i I i t I I I I SHADED AREA REPRESENTS THE FOOT PRINT OF THE L K EXISTING HOUSE -- OVENS WD—_ r- COVERED -.--777T --_------- --__. _ PATIO TV LIA ----- ----- ---- --- i BREAKFASTLl 00 l.. NrI I I I N L ----------------- KITCHEN i i. DINING ROOM IL ii I CW I1 1 I I WINDOW SEA] j ----- 41 47'-8" 1 PROPOSED FLOOR PLAN — 2 SCALE: 3/16- = 1'-0- 7'-8" 14'-8" RIZZO AND Rizzo DESIGN • BUILD seal: valid only with red signature RIIIO INC. IT IS AN INSTRUMENT OF SERVICE OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RUIger Street Utica. New York 13501 13151 525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 BOCA RATON FLORIDA 33432 15611541-1279 mich-1,6-9gmoiLcom revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 PROPOSED GRN FLOOR PLAN by: MSR I MSR 06/01/20 1 3-16"= 1--0- drawing number: A-1 of 4 STATE UAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-20201 © 2020 IY y U U Q --16 N 12 } } s = = RIZZO AND Rizzo L` DESIGN • BUILD O 0 0' FLORIDA NEW YORK � N Z W OU W 332 M w �E,pF.FLO LJ eL S m E9I �?.• �, LUr3 S N IA Lr) C- . � � p�C AFl35:U 12 O O N /STFHED 16 12 W z 16 J seal: valid only with red signature THIS DRAWING IS THE PROPERTY OF RIZZO AND RIZZO INC. IT IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. non I LIAI =-Fill Q J d O I cl 1 NORTH ELEVATION (LEFT) 2 WEST ELEVATION (FRONT) A 2 SCALE: 3/110 _ —S—CA—LE-3T16 =1 0 RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033192 301 Rutger Street Utica, New Y." 13501 131515257121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 SOCA RA70N, FLORIDA 33432 15611541-12]9 12 1 6--- 12 feVISIOnS 16 ®® ®® project title: POWELL RESIDENCE ADDITION C3 12 -76 4225 N. COUNTY RD 0 GULF STREAM, FL 612 33483 o -76 drawing title: o PROPOSED ELEVATIONS i ® ® ® ® drawn by: checked by: MSR MSR date: scale: 06/01/20 AS NOTED drawing number. A-3 of 4 STATE LAW PROHIBITS ANY PERSON 1104 ALTERING ANYTHING ON THIS DRAWING ANO/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS 3 ATION REAR A SOUTH ELEVATION (RIGHT) ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE A— Z SCALE: 3 16 =1 0 A _ SCALE: 3/16 =1 D , 1 FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 © 2020 1 PROPOSED ROOF PLAN — 3 SCALE: 3/16' s '. RIZZO AND Rizzo DESIGN • BUILD seal: valid only with red signature RIZZO INC. IT 15 AN INSTRUMENT OF SERVICE OTTO BE REPRODUCED IN WHOLEOR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 RUtger Street Utica, New Yah 13501 (315)525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 80CA RATON, FLORIDA 33432 (561) 5411279 mic oelmaos^gmoil.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 ROOF PLAN drawn by: checked by: MSR MSR date:scale: 06/01/20 3-16' = V-0' drawing number. A-4 o F 4 STATE IAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. RIZZO AND Rizzo h �Dxh � DESIGN • BUILD FLORIDA NEW YORK O •J DcO-- ,—„—,.—,.— � � �� � � -- V 1 1 I ti O�D ------ 1� O — _ seal: valid only with red signature TH IS DRAWING IS THE PROPERTY OF R= AND RIZZO INC. IT IS AN INSTRUMENT OF SE RVICE I! � D 1 NOTTOBE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION. -- — ---- — — — — — — I � I I / � RIZZO & RIZZO INC. _� � II I I 1 ��� �n0� I--� II I MICHAEL S. RIZZO, RA, NCARB Architect r--- NEW YORK O 033792 301 RWger S nr\l� V IY Ulic New Y1orktreef t3 1 13151 525-]I21 FLORIDA LLLJJJ AR91332 15 ROY AL PALM WAY, 401 BOCA RATO SFLORIDA 33A32 41 1279 srizzo” mail.co celm L/I / — — — — .-- -- — — — — y I I I 1 s revisions FFE 25.25' 1 I / SII I Il project title: b „1„ 1 POWELL RESIDENCE Q I ADDITION o L----------%-------- ---------------- I 4225 N. COUNTY RD v 1 GULF STREAM, FL Z 33483 drawing title: I F— PROPOSED GRADING PLAN rL�� drawn by: by: <D MSR checked MSR O ��.-,.-,.-„-,.-,.-, �,n7..--„—„—„—, V date: scale: V 06/01/20 3-16” 1'-0” drawing number. C-1 of 1 1 PROPOSED GRADING PLAN STATE LAW PROHIBITS ANY PERSON FROM ALTERING C— 1 SCALE: 1/6” — 1 —0 NORTH ANYTHING ON THIS DRAWING ANDNLE THE ACCOMPANYING SPECIFICATION UNLESS IT IS UNDER THE DIRECTION A LICENSED PROFESSIONAL. WHERE SUCHCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL. DATE AND DESCRIBE THE GULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. JOB NUMBER: 505-2020 92020 I N. COUNTY ROAD 2 PROPOSED LANDSCAPE PLAN L— 1 SCALE: 3/32" = 1'-0" • • • • •• - • 11. I,V VIT11 N- • - , 1 EXISTING LANDSCAPE PLAN L— 1 SCALE: 3/32" = 1'-0" RIZZO AND Rizzo DESIGN III BUILD ,Sti OF, F(p9 i:�.L S. ' • :gyp :P% An95332 :U Com.• �� NAME SCIENTIFIC NAME STFAED 4LM RAVENALA MADAGASCAMENSIS SYAGRUS ROMANZOFFIANA LM PHOENIX ROEBELENII Seal: valid only with red signature ALM ADONIDIA MERRILLII THIS DRAWING IS THE PROPERTY OF RIZZO AND N DYPSIS LUTESCENS RIZZO INC. IT IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART i HEDGE PODOCARPUS MACROPHYLLUS WITHOUT EXPRESSED WRITTEN PERMISSION. FICUS BENGHALENSIS _ E CLUSIA GUTTIFERA RIZZO & RIZZO INC. MICHAEL S. RIZZO, RA, NCARB Architect NEW YORK 033792 301 Rutger Street Utica, New York 13501 13151525-7121 FLORIDA AR95332 15 ROYAL PALM WAY, 401 50CA RATON, FLORIDA 33432 15611541-1279 miChoelyi=@gmail.com revisions project title: POWELL RESIDENCE ADDITION 4225 N. COUNTY RD GULF STREAM, FL 33483 drawing title: EXISTING LANDSCAPE PLAN PROPOSED LANDSCAPE PLAN drawn by: by: chJON MSR date: sc i�/,y_, 06/01/20 ATED /61 drawing number. L-1 o1 STATE UW PROHIBITS ANY PERSM ALTERING ANYTHING ON THIS DRAWIND/OR THE t! ACCOMPANYING SPECIFICATUNLESS IT IS UNDER THE DIRECTION LICENSED PROFESSIONAL WHERE SUTERATIONS ARE MADE THE LICENSEDESSIONAL MUST SIGN, SEAL, DATE ANCRIBE THE FULL EXTENT OF THE ALTEN ON THEDRAWING AND/OR IN THEIFICATION.JOB NUMBER: 505-202© 2020 LEGAL DESCRIPTION A PARCEL OF LAND IN GOVERNMENT LOT 2, SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE PARALLEL TO, AND 10 FEET EAST OF, THE WEST LINE OF SAID GOVERNMENT LOT 2, WITH A LINE PARALLEL TO, AND 1974.94 FEET SOUTH (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF SAID GOVERNMENTAL LOT 2, THENCE EASTERLY ALONG SAID LAST DESCRIBED PARALLEL LINE, A DISTANCE OF 100 FEET; THENCE SOUTHERLY, PARALLEL TO SAID WEST GOVERNMENTAL LOT LINE, A DISTANCE OF 57 FEET; THENCE WESTERLY, PARALLEL TO SAID NORTH GOVERNMENTAL LOT LINE, A DISTANCE OF 100 FEET TO A POINT IN SAID FIRST DESCRIBED PARALLEL LINE; THENCE NORTHERL ALONG SAID FIRST DESCRIBED LINE, BEING THE EAST LINE OF A COUNTY ROAD, A DISTANCE OF 57 FEET TO THE POINT OF BEGINNING. NO BODIES OF WATER LOCATED WITHIN 75' OF THE SUBJECT PROPERTY LINES WATER METER yi SEPTIC -k UNDERGROUND ELECTRIC ELECTRIC' 1.1 `L�`� uv:.�o a .Z RISER - p N SET 112" IRON ROD .IRON #7893 n �� o ,�1 2� `L�' WATER �"r ;� PAVE o0.$ BRICK \� i AVER �� � N<,53 METER , DRIVc. Q `l k ^ N Z ILIQO " p 24.4' 00 SITE SITEBENCHMARK 2 METER x2O� 'Lky%1 k�a1 23c 1 �21.5 12.T-- 15.T ti3� !j WATER on ,�N%cn �2 t o. BUILDING PAVERS cis. x t = , VALVE `��' Z2 : O o Fp x px #4225 -�. cn 11 F.F. EL.=25.25 NN O 12.6' A 6.1' ? " 5.5' �5"; k �� 1 J 0p FIRE -- �-� �6 0 tia1p I 641 k AN HYDRT 7-4' ipt o PAVERS k 18.0 oQO PPVER w �� x bhp & BRICK C� �s IVE o SEPTIOP 3R0 S '� , 2 _ _- �p50 0 ?ORNERY 0.4' 100 ��� , v, c„ , FALLS IN t o ASPHALT\ E N CEO o °D ks �9 {0 p %p f x rl% t �p0��� x `l`L'� _ FOUND 51$" IRON ROD 6 - L6#3�5� x�� . k k,i0'S` SEPTIC fig. NCITF.0 9�0 0.7' Op `bG• 3�Ok ��p• _ ET 1I2" 0.3' IRON ROD LB #7893 WATER METER 1. LEGAL DESCRIPTION PROVIDE BY CLIENT. 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE. 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY. 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED. 0 N IN I LOCATION MAP NOT TO SCALE ORIGINATION BENCHMARK PALM BEACH COUNTY BENCHMARK "Q315" N.A.V.D. ELEVATION = 14.05' LEGEND FOUND 112" AIR CONDITIONER N5 IRON ROD BACKFLOW PREVENTER FOUND NO I.D. CONCRETE BLOCK STRUCTURE a' 6' IRON ROD o co = NO I.D `FOUND 518" ELEVATION IROB FINISHED FLOOR #N 89D ATT 20k k k03�p RISE t LICENSED BUSINESS s UTILITY MEASURED POLE WATER METER yi SEPTIC -k UNDERGROUND ELECTRIC ELECTRIC' 1.1 `L�`� uv:.�o a .Z RISER - p N SET 112" IRON ROD .IRON #7893 n �� o ,�1 2� `L�' WATER �"r ;� PAVE o0.$ BRICK \� i AVER �� � N<,53 METER , DRIVc. Q `l k ^ N Z ILIQO " p 24.4' 00 SITE SITEBENCHMARK 2 METER x2O� 'Lky%1 k�a1 23c 1 �21.5 12.T-- 15.T ti3� !j WATER on ,�N%cn �2 t o. BUILDING PAVERS cis. x t = , VALVE `��' Z2 : O o Fp x px #4225 -�. cn 11 F.F. EL.=25.25 NN O 12.6' A 6.1' ? " 5.5' �5"; k �� 1 J 0p FIRE -- �-� �6 0 tia1p I 641 k AN HYDRT 7-4' ipt o PAVERS k 18.0 oQO PPVER w �� x bhp & BRICK C� �s IVE o SEPTIOP 3R0 S '� , 2 _ _- �p50 0 ?ORNERY 0.4' 100 ��� , v, c„ , FALLS IN t o ASPHALT\ E N CEO o °D ks �9 {0 p %p f x rl% t �p0��� x `l`L'� _ FOUND 51$" IRON ROD 6 - L6#3�5� x�� . k k,i0'S` SEPTIC fig. NCITF.0 9�0 0.7' Op `bG• 3�Ok ��p• _ ET 1I2" 0.3' IRON ROD LB #7893 WATER METER 1. LEGAL DESCRIPTION PROVIDE BY CLIENT. 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE. 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY. 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED. 0 N IN I LOCATION MAP NOT TO SCALE ORIGINATION BENCHMARK PALM BEACH COUNTY BENCHMARK "Q315" N.A.V.D. ELEVATION = 14.05' LEGEND SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) KENNETH J.OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 O opo LL a 0 >� LL- oO c O Lu a•a �UW aF w � :5� � m 0 �T O � 11-+�D N N d'+ C-18850 ... X03-10-2020 1 of 1 1"=20', N t � t� W mm U o o r' cq 3 ry o � � VL� O O 1I � a AIC AIR CONDITIONER N5 B.F.P. BACKFLOW PREVENTER C.B.S. CONCRETE BLOCK STRUCTURE x9> EL. ELEVATION F.F. FINISHED FLOOR I.D. IDENTIFICATION L LENGTH L.B. LICENSED BUSINESS M MEASURED N.T.S. NOT TO SCALE N&D NAIL & DISC �0 N.A.V.D.NORTH AMERICAN VERTICAL DATUM N.G.V.DNATIONAL GEODETIC VERTICAL DATUM P.R.B. OFFICIAL IAL RECORDS BOOK LAT PSM PROFESSIONAL SURVEYOR AND MAPPER P.R.M. PERMANENT REFERENCE MONUMENT PG. PAGE P.B. PLAT BOOK PK PARKER KYLON NAIL R RADIUS TAN TANGENT T.B.M. TEMPORARY BENCH MARK CENTERLINE AND # NUMBER A DELTA OR CENTRAL ANGLE CONCRETE SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) KENNETH J.OSBORNE PROFESSIONAL SURVEYOR AND MAPPER #6415 O opo LL a 0 >� LL- oO c O Lu a•a �UW aF w � :5� � m 0 �T O � 11-+�D N N d'+ C-18850 ... X03-10-2020 1 of 1 1"=20', N t � t� W mm U o o r' cq 3 ry o � � VL� O O 1I � a Total System Information NIL SOIL BORING #2 0.4 SOH. BORING #1 EL = 124.0 m EL = t23.5 Application Area Required (square feet) 226 SEPTIC TANK AND DRAINFIELD TO BE REMOVED/ABANDONED IN -" N w ACCORDANCE WITH FAC 64E-6 Emitter Discharge Rate (GPH)(Maxi-m= 1.5GPH) 0.90 x, xti0 xti'v)'} 1� 550 xtiry Emitter Spacing (inches) 12 xry000 xT',�O xti1 Space between Dnppedine (feet) 2 Total Amountof Bioline' Required (feet; 113 Total Number of Errutters in the Dapfield 113 } �le� Total Amount of Biolm` Provided (feel) 150 Total Number of Enmtters Provided in the Dapfeld 150 Flush Velocity 2.6 Net Pressure (psi) 25 Minimum Operating Pressure at Emitter Head (psi) 10 Maximum Operating Pressure at Emitter Head (psi) 45 Maximum System Operating Pressure(psi) 6o Estimated Pump Flow Rating (GPM) 20 Size of Supply & Manifold Pipe (inches) 1.25 Type of Supply & Manifold Pipe PVC Sch80 Length of Supply Lim & Supply& Flush Manifolds (feet) 170 WATER Elevation Change from Pump to Dose Tank Outlet (feet) 02 Elevation Change from Dose Tank to Drip Field (feet) 1.0 LOCATION MAP Zone Information Numberof Zones 1 N.T.S. Number of Daily Dosings Per Zone 24 z Total System Dosing Events Per Day 24 AmountofBiolina-- Perzone(feet) 160 NO BODIE5OF WATER LOCATED WITHIN 75' NumberofEmittem Per Zone 150 OFANY OF THE SUBJECT PROPERTY LINES. LEGEND: Minimum Number oflaterals PerZone Maximum Number of Laterals Per Zone 2 12�0 MO PROPERTY LINE Number of Laterals That Will be Uses' 3 � z 13' Maximum Length of Bioline` Laterals Based on Net Pressure 137 .y0 pti0 xryNyO x,I u EXISTING ELEVATION Flow Rate Per Zona (GPM) 2.26 xryti x xryN�O Holding Capacity of Dappedire Per Zone (Gallons) 2.0 ' DENOTES AREA OF PROPOSED BRICK Additional Flow Requirement to Accommodate Flushing Velociq% 8.0'' PAVERS SEE DETAIL SHEET 2 - SEE Holding Capacity Piping SEPTIC �', LANDSCAPE PLANS FOR PATTERN of O� 'Ltix �ryh z Ng'1 DENOTES AREA OF PROPOSED Holding Capacity (Gallons) of Supply Lim &Supply& Flush Manifolds 11.3 ' 'S ^4�' xti HARDSCAPE BY OTHERS -SEE Holding Capacity (Gallons per Zore)of Bioline 2.0 ¢ ❑ LANDSCAPE PLANS FOR DETAILS Holding Capaciry(Gallore)of Supply Line. Manifolds and Ddpperline 13.3 7N )-- u ''� Head Loss Data - Flushing Cycle Friction Loss per 100' (psi) in Supply Lino & Manifolds Velocity(fpsj 0.6 2.1 ❑ ❑ UTILITY UNDERGROUND } r, ELECTRIC 1 1' ZN-- -- ---Try.. .-�_ o 1.4' ' tit O _ Ni, 6 0 A DENOTES AREA OF SEPTIC DRAINFIELD SECTION IDENTIFIER Faction Loss in Supply Lire 8 S Manifolds si PPY Supply (P ) 1.1 x yn0 10.U-_. 4_ POL�� 'ems 1 qA.r< A9� ti �m-� 1 9 PLAN PAGE DETAIL PAGE Faction Loss in Supply Lire&Supply Manifolds (Feetof Head) 2.5 Go _�_��-� -- _ ti�rn� rn� rn� 0.8 Additional Pressure Required for Retum Manifold and Piping to Tank (psij 12.0 50 •. �. �'"' WATER METER II Additional Pressure Required for Return Manifold and Piping to Tank (Feetof HeadT 27.7 69 x NN g. 0 6 rn-sw-rn-\ 3z F. P. .:. y7 x METER b0 -_._ pt)_ - . - $- ___. _ --- 1 MH (Total Dy-mic Head in Feet of Head) 89.2rYLN' �'1 g°i - N- " ` ♦x'` 1 TDH(Total Dynamic Head) in psi 38.7 ,�'),• 1 1 '1''� ry uy�t, Total System Dosing Evens Per Day 24 1 `LN1 EXISTING I h 3 Pump Selection Pump Flow Rating (GPM) 8.3 MH (Total Dynamic Head in Feetof Headj 89.2 Pump Manufacturer HOOT BLASTER Pump Model H-20EB105 ! I EnvlrODesign RLSIDLT;TIAL SEPTIC TANK CALCULATIONS AS=I.Its w. 4225 N. COL NFY RD GULF STREAM (20036) '*"^ < '" 61 !2020 Given: I Desgn far 1744 sfofAC (wing arca as lid c -d on amhft, nUatplas 2 P<r Sorb EaaiIwer. A1aanTnun french Lnadme Rate - 0.8 GPD/,f 1)pe of yxte.rrc [vl DgI�IRRIGATioh ai pAewrpsgn ❑Harr-toGo Fsrs p Hoon-eoocas Flow Re te: (Per'labk Iof64E-6, smzk liLnkr-id.- wrh e¢hcr 3 bedrooms orb,,t a 1,201 sfa i 2.250 sfofGrSte ea -1 Pro, Idle for flow, of300 GPD -��Flow'Rwl 300gd+(x60)= 300.00 The &Ir , Flew Ruta = 300 GPD APPLIC'AT'ION AREA REQ'D = (300 GPD / (I.8) S 60% = 226 Square Feet of D1vin8eld ' DRAINFIELD AND UNOBSTRUCTED ARL.A RAS BEG:N RFDUCLD BY 40%THROU(511 TIIL USE OF A HOOT 11-600'AVD` AEROBIC TRE.ATNEN T UNIT AND DRIP IRRIGATION. n¢uwm225 Square Fect ofDnidkkl t Zone(,,) ofD,* rmilplx+n 338 Sgnerc Feet ofUnobsumted Area ; Sxp..w Trash Tank Rey'd (]nxv ilro Hool 600) 600'AND' HOOT Amble Treatment Unit w id, Min, 113 IF of O.9 grh subsnnacc drp m2i, n tact. )OT BLASTER Mode1H-2003105 P,.M S TALL: 150 LE of drgr mgLaDon lore with m I mnc(s), w•ah a tut 102 150 drag heads (0.9 grh each) Resulting F bw+ Nate = lis gph or R+m renal ( 135 gph Or 1..5 gale PER LUNE) 1JlN6 t,I'I1LUl-LL: (24 EQL; AL. LNJ,1Lt, PER DA Y) EDP On Imre: 5.57 Minutes ;557 mhn,2_5% A24 Eq -1 Dries Per Drpl rW OffTum: 54.43 Minutes TOTAL: 300.4 GPNIPERDAY / BUILDING- FOOTPRINT xry ' tix Nye '"Id` _ �y'S• ' 13 EXIST. FF EL No ry 5.90 ho tiff. Fyd = 25.25' NAVD x� H-600 ti�> y1. q}`. ryN� I--Ory3 4 TANK 1 I xtih 5. 7 / 5.3 SEPTIC SYSTEM: HOOT -600 ATU WITH DRIP IRRIGATION 40% DRAINFIELD REDUCTION RESULTS IN A REQUIRED MIN DRAINFIELD SIZE OF 225 SF & MIN UNOBSTRUCTED AREA OF 338 SF. PROVIDED: INSTALL 232 SF OF EFFECTIVE DRAINFIELD AREA. INCLUDES 110 LF OF 0.9 GPH SUB -SURFACE DRIP IRRIGATION LINE. (342 SF UNOBST. AREA.) REFER TO SHEET 4 FOR DETAILS. ROOT BARRIER 1 r7 1 - C1 .c 7.4' 00 e< k Ox xry7 O ro NIL SOIL BORING #2 0.4 SOH. BORING #1 EL = 124.0 m EL = t23.5 APPROX LOCATION OF EXISTING SEPTIC TANK AND DRAINFIELD TO BE REMOVED/ABANDONED IN -" N w ACCORDANCE WITH FAC 64E-6 � Si gN x, xti0 xti'v)'} 1� 550 xtiry xry000 xT',�O xti1 1$66 O SEPTIC NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. ' '- METER Go Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' -5 10 2D 5 15 0 COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. U. 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