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001-2 Large Plan
M SOUTH ELEVATION PROPOSED WEST ELEVATION PROPOSED 0 J Q 0 0 N Q Q; m r; D r- CD 3 ID ti I Q / 0 ry N U7 aJ U U FLAT CEMENT TILE ROOFING TO MATCH EXISTING NEW ALUMINUM SHUTTERS NEW ALUMINUM WINDOWS- ALUMINUM LOUVER %' STUCCO FINISH w/ ELASTOMERIC PAINT TO MATCH EXISTING EXISTING BUILDIGN TO REMAIN t EXISTING SOUTH ELEVATION '1W+27' -0" O. CUPOLA OIL+21'-6- T.O. RIGDE � t +10' -0" \ -FT.O. BEARING r, +o' —o" \fvlst FIN.FLR. I • T.O. CUPOLA Abu a � ill►_. 1 / r v 6f� ;�LT16 +21�- °_ - -- EAST ELEVATION PROPOSED 2' -10" d FIN.FLR. st FI EXISTING EAST ELEVTION A IG DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM SCHOOL GULF3TREAM, FL ExisriNc ELEVATIONS CONCEPTUAL ELEVATIONS 2290 a NOTE: All drawings for this project are to be read in conjunction with each other. These Include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as Intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 4 $ 9 3 2 4 it 5 12 6 13 7 14 +35' -0" T.O. CUPOLA +30' -0" FLAT CEMENT TILE ROOFING TO MATCH 6 EXISTING — 3 r - :.: NEW ALUMINUM SHUTTERS +21' -2" — NEW ALUMINUM WINDOWS r. ;>.. .:.. • - T.O. BEARING ALUMINUM LOUVER %' STUCCO FINISH ® w ELASTOMERIC PAINT ... – " +12 '10 TO MATCH EXISTING 2nd FIN.FLR. - _.• I ❑ . ,., I +0' -0" 1st FIN.FLR. EXISTING BUILDIGN TO REMAIN SOUTH ELEVATION PROPOSED FLAT CEMENT TILE ROOFING TO MATCH EXISTING NEW ALUMINUM SHUTTERS NEW ALUMINUM WINDOWS- ALUMINUM LOUVER %' STUCCO FINISH w/ ELASTOMERIC PAINT TO MATCH EXISTING EXISTING BUILDIGN TO REMAIN t EXISTING SOUTH ELEVATION '1W+27' -0" O. CUPOLA OIL+21'-6- T.O. RIGDE � t +10' -0" \ -FT.O. BEARING r, +o' —o" \fvlst FIN.FLR. I • T.O. CUPOLA Abu a � ill►_. 1 / r v 6f� ;�LT16 +21�- °_ - -- EAST ELEVATION PROPOSED 2' -10" d FIN.FLR. st FI EXISTING EAST ELEVTION A IG DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM SCHOOL GULF3TREAM, FL ExisriNc ELEVATIONS CONCEPTUAL ELEVATIONS 2290 a NOTE: All drawings for this project are to be read in conjunction with each other. These Include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as Intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 4 $ 9 3 2 4 it 5 12 6 13 7 14 i $ 9 3 10 4 it 5 12 6 13 7 14 1/15/01 R ALO —4 'ti MM v m nd AC1 i I I I N �� 4t livos OZ p ,9 LL ou a,, g L l3 �,t as ffi 8,Xj-,,4,N Lloo a 4.R�3ka xa� tl A , i m Auv i AV 0 - e,lsNdVi. N n ) wma Wlyd ., � ... 1 WOVA 1S N31JLIHM SS379OXI AS 1 XV i amoovdam 32 01 JON i I I I N YF. EXISTING CLASSROOMS EFFECTED AREA UNDER EXISTING ROOF (3,789 SQ. FT.) • 4s�^� xk >1. EFFECTED AREA NOT UNDER EXISTING ROOF Kr (1,954 SQ. FT.) SETBACK LINE 1 1 I NEW COVERED WALKWAY i 1 y .?fir r; "q::• z°. ,Si. y.�. a• *y:'.'`, 'yv s?YI FUy .. �: r �... ,a4- 1 ✓,. 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ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF STREAM SCHOOL 4 CONCEPT FIRST FLOOR LAYOUT '0 2290 PC 0 NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. a 0 m .� a� a4 1 8 2 9 3 10 4 11 5 12 6 13 7 14 1 8 2 9 3 10 4 11 5 12 6 13 7 14 001 -2 Ago pb 1/10/01 'd MM SK -2 1 1 6 . 4 0 ' I ��I I �� O N E S T O R Y I �� r p O p F R A M E R E S I D E N C E I I I ' i V O L L Y B A L L W C O U R T J O ��F V 1 1 S T A T E R O A D A - 1 _ A � - �� v o o F R A M E Q' R E S I D E N C E . t I I P L A Y G R O U N D 2 1 8 ' - 6 " y 7 8 . 8 2 E F F E C T E D A R E A N O T U N D E R E X I S T I N G R O O F ' P " A b N �� N C I I x �� 1 ' 4 3 . 9 3 _ . , a ' S 0 0 I �� o N 0 I a s \ - G c 9 d 0 �� ? O j G 0 �� ��o ��, �� K - , , E L O C A T E D B E L L r � ��0 E X I S T I N G . 1 = _ _ a k l o 0 a A C H E D M i 1 C K E E S I T E i o I E X I S T I N G B U I L D I N G O N E S T O R Y $ t V E F F E C T I V E L O T A R E A 2 3 9 , 9 9 5 s q . f t . B U I L D I N G M 1 4 0 4 F . A . R . C A L C U L A T I O N S E X I S T . D E M O . N G R A S S P L A Y I N G F I E L D 1 s t . F L O O R E A 3 7 , 0 4 3 s q . f t . 2 8 4 s q . f t . I I P L A Y G R O U N D 2 1 8 ' - 6 " y 7 8 . 8 2 E F F E C T E D A R E A N O T U N D E R E X I S T I N G R O O F ' P " A b N �� N C I I x �� 1 ' 4 3 . 9 3 _ . , a ' S 0 0 I �� o N 0 I a s \ - G c 9 d 0 �� ? O j G 0 �� ��o ��, �� K - , , E L O C A T E D B E L L r � ��0 E X I S T I N G . 1 = _ _ a k l o 0 a A C H E D M i 1 C K E E E X I S T I N G F I E L D H O U S E o �� t I I E X I S T I N G M A �� . ' S T A G E I t E X I S T I N G O N E S T O R Y 0 C H A P E L t o / C O V E R E D C O N C R E T E W A L K I p D E D F R A M E R E S I D E N C E l E M S M N G 1 4 2 . 9 5 W A O N E S T O R Y _ c B S i S I T E 0 E X I S T I N G B U I L D I N G O N E S T O R Y $ C . B . S . E F F E C T I V E L O T A R E A 2 3 9 , 9 9 5 s q . f t . B U I L D I N G 7 1 4 F . A . R . C A L C U L A T I O N S E X I S T . D E M O . E X I S T I N G F I E L D H O U S E o �� t I I E X I S T I N G M A �� . ' S T A G E I t E X I S T I N G O N E S T O R Y 0 C H A P E L t o / C O V E R E D C O N C R E T E W A L K I p D E D F R A M E R E S I D E N C E l E M S M N G 1 4 2 . 9 5 W A O N E S T O R Y _ c B S i ( o I ( : ��� I x I I �� I j I 4 ��- N W 0 P . 0 F = H E A M R D A D G U L F 5 T t S I T E L A Y O U T W I I ��I Y r T O W N O F G U L F S T E A M S I T E D A T A T A B L E G R O S S L O T A R E A B U I L D I N G E F F E C T I V E L O T A R E A 2 3 9 , 9 9 5 s q . f t . 3 ' - 6 7 1 4 F . A . R . C A L C U L A T I O N S E X I S T . D E M O . N N E T 1 s t . F L O O R E A 3 7 , 0 4 3 s q . f t . 2 8 4 s q . f t . 1 , 1 7 7 s q . f t . 3 7 , 9 3 6 s q . f t . C E I L I N G O F 1 5 ' ( x 2 ) N A N A N A N A 2 n d . O O R A R E A N A N A B ' 4 , 6 7 1 s q . f t . C O V E R E D C O N W A L K 1 4 , 6 9 4 s q . f t 3 5 s q . f t . 1 , 5 5 8 s q . f t . 1 6 , s q . f t . J r N A X 3 7 2 s q . f t . N A A W N I N G S > 3 ' & S C R E E W E N C L . 0 5 0 % N A N A E T W G 0 N A E X I S T I N G N A W N E S T O R Y N A O N E S T O R Y 5 1 , 7 3 7 s q . f t . c n C . B . S . s q . f t . 5 8 , 8 2 4 s q . f t . C . B . S . N A C l ) f B U I L D I N G Q N A B U I L D I N G z r n 5 8 , 8 2 4 s q . f t . F . A / R . . 2 4 5 T O T A L H A R D S C A P E A R E A 6 0 , 8 9 3 s q . f t . ( 5 2 % ) R E Q U I R E D L A N D S C A P E ( 4 0 % O F L O T ) 9 5 , 9 9 8 s q . f t . A C T U A L L A N D S C A P E 1 2 5 , 7 8 9 s q . f t . c Z i o C O V E R E D C O N C R E T E W A L K o . 7 o �� ( o I ( : ��� I x I I �� I j I 4 ��- N W 0 P . 0 F = H E A M R D A D G U L F 5 T t S I T E L A Y O U T W I I ��I Y r T O W N O F G U L F S T E A M S I T E D A T A T A B L E G R O S S L O T A R E A 2 3 9 , 9 9 5 s q . f t . E F F E C T I V E L O T A R E A 2 3 9 , 9 9 5 s q . f t . 7 1 4 F . A . R . C A L C U L A T I O N S E X I S T . D E M O . N N E T 1 s t . F L O O R E A 3 7 , 0 4 3 s q . f t . 2 8 4 s q . f t . 1 , 1 7 7 s q . f t . 3 7 , 9 3 6 s q . f t . C E I L I N G O F 1 5 ' ( x 2 ) N A N A N A N A 2 n d . O O R A R E A N A N A B 4 , 6 7 1 s q . f t . 4 , 6 7 1 s q . f t . 1 . F L O O R C O V E R E D 1 4 , 6 9 4 s q . f t 3 5 s q . f t . 1 , 5 5 8 s q . f t . 1 6 , s q . f t . 2 n d . F L O O R C O V E R E D N A N A 3 7 2 s q . f t . N A A W N I N G S > 3 ' & S C R E E W E N C L . 0 5 0 % N A N A N A P , % N A G A R A G E ; ' N A N A N A , , ` N A G R O S S F L O O R E A 5 1 , 7 3 7 s q . f t . 3 1 9 s q . f t . 7 , 7 7 8 s q . f t . 5 8 , 8 2 4 s q . f t . O U T B U I L D I S N A N A N A N A T O T A L O O R A R E A P R O P O S E D 5 8 , 8 2 4 s q . f t . F . A / R . . 2 4 5 T O T A L H A R D S C A P E A R E A 6 0 , 8 9 3 s q . f t . ( 5 2 % ) R E Q U I R E D L A N D S C A P E ( 4 0 % O F L O T ) 9 5 , 9 9 8 s q . f t . A C T U A L L A N D S C A P E 1 2 5 , 7 8 9 s q . f t . N O T E : 1 s t . F L O O R A R E A = 1 , 1 7 7 s q . f t . 2 n d . F L O O R A R E A = 1 , 8 3 1 s q . f t . T O T A L = 1 , 8 3 1 s q . f t . = T O T A L F L O O R A R E A A D D E D I N A C C O R D A N C E W I T H D E V E L O P M E N T A G R E E M E N T O t t . $ y t ��'t t - ' D I G B Y B R I D G E S , M A R S H & A S S O C I A T E S I N C . P . A . A R C H I T E C T S & P L A N N E R S . 1 2 4 N . E . 5 T H A V E N U E D E L R A Y B E A C H , F L . 3 3 4 8 3 ( 5 6 1 ) 2 7 8 - 1 3 8 8 G U L F S T R E A M S C H O O L G U L F S T R E A M , F L a l l l S I T E L A Y O U T 2 2 9 0 e N O T E : A l l d r a w i n g s f o r t h i s p r o j e c t a r e t o b e r e a d i n c o n j u n c t i o n w i t h e a c h o t h e r . T h e s e i n c l u d e , b u t o r e n o t l i m i t e d t o : A r c h i t e c t u r a l , S u r v e y i n g , S t r u c t u r a l , C i v i l , M e c h a n i c a l , E l e c t r i c a l , S p e c i a l t y D r a w i n g s , a n d W r i t t e n S p e c - i f i c a t i o n s . C o n t r a c t o r t o v e r i f y a l l e x i s t i n g s i t e c o n d i t i o n s a n d t h o r o u g h l y c h e c k e l e v a t i o n s a n d d i m e n s i o n s b e f o r e c o m m e n c i n g w o r k . R e p o r t t o t h e a r c h i t e c t e n g i n e e r a n y d i s c r e p a n c i e s , e r r o r o r c o n d i t i o n s t h a t w i l l a l t e r c o n s t r u c t i o n a s i n t e n d e d b y t h e s e d r a w i n g s . A r c h i t e c t i s n o t r e s p o n s i b l e f o r a n y w o r k a n d / o r m a t e r i a l s f u r n i s h e d 1 o n t h e j o b . m 0 . �� ��. 7 1 4 �� A L O a �� r , 1 8 2 9 3 1 0 4 1 1 5 1 2 6 1 3 1 / 1 5 / 0 1 0 7 1 4 �� A L O a �� r , 1 8 2 9 3 1 0 4 1 1 5 1 2 6 1 3 1 / 1 5 / 0 1 0 ,w. SETBACK LINE EFFECTED AREA UNDER EXISTING ROOF (3,789 SQ. FT.) w EFFECTED AREA NOT UNDER EXISTING ROOF (1,954 SQ. FT.) I 1 1 ESISTING PAVIIIO 1 �r 1 .< Ity i i �a 1 SECOND FLOOR LAYOUT Q 1 3 4r � ti�r' f� ✓7. )' �y.P'� r Xa'czn 7 b3 /u'.} 1 I 1 1 1 . 1 a 1 1 -..r SECOND FLOOR LAYOUT Q i 1 Now I -J 1 — — .� -- SETBACK LINE ADMIN. EMSTMG BUILDING DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 ( 561) 278 -1388 GULF STREAM SCHOOL FL SECOND FLOOR LAYOUT CCC22ao e NOM N dras4aep for this project are to bn Rini in canimction with each iwdude, but are rwt.Ilrchitectural, Surveyig, (xM7,` Mechanicak I {y Drawings, SO ifications. ' Contractor to van7r � , WWI site conditions and emery check elevations and d1knonsions before commencing work. Report to the architect engneer any discrepancies, error or conditions that will alter construction as Intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 9 3 0 m 4 as 1/10/01 a+�e =LO , 'd MM i 1/S' ■ 1' -0" SK-3 1 1 I 1 1 1 . 1 1 1 i 1 Now I -J 1 — — .� -- SETBACK LINE ADMIN. EMSTMG BUILDING DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 ( 561) 278 -1388 GULF STREAM SCHOOL FL SECOND FLOOR LAYOUT CCC22ao e NOM N dras4aep for this project are to bn Rini in canimction with each iwdude, but are rwt.Ilrchitectural, Surveyig, (xM7,` Mechanicak I {y Drawings, SO ifications. ' Contractor to van7r � , WWI site conditions and emery check elevations and d1knonsions before commencing work. Report to the architect engneer any discrepancies, error or conditions that will alter construction as Intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 9 3 0 m 4 as 1/10/01 a+�e =LO , 'd MM i 1/S' ■ 1' -0" SK-3 r if f�lk 0�4 IN'i 2!7M IX J� N X14`_ ALI-" 77, 1 1 /A- vf IL w, an tnl & 11ci; k %IJ LO t 54 7 illv J, 7 -r-4 A- �ijt 04 31" 'S 77 vl -Ne Oo rim, 17.?wfu �w f00 1-2 - 7, 7 z6" ou, f kv DIGBY1 BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY! BEACH, FL. 33483 (561) 2 1 78-1388 o E4 C) z , E-4 0 1 A r) not ^� 7111jL_ EASEMENT N I � 1% _XI_ J.� � � Tl it 5.4 NEW BERM ® ELEV. 7.6' LEGEND- AS-BUILT OCT. 28, 1997 - TOP OF BASIN ELEVATION - INVERT ELEVATION TYPE 'C' CATCH BASIN ✓Zi - - DRAINAGE FLOW ARROWS EXISTING ELEVATIONS > > EXISTING BERM ELEV.= 7.0 0 40 80 � ` 120 160 200 0. GRAPHIC SCALE DAICG DMA !1r CVICT /`AT!`LI RACIAI WITH EXISTING DRAINAGE PLAN W PROPOSED TWO STORY ADDITION- SCALE: 1" = 30.0' C.B.S. RETAINING WALL EXISTING WOOD PUMP HOUSE ENCROACHES EXISTING PLAYGROUND�� I� \ �11 +\ q A.C. NSOR \I\ f \ _1 II If 1� POLE r POLE I� II 1� CONCRETE 11 II t' 11 x�'I'. I i -� a-� ,183'1900" - 6._4 0 ; '-Pw _- - -_ POLE Drainage Calculations: Total Site Area = 239,995 square feet = 5.51 acres Total Existing and New Building Area = 39,881 square feet 0.916 acres Total Existing and New Paved Area = 60,820 square feet = 1.40 acres Total Existing and New Covered Sidewalk Area = 13,234 square feet = 0.304 acres Total Uncovered Sidewalk Area = 1,757 square feet = 0.040 acres Existing Covered Hut & Picnic Area = 1,296 square feet = 0.030 acres Total Roof Area = 54,411 square feet = 1.25 acres Total Impervious Area =116,988 square feet= 2.686 acres Total Pervious Area = 123,007 square feet :=2.824 acres A) Compute First Inch of Runoff from Entire Developed Site 1 in. x 5.51 ac. = 5.51 ac. -in. (controls) B) 1) Compute 2.5 in. x % of Impervious Area Site Area for Water Quality: Total Project Roof Area = 5.51 ac. - 1.25 ac. - 4:26 ac. 2) Impervious Area for Water Quality: Site Area for Water Quality - Pervious = 4.26 ac. - 2.824 ac. = 1.436 ac. 3) of Imperviousness for Water Quality: = 1.436 ac. /4.26 ac. * 100% = 33.71% 4) 2.5 in. x % Impervious = 2.5 in. x 33.71% = 0.843 in. or 1.0 in. to be treated 5) Volume Required for Quality Detention: = 1.0 in. x 5.51 ac. = 5.51 ac. -in. * 0.75 (Dry Detention - 4.13 ac. -in. Reduction) 6) Find Exfiltration Trench Volume: Exfiltration Trench Volume - 4.13 ac. -in. 'I<) Design Exfiltration Trench: L = V / (K *(H2 *W + 2 *H2 *Du - Du * *2 + 2 *H2 *Ds) + .000139 *W *Du) V = Volume Required for Quality Detention = 4.13 ac. -in. Hydraulic Conductivity from Percolation Tests: K = 2.18 x E -05 cfs /ft * *2 H2 = Depth to Water Table = 4.0 ft. (Water Table at Elevation 1.01) W = Trench Width = Varies (See Below) Du = Unsaturated Trench Depth = 1.85 ft. Ds = Saturated Trench Depth = 1.40 ft. Drainage Calculations: 12' Wide Exfiltration Trench - 151 feet Hyd. Conductivity, K 1 1 cfs /ftA2 Water Table Depth, H2 I 1 £t Trench Width, W 12.00 ft Unsat. Trench Depth, Du 1 ft Sat. Trench Depth, Ds /Xi - - X� ft X� i 151.00 Exfiltration Trench Denominator = � 1 �1 ft ((K *(H2 *W +2 *H2 *Du- DuA2 +2 *H2 *Ds) +.000139 *W *Du) I e-- 0.698 II 151 Wide Exfiltration Trench - 178 feet 4.158 00 0.00002180 cfs /ftA2 N 5.00 ft Trench Width, W C.B.S. RETAINING WALL EXISTING WOOD PUMP HOUSE ENCROACHES EXISTING PLAYGROUND�� I� \ �11 +\ q A.C. NSOR \I\ f \ _1 II If 1� POLE r POLE I� II 1� CONCRETE 11 II t' 11 x�'I'. I i -� a-� ,183'1900" - 6._4 0 ; '-Pw _- - -_ POLE Drainage Calculations: Total Site Area = 239,995 square feet = 5.51 acres Total Existing and New Building Area = 39,881 square feet 0.916 acres Total Existing and New Paved Area = 60,820 square feet = 1.40 acres Total Existing and New Covered Sidewalk Area = 13,234 square feet = 0.304 acres Total Uncovered Sidewalk Area = 1,757 square feet = 0.040 acres Existing Covered Hut & Picnic Area = 1,296 square feet = 0.030 acres Total Roof Area = 54,411 square feet = 1.25 acres Total Impervious Area =116,988 square feet= 2.686 acres Total Pervious Area = 123,007 square feet :=2.824 acres A) Compute First Inch of Runoff from Entire Developed Site 1 in. x 5.51 ac. = 5.51 ac. -in. (controls) B) 1) Compute 2.5 in. x % of Impervious Area Site Area for Water Quality: Total Project Roof Area = 5.51 ac. - 1.25 ac. - 4:26 ac. 2) Impervious Area for Water Quality: Site Area for Water Quality - Pervious = 4.26 ac. - 2.824 ac. = 1.436 ac. 3) of Imperviousness for Water Quality: = 1.436 ac. /4.26 ac. * 100% = 33.71% 4) 2.5 in. x % Impervious = 2.5 in. x 33.71% = 0.843 in. or 1.0 in. to be treated 5) Volume Required for Quality Detention: = 1.0 in. x 5.51 ac. = 5.51 ac. -in. * 0.75 (Dry Detention - 4.13 ac. -in. Reduction) 6) Find Exfiltration Trench Volume: Exfiltration Trench Volume - 4.13 ac. -in. 'I<) Design Exfiltration Trench: L = V / (K *(H2 *W + 2 *H2 *Du - Du * *2 + 2 *H2 *Ds) + .000139 *W *Du) V = Volume Required for Quality Detention = 4.13 ac. -in. Hydraulic Conductivity from Percolation Tests: K = 2.18 x E -05 cfs /ft * *2 H2 = Depth to Water Table = 4.0 ft. (Water Table at Elevation 1.01) W = Trench Width = Varies (See Below) Du = Unsaturated Trench Depth = 1.85 ft. Ds = Saturated Trench Depth = 1.40 ft. Drainage Calculations: 12' Wide Exfiltration Trench - 151 feet Hyd. Conductivity, K 0.00002180 cfs /ftA2 Water Table Depth, H2 4.00 £t Trench Width, W 12.00 ft Unsat. Trench Depth, Du 1.85 ft Sat. Trench Depth, Ds 1.40 ft Length = 151.00 Exfiltration Trench Denominator = 0.00462 ft ((K *(H2 *W +2 *H2 *Du- DuA2 +2 *H2 *Ds) +.000139 *W *Du) *W *Du) Storage Volume = L * Denominator = 0.698 ac. -in. 151 Wide Exfiltration Trench - 178 feet 4.158 Hyd. Conductivity, K 0.00002180 cfs /ftA2 Water Table Depth, H2 5.00 ft Trench Width, W 15.00 ft Unsat. Trench Depth, Du 1.85 ft Sat. Trench Depth, Ds 1.40 ft Length = 178.00 Exfiltration Trench Denominator = 0.00613 ft ((K *(H2 *W +2 *H2 *Du- DUA2 +2 *H2 *Ds) +.000139 *W *Du) Storage Volume = L'* Denominator = 1.090 ac. -in. 18' Wide Exfiltration Trench - 328 feet Hyd. Conductivity, K 0.00002180 cfs /ftA2 Water Table Depth, H2 5.00 ft Trench Width, W 18.00-ft Unsat. Trench Depth, Du 1.85 ft' Sat. Trench- Depth, Ds 1.40 ft Length = " 328.00 Exfiltration Trench Denominator = 0.00722 ft ((K *(H2 *W+2 *H2 *DU- DUA2+2 *H2 *Ds) +.000139 *W *Du) v J Storage Volume = L * Denominator = 2.370 ac. -in. Total Storage Volume = 4.158 ac. -in .,> 4.13 aG• {A. (ok) •, oo1-z :0` Ell� .. ti _ F, ®W Q' P�p y z Z0 Q UJ Z O r3F5 M O W `- a'� P THESE DRAWINGS, AS-INSTRUMENTS OF-SERVICE, ARE THE SALE PROPERTY OF GATOR- ENGINEERING- SERVICES) INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS W�ITTEN AUTHORIMON OF GATW ENGINMM9 SERVICES, INC. v J i �^ e w I t `1J 00 � < h U O � A <W W 01 L�- z� tL V V O o �D0� LL 0 0 F- }_° W 0 Z V , L W V 1 t WO 0 1� Fq BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: D,E.T, DATE: 1/15/01 CHECKED BY: ;E,F, DATE: 1%15101 JOB NUMBER 93-145 SHEET NUMBER _ REV. Ei -3 l'Lsble GATOR ENGINEERING SERVICES, INC. January 15, 2001 Town of Gulfstream 100 Sea Road Gulfstream, FL 33483 Attention: Kristin Kern Garrison 7289 Garden Road, Suite 104 West Palm Beach, Florida 33404 (561) 841-9990 Fax (56 l ) 841 -9991 E-mail: galoreng @aol.com RE: Certification of Existing Drainage System to Handle Additional Impervious Area due to the Addition of a 5,484 Square Foot Classroom Building for Gulfstream School at 3600 Gulfstream Road in Gulf Stream, FL. Dear Ms. Garrison: This letter is being written informing the Town of Gulfstream that the 5,484 square foot classroom addition to Gulfstream School at 3600 Gulf Stream Road in Gulfstream, FL will not effect the amount of runoff to be treated by the presently installed exfiltration trench drainage system. As per the previous drainage calculations which were submitted when the field house was constructed, the 1" runoff amount over the entire site controls the design of this exfiltration trench drainage system. Even with this classroom addition, the amount of runoff required over the entire site remains the same. Attached to this letter is a revised drainage plan and calculations substantiating this fact. If you have any questions regarding this letter or require further information, please feel free to contact. NEW BERM 0 ELEV. 7.6' 1A7 not LEGEND- AS-BUILT OCT. 28, 1997 - TOP OF BASIN ELEVATION - INVERT ELEVATION 03'C' - TYPE 'C' CATCH BASIN --Z--- - DRAINAGE FLOW ARROWS + 020 - EXISTING ELEVATIONS > > >-, - EXISTING BERM ELEV.= 7.0 0 40 80 120 160 200 240. GRAPHIC SCALE RAic;7 Qiu OP PYMT rATrW RACM WITW PROPOSED TWO STORY ADDITION SCALE: 1" = 30.0' 1 1 I i i �X� - -xI i I X� i SCI f e-- I N i 00 I N Bo 1 C.B.S. RETAINING WALL EXISTING WOOD PUMP HOUSE ENCROACHES 90'00'00" ti' I1 -- POLE EXISTING PLAYGROUND�I �II N, NSOR 11 !I / POLE [°- - - Pik/ - fr r POLE 11 II ( 11 CONCRETE 11 �I 11 11 xIP4� if I 181319'00" 116.40; POLE Drainage Calculations: Total Site Area = 239,995 square feet = 5.51 acres Total Existing and New Building Area = 39,881 square feet 0.916 acres Total Existing and New Paved Area = 60,820 square feet = 1.40 acres Total Existing and New Covered Sidewalk Area = 13,234 square feet = 0.304 acres Total Uncovered Sidewalk Area = 1,757 square feet = 0.040 acres Existing Covered Hut & Picnic Area = 1,296 square feet = 0.030 acres Total Roof Area = 54,411 square feet = 1.25 acres Total Impervious Area = 116,988 square feet = 2.686 acres Total Pervious Area = 123,007 square feet = 2.824 acres A) Compute First Inch of Runoff from Entire Developed Site 1 in. x 5.51 ac. = 5.51 ac. -in. (controls) B) 1) Compute 2.5 in. x % of Impervious Area Site Area for Water Quuality: Total Project - Roof Area = 5.51 ac. -1.25 ac. = 4:26 ac. 2) Impervious Area for Water Quality: Site Area for Water Quality - Pervious = = 4.26 ac. - 2.824 ac.. = 1.436 ac. 3) of Imperviousness for Water Quality: 1.436 ac. /4.26 ac. * 100% = 33.718 4) 2.5 in. x 8 Impervious = 2.5 in. x 33.71& - 0.843 in. or 1.0 in. to be treated 5) Volume Required for Quality Detention: 1.0 in. x 5.51 ac. = 5.51 ac. -in. * 0.75 (Dry Detention = 4.13 ac. -in. Reduction) 6) Find Exfiltration Trench Volume: Exfiltration Trench Volume = 4.13 ac. -in. 'R) Design Exfiltration Trench: L = V / [K *(H2 *W + 2 *H2 *Du - Du * *2 + 2 *H2 *Ds) + .000139 *W *Du) V = Volume Required for Quality Detention = 4.13 ac. -in. Hydraulic Conductivity from Percolation Tests: K = 2.18 x E -05 cfs /ft * *2 H2 = Depth to Water Table = 4.0 ft. (Water Table at Elevation 1.01) W = Trench Width = Varies (See Below) Du = Unsaturated Trench Depth = 1.85 ft. Ds = Saturated Trench Depth = 1.40 ft. Drainage Calculations: 12' Wide Exfiltration Trench - 151 feet Hyd. Conductivity, K 0.00002180 cfs /ft ^2 Water Table Depth, H2 4.00 ft Trench Width, W 12.00 ft Unsat. Trench Depth, Du 1.85 ft Sat. Trench Depth, Ds 1.40 ft Length = 151.00 ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS 4ITTEN Exfiltration Trench Denominator = 0.00462 ft ((K *(H2 *W +2 *H2 *Du- Du ^2 +2 *H2 *Ds) +.000139 *W *Du) Storage Volume = L * Denominator = 0.698 ac. -in. 151 Wide Exfiltration Trench - 178 feet Hyd. Conductivity, K 0.00002180 cfs /ft ^2 Water Table Depth, H2 5.00 ft Trench Width, W 15.00 ft Unsat. Trench Depth, Du 1.85 ft Sat. Trench Depth, Ds 1.40 ft Length = 178.00 Exfiltration Trench Denominator = 0.00613 ft ((K *(H2 *W +2 *H2 *Du- Du ^2 +2 *H2 *Ds) +.000139 *W *Du) Storage Volume = L * Denominator = 1.090 ac. -in. 18' Wide Exfiltration Trench - 328 feet Hyd. Conductivity, K 0.00002180 cfs /ft ^2 Water Table Depth, H2 5.00 ft Trench Width, W 18.00, ft Unsat. Trench Depth, Du 1.85 ft' Sat. Trench Depth, Ds 1.40 ft Length = "' 328.00 Exfiltration Trench Denominator = 0.00722 ft ((K *(H2 *14+2 *H2 *DU- DU ^2 +2 *H2 *Ds) +.000139 *W *Du) Storage Volume = L * Denominator = 2.370 ac. -in Total Storage Volume = 4.158 ac. -in ., 4.13 aG• {A. (ok) 001 -2:A RC 4'A N 1 6 20 01 r Blu y F 'QM Q � o m-Z a s A�wr= MW X-M- Cr V)i cWi THESE DRAWINGS, AS-INSTRUMENTS OF SERVICE, ARE THE SALE PROPERTY OF GATOR- ENGINEERING- S€RVICES) INC. THEY ARE NOT TO BE REPRODUCED, COPIED, LENT OR USED IN ANY OTHER LOCATION WITHOUT THE EXPRESS 4ITTEN AUTffORIMON OF GATORt ENGINEERING SERVICES, INC. v J vJ ti 1 titi �.J Iii►, w O i L 0 1:< Z o 01 p� < W I <W01 W W zkf� tJ 0z o J �D 0 O 0 0 W �- W '0 cf) z W 1 • • X� TE-4 V W O W 0 Fq Fq BIDS PERMIT CONSTRUCTION SCALE NOTED DRAWN BY: 0.E.T, DATE: 1/15/01 CHECKED- BY: ( F, DATE: 1%15101 JOB NUMBER 93-145 SHEET NUMBER _ REV. C, -3 - - - - - - STATE ROAD A -1_A i 116.40' --------- $- -__ - -_ I IX N ONE STORY 9 ` WOOD FRAME - 1 i^ RESIDENCE o I ONE STORY WOOD FRA M 13 E © ° ® "+►•.. " _ +.�, — 1 RESIDENCE ..._ 1 ---- rn m° i i I LANE _ I I FIRE i � EXISTING � FIELD HOUSE O I W O 0 a 0 N M cv ;-i M c ro D c 0 m 3 ti Q O ni CU CNJ U7 QJ U U CN I N I ANE lam` FIRE 1 1 GRASS PLAYING FIELD / I' I I d I I I 100 to i I IEXISTING �oP• I -- j iz - --II f 11 I STAGE 1 / Id 'rtv � ill THACHED CHICKEE ONE STORY �I EXISTING WOOD FRAME 1 1 ONE STORY a RESIDENCE I I CHAPEL 0 i N c„ I 1 I EXISTING A Il ONE STORY z x BUILDING ; III \ \ G ELOCATEC COVERED CONCRETE WALK i I BELL TOWER \ / EXISTING COVERED EXISTING - ° 142.95 CONCRETE • I ONE STORY _ _ — CF-A R Y E WA _ -- PATIO C.B.S. - 1 BUILDING 2.50 III do c�cRti $ 1 3' -6" 1 I I PLAYGROUND 218' -6" COVERED CONCRETE•WALKt T T, I N ( I! 11�'y cam' 1 .....•• 0 fi� n•— EXISTING 0 x 0' TOWN OF GULF STEAM SITE DATA 'I �JS PNA EX ST NG n N — 1 i G r o 8 W I GROSS LOT AREA 239, 95 sq.ft. 1 E STORY ONE STORY z Ii 9' �s .• C.B.S. m C.B.S. 9 0 I EFFECTIVE LOT AREA 239,99 s .ft. I1, pNE g`S G BUILDING BUILDING 0 coo 0 i o m 1 �° 0 I q 78.82' I COVERED CONCRETE WALK ! N �I y oc ° -- -- — — —�— --- -- — -- I I w ® i C - 1 _ 1 0 11 © X P.0 _- __— _-- - -- I _ — °sue • ° - - - -- _a° _ —4-- — go'08' s .. •- 4, F.H. - -- READ 4_3.9 3' ----- - -- - -- - _ GULF STRE A SITE LAYOUT 0 Z F.A.R. CALCULATIONS EXIST. "DEMO. NEW NET 1st. FLOOR AREA 37,043 sq.ft. 284 q.ft. 1,177 sq.ft. 37,936 sq.ft. CEILINGS OF 15' (x2) NA NA NA NA 2nd. FLOOR AREA NA NA 4,71 sq.ft. 14,671 sq. ft. 1st. FLOOR COVERED 14,694 sq.ft. 35 sq.ft. ,558 sq.ft. 16,217 sq.ft. 2nd. FLOOR COVERED NA NA 372 sq.ft. NA AWNINGS>3' & SCREEN ENCL. ® 50% NA NA N NA GARAGE INA NA NA NA GROSS FLOOR AREA 51,737 sq.ft. 319 sq.ft./ 7,778 sq.ft. 58,824 sq.ft. OUT BUILDINGS NA NA NA NA TOTAL FLOOR AREA PROPOSED F.A.R. TOTAL HARDSCAPE AREA .245 60,893 95,998 125,789 sq.ft. sq.ft. sq.ft. 1A 52 %) 58,824 sq.ft. REQUIRED LANDSCAPE(40% OF LOT) ACTUAL LANDSCAPE NOTE: 1st. FLOOR AREA = 1,177 sq.ft. 2nd. FLOOR AREA = 1,831 sq.ft. TOTAL = 1,831 sq.ft. _= TOTA FLOOR AREA ADDED IN ACCORDANCE WIT DEVELOPMENT AGREEMENT 001.2 Z RECEIVED J . d I Z % ij DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 I w a y' L, NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. CD J Q ti O O N m v Q c c 0 3 ti i CV Q 0 0i CD r-, I U FIRST FLOOR LAYOUT Y8» -1 r -0» ( ) R 0 z RECEIVED Uhn of GO Stream, FL BuWfirg Depanmard DIGBY BRIDGES, MARSH & 11"10 ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. c� J 4 O O Cu CU CU O O U-) ti C n7 D C O 3 O CV cU i O Cl 0J N ro U Ca Z rM EC_' E-A � IED ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 w v NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. 0 J Q 0 0 N rn 0 0 o_ Un ro 0 En 3 I M a i 0 rn cv rU i Lo i 0 U U v SECOND FLOOR LAYOUT CONCEPT 'Ln -1 r —On ------- - - - --r r L - - -J C N` z. 200", ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY REACH, FL. 33483 (561) 278 -1388 , �/Vv/ 1( a� GULF ;1 Wlo�! NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. AL® C=15/ a 'b MM v SOUTH ELEVATION PROPOSED r� , •� �� CD J Q ti O O CU LO " Ql CT7 Ln ti C n7 7 C O C) 3 V Q O CU 0i U i FLAT CEO ROOFING EXISTING NEW ALU NEW ALU ALUMINUf W STUCI w/ ELAS' TO MATCI EXISTING TO REMAI SOUTH ELEVATION PROPOSED on-111M I FLAT CEMENT TILE ROOFING TO MATCH EXISTING NEW ALUMINUM SHUTTERS NEW ALUMINUM WINDOWS ALUMINUM LOUVER "' STUCCO FINISH w/ ELASTOMERIC PAINT TO MATCH EXISTING — EXISTING BUILDIGN TO REMAIN V — EXISTING SOUTH ELEVATION 6� 12 EMS M ING _R. Z. +27' -0" 1 qFT.O. CUPOLA +21' -6" T.O. RIGDE +10' -0" T.O. BEARING +0' -0" 1st FIN.FLR. +35' -5" I.O. CUPOLA +30' -0" T.O. RIGDE +27' -3" T.O. RIGDE EXISTING EAST ELEVTION r a LZ µ.Vi CZ e V JAN ; w) 2001 F A IG DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF3TREAM, FIL '0 "1 L � � NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. D a00 FLAT CEMENT TILE ROOFING TO MATCH EXISTING NEW ALUMINUM SHUTTERS NEW ALUMINUM WINDOWS ALUMINUM LOUVER "' STUCCO FINISH w/ ELASTOMERIC PAINT TO MATCH EXISTING — EXISTING BUILDIGN TO REMAIN V — EXISTING SOUTH ELEVATION 6� 12 EMS M ING _R. Z. +27' -0" 1 qFT.O. CUPOLA +21' -6" T.O. RIGDE +10' -0" T.O. BEARING +0' -0" 1st FIN.FLR. +35' -5" I.O. CUPOLA +30' -0" T.O. RIGDE +27' -3" T.O. RIGDE EXISTING EAST ELEVTION r a LZ µ.Vi CZ e V JAN ; w) 2001 F A IG DIGBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 GULF3TREAM, FIL '0 "1 L � � NOTE: All drawings for this project are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, Structural, Civil, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimensions before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materials furnished on the job. RELOCATED OAK / l / RELOCATED / > THATCH PAL EXISTING / .� CLASSROOMS e e e e e V 9 �J 3-WELLINGTON TAPE TIES OR EOUAL - SHALL BE USED TO SECURE 120 DEGREES APART TREES. USE AMPLE LENGTHS TO i ALLOW FOR FUTURE ADJUSTMENT& WRAP 2- METAL BANDS TIES SHALL BE SET SO AS 2 "X4'X12' DEADMAN NOT TO INJURE BRANCHING HABIT. 3" SHREDDED MULCH MOUND EARTH TO FORM WATERING SAUCER, 16' CLEAR OF TRUNK) FINAL GRADE AROUND TRUNK SHALL BE MIN EARTH TO FORM WATERING SAUCER. 3" SHREDDED MUL THE SAME AS NURSERY GRADE FINAL GRADE AROUND TRUNK SHALL BE 16' CLEAR OF TRUNKI STAKES SHALL BE t' X 2" X 30' THE SAME AS NURSERY GRADE. IN LENGTNL MIN. 24' IN GROUND. SEE DETAIL A ABOVE FILL 2/3 WITH APPROVED PLANTING BACKFULL WITH CLEAN SOIL OR SON. THEN WATER THOROUGHLY. REMOVE BURLAP FROM COMPLETE BACKFLL AFTER WATERING. TOP OF ROOTBALL X d' COMPACTED TOPSOIL BASE. PLANTING AND STAKING DETAIL - TO rot GAL. WRAP TRUNK WITH BURLAP 3- 2'X4'X60' BOARDS ON DETAIL A EDGE MITER ENDS. SET - lit 120 DEGREES APART 3- 2 "X4 'XI2' BOARDS i AROUND TRUNK. WRAP 2- METAL BANDS ;j 2 "X4'X12' DEADMAN TO SECURE BOARDS MIN EARTH TO FORM WATERING SAUCER. 3" SHREDDED MUL FINAL GRADE AROUND TRUNK SHALL BE 16' CLEAR OF TRUNKI THE SAME AS NURSERY GRADE. SEE DETAIL A ABOVE BACKFULL WITH CLEAN SOIL OR SAND AND WATER THOROUGHLY. PLANTING AND STAKING DETAIL - PALMS SETBACK LINE V 3 7 0 A e EXISTING \ CLASSROOMS f O 000 (D+,O,00 TYPICAL LAYOUT ALLOW FOR MATURE PLANT SPREAD BETWEEN SOD AND /OR PAVING MIX 2" APPROVED PLANTING SOIL WITH TOP 6' OF EXISTING SOIL ROOTED CUTTINGS OR 4' POTS PLANTING DETAIL - GROUNDCOVERS ALLOW FOR MATURE PLANT SPREAD BETWEEN DIFFERENT SPECIES. SOD AND PAVING 3' SHREDDED MULCH REMOVE BURLAP FROM TOP OF ROOTBALL. PLANTING DETAIL - I PLANT SHALL BE REMOVED FROM CONTAINER SO AS NOT TO BREAK OR DISTURB ROOT BALL. MOUND EARTH TO FORM WATERING SAUCER. FINAL GRADE AROUND TRUNK SHALL BE THE SAME AS NURSERY GRADE FILL 2/3 WITH APPROVED PLANTING SOIL, THEN WATER THOROUGHLY, COMPLETE BACKFILL AFTER WATERING. 4' COMPACTED TOPSOIL BASE. CONTAINER SHRUBS N N .O O X EXISTING a, BLACK OLIVE TO BE REMOVED EXISTING UPPER SCHOOL LIBRARY EXISTING THATCH PALM TO BE TEMPORARILY RELOCATED OUTSIDE OF CONSTRUCTION AREA NEW CORRIDOR r EXISTING LOWER SCHOOL LIBRARY NEW COVERED WALKWAY i i IF ;1 11 If If it I RELOCATED rJJ BELL TOWER_\ !` , I I I ! EXISTING PAVILION fit 1 I f ' � 1` I /L__ J r , 1 1 J 1 ' ` t / ;' ! j / ! I , 1 / 1 i 1 1` ( EXISTING TO REMAIN/ %f !` P, II if 1 if ( ; •'' �! lJ I 1 / lj I`' E 1$TING T 'REMAIN ( I I O O O O O O O O o O O O O o LANT LIST KEY QTY FLANT AND SFECIFIC,.ATION 54RU55, GROUND COVE RS AND ,ACCENTS COD 22 Codiaeum varieeatum 'Sloppy Fa inter' (Croton) 24 ". ht., 2T" spr, min., full 2' o.c. COR 3 Cordyline t. 'Red Sister' (14awaiian Ti) 3' ht., 24" spr., full, 3 p.p.p., 3 gal, XAN 40 Fhilodendron 'Xanadu' (DwF. Philodendron) 1011 ht., 18" spr., 2' a-c., 3 gal. SETBACK LINE ADMIN. EXIST. BUILI;ING NOTES ' Jt ! / I 1 1 1 / 11 j' I 'I All plant material to be, Florida #1 or better. Sod to be 5t. Augustine 'floratam', contractor to determine quantity. All sod and landscape to receive 10OZ coverage from automatic irrigation system using approved water source. Contractor responsible for all conditions and landscape specifications attached to this plant list. Plan and specifications shall be considered Contract Documents. Mulch, topsoil, and fertilizer to be applied according to specifications. SPrCIFIC; ATIONS NOMENCLATURE: All plant material used shall be true to name and size in conformity with the Florida Nurserymen's Grades and Standards, and shall be Florida Grade #1 or better. Plants which do not meet specif ication5 will not be accepted. PLANT LISTS: Quantities, sizes, and location of plants will be determined by plan and plant lists. Size of plant shall take precedent over container size. Spacing of ground covers will be determined by plant lists. Quantities shown or plant lists are to be used as a guideline only. Contractor will be responsible for verification of actual quantities called for on plans. Discrepancies should be brought to the attention of the Landscape Architect. SUBSTITUTIONS: No substitutions shall be accepted without consent of Landscape Architect. Any intended substitutions shall be detailed on the bid. PLANTING 50IL: Topsoil shall be, clean, sterile. and free of debris or other foreign material. Trees and palms shall be planted with a min. of 8' topsoil (50Z muck, 50Z sand) on sides and bottom of root ball. Rooted cuttings shall be planted in beds with a min. of 4' of topsoil worked into the top G' of existing soil. FERTILIZER Palm and Tropical fertilizer (12-4 -12) or approved equal shall be applied after planting and prior to mulching per manufacturers recommended application rates. it All shrubs MULCH: All trees shall be mulched with 3' of approved shredded mulch in a 3 foot dia circle. A and groundcover beds shall be mulched with 3' of approved shredded mulch in beds shown on plan or in beds 3' wide for hedges. Mulch should be Grade 'A' unless otherwise approved. PLANTING PROGEDURE: All plants shall be planted at soil levels at which they were previously grown. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions. Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to impede the natural growth habit. 5abal Palms are to be planted directly in sand. If necessary, excavate through any compacted building subgrade to undisturbed soil and backfill with planting soil. WATERING: All plant material shall be watered in thoroughly after �5tallation so as to remove all air pockets. Bd-B material shall be watered every day for a minimum one week period and thereafter so as to keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner of other watering requirements after installation. GUYING- All trees 8' or taller shall be guyed or staked to provide ample 5u port such that the material Will stay straight and true through the guarantee period. Methods used will be such that no injury i5 caused to plants. Guying shall be done at the option of the Contractor unless specifically requested by the Landscape Architect, however. Contractor shall still be responsible for all trees and palms remaining straight and true throughout the guarantee period. 001-212 500: Sod shall be dense, green, and well rooted, and free of debris. weeds, objectionable grasses. disease, or injurious insects. A complete G--G -G fertilizer shall be spread at a rate of 5 lbs. per 1000 sq. f t. Sod shall be watered to a depth of 4' of ter laying. All areas to be sodded shall be raked smooth and all debris removed prior to installation. GUARANTEE: All plant materials shall be guaranteed for 1 year after completion of project �� , Palms are to be guaranteed f or 1 year. Guarantee applies to health, position, and size. Re I W cost will be carried by Contractor. �3 S� � izn ; 1 6 .Z 0 1 Tawr c i ;G u' 9 6U`;aira -s FL DIGBY BRIDGES, MARSH & ASSOCIATES INC. F. "A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 LANDSCAPE ARCHITECTS - lit 132 North Swinton Avenue Fl. 33444 i I (561) 276 -5050 ;j FAX (561) 276 -8777 M r X II EXISTING BELL TOWER \, TO RELOCATED -- - -� BE r AS,SHOWN ON PLAN NEW - -- ' f� CLASSROOM 910 SQ. FT. EXISTING .. T1 OAK TO BE RELOCATED AS SHOWN ON PLAN EXISTING O W MAHOGANY 0 T` TO BE RELOCATED TO PLAYGROUND AREA A ` RK O lign III[ [fill III 11111 Ht I O ELEV. J 4., MECH. MECH— O O EXISTING THATCH PALMS TO BE TEMPORARILY RELOCATED OUTSIDE Gal OF CONSTRICTION AF O O � , \RELOCATED THATCH PALM e I If — _ Vo V 3 7 0 A e EXISTING \ CLASSROOMS f O 000 (D+,O,00 TYPICAL LAYOUT ALLOW FOR MATURE PLANT SPREAD BETWEEN SOD AND /OR PAVING MIX 2" APPROVED PLANTING SOIL WITH TOP 6' OF EXISTING SOIL ROOTED CUTTINGS OR 4' POTS PLANTING DETAIL - GROUNDCOVERS ALLOW FOR MATURE PLANT SPREAD BETWEEN DIFFERENT SPECIES. SOD AND PAVING 3' SHREDDED MULCH REMOVE BURLAP FROM TOP OF ROOTBALL. PLANTING DETAIL - I PLANT SHALL BE REMOVED FROM CONTAINER SO AS NOT TO BREAK OR DISTURB ROOT BALL. MOUND EARTH TO FORM WATERING SAUCER. FINAL GRADE AROUND TRUNK SHALL BE THE SAME AS NURSERY GRADE FILL 2/3 WITH APPROVED PLANTING SOIL, THEN WATER THOROUGHLY, COMPLETE BACKFILL AFTER WATERING. 4' COMPACTED TOPSOIL BASE. CONTAINER SHRUBS N N .O O X EXISTING a, BLACK OLIVE TO BE REMOVED EXISTING UPPER SCHOOL LIBRARY EXISTING THATCH PALM TO BE TEMPORARILY RELOCATED OUTSIDE OF CONSTRUCTION AREA NEW CORRIDOR r EXISTING LOWER SCHOOL LIBRARY NEW COVERED WALKWAY i i IF ;1 11 If If it I RELOCATED rJJ BELL TOWER_\ !` , I I I ! EXISTING PAVILION fit 1 I f ' � 1` I /L__ J r , 1 1 J 1 ' ` t / ;' ! j / ! I , 1 / 1 i 1 1` ( EXISTING TO REMAIN/ %f !` P, II if 1 if ( ; •'' �! lJ I 1 / lj I`' E 1$TING T 'REMAIN ( I I O O O O O O O O o O O O O o LANT LIST KEY QTY FLANT AND SFECIFIC,.ATION 54RU55, GROUND COVE RS AND ,ACCENTS COD 22 Codiaeum varieeatum 'Sloppy Fa inter' (Croton) 24 ". ht., 2T" spr, min., full 2' o.c. COR 3 Cordyline t. 'Red Sister' (14awaiian Ti) 3' ht., 24" spr., full, 3 p.p.p., 3 gal, XAN 40 Fhilodendron 'Xanadu' (DwF. Philodendron) 1011 ht., 18" spr., 2' a-c., 3 gal. SETBACK LINE ADMIN. EXIST. BUILI;ING NOTES ' Jt ! / I 1 1 1 / 11 j' I 'I All plant material to be, Florida #1 or better. Sod to be 5t. Augustine 'floratam', contractor to determine quantity. All sod and landscape to receive 10OZ coverage from automatic irrigation system using approved water source. Contractor responsible for all conditions and landscape specifications attached to this plant list. Plan and specifications shall be considered Contract Documents. Mulch, topsoil, and fertilizer to be applied according to specifications. SPrCIFIC; ATIONS NOMENCLATURE: All plant material used shall be true to name and size in conformity with the Florida Nurserymen's Grades and Standards, and shall be Florida Grade #1 or better. Plants which do not meet specif ication5 will not be accepted. PLANT LISTS: Quantities, sizes, and location of plants will be determined by plan and plant lists. Size of plant shall take precedent over container size. Spacing of ground covers will be determined by plant lists. Quantities shown or plant lists are to be used as a guideline only. Contractor will be responsible for verification of actual quantities called for on plans. Discrepancies should be brought to the attention of the Landscape Architect. SUBSTITUTIONS: No substitutions shall be accepted without consent of Landscape Architect. Any intended substitutions shall be detailed on the bid. PLANTING 50IL: Topsoil shall be, clean, sterile. and free of debris or other foreign material. Trees and palms shall be planted with a min. of 8' topsoil (50Z muck, 50Z sand) on sides and bottom of root ball. Rooted cuttings shall be planted in beds with a min. of 4' of topsoil worked into the top G' of existing soil. FERTILIZER Palm and Tropical fertilizer (12-4 -12) or approved equal shall be applied after planting and prior to mulching per manufacturers recommended application rates. it All shrubs MULCH: All trees shall be mulched with 3' of approved shredded mulch in a 3 foot dia circle. A and groundcover beds shall be mulched with 3' of approved shredded mulch in beds shown on plan or in beds 3' wide for hedges. Mulch should be Grade 'A' unless otherwise approved. PLANTING PROGEDURE: All plants shall be planted at soil levels at which they were previously grown. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions. Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to impede the natural growth habit. 5abal Palms are to be planted directly in sand. If necessary, excavate through any compacted building subgrade to undisturbed soil and backfill with planting soil. WATERING: All plant material shall be watered in thoroughly after �5tallation so as to remove all air pockets. Bd-B material shall be watered every day for a minimum one week period and thereafter so as to keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner of other watering requirements after installation. GUYING- All trees 8' or taller shall be guyed or staked to provide ample 5u port such that the material Will stay straight and true through the guarantee period. Methods used will be such that no injury i5 caused to plants. Guying shall be done at the option of the Contractor unless specifically requested by the Landscape Architect, however. Contractor shall still be responsible for all trees and palms remaining straight and true throughout the guarantee period. 001-212 500: Sod shall be dense, green, and well rooted, and free of debris. weeds, objectionable grasses. disease, or injurious insects. A complete G--G -G fertilizer shall be spread at a rate of 5 lbs. per 1000 sq. f t. Sod shall be watered to a depth of 4' of ter laying. All areas to be sodded shall be raked smooth and all debris removed prior to installation. GUARANTEE: All plant materials shall be guaranteed for 1 year after completion of project �� , Palms are to be guaranteed f or 1 year. Guarantee applies to health, position, and size. Re I W cost will be carried by Contractor. �3 S� � izn ; 1 6 .Z 0 1 Tawr c i ;G u' 9 6U`;aira -s FL DIGBY BRIDGES, MARSH & ASSOCIATES INC. F. "A. ARCHITECTS & PLANNERS. 124 N.E. 5TH AVENUE DELRAY BEACH, FL. 33483 (561) 278 -1388 LANDSCAPE ARCHITECTS AND LAND PLANNERS 132 North Swinton Avenue Fl. 33444 Delray Beach, (561) 276 -5050 ;j FAX (561) 276 -8777 M NOTE: All drawings for this projeci are to be read in conjunction with each other. These include, but are not limited to: Architectural, Surveying, 'Irr turoi, CIVIs, Mechanical, Electrical, Specialty Drawings, and Written Spec- ifications. Contractor to verify all existing site conditions and thoroughly check elevations and dimcrsien3 before commencing work. Report to the architect engineer any discrepancies, error or conditions that will alter construction as intended by these drawings. Architect is not responsible for any work and /or materinis furnished on the job.