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07-5 Large Plan
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Z r70WC-q4 II II— I =1 o 1 d ,11111: qq I III w " t Iii -I I ° o co vi = m ¢ N J = ~ m N m Q � X Q ° 4 z a a CL z nn < m O ti! � ��a o m Q:: z N 1 N �¢ w M U LLJ a Q = N 00 m a Q o to mo a J 0 N J G9 5 z o zZ < a aw ° ° cn w O O Z �- w d (O N Z Q 0 U cn Q Q a O x a 111. a o 0- LLJo u ¢a � ao N II + W Ir (X O + l'1 O oQ Im IIII + O11111 WCl + 111I� i7 D Z � t= o d _j ¢ J U_ a F- w U W Q m C7 N C9 Z J Q Z W Y LAJ Z a N a s W ¢_ ao�� W 0 3ma m a- i m L° = (f) 3- ; W Q O � == LLJ Q1-.1 O iL m 0 z 2 ¢ U o FZ- W N Q NZ� W \txw W Z F- ° Q N J J OU Q J O O Z= CL C-) `r Z It. I =1 1 d ,11111: qq I w " t Iii Q co vi ? a� ° 4 z a a CL z ° w < m O ��a o m Q:: K D a w 3 W Q N 00 m a M mo N w U z <w Q Q Li O La H M - U cQ ° W = W N o V) °O w ih¢ pa Z NQO aQ Lu U Z3 d U1 Z Z 4 O a�� w o o o ' WOOD 3 Z rri r j r i PILING :- w o o ri TYP. °• I I WITNESS CORNER N C-) oz N M { ") 00 - o ND. X- CUTOUT rn WOOD DOCK 37.2 113* IN SEAWALL 3.5' CONC. 5 AWALL (54.90-SOUTH) TH) YARD OO YARD o 1 O "CONC. o DRAIN DRAIN o E �, YARD 1 3 POST EL.= 5.00 "' EL. =4.95 ' H.H. DRAIN H CO EL. =5.24 �`� � �5' c:v. ,� ROCK CONC: .- 43.0, SPA PATH STAIRS �` C �� CANTILEVERED B POOL AVER CHIMNEY 6' A 00 10 ( I O DECK �`' 5.95 5.75 22.60 `L S x `F 3.4'� POND Ci cv 1 ARCHWAY M 2L 2' 4.7' 9.33 0.7' �r to GUESTHOUSE PROP NE I >- ° a�S ? 29.60' 3.5, 3�FIN. FLR. =8.05 TANK 2.1 30.00 SEPTIC Q 1.4 ^ 0.7 N 3 o ARD /g x 0 9.33 0 RESIDENCE M 2.1 U 04 ,d. DRAIN 3 I I TANK 3:4 N (L x 18.33 FIN. FLR. =8.70 , ,ai PY �n COVERED LOW FLR: =7.46 5.30 9.9 9.9 A C �� z 25.4' CO. ! o i-o -12.43 0 9 � ( O 0 0 0 b (GARAGE) o,�y 6' C.O. PAD z oo PAVER TOP OF ROOF TILE ABOVE co STAIRS a 3 STEPS DECK N FIN. FLR. =30.1' ^ ( W I TOP OF 'CHIMNEY ABOVE 12' DRAINAGE J 59.93'0 r FIN. FLR. =31.8' BRICK PAVER EASEMENT o /S 06.33 , 5.95 DRIVE I o 16.55' 1I3 to m 1.01 N. 34.23 M C.O. 4 17.33'. ^ 41.66' T O r 1 I I TN CORNER ESS Q LL/ a � 0.33 $ A/C PAC 17.80' C.O.. a C'.O: FND IR 5• V a N�1 '012.67' oC.O. , BRICK PAVER PLS #4299 t� M V 62.30,0/S ° oC. SEPTIC DRIVE o (34.64 NORTH O c3 cV 35.00 Ui f'A 83 LIDO �� � ) z YARD Q d YARD 0 O Z • v STEPS x Poo �S 2S DRAIN DRAIN �, � ' a GENER T Fl °0 EL.-6.95 YARD 4 O to ri 0 z 3 PAD P. PAD o M E1. =6:90 DRAIN to O 11. V) CV O \ 5.0 N ELECTRIC ° I O I.C.V. N - I 3' 0 METER 278.23' STONE RETAINING WALL ARV 12.M. 20.00 O.E. ^ O.E. O.E. O.E. O.E. lb FND PK W 00 89 • 59 f 53 W .AICHOR 23 , IN CUTOUT . r P.P. Z I SEPTIC LOT 11 WITNESS CORNER � / BLDG. LINE I 87.4' TANK DRAIN ;,� o FND 53CAP Z ^ oCO. FIELD '� M 20.00- WEST ( Q BLDG. LINE NCO. a Q Q / 0 .. SEPTIC I F1M �► TANK I rT14h�tY` ��oN Oh #�� 57.7' } I t '�,'�� DRAIN a N n0 �► 7, / FIELD F 3 110 Z o .2o I 0 V) W _j Q gv I 20 ( IN FEET ) I inch = 20 ft. A,i Sto I" I If- C 2 4 Town of Gulf Stream, FL NOTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREOF! ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE RECORD PLAT BASED ON THE NORTH LINE OF LOT 12 BEARING S 89' 59' 53" E. 4. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 6.UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. FLOOD ZONE: "A5" (EL. 7'); COMMUNITY PANEL N0: 125109 0001 D; DATE: SEPTEMBER 30, 1982. 8. PROPERTY ADDRESS: 8 DRIFTWOOD LANDING, GULFSTREAM, FLORIDA 33483. 9. BENCHMARK ORIGIN DESCRIPTION: "P 315" 1.5 KM (0.9 MI) NORTHERLY ALONG STATE HIGHWAY Al A (NORTH OCEAN BOULEVARD) FROM THE INTERSECTION OF STATE HIGHWAY 806 (EAST ATLANTIC BOULEVARD) IN DELRAY BEACH, 49.2 M (161.4 FT) NORTH OF THE CENTERLINE OF NORTHEAST 8TH STREET (GEORGE BUSH BOULEVARD), 49.0 M (160.8 FT) SOUTH OF THE CENTERLINE OF PELICAN LANE, 6.4 M (21.0 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF UTILITY POLE NUMBER 68105688901, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. THE STATION IS A NATIONAL GEODETIC SURVEY BENCHMARK DISK SET IN A CONCRETE POST STAMPED "P 315 1970 ". THE ORIGIN OF THE STATION IS THE U.S. COAST AND GEODETIC SURVEY. ELEVATION = 21.788' (NGVD 1929). 10.THE LOCATION OF ADJACENT SEPTIC TANKS AND DRAINFIELDS SHOWN HEREON WERE EITHER LOCATED BY PHYSICAL ABOVE GROUND EVIDENCE AND /OR WITH THE INFORMATION PROVIDED BY THE HOMEOWNER OF THE SUBJECT PROPERTY. THE EXACT UNDERGROUND LIMITS OF THE HEREON STATED SEPTIC TANKS AND DRAINFIELDS CANNOT BE CONFIRMED WITHOUT EXCAVATION. DESCRIPTION: LOT 12, "DRIFTWOOD LANDING ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 48,669 SQUARE FEET / 1.12 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON DECEMBER 20, 2006. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. "T\1 11 \=U V - - - - -� FFR Y GNER, P.L. EG. L N URVEYOR #5 2 TATE FLORIDA - LB #3591 Q U0 O W H Z r W LLI 7 I- LLJ Lu U 0 V3 �O Q�v r Q U 0 U C J YWW W Q° W z EL LL Z Q, rn 00 00 r TYPICAL W 1: W W (Q O O O C LEGEND NOTES ff \ ) O � Co O C -AIR CONDITIONER LOW. - LOWEST W r-- O Z c L - L -ARC LENGTH M.H. - MANHOLE c� O N O 5 A. - ASPHALT MEAS- MEASURED ALUM. - ALUMINUM MON. - MONUMENT Z BLDG. BUILDING N/T - NAIL & TAB O BLK. - BLOCK NO. - NUMBER C & G - CURB AND GUTTER O.E. - OVERHEAD ELECTRIC N C. B. - CATCH BASIN CA - ON LINE C.M.P.- CORRUGATED METAL PIPE O/S - BUILDING OFFSET O C.O. - CLEANOUT O.R.B. - OFFICIAL RECORD BOOK J CALC. - CALCULATED P.B. - PLAT BOOK J CATV. -CABLE TELEVISION RISER P.C. - POINT OF CURVATURE (n a Y CBS- CONCRETE BLOCK & STUCCO P.C.P.- PERMANENT CONTROL POINT f- CONC. - CONCRETE P.I.- POINT OF INTERSECTION Z COR. - CORNER P.O.B. - POINT OF BEGINNING 0 COV. COVERED P.O.C.- POINT OF COMMENCEMENT W V H O.E. - DRAINAGE EASEMENT P.P. - POWER POLE = J C.O.P. -EDGE OF PAVEMENT P•R.M.- PERMANENT REFRENCE MONUMENT X W EL W Q.O.W. - EDGE OF WATER PROP. - PROPOSED W W N 00 - ELECTRIC P. T. - POINT OF TANGENCY Z JI - ELEC. ELEV. - ELEVATION R - RADIUS Z Uj (n + + =SMT. - EASEMENT R.R. - RAILROAD R/W - RIGHT -OF -WAY V V) S a Z Q EXIST. - EXISTING RES. - RESIDENTIAL I-, p V) V F.H. - FIRE HYDRANT RGE. - RANGE d N Z O Z F.P.L.- FLORIDA POWER & LIGHT IN. FINISHED S.B.T.- SOUTHERN BELL TELEPHONE w J W I- J - - FLOOR SAN. - SANITARY Q - 17ND FND. -FOUND SEC - SECTION LL �- j U G V. -GATE VALVE SQ. FT. - SQUARE FEET -TOP Y W V 0- I W J J O I.P. - IRON PIPE T.O.B. OF BANK O O 0Y v) W I.R./CAP -IRON ROD &CAP T.V. - TELEVISION TWP. - TOWNSHIP O Q ;NT - INTERSECTION U.E. - UTILITY EASEMENT V J W V NV. INVERT p p - L.P. -LIGHT POLE W.M. - WATER METER W W -j O V) W �HATT.- CHATTAHOOCHEE A - DELTA (CENTRAL ANGLE) p p Q 00 S Q L .W.D.D. -LAKE WORTH NO I.D.- NO IDENTIFACTION - p Q p Z Q V- (n W Q Q 0 Q V DRAINAGE DISTRICT H.A.G. HIGHEST ADJACENT GRADE `� - STORM MANHOLE L.A.G. - LOWEST ADJACENT GRADE V 14'00 EXISTING ELEVATION 0 - SANITARY MANHOLE w NO I.D. -NO IDENTIFICATION - WATER VALVE 9.5 = PROPOSED ELEVATION IN M - GATE VALVE S FLOW OF DIRECTION H-17L - NON VEHICULAR ACCESS O SET 5 /8'1R /CAP LB #3591 LINE PER PLAT N /R- DENOTES NOT RADIAL ).C.V. = IRRIGATION CONTROL VALVE TYP.- TYPICAL ARV -AIR RELEASE VALVE - CENTERLINE X7.00 - EXISTING ELEVATION GRAPHIC SCALE 0 iC 20 40 80 01- ( IN FEET ) I inch = 20 ft. A,i Sto I" I If- C 2 4 Town of Gulf Stream, FL NOTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREOF! ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE RECORD PLAT BASED ON THE NORTH LINE OF LOT 12 BEARING S 89' 59' 53" E. 4. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 6.UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. FLOOD ZONE: "A5" (EL. 7'); COMMUNITY PANEL N0: 125109 0001 D; DATE: SEPTEMBER 30, 1982. 8. PROPERTY ADDRESS: 8 DRIFTWOOD LANDING, GULFSTREAM, FLORIDA 33483. 9. BENCHMARK ORIGIN DESCRIPTION: "P 315" 1.5 KM (0.9 MI) NORTHERLY ALONG STATE HIGHWAY Al A (NORTH OCEAN BOULEVARD) FROM THE INTERSECTION OF STATE HIGHWAY 806 (EAST ATLANTIC BOULEVARD) IN DELRAY BEACH, 49.2 M (161.4 FT) NORTH OF THE CENTERLINE OF NORTHEAST 8TH STREET (GEORGE BUSH BOULEVARD), 49.0 M (160.8 FT) SOUTH OF THE CENTERLINE OF PELICAN LANE, 6.4 M (21.0 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF UTILITY POLE NUMBER 68105688901, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. THE STATION IS A NATIONAL GEODETIC SURVEY BENCHMARK DISK SET IN A CONCRETE POST STAMPED "P 315 1970 ". THE ORIGIN OF THE STATION IS THE U.S. COAST AND GEODETIC SURVEY. ELEVATION = 21.788' (NGVD 1929). 10.THE LOCATION OF ADJACENT SEPTIC TANKS AND DRAINFIELDS SHOWN HEREON WERE EITHER LOCATED BY PHYSICAL ABOVE GROUND EVIDENCE AND /OR WITH THE INFORMATION PROVIDED BY THE HOMEOWNER OF THE SUBJECT PROPERTY. THE EXACT UNDERGROUND LIMITS OF THE HEREON STATED SEPTIC TANKS AND DRAINFIELDS CANNOT BE CONFIRMED WITHOUT EXCAVATION. DESCRIPTION: LOT 12, "DRIFTWOOD LANDING ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 48,669 SQUARE FEET / 1.12 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON DECEMBER 20, 2006. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. "T\1 11 \=U V - - - - -� FFR Y GNER, P.L. EG. L N URVEYOR #5 2 TATE FLORIDA - LB #3591 DATE 12/20/06 Q U0 O W m Z r W LLI 7 I- ' U 0 V3 �O Q�v r a °oa J YWW W Q° W z EL LL Z z TO LU W Z W 1: W W Co w ff \ Q Q N �'mZ W \.- p LL I� c� d N 5 ; k.- U Z O I- N Q U O O Z J J a Y Q H O V V V N X W EL W N W N '� JI - ((n C1C Z Uj pUO V) S a Z M (Uj n M W p p p W Q d Q Q Q DATE 12/20/06 Q CE O O LN U z Z r W LLI 7 I- ' 0 0 V3 �O Q�v W a °oa J YWW W Q° W z EL LL Z z OZ 0, LU W Z W 1: Co w CL U L° Q _j �'mZ W > U a O LL to o IL 5 ; k.- U DATE 12/20/06 DRAWN BY CE F.B. PG. ELEC SCALE JOB # 5221 SHT.NO. 1 OF 1 SHEETS ����N ����I ����k I ��Z I ������I ' a 3 1 a N f 1 5 S A 3 1 1 N O l ��L Y , ��' 1 H 8 N 9 N 0 3 3 a 0 8 d 3 ` J a l �� T V ��d d t l S a l 3 k 1 1 0 s 6 N a l D �� 1 S f d 1 I N J S 3 l V ( g 3 a t l H I 5 7 4 1 3 1 B O N S ' S a N N f V N O 3 S i a I A N M ��N I S S N O I N a f i l O @ N S N G ' ��H 3 ��i 1 3 N t I p 8 1 S f ��t V ��N �� 1 M ' 1 0 a 1 f l l O N �� l S f a l 3 7 l i l a S l i t �� ' ; 3 1 P i l l N O S N O I N O H ) ' J R S N ��I q T M S a l 3 g F ��I 8 3 N 9 , l i 8 i h T h H S s 8 0 1 0 ' S N O I S t ( i l q 3 N J S 8 3 1 0 3 x t 1 0 3 a 3 8 d 3 1 1 H 1 i P �� ��a N N N a 3 s i N N O s N O I T M N 4 1 m m R I H i m R i f f f i l l R I N I " v a i m m l f u m m m M V a a a l H o l o s m 8 0 , m ( I T N T V W H V m o m w ' , x % i a ' w u w # 1 l w a m l i m - 9 I I I H I M N 9 1 3 W I I I V V R M l G R I M V ' B W ' g R V M A V W S i N I I I M I N I R V �� c - 4 U l < D N 1 W S R I m G R E M 8 K I B M s n V S 1 9 0 v a W V S M l w 4 �� l u 4 m I I F o F m m x x x - x x x - l l ? 9 x " , X , X ��, X " L O O V O V 5 L O O Z / ' ) / Z W d ? 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SNOISN3U0 TN 8b1 I186NQd53d 33 91IINA TARS 91010MINQ1 'SNg9[fip ThJS 83+4 5 0314 ASH TNns SONNYUJ b3U HO SNOISH�Iq N1llP1M Yd 'S10311plM 'Iil01S 3 TM1N8 JO NOLOIRNd NIl1VM 31l lllgllM 833051MM 350d11d IM NJJ kJIlY80d800 80 'IINd 'NOS ,m Ol 83SO;.�MJ 80 18 Q3S(I I Tm w 80 'Sllf�Mldd4 ' � 'SYJ(I m JO THIN T03V8d @M0X 3U 0 NEW N $ 'N0 38 MJ UM $ �QAIINT 'UJ M B 8 TO R b dQ[IA R � 'AB U�fi0 3W 011MMU 2 A mIN$3NdDJ 80 UBtYJbll WW ? ..t '♦♦emu co ax- O o� 4w li f Q }4 Q TN �6� t )esignJet 650C C2859B'.pc3 DesinnJet 650C C2859B.pc3 M a `� 16.750 1. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70- 50 -05. 2. MATERIAL: DUCTILE IRON. 3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. 4. APPROX. DRAIN AREA = 84.1 SQ. IN. 5. APPROX. WEIGHT = 55.00 LBS. 18" DROP IN GRATE COVER N.T.S. RN is ■ ■ ■ \ 11 L.V413. / ■11 ■■ ♦ � 11� N STANDARD APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX. WEIGHT WITH FRAME = 49.50 LBS. 0'r1� DUCTILE IRON INLAY GRATE RED DOT BUILT —IN LOCK BLOCK FOR 6.1" -y GRATE LOCKDOWN I S. CONCRETE FLOOR SLAB ° O _ b OR PAVEMENT 'e e • z s . p° a hZ� . " .. ;e .. Z ° p.. d na / oof BEDDING CONCRETE e • e. � C y � \\ X\ /\ SOIL �` \� c. a SUBGRADE ; / ;;> D a PO w z 12" NYLOPLAST DROP —IN GRATE OR APPROVED EQUAL i 12" HDPE PERF 4" PVC TO—J CONNECT TO ;•.. }_'- ,._�j..� 12 "x4" ADS TRENCH DRAIN ? � }._ � -,r -., ��� ; ..,4. j { i SADDLE TEE OR APPROVED EQUAL PLUG END OF----/ HDPE PIPE & DRILL SEVERAL (0 /2'x2' — 3' DEEP 3/4" WASHED 1/4" HOLES IN ROCK PIT WRAPPED IN MIRAFI PLUG FABRIC OR APPROVED EQUAL SOAKAGE PIT DETAIL NTS SOLI D N APPROX. WEIGHT WITH FRAME _ 54.00 LBS. NYLOPLAST 18" GRATES /COVERS STANDARD GRATE HAS H -25 HEAVY DUTY RATING SOLID COVER HAS H -25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H -10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 MATERIAL: DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE /COVER d- 0l8 •61r of M O ^A =+ Ill PEDESTRIAN APPROX. DRAIN AREA = 81.25 SQ. IN. APPROX. WEIGHT WITH FRAME = 44.50 LBS. * SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES; FINAL RULE. 18" STANDARD GRATE COVER N.T.S. CROSS SECTIONAL VIEW TRENCH DRAIN NTS INLET AND OUTLET — ADAPTERS AVAILABLE 4" THRU 1 /N; 'OLYDRAIN CHANNEL POLYLOCK LOCK TOGGLE VCHOR RIBS GRATE NO. 502 CUB 0i 0 I--- 4.9" --I PLAN VIEW ABT, INC. P.O. Box 837/259 Murdock Road /Troutman, N.C. 28166 800 - 438 -6057 (U.S., Canada and Mexico ) or (704) 528 -9806 Fax: (704) 528 -5478 PAVERS 0 ° o 0 0 0 0 0 ° 0 0 1 -1/2" SAND BEDDING 12" COMPACTED SUBGRADE TO 98% PER AASHTO T -180 SIDEWALK BASE OUTSIDE RIGHT OF WAY 4" LIMEROCK BASE COMPACTED TO 98% PER AASHTO T -180. INSIDE RIGHT OF WAY 6" LIMEROCK BASE COMPACTED TO 98% PER AASHTO T -180 OR 4" FLOW —ABLE FILL (100 P.S.I. MIN.) ROADWAY BASE INSIDE RIGHT OF WAY 8" LIMEROCK BASE COMPACTED TO 987. PER AASHTO T -180 OR 6" FLOW —ABLE FILL (100 P.S.I. MIN.) NOTE: IF CITY APPROVES PAVERS TO BE USED IN LIEU OF CONC. SIDEWALK PAVER SHALL BE HOLLAND— STONE, 45' HERRING BONE, RED /CHARCOAL, COLOR MIX #2 PAVER BRICK SECTION DETAIL RT 10.1 DUCTILE IRON FRAME & GRATE I --- 7 f - T-- VARIABLE INVERT VARIABLE HEIGHT OVERALL � HEIGHT *(2') VARIOUS TYPES OF OUTLETS W/ WATERTIGHT ADAPTERS FOR: ADS N -12 SDR -35 SEWER SCHEDULE 40 PVC CORRUGATED PVC RIBBED PVC i *(1) ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0? TO 359 ?. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS, SEE DWG. NO 7001 -110 -013. It *(1) MAXIMUM RECOMMENDED OVERALL HEIGHT 10' NYLOPLAST 18" DRAIN BASIN N.T.S. s 07-61- ® COPYRIGHT 2007 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. 0:\ 2007 \07016— Terlizzi \07016— DTL.dwg, 4 /13/2007 9:29:32 AM, melissc, DesignJet 650C C2859B. 4" END CAP if 1-1/2 )) 2" PVC HEADER PIPE MPS -9 DETAILS DRAINFIELD BOTTOM EL. 4" P TI MULTI -PIPE SYSTEM (MPS -9) mo ©© ►Ili© ©CO •� 23-1/8 1) -�--� Q= DISTRIBUTION PIPE O= VOID PIPE 841F MPS -9 MULTI –PIPE SYSTEM 4 TRENCHES x 841F ea = 3361Y 336 x 3sf = 1008sf EQUIV. DRAINFIELD MPS -9 SYSTEM IN 2' WIDE TRENCH (TYP) EXISTING FF EL I = xx.xx w 19' ±17.5 z J 5' MIN VARIES 7.0 -7.5 5� 14° �1 Avc =7.25' 0 MIN. TO BUILDING FF EL =9.50 -' a FINISHED GRADE (ELEV.= ±11.0') -- --- r HEADER EFFLUENT TO -� I _am i I F NFtELD 1__.___. --i 1r _ _ _.. - PIPE DRAT .. _.._I.. Al INFLUENT FROM HOME » INV. EL. =17.00 INV. EL. =16.50 :,_# ' E i INV VVVVVf. i VVVVV "° ;VVVVV I VVVVV II°� iEt,= 41 - I; MI . EL.= 14.5" INV. EL. =15 -00 1,900 GALLON "'��t""' SEPTIC TANK 2' 2' 2' {--- -- 2' 21 -- -�-- -- 2, --�-� 2' --�--- 2' —�–� -- 2' I N CONTRACTOR TO SEASONAL HIGH WATER = X VERIFY OUTLET INVERT AND NOTIFY SEPTIC TA 4KDOWNSIONS: A TRENCH CROSS -- SECTION DETAIL DISCREPANCIES ES NY 152 -3/4 11L X 69 "W X 66 "D 1 '1 N.T.S. SEPTIC SYSTEM PROFILE RESIDENTIAL SEPTIC TANK. CALCULATIONS TERLIZZI. RESIDENCE - GULF STREAM, FL Associates,. Incorporated 3/28/2007 Given: 1. Design for � sf ofAC living.area as indicated on architectural plans 2.. Per Soils Engineer; Maximum Trench Loading Rate _ 04' GPI /sf 3. Unsatisfactory so17s replaced to a minimurn of 54" below the elevation of the. drainfield. Type of System: Exfftration Trenches or QAbsorpsion Bed []Separate Grey Water System Flow Rate: (Per Table I of 64E-6, single family residences with more than 3,300 sf of living area must provide for flows of 400 GPD plus another 100 gpd for every add'l 750 sf or fraction thereof) (7050 3300sf = 3750 _> 3750 / 750 st) =5 _» Flow Rate = 400gpd + (5x100) 900.00 Therefore, Flow.Rate 900 GPD C� COPYRIGHT 2007 BY ENMRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. // r m *R E V El A 1320ltM,,F Ton f G If e z 0 W N. fY W a n 0 Q z 4 O W to C*%l a- F M. WN ez > W 0 N o M w � � Q Q w a� y., N a� Qa w� Q 0n co E--� Z co LO 00 a0M ►'7 N W �_ m L `p .tj z W r4 z v tr E-< 4 m O 0 � iR >, L t o W r ZQ0 � X03 ca >Q > .v Z2 O(,o O wLA_ 0 d ' U aN c(0 Ix o °- �1�00 W 0") z N C t-1 O z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 03/14/07 JOB NO. 07016 --ENG SHEET NO. 40F 5 No i � -- TEMPORARY SILT FENCING (TYPICAL) STEEL OR EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 —INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FLOW NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NOI) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 COARSE AGGREGATE S '-- HARD SURFACE PUBLIC ROAD Stabi�izecl Construction Entrance • NOT TO SCALE V it FENCE POST — (WOOD OR STEEL) FABRIC — E r._ .:�.. a. I -s f ( i RUNOFF Y 0 ape DIG 4" WIDE & 4" DEEP o TRENCH, BURY BOTTOM 8" OF FABRIC, AND ANCHOR W /COMPACTED BACKFILL MATERIAL SILT FENCE SECTION �. NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS i DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1 b Sheet 2 of 2 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.50 C.F.S.) ARE TYPICAL, THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. fil V, RUNOFF WATER I WITH ,SEDIMENT j o� Inlet Protection NOT TO SCALE COMPACTED S ❑IL TO PREVENT PIPING STAKED STRAW BALES FILTERED WATER LOCATION MAP N.T.S. EROSION CONTROL NOTES: 1. THE INTENT OF EROSION CONTROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROVIDE A BARRIER TO CONTAIN SILT AND SEDIMENT ON THE PROJECT SITE. THIS REPRESENTATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE TEST OF EROSION CONTROL EFFECTIVENESS IS NOT TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE DRAIMNGS AND SPECIFICATIONS, BUT BY MEETING THE REGULATIONS SET FORTH BY THE AUTHORITY HAVING JURSDICTION OVER WATER QUALITY CONTROL AND OTHER SEDIMENTATION RESTRICTION REQUIREMENTS IN THE REGION. 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING, EXCAVATION, FILLING, OR OTHER LAND DISTURBANCE ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. 3. INSPECTION OF ALL EROSION CONTROL MEASURES SHALL BE CONDUCTED WEEKLY, OR AFTER EACH RAINFALL EVENT. REPAIR, AND /OR REPLACEMENT OF SUCH MEASURES SHALL BE MADE PROMPTY, AS NEEDED. 4. KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE MEANS. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY ONSITE INSPECTION. 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED. 7. DRAINAGE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER INLET PROTECTION DETAIL. 8. ANY ACCESS ROUTES TO SITE SHALL BE BASED WITH CRUSHED STONE, WHERE PRACTICAL. 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 11. ALL WORK IS TO BE IN COMPLIANCE WITH THE RULES AND REGULATIONS SET FORTH BY THE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CITY OF DELRAY BEACH. TO EXIST. CONSTRUCTION _ ROADWAY STEEL POST OR WOOD STAKE / O�jP j P SILT CE HAY / ( BALES HAY BALE AT SILT FENCE W AT CONSTRUC' ENTRANCE TO BE PUT BACK IN PLACE AT END OF EACH DAY. CONSTRUCTION ENTRANCE EXTEND SILT FENCE 6" MIN. UNDER HAY BALE Silt Fence at Construction Entrance NOT TO SCALE �f �f TEMPORARY SILT FENCING (TYPICAL) j: r l j 9 # MEMO mlilh CALL 48 HOURS BEFORE: --YOU DIG. IT'S "THE LAW 11 — 800 432 — 4 70 \. SUNSHINE STATE ON CALL OF FLOgIDA, INC. SCALE: 1" = 0' 07-6 -5 o \. 10 � 2a 5 f ® COPYRIGHT 2005 BY ENVIRODESIGN ASS ��E S,NC. THIS DRAWING i$ PROVIDED FOR IN RMa11T�NALURPOSES ONLY, UNLESS SIGNED! AND SEALED BY A EGISTER D PROFESSIONAL ENGINEER REPRESENTING ENVIRODESI N IATM INC. m ! R G V 12� T W Of Ut �t , F N 0 W cr W Q 0 0 Z 4 C4 w VQ 0- °' 0 W 04 o a. � >0 Z: LAJ CL H W J OCA ZZ0 0 CID m w O O O� Q � F-4 > Q O O Z N O W G.� E-4 CC) Q N z co `0 a�M to N Zw� m O :m 0 L) DE .b z W a Z �a ���v�- 0 N a w 0 0 - 4 1x- N ZQO ►.., T W - O td Q > a a CL a U�acco P4 o W J W00 WI z N C 04 O L Cl. z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: XX /XX /05 JOB NO. 07016 -ENG SHEET NO. 5 OF 5 DRAINAGE CALCULATIONS Given: Total Site Area = 48,669 sf Impervious Area = 11,973 sf (24.6 %) Pervious Area = 36,696 sf (75.4 %) LEGEND. Ocean - Ridge Storage Requlrem eut = first inch of runoff PROPERTY LINE ■ PROPOSED 'C' INLET Volume of storage provided = C IA SECTION IDENTIFIER 18" NYLOPLAST INLET . Where C = (% Impervious x 0.9) + (0/'o Pervious Y 0.3) SEE DETAILS — SHEET 3 ' C = (0.24.6 x 0.9) + (0.754 x 0.3) ° 0.4476 => Say 0.45 'I � PLAN PAGE DETAIL PAGE HDPE HIGH — DENSITY POLYETHYLENE PIPE I ° Rainfall Lntensity =one inch / 12 = .0.0833' PROPOSED ELEVATION DENOTES 12 PERF HDPE PIPE IN A Area° 48,669 ;sf 6' WIDE X 3' DEEP ROCK TRENCH - DIRECTION OF FLOW (BOTTOM EL= 3.00) Therefore, Req'd Volume = 0.45 x 0.0833 x 48,669 = 1825 of = 0.50Ac -In q-,7 EXISTING ELEVATION -I' C -1 STRUCTURE NUMBER • DENOTES AREA OF PROPOSED BRICK 17.55 RIM ELEVATION Volume Provided in Exfiltration french = 0.57Ac -In N, 15.00 INVERT ELEVATION PAVERS — SEE SHEET 3 FOR DETAILS y POLY -2 BOTTOM EL =2.3) NOTE: FacE of sEawau Is ALSO THE ME IL -3 (BOTTOM EL =2.3) A 1 3 ��- 5.00. HIGH WATER LINE (ELEV =1szry —#-7� 4.95 sEAwau car EtFV =.o' Ncw ' 3-66- 3.353E - 68 �3.35�W,E '1 3 r,'a ;N'i',k fit's,, A;; id' ..9 g4:�,:: s � ug;!i €� �€ e � € PEP .,a> � 5>4�s �� _. as € n� -�,I f . a > , �� �. i ��� ��,_:, 5.00 VOG _ i _ qq:.i :..a ,.�a n -i .v , Sa ,. _° _ 4 ,s..'t.. f -<. ,. { •�.;,n . tl -., 4� �. .., a. - S,�.. i , � -n 3 >... dz} i,. .-.as, ..� a S A k � $y ` u z � � _ a4- v9. i � 5 g . . . K � 7 k � _ 3 f f. 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A 0 i M . o 0 W N tD a � 0 0 0 z Q J Q w ON am S Y cD N 3 z d a� 00 Qw Qo w >p O=.M w LU N z M - O ' • .• P4 rO Q 1� ^ C E-1 � co rGi LO LO '-' CO rr1.4-�� 0 � p � W O� M ,L L OLo 'L� 4- ) a �50� z z -I-o H ¢ °' N m C W zO Hi H Q € 0 0 Sa +..�j cd H N ¢ 0 • , , U O Ui z w U L c0 F CO d SF • �Q)� M U C)_ N v ¢ter. i.._ Uloc(o p E n w ,.r W lj_ cy) �J N z c F-- i O z ..� DRAWN: B.A.B. 5 15 Q COPYRIGHT 2007 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. CHECKED: J.A.P. DATE: 03/14/07 JOB NO. 07016 -ENG SHEET N0. 1 of 5 LL JL -ZO)Z (G'M �� 'GG162N 66LO -�tZ (l0)�) ttt�� i� 'LI�2aG �9 -Ilad 'a /\V uo1uImc -N Zt xxxx- xXX-lg�s -- 'N3�Nl%g 6LE£mPJ�1'P -nJ�l� SmlllPJ0- #1��O1S "3 �i'd�Nb`N ;� L� , , � ml� HC)V3G �Vbwl3C !VNJ CNV=1 COOMI:d1bC 9 � � Q F.. 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