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DRAWINGS
■ 3/16 " =1' -0" DIMENSIONS FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS REINFORCEMENT WF -1 18 CONT. 12" 245 CONT. WF -2 20" CONT. 12" 345 CONT. WF - 3 28" CONT. 12 345 CONT. & #5 TRANS. @ 24" O.C. F -1 3' -0" 3' -0" 12" 345 EA. WAY BOT. F -2 4' -0" 4' -0" 12" 445 EA. WAY BOT. F -3 5-0" 5-0" 12" 545 EA. WAY BOT. F -4 6, -0" 6; -0" 12" 6- #5 EA. WAY BOT. F -5 6 ' - 6" 6 12 645 EA. WAY BOT. F -6 7-0" 7-0" 14" 745 EA. WAY BOT. F -7 8' -6" 8' -6" 18" 845 EA. WAY TOP & BOT. MF -1 16" CONT. 12" 245 CONT. COLUMN SCHEDULE MARK MATERIAL DIMENSIONS REINFORCEMENT /SIZE DETAIL c-1 CONCRETE 8x 12 445 VERT W/ #3 TIES @ 8" O.C. a 9 STEEL 5 x 5 HSS 5x5x5/16 I <I' c CONCRETE 8x 16 446 VERT W/ #3 TIES @ 8" O.C. Sheet of by: PLAN NOTES 1. • INDICATES ADDITIONAL #6 VERTICAL BAR IN GROUT FILLED CELLS. 2. FLOOR SLAB SHALL BE 4" CONCRETE SLAB W/ 6x6- W1.4 x W1.4 WELDED WIRE FABRIC COVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED, COMPACTED SOIL. 3. ALL MASONRY WALL SHALL BE REINFORCED W/ #6 @ 48" O.C. IN GROUT FILLED CELLS. (GROUND FLOOR UP TO ROOF LEVEL) 4. INDICATES RUNNING BOND - COMMON BLOCK 5. FOOTINGS ARE PROPORTIONED FOR AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF. 6. TOP OF STEM WALL FOOTINGS ELEVATION = -1' -4" U.N.O. 7. S.J. INDICATES SAW CUT JOINT. SEE SHEET S -5 FOR DETAIL 8. E.J. INDICATES EXPANSION JOINT. SEE SHEET S -5 FOR DETAIL 9. T P OF ISOLATED FOOTINGS ELEVATION = -1' -4" 10. a INDICATES CONCRETE SLAB POURED WITH BUILDING SHELL. )A RICED N 0 7 2014 i REV - k "Ig6a -4 All vicrk, invoiced on this permit shail conform nth ai :ty of Eoyntc;r Bzach Buildnp Ced;s TRIO DESIGN CONSULTANTS, LLC. C.O.A. #27578 DAVID B. ROGERS, P.E. FLORIDA REG. NO. 54981 17100 COLLINS AVE. SUITE 224 SUNNY ISLES BEACH, FL 33160 M 00 Uq W N N o2O a= Q Uj a 0 Lm �o o� cn 0 Om 0 U Z W Of U w U ao Q w U') REVIE'AlED BY DATE structural)� �LO Plumbing Mechan� � P & �- REVISIO FomstE i Fire I <I' Police � a O Sheet of by: a All vicrk, invoiced on this permit shail conform nth ai :ty of Eoyntc;r Bzach Buildnp Ced;s TRIO DESIGN CONSULTANTS, LLC. C.O.A. #27578 DAVID B. ROGERS, P.E. FLORIDA REG. NO. 54981 17100 COLLINS AVE. SUITE 224 SUNNY ISLES BEACH, FL 33160 M 00 Uq W N N o2O a= Q Uj a 0 Lm �o o� cn 0 Om 0 U Z W Of U w U ao Q w U') e BL DG. Scale AS NOTED �LO L O OWNER � o REVISIO 0 o ST REVISIONS � a O Sheet of a a �r i Q 0 ry 0 LLJ z LLJ U U Q W Cf) m V z W O z � �z m0 III M 0 Qw ry > 0 Q I— Cn Cn I cn —w CD z 0 U T: 305.940.0555 F: 866.295.3579 Contract Permit Bid e BL DG. Scale AS NOTED COMME OWNER °� RB REVISIO ST REVISIONS � a T: 305.940.0555 F: 866.295.3579 Contract Permit Bid Date 03/24/14 Scale AS NOTED °� RB Drawn DBR Job I— STORAGE � a Sheet '• �r Of 1/5 Sheets �Mp Lo V N MN Z N o t o o 0 — 00 (0 W 52 1 04 Q = Q W ¢ ~ Q ° v W Z w jo "' o 0 = 0 v ❑0 � a Elu=q Ld rn o 00 0 o ry a Q D O � LL W � U W � U W CO m (I W 0 z� V) m0 M w 0 Qw ry > 0 Q �Cf) I � — W ry CD z 0 U 3 REVISIONS DATE BLDG. DEPT. 1 COMMENTS 7/16/14 BLDG. DEPT. 2 COMMENTS 8/26/14 BLDG. DEPT. 3 COMMENTS 9f29f14 STOREFRONT 4 REVISIONS 0/29/14 Contract Permit Bid Date 03/24/14 Scale AS NOTED Drawn DBR -Job I— STORAGE Sheet S -2 Of 2/5 Sheets EL. +24' -6" TOP OF FRAMING 6" - 18 GA. METAL TRACK CONT. 18 GA. CLIP ANGLE 6" x 1 5/9'- 18 GA. METAL STUDS @ 16" O.C. W/ 5/8" 5/8" PLYWOOD ---, PLYWOOD EACH FACE fig — - - - - - - - - - - - - - --------- EL. +20' -8" TOP OF CMU 4 - # 12 SCREWS @ EA. 8x16 BOND BEAM INTERSECTION (TYP.) W1 245 CONT. 6" x 1 5/9'- 18 GA. METAL STUDS @ 16" O.C. TOP & BOTTOM 6" - 18 GA. METAL TRACK W/ (2) 114'x 2" TAPCONS @ 8" O.C. 8" CMU W/ 1 - #6 VERT @ 24" O.C. IN GROUT FILLED CELLS L 4x4x1/4 CONT. JOIST BEARING PLATE 1 1 /2" METAL 1/2" x 6" x 6" W/ (2) 1/2" O x 6" LG. HD. STUDS DECK EL. +15' -4" JOIST BRG. FRONT - - - - - - - - - - - - - EL. +17'-0" JOIST BRG. REAR --- STEEL JOIST MASONRY BEAM SEE PLAN CONC. BEAM - SEE PLAN STOREFRONT SEE ARCH. DWGS. H M O C%4 U N MN z in — _ to ¢3 Q u j Q H M U z w o� ~ N o ° m = C) U El Q LLJ LO Date 03/24/14 � H Drawn DBR Job H O S -3 3/5 Sheets 0 O of Q Q 0 ry 0 W z W U U � W C) M �z w 0 z� M 0 Li M CD Q W ry > 0 Q Cn Cn —W CD z 0 U f •• WALL SECTION 3/4" 1' -0" WALL S ECTION 3/4" 1' -0" 6" HIGH CONCRETE CURB W /1- #5 CONT. (2) 2x6 CONT. WOOD LEDGER W/ 5/8"0 EXP. ANCHOR @ 16" O.C. & 5" EMBED INTO GROUTED SOLID CMU �- - SIMPSON STRAP H2.5T TOP & BOT 5/8" PLYWOOD WOOD TRUSSES @ 24" O.C. _ EL. +9' -0" TOP OF ST `— - SIMPSON LUS26 JOIST HANGER (2) 2x6 CONT. WOOD LEDGER W/ 5/8"0 EXP. ANCHOR @ 16" O.C. & 5" EMBED INTO BEAM 12 "x16" THICKENED SLAB EDGE W/245 CONT. CONC. SLAB EL. +0' -0 FINI FLOOR #5 VERT. @ 24" O.C. WALL SECTION EL. –1' -4 " TOP OF FOOTING FOOTING BEYOND 3/4 : 1 a — 0" f TRIO DESIGN CONSULTANTS, LLC. C.O.A. #27578 DAVID B. ROGERS, P.E. FLORIDA REG. NO. 54981 17100 COLLINS AVE. SUITE 224 SUNNY ISLES BEACH, FL 33160 T: 305.940.0555 F: 866.295.3579 Contract Permit Bid Date 03/24/14 Scale AS NOTED Drawn DBR Job I– STORAGE Sheet Of S -3 3/5 Sheets 3/4" : 1' -0" WALL SECTION 3/4" 1' -0" 1-r) 0/-+ w n i --r LG. ANCHOR BOLTS SECTION @ COLUMN 3/4 V-0 " SECTION @ GIRDER BEARING EMBED PLATE 1/2 "x12 "x16" W/ (6) - 3/40 x 5" HEADED STUDS STEEL PLATE 1/2"x6 "x12" CONCRETE COLUMN 3/4" 1' -0" TRIO DESIGN CONSULTANTS, LLC. C.O.A. #27578 nO U-) W N F- ►M N r in o'0 O � CO oc �2� Q a W� a 0 Q Li Z O N O O m O U Z W U W F- S U r-1 w Q F =�) WL0 M Contract Permit Bid O Scale AS NOTED D 0 O Of Q Q S 0 ry 0 r W z W U U Q W C) m Cf) I 0 z� Cf) m0 III M CD Q L� ry > 0 Q — W ry CD z 0 U REVISIONS DATE BLDG. DEPT. 9/29/14 COMMENTS A O WN ER iras 10/6/74 DAVID B. ROGERS, P.E. FLORIDA REG. NO. 54981 17100 COLLINS AVE. SUITE 224 SUNNY ISLES BEACH, FL 33160 T: 305.940.0555 F: 866.295.3579 Contract Permit Bid Date 03/26/14 Scale AS NOTED Of 4/5 Sheets WALL SECTION C,4 M O L0 U N MN z � N - 000 ( LL LL W) w �w m U z W N om = I U F11 El E__� Q W L0 COMME BLDG. DEPT. Date M H AS NOTED REMSIO DBR Job O Sheet Of S -1 1/5 Sheets D 0 O ry Q Q Q 0 ry 0 W z W U 0 Q W () m V z w z� C/7) ::D� m0 III M 0 Qw ry > 0Q �V) I Cn - W CD z 0 0 Contract Permit COMME BLDG. DEPT. Date 03/24/14 OWNER AS NOTED REMSIO DBR Contract Permit Bid Date 03/24/14 Scale AS NOTED Drawn DBR Job I— STORAGE Sheet Of S -1 1/5 Sheets 8x16 BOND BEAM W/ 245 CONT. IIII _ EL. +20' -8" TOP OF PARAPET — 8" CMU W/ 1 - #6 VERT @ 24" O.C. IN GROUT FILLED CELLS EL. +24' -6" TOP OF FRAMING 6" - 18 GA. METAL TRACK CONT. 18 GA. CLIP ANGLE 6" x 1 5/8" - 18 GA. METAL STUDS @ 16" O.C. W/ 5/8" 5/8" PLYWOOD PLYWOOD EACH FACE EL. +20' - 8" TOP OF CMU -- 4 - # 12 SCREWS @ EA. 8x16 BOND BEAM INTERSECTION (TYP.) W/ 2 - #5 CONT. 6" x 1 5/8" - 18 GA. METAL STUDS @ 16" O.C. TOP & BOTTOM 6" - 18 GA. METAL TRACK W/ (2) 1/4" x 2" TAPCONS @ 8" O.C. 8" CMU W/ 1 - #6 VERT @ 24" O.C. IN GROUT FILLED CELLS 1 1 /2" METAL DECK JOIST BEARING PLATE 1/2" x 6'x 6" W/ (2) 1/2" 0 x 6" LG. HD. STUDS EL. +15' -4 J BRG. FRONT EL. +17' -0" JOIST BRG. REAR 8" CMU W/ 1 - #6 VERT @ 48" O.C. IN GROUT FILLED CELL 1/2" EXP. JOINT CONC. SLAB --1 EL. +0' -0" FINISH FLOOR_ FOOTING - - _ EL. —1 -4" TOP OF FOOTING _ SEE PLAN WALL SECTION 3 /4 : 1 ' - 0" WALL SECTION 3/4 V-0 " i m L 4x4xl /4 CONT. JOIST BEARING PLATE 1 1/2" METAL 1/2" x 6'x 6" W/ (2) 1/2" DECK 111 Z 0 x 6" LG. HD. STUDS EL. +15' -4" JOIST BRG. FRONT ___________— EL. +17' -0" JOIST BRG. REAR g_. L. j++ (2) 2x6 CONT. WOOD LEDGER W/ 5/8 "0 EXP. ANCHOR @ 16" O.C. & 5" EMBED INTO GROUTED SOLID CMU STEEL JOIST — SIMPSON STRAP H2.5T MASONRY BEAM _.a- '" TOP & BOT SEE PLAN a CONC. BEAM y SEE PLAN z . 5/8" PLYWOOD WOOD TRUSSES @ 24" O.C. EL. +9' - 0" TOP OF STOREFRONT `---- SIMPSON LUS26 JOIST HANGER (2) 2x6 CONT. WOOD LEDGER W/ 5/8 "0 EXP. ANCHOR @ 16" O.C. & 5" EMBED INTO BEAM STOREFRONT SEE ARCH. DWGS. 6" HIGH CONCRETE CURB W /1- #5 CONT. TRIO DESIGN CONSULTANTS, LLC. C.O.A #27578 12 "x16" THICKENED SLAB EDGE W/245 CONT. CONC. SLAB EL. +0' - 0" FINISH FLOOR #5 VERT. @ 24" O.C. FOOTING SEE PLAN WALL SECTION EL. —1' -4" TOP OF FOOTING FOOTING BEYOND 3/4 1 ' - 0" OCT — D 20 &DING I DAVID B. ROGERS, P.E. FLORIDA REG. NO. 54981 17100 COLLINS AVE. SUITE 224 SUNNY ISLES BEACH, FL 33160 T: 305.940.0555 F: 866.295.3579 i ME L 4x4xl /4 CONT. STEEL JOIST MASONRY BEAM SEE PLAN Mp 04 W N CD F M N N o c ° o O 00 M 04 �U-) Q = Q w Q Q �w �m �o o z 5- �' o 0 0 0 C3 Z W d✓ I— U w U ❑ 1 W LO BLDG. DEPT. 1 COMMENTS � F 10/5/14 Scale AS NOTED Drawn DBR Job O Sheet S Of 3/5 -3 Sheets Q Q 13 Q t� 0 ry �- W ^ z W U U Q W (n m V z W � z � �z M 0 W m C ^ Q W ry 0 Q V) (/-) (n —W CD z 0 U REVISIONS DATE BLDG. DEPT. 1 COMMENTS 9 /ZSJ1 A 2 OWNER REVISIONS 10/5/14 Contract Permit Bid Date 03/24/14 Scale AS NOTED Drawn DBR Job I– STORAGE Sheet S Of 3/5 -3 Sheets HMO Lo LO C) 0) C-4 in < to c:) 00 0 C14 ZF) zttz 17. ir) W 3f < L < LI Ld M O S 0 V) 0 C) M O (3 Z U; F- 0 LLJ 0 El uj U __j M Date 03/26/14 Scale LO Drawn DBR Job I—STORAGE Sheet Of 0 0 < < r ry 0 ry < U I I I V) M CIO 0 m0 III M 0 < ry > 0< I— V) V) v) III ry 0 7 7 0 C) REVISIONS DATE BLDG. DEPT, 9/29/14 COMMENTS X OWNER 10/6/14 REVISIONS Contract Permit Bid Date 03/26/14 Scale AS NOTED Drawn DBR Job I—STORAGE Sheet Of S-4 4/5 Sheets G c GUARD RAIL ( (TYPICAL) I REAR SETBACK SOO "16'43 "E 0 - POB: PARC I - C GNN GNN WV A P3 -HSS 0 ME: 25 EXISTING SCHOOL ° — \ - ZONE LIGHT \` \ i BAHIA sod � I for drainage area ° WV \ \ \ 100 / METAL VER EAHIA sod MUN STRUCT RE for drainage \ 35 I area Fire N z one { \\ \ mulch E1 j \ RI RAP z� HEAD ALL O Y \ \\ \ \ \.° �� GNN Q Y 5 \ \\ \ \ ` 1 a\ 100 ERN Q MUN 0 EXISTING G l - c R 3 ,� c R 24H:15 C R - G Qv o cN++ UTILITIE I — — ° 60 AA HAM 24 DUMPSTER 10 �„ �����M0��M��� �MD ° DIA PIA ENCLOSURE l0 �� 1 14 GNFI D D M D D M D D D D D D D D D D D D D D D � D � D D ❑ D " D O `� I _ 2 DIA , PLE ti 1 GNN 14 D q 1-- G — 1 AGA ERN 00 S LOADING 21 AA 19 ° .' AA 3 CNN I I ! a 3 = _ 8 16f0 AREA CNR GRE o D D 20 IA 130 , P3 -HSS I -- 0 r w O 5D ACA CRO S S �` D om/ G , q ' Mx : 25 0 (x� ° P� D' p H � 2 IRRIGATION � � ' PARC L © ) l _ LLJ ° °o EQUIP. W D D A q PORTION OF TRAC A, LAWSON �• `� 8– W - D � 'D \ BAHIA sod / INDUSTRIAL PARK PLAT NO. 1 Lie I 5 U Z y a , for drainage (PLAT BOOK 42, PA ES 134 -135) MUN ctj 41 —_ / I W O U TRANSFORMER a FPL area �L I Qj H (� 1 _ �S�S �S�` q CNN Z \ <Z - - -- - W n I - - ME 2 W I - ME 15 N q q I _ a ° Ld G I ^' Q B IA sod 5/ I q �� I for ralnage _ OFFICE 10 zyJ P3 -HSS r � - I t4M -1 , I ME: 25 Li ASP q - O W , AcA ONE STORY BUILDING MH :9 BAHIA sod w Q I jy = C � �+ , 20Q SF , PLE for dr area ainage Q LL- o� A� q q rn W T. PROPOSED H OF 24 -8" GRE a , ('" I 0 5' � UFFER ° (� rv` G S S 0 368 W ��� G \ q I 4 MUN TRD t, GRE G , , t GNN Y c 1 ACA v, z Z Q l AA l0 'L5 q / Q m �- Mx: �- p I 1 PLE " O / n IM -1 22 BIKE RACK AA 15 , / , I - • � � ' " "•" DIA (AWNING ABOVE) 25 � a \ o 9 G GRE D a �� U E q /� 4 _ 4 , I6 G a Qv i *_ Do TRASH RECEPTACLE sus s �Dw`! MH:'25 e G DIA 1 —,� W � q _ _ �■ — AA ° _ 14. Mx . 1 � �!� d - . - A 4 y �D P3 -HSS 35 AA A 30 � 7 23 Mx: 25 GORE 3 48 WC, ,A 3PLE 2 DIA 40 � CNN 3 Qv e I I a - ACA 5 2Q KM i POD v, �$ KM 1 1 POD CNN 16 I • G ` uaa -1 imp CNN i CNN CE 28 o o ben h p o j e c- t d r -_ -. Qv btu I 25 GNN 10 i stor a: e i vl0 L ° a Q ° POD BAHIA sod 1 e� / BAHIA sod for drainage [3 n �G i - For drainage area t I I G� I area* ` 4 tj ° ( °.SOD for firs P3 -HSS t, rant clear z P1H: 25 { ` s Q INGRESS EGRESS EASEMENT I a � � (0. R. BOOK 20779, PAGE 210) a 25'x 25' VISIBILITY TRIANGLE �N ■ ■ ■ ■ ■ ■ I Iand8C8p� arch�t�cturelpiarl,g 4 r ■ � Q ■ ■ r ■ ■ r ■ ■ ■ ■ �� / \ I dellrny bench. florida 33445 t —60.0' ■ ■ ■ ■ ■ ■ ■ ■ S87 °29'13 "W 223.23 ( ( F) ) ! s 561 27G - G311 #LAOOOOggg 120.0 THROAT DISTANCE �` WV ' � " � � �� ( �;! sheet title- WV WV - — _-- — — — , �' �� W plantin < plan , �11 4 I pro e-ct number I` L G D LI L �-� �� �{JCti �� date 11-5-13 NOTE: Prior to permit application, the Public Works Department will be contacted regarding _ R 1r 0, Y scale= 1 - 10 the removal of refuse during the construction phase per the CODE, Section 10- 2ro(a). ; " �-otA �2 1 �� drawn b st EXISTING TREES TO BE REMOVED (-$- I NEUJ LOCATION OF RELOCATED TREES 4e ALL OR INVOLVED ON THIS PER IT SHALL cO FOR pp g This Landscape Flan meets the cit 's code and the app licable buildin code in /" / \ €� r AtLCrrY®F YN U/ L°/NGCO ES. revisions I + I EXISTING TREES TO REMAIN effect at the time of permit application ` ; • PROPOSED PALMS � [�} i LIGHT POLE - a ! -g Q 12 -17 -13 resubmittai Date. 1 -10 -14 city comments i ` ® 1 -21 -14 city comments All above ground mechanical equipment shall be visually screened. ( • i EXISTING PALMS TO REMAIN PROPOSED TREES E ®6 -27-14 sty comments ®11 -4 -14 Back -Flow reventers Shall be p ainted h to match the p rincipal I structure. _ p p p p � EXISTING TREES TO B E RELOCATED DEC 0 5 2014 . CODE CO FL i ANC DATA CODE COMPLIANCE DATA Article II - Landscape Design 4 Buffering Standards Sec. 4 - Standards A. CITY WIDE STANDARDS 1. Native 4 Drought Tolerant Species Plant materials to be used are limited to "low" and "medium" plants identified in Water Wise. 2. Prohibited Species as classified cat I. by FLEPPC cannot be used. 3. All plants to be FL 0 1. a. Trees: 4" cal a 6" above ground. Palms must have 6' of clear wood. (1) Signature trees. I" cal. at time of planting. (2) Number of species. (a) min of 4 species required 6 species provided (b) If signature trees are 4 cal, they may count towards min. number of species. (c) 3 palms in clusters with varying heights count as 1 tree. b. Shrubs 4 Hedges 24" ht. x 24" spr., tip to tip spacing (may be 15" ht. if on berm to produce 36" ht-) II Landscapingg within RO.W. a. Permits must be obtained (1) Sod may be used but must be kept to 6" or below in height. (2) All trees must have S' clearance. (3) All landscape in swales (r.ow.) must conform to FD.O.T. and Palm Beach County standards. (4) Property owner will maintain all landscaping within swales. 12. Landscaping within off street parking lots a. Required Landscaping 25 SF of parking lot islands per parking space 31 spaces x 25 SF = SF required 2,294 5F provided b. Tree size 4 t�pe Trees proposed in islands shall correspond with size descriptions in "Water Wise ". c. Large islands 15' width min. dimension. Must contain 1 large tree per "Waterwise" 15% of islands must be large 6 large islands required 6 large islands provided 6 large trees required 6 large trees povided d. Small islands 10' min dimension must contain 1 small tree 2 small islands required 2 small islands provided 2 small trees required 5 small trees provided e. Plantings All islands must be entirely planted with shrubs F. Cross visiblitu Plants to be maintained below 30" and above 5' C. SUBURBAN LANDSCAPE CODE Building or Structures abbutting RO.W. Congress Ave min. 7' landscape strip required (overhead poweritnes) min a' landscape stirp provided A continuous hedge required 15' ht, x 6' spr., 4 cal. continuous hedge provided 1 tree / 30' required Green Buttonwood 150' x 30' = 5 trees required C 5 trees provided Building or Structures abbutting RO.W. relocate (Access Easement) Live Oak 1 tree / 30' relocate Sl' / 30' = 3 trees required 11 3 trees provided low continuous hedge required 4 ca I. continuous hedge provided 3. Perimeter Landscape Buffers 1466 Southern Propert5 Line - Eastern Portion 12' ht. x 4' spr_ 2 cal. ape I Buffer (Compatible land use) Y 1 tree / 30' Silver Buttonwood 49' / 30' = 2 trees required 2 trees provided hedge required hedge provided East Property Line T ne I BuFfer (Compatible land use 1 tree / 30' 150' / 30' = 5 trees required 7 trees provided hedge required hedge provided North p ropert y line abutting single famllc� one II Buffer (incompatible land use) 1 tree / 20' 233' / 20' 12 trees required 14 trees provided 2 staggered rows of shrubs required 2 staggered rows of shrubs provided 6' masonry wall required 6' masonry wall provided SEC. 6 COMMUNITY DESIGN B FOUNDATION LANDSCAPING AREAS I. Applicability - All front 4 side elevations 4 rear elevations where visible from R.O.W.s 3. Standards a. max. distance from facade - 15' In. min. width - 5' min. c. Shrubs - continuous row or within 10' wide clusters 15' apart d. Trees - min. 1/2 building height For buildings under 45' high TOTAL TREES REQUIRED = 35 TOTAL TREES PROVIDED = 43 exist or proposed TOTAL IMPERVIOUS = 24,61a2 SQ, FT. TOTAL PERVIOUS ■ 19,166.4 SQ,. FT. silver buttonwood trees counted 2 For I, except for speciman silver buttonwoods on congress ave., which are counted 1 to 1. project= 1 stc>r'a.g4 boynton beach f lorida X3f ` dave:'�;r< landscape architecture /planning, inc. G01 n. congress ave- suite 105 -a delray beach, florida 33445 5G1- 276 -6311 4LA0000999 Sheet title: pl an ti ng . plan project number 6513 d ate-: 11 -5 -13 scale: as si drawn by: st EXISTING fifREE LIST SYM TREE TYPE DESCRIPTION STATUS A Live Oak 15' ht, x 6' spr., 4 cal. relocate B Green Buttonwood 15' ht. x IV spr., 4" cal. relocate C Live Oak 16' ht. x 10' spr., 4" cal, relocate D Live Oak 16' ht, x 12' spr., 4" cal. relocate f=L ,4NT L i 5T = Tf;�,>EE,5 N high RO.W. strip St. Augustine Floratam 5" BOTANICAL /COMMON NAME SPECIFICATIONS QTY NATIVE WATER NEED GG Capparis cynophallophora 4' ht. x 3' spr. I N low Jamaica Caper SOD for slope 5tenotaphrum secundatum full, Fresh sod - n3 ® CE Conocarpus erectus 16' ht, x 6' spr. 11 Y low Green Buttonwood 4 ca I. BAHIA sod for Paspalum notatum full, fresh sod 1466 * GS Conocarpus erectus sericeus 12' ht. x 4' spr_ 2 cal. 3 Y low Silver Buttonwood single trunk BAHIA sod for Paspalum notatum Full, Fresh sod 3"182 IA Ilex attenuata 16' ht. x 6' spr. 6 Y medium East Palatka Holly 4 cal. FL ANT L 1ST - QV Quercus virginiana 16' ht. x 6' spr. 6' c.t. 6 Y low Live Oak 4 cal. 24" ht_ x 24" spr., 26 N Note: Caliper a 6 above ground CopperleaF 24" o.c. * Counted at 2 to 1 because of small species under FPL power lines ARD Ardisia escallonoides 36" ht. x 24" spr., 100 fL ,4NT L 1ST - F ,42-15 Marlberry 24" o.c. 5YM BOTANICAL /COMMON NAME SPECIFICATIONS QTY NATIVE WATER NEED AA Archontophoenix alexandras oa. hts. as noted on plan, 13 N low Alexandra Palm 12' min. clear wood, single trk CHH Chrysoba I anus horizontalls 16" ht. x 16" spr. 445 5P Sabal palmetto 20' oz. hts., 8 Y low 5abal Palm 12' min. clear wood CHR Chrysobalanus icaco 24 ht. x IS" spr. =jQ) 8 * Palms Counted at 3 to 1 IIIIIIIIIIII Cocoplum 24" o.c. FLANT L I S T - GfROUNDCOVFF CRO Crossopetalum ilicilolium 24" ht. x 24" spr., 160 5YM BOTANICAL /COMMON NAME SPECIFICATIONS QTY NATIVE WATER NEED ASP Asparagus dens. myer 12" ht. x 12" spr., 3 ® N 115 Foxtail Asparagus 18" o.c. Golden Creeper 24" o.c. DIA Dianella tasmanica 12" ht. x 12" spr. 190 ® N 23 Variegated Blueberry Flax Lily IS" o.c. Florida Privet 24" oz. GRE Microcarpa green island 10" ht x 10" spr., g-t0 N 40 Green Island IS" o.c. Firebush 24" o.c. TRD Trachelospermum asiaticum 4" ht. x 6" spr., 400 Q N 120 Dwarf Asian Jasmine IS" o.c. Muhiy Grass 24" o.c. SOD For Stenotaphrum secundatum full, Fresh sod 40 N high RO.W. strip St. Augustine Floratam sq. ft. SOD For Fh. 5tenotaphrum secundatum full, fresh sod 132 Q N high clear zone St. Augustine Floratam sq. ft. SOD for slope 5tenotaphrum secundatum full, Fresh sod - n3 ® N high stabilization St. Augustine Floratam sq. ft. BAHIA sod for Paspalum notatum full, fresh sod 1466 N medium bank stabilization Bahia and sq. ft. BAHIA sod for Paspalum notatum Full, Fresh sod 3"182 N medium drainage area (east) Bahia Sod sq. ft. FL ANT L 1ST - SYM BOTANICAL /COMMON NAME SPECIFICATIONS QTY NATIVE WATER NEED ACA Acalypha wilkesiana 24" ht_ x 24" spr., 26 N medium CopperleaF 24" o.c. ARD Ardisia escallonoides 36" ht. x 24" spr., 100 N medium Marlberry 24" o.c. BOU Bougainvillea app. 5' ht. x 3' spr., i N low Bougainvillea Standard 2 cal.,standard CHH Chrysoba I anus horizontalls 16" ht. x 16" spr. 445 Y medium Horizontal Cocoplum 24" o.c. CHR Chrysobalanus icaco 24 ht. x IS" spr. =jQ) 8 Y medium Cocoplum 24" o.c. CRO Crossopetalum ilicilolium 24" ht. x 24" spr., 160 N medium Quail Berry 24" o.c. ERN Ernodia littora lis 24" ht. x 24" spr., 115 N medium Golden Creeper 24" o.c. FOR Forestiera seeregata 18" ht. x 15" spr. 23 Y medium Florida Privet 24" oz. HAM Hamelia patens 24" ht. x 24" spr., 40 N low Firebush 24" o.c. MUH Muhlenberela capillaris 24" ht. x 24" spr., 120 N medium Muhiy Grass 24" o.c. PLE Dracaena reflexa 4' ht. x 3' spr., 3 ppp 5 N Variegated Pleomele POD Podocarpus macrophyllus 36" ht. x 24" spr., lg N medium Podocarpus Hedge 24" o.c. VIO Viburnum obovatum 24" ht. x 24" spr. 241 Y low Wa Iters Viburnum 24" o.c. "a A" - -� Buttonwood L. x 8' spr., t., 5 cal. :an Caper .x3'spr. srry ^it. x 24" spr., 24" o.c. masonry wall :0 4 paint to match tecture " stucco band -ative wall 4 column cap 9tch architecture T 5 = H iG;HT 4 5F AD IN6TAL ATiON 4 iNSFECTiON [DETAI FALt"15 = �4 iGI4T $ Sf=fR AD INSTALLATiON $ iN5F CTiON DETAiL5 G;f;P-,0LAE) COVE fR - �4 iG�4T 4 5f AD iN5TALLATiON iN ,5FECTiON DETAILS 12" spr. 18" oc. 10 spr. W spr W18" oc. I Var. 5lueberr4 Flax Lilu, Greer island ED f. ,461ar Jasmine Foxta i l Aspa ra due 5�4fRU 5 _ �4 iG�4T 4 iN5TALLATION IN5F CTiON D TALL - 24" spr. revisions: Live Oak Greer P uttonwood East Palatka NollU 511ver 8uttorwood Alexandra Pa lm Covera hts. noted < on plan) 5a ba l {tea lm T"'f=E 11 51JEFER DE TAI L (NOIRTH SiDE) SCALE: 1/4" = 1' -0" 1 Iarlber% Foboc rpue 14oriz. Cocoplum Gopperlea f Wa Itere Viburnum Florida T=rivet Cocoplum Applicable Documents: A. These Specifications and the requirements hereinafter will Govern this project during the installation, guarantee and ma intenance period. scope of Work: A. The work specified by this Section of the specification and on the Plans consists of furnishing ail labor, machinery, tools, apparatus, means of transportation, supplies, equipment, materials, services and incidentals necessary to complete the work as indicated on the Plans and in the Specifications, as well as all other related responsibilities, including all change and repairs incident thereto. B. The work shalt include, but not be limited to, Furnishing material, root pruning where required, layout, protection to the public, excavation, installation, baekfilling, grading, fertilizing, mulching, staking and guying where required, watering, pruning where required, sod installation, weeding, cleanup, maintenance and guarantee. C. Quantities and Location: The Landscape Architect reserves the right to adjust the numbers and locations of the designated types and species to be used at any of the locations shown in order to provide for any modifications which might be necessary. D. Investigation of subsurface Condition: The Contractor shall be responsible for making site subsurface investigations and examination as he or she chooses in order to become familiar with the character of the existing material and the construction conditions under which he or she will work These subsurface investigations and examination shalt be included in the bid. The Contractor shall not racetve separate, additional compensation for this. E. The Landscape Contractor shall be paid for only those units that are installed at the time of request for payment. The contractor's unit prices shalt be the basis for said payment. The final amount of payment may or may not be the total sum of the contract depending on the number of units installed. F. Ten percent (10%) of the total contract price will be hold as retainer for °,10 days after final written acceptance. G. The Landscape Contractor will coordinate his work with all other trades at the Job &its. (2) Palm frond tying shall be as set forth in the latest edition of the Florida Department of Agriculture's "Oradea and Standards for Nursery Plants ". tying palms shall be at the option of the Contractor. The Landscape Architect may direct the Landscape Contractor to untie Palm Fronds to accommodate an owners "grand opening ". The Contractor may ratio the palm after the event. This untying will not affect the guarantee or represent an additional cost to the owner. (3) To reduce head volume, Palm fronds may be taper trimmed by not more than one - third. (4) Palms with mechanical damage, such as from cables, chains, equipment and nails, shall be rejected. I. Chlorosie: The allowable level of Chlorosia to foliage shall be set forth in the latest edition of the Florida Department of Agriculture's "Grades and Standards for Nursery Plants ". J. Plant material shall not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 1C Root pruning of plant material, when n c- ossary, shall be done a minimum of 4 weeks, or for a period as determined by the Landscape Architect, prior to planting at the project. sod: A. Sod shall be solid sod and slain be standard quality grade. Note. Quality grade shall be based on the standards of sod quality grades (premium, standard or comma'clal) as established by the Turf grass Producers Association of Florida Inc. The sod shall be well matted with roots and of firm tough texture having a compact top growth and heavy root development. sod shall be free of objectionabla graaay and broad leaf weeds. sod shall not accepted If it contains Bermuda Grass. Sod aection snail be strong enough to support when suspended vertically from a firm grasp on the upper 1096 of the section. Sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely affect Ito survival. Sod shall be relatively free of thatch, up to one half Inch allowable (uncompros*ad). the soil embedded in the sod shall be a clean, earth, Free of stones and debris. The sod shall have been mowed at least three times with a lawn mower with final mowing not more than seven days prior to the sod being cut For placement. The acid shall be provided in commercial pad sizes measuring not less than 12 inches by 24 inches and shall be live, fresh and uninjured at the time of placement. it shall be planted within 48 hours after being cut and shall be shaded and kept moist From the time it is cut unttl it is planted. 1. Removal of Plant Material: (1) All plant material to be removed shall be removed completely, including the rootball, from the Job or as directed by the Lander-ape Architect. The remaining hole shall be filled with suitable material or planting soil as directed by the Landscape Architect. J. Exleting Plant Material to be Relocated: (1) All existing plant material to be relocated shalt be root pruned a minimum of 4 weeks or for a period as determined by the Landscape Architect prior to relocation. (2) Rootball: Requirements For the measurement of minimum rootball diameter and depth shall comply with requirements as set forth in the latest edition of the Florida Department of Agriculture's " Grades and Standards for Nursery Plante, Part 1 and Part 2 ", as Follows: CALIPER MIN. BALL PIA MiN. BALL DEPTH I - 15" 16" 15% of did. M - 1.15" 20" 65% of dia. 115 - 2" 22" 65% of dia. 2 - 25" 24" 65% of dia. 25 - 35" 26" 65% of dia. 3.5 - 4 11 28" 6594 of dia. 4-4,5" 30" 60% of dia. 45 - 5" 32" 60% of dia. 5 - 55" 34" 60% of dia. 5.5" or more Increase in 609, of dia. proportion up to 48 ", then decrease in proportion for larger size diameter. (3) Root pruning shall be accompitahted by digging a trench completely around the plant about 18 inches deep. All exposed roots shall be out off amoothiy. (4) A mixture of good organic fertilizer and planting soil shall be used to refill the trench. (5) Plant material which is in soil of a loose texture, which does not readily adhere to the root system, sepecially in the case of large plants or trees, shalt have the rootball Wrapped in burlap and then wire, if directed by the Landscape Architect. For wire, hog wire shall be used and it shall be placed around the rootball before before the plant is removed from the hole for relocation._ The wire shall be looped and tensioned until the buriapped ball is substantially packaged by the tightened wire netting formed by the hog wire, so as to prevent disturbance of the loose soil around the roots during handling. Quality Assurance: A The Landscape Architect may inspect trees, shrubs, and groundcover either at the place of growth or at the site before planting for compliance with the requirements for name, variety, size, and quality. The Landscape Architect retains the right to further inspect trees and shrubs for size and condition of balls and root system, insects, injuries, and latent defects, and try to reject unsatisfactory or defective material at any time during the progress of work The Landscape Contractor shall remove rejected trees or shrubs within "1 days from the project alto. 5. Responsibility for Assuring Quality Work: (1) The Contractor's superintendent shall speak English and be well versed in Florida plant material, planting operation, Plan and Specification interpretation, coordination with other contracts or service in the project area and coordination between the nursery and the project. (2) All employees shad be competent and highly skilled in their particular Job in order to properly perform the work assigned to them. The Contractor shall be responsible for maintaining the quality of the material on the project. (3) The Contractor will comply with applicable Federal, State, County and local requirements governing landscape materials and work C. Grade Standards: (1) Plant material shad be Florida al or better as set forth in the latest edition of the Florida Department of Agriculture's Grades and Standards for Nursery Plants. (2) All plant material will be subject to the approval of the Landscape Architect For quality, size and color. Plants lacking the compactness or proper proportion, plants which are weak or thin, and plants injured by close planting in nursery rows will not be accepted. Plant materials which have been cut back from larger Grades, to most certain specification requirements will be rejected. (3) Plant material shall have normal, well developed branches and shall be vigorous plants, free from defects, decay, burns disfiguring roots, sun -scald injuries, abrasion of the bark, plant diseases, Insect pest eggs, bares, and all forms of infestations or objectionable diafigurements. Planting Soil-. A. All plant material, unless indicated otherwise, shall be installed with a planting soil composed of sandy loam (50% sand , and 50% muck) typical of the locality. The soil must be taken from ground that has never been stripped, with a slight acid reaction (55 to 65 ph) and without an excess of calcium or carbonate. Soil shall be delivered In a loose friable condition. Water: A. Potable, from municipal water supplies or other sources which are approved by a public health department. Mulch: A Mulch sha It be: (i) "Floramulrh" Fertilizer: A. New and existing Trees and Palms: Fertilize with 8 -2 -12 palm fertilizer with micronutrients per manufacturer's recommendations. B. New and existing Shrubs, and Groundcover: Fertilize with a -2 -12 palm fertilizer with microrutriente at a rate of 1 /2 lb. per 1000 SF of area. C. Annualss Fertilize with Osmocoto - Sierra - blend 14 -14 -14 or approved equal D. Composition and Quality, All fertilizer shall be uniform in composition and dry. Granular fertilizer shall bet free flowing and delivered in unopened bags. All bags containers or boxes shall be fully labeled with the manufacturer's am lyals. E. All Fertilizer shall comply with the State of Florida Fertilizer laws. Cleanup: A Diepoeal of Trash: All debris and other objectionable material created through planting operation and landecape construction shall be removed completely on a daily baste from the ob or as directed the andsca a Al, itect. J � L p � Ang paved areas including curbs and sidewalks which have been strewn with soil, sod waste, fertilizer or other debris shalt be thoroughly swept. 15. Excess Fill: All excess fill which results from the installation of the project shall remain the property of the Owner and remain on the project at the option of the Owner. All excess fill which the Owner dose not want shaft Iva removed and disposed of from the project at no additional coat. No excess fill al be removed or disposed of from the site until approved by the Owner or Landscape Architect. Excess Fill shall be disposed of as directed. Protection: A Responefbtiity for Protection and Restoration of Property: The Contractor shall be responsible for all damage or injury to person or property. 5. Protection Against Mechanical Damage: The contractor's reaponsibility For protection against mechanical damage shall include providing protection From vehicles and providing warning signs and barricades as might be necessary and he or she shall repair, restore and replace all property which becomes damaged as a result of any negli of the Contractor or his or her employeea in complying with these requirements. Completion And Final Acceptance: . A Upon written notice from the Contractor of the presumptive completion as defined below, of the entire project, the Landscape Architect, along with other appropriate parties, will make an inspection within 48 hours after the written notice. If all construction provided for and compensated by the contract is found to be completed in accordance with the contract Plans and Specifications, such inspection snail constitute the final inspection. The Contractor Shall be notified in writing of final acceptance as of the date of the final inspection. 5. if, however, the inspection mentioned in paragraph A, above, discloses any work, in whole or in part as being unsatisfactory, final acceptance shall not be given, ; the Owner and /or Landscape Architect will give the Contractor the necessary instructions or "punch Bate ' upon correction of work,, another inspection will be made which shaft constitute the final inspection, provided the work has been eatiafactorily completed. In such evert, the Owner or their representative shall make the final acceptance and notify the Contractor in writing of this final acceptance as of the sate on this Final inspection. palivery, Handling and Storage: F. IF requested by the Owner or Landscape Architect, submit a THE PLANTS AND OUTLINES OF AREAS TO BE PLANTED. THE CONTRACTOR 2. NO SUBSTITUTIONS WILL BE ACCEPTED WiTHOUT PRIOR WRITTEN sample and analysis of all planting soil types for approval A Delivery and Handling: EXCAVATION BEGINS. THE LANDSCAPE ARCHITECT MAY ADJUST THE by the Landscape Architect before the material is delivered " wires 2" x 4• IoW treed b and installed on the project. (1) Movement of nursery stock shall comply with all Federal, W g'�y t�o: sample and analysis of the mulch for approval by the Landscape State, and local laws, regulations, ordinances, codes, etc. H. If requested by the Owner or Landscape Architect, submit a (2) Protect during delivery to prevent damage to root ball chartreuse survey Architect before the material is delivered and installed on or desiccation of leaves. Remove unacceptable plant and blocking the project. materials immediately from the job site. Maintain and catch over first sWrdy branch Ina! sswne or 00 protect while stored at the site. 1. Submit three prints of shop drawing for all staking and root bail ntat be acatt 8� visible on surfaces Guying methods to be used if the ones indicated in these (3) Transport materials on vehicles large enough to allow Specifications and on the Plans are not to be implemented. plants not to be crowded and damaged. Plate shall be how W� rt k*h w staking and guying methods before they are implemented in the covered to prevent wind damage during transit. 3' mulch The Landscape Architect will approve all shop drawings of 5. sod AND FREE OF WEEDS AND DEBRIS AND EXCAVATED AS REQUIRED TO project. (1) Deliver sod on pallets with root system protected From J. Submit in writing any hindrance to the owners routine exposure to wind and sun. Doiiver sod in quantities - °� ° tali or tie foal maintenance or lack of, that may affect installed plant capable of being installed within 48 hours of cutting. planting aol _ . 4 materials growth, or survival, that would affect the 9. ALL PLANTED AREAS ARE TO BE MULCHED WiT14 "FLORAMULCH', 19. ALL PLANTING BEDS THAT ARE ADJACENT TO PAVING ARE TO BE Guarantee of plant material. submittals 4 Approvals - _ ..... . 10, ALL PLANT MATERIAL TO BE BACKFILLED WITH 5095 CLEAN MUCK AND K. submit in Writing any hindrance to the timely completion of A Written request for approval to substitute a plant species or the installation. a plants designation (548, W545, CG etc.) type, grade, To PROMOTE PLANT GROWTH, OR OF REPLACEMENT SOIL (50. MUCK, 50. SAND). CONSISTENT PATTERN quality, size, quantity, etc. due to the non - availability of L. Submit and Certificate of inspection of plant material as may the material specified. Approval must be given by the be required by, State , local or Federal Authorities. Landscape Architect before the material is delivered and installed on the project. The Contractor must provide Substitutions: written proof that the specified plant material is unavailable. A Olen the specifies plant designation (13415, W1545, CG etc -), type, grade, quality, size, quantity, etc. of a material is not 5. Any request for the approval of an equal shalt be in writing. available, the Contractor shall submit a written request, Approval shall be given by the Lander-ape Architect before the ' to the Landscape Architect, for a substitution along with material is delivered and installed on the project. written, documented proof that the plant designation (1545, W1345, CG, etc.), type grade, quality, size, quantity, etc. C. Submit three prints of shop drawings for any special of material Is not available. The Landscape Architect conditions not covered in the details indicated. This shalt shall approve all substitutions before they are delivered and be for approval by the Landscape Architect before they are installed. Do not deliver and install ary material, which is implemented in the project. anticipated to be a substitute, before it has been submitted in writing and approved as a substitute by the Landscape D. if requested by the Owner or Landscape Architect submit a Architect. Also, ant changes, if any, to the contract amount schedule of all specimen plant material and collected plant because of an approved substitute, shad be established in material indicating the sources or suppliers of these writing between the Owner and the Contractor before the materials and their locations for approval b g the Landscape material substitute is delivered and installed on the Architect before they are delivered and installed on the project. project. Also, two color photographs of each different item, showing different aide views of the item shall be submitted with the schedule. Additional color photographs shall be submitted, IF requested. E. if requested by the Owner or Landscape Architect, submit a letter indicating the sources or suppliers of all sod and the Grade to be supplied for approval by the Landscape Architect before it is, delivered and installed on the project. Staking and Guying: A. staking and guying shall be the responsibility of the Landecape Contractors. Staking and guying shall not be attached diractly to the plant material with nails. Also, battens used to staking and guying shalt not be attached to the plant material with nails. Any method of staking and guying other than those indicated in the details, shall receive approval from the Landscape Architect prior to their installation. Under no circumstances will approval be given to allow the plunging, burying, or planting of trees or palms so that the top of the grade, in order to eliminate the need or requirement of staking or guying. B. The Contractor is responsible for performing all staking and guying in accordance with all applicable regulations, ordinances and code requirements from the appropriate local jurisdiction the project to located in. C. The decision of whether to stake or guy shall be left to the discretion of the Contractor, provided it is not required according to local regulations, ordinances and code requirements. However, a Contractors decision not to stake or guy shall not relieve he or she of the re*ponalbility of resetting plant material if it blows, falls or lean over. Also, it will not relieve he or she of the guarantee if the malaria! dies as a result of blowing, failing or leaning over. EXECUTION Inspection: A. Utilities (Above Ground and Underground): (1) The work area may have existing utilities, such as, but not limited to, irrigation, phone, electrical and storm sewer. The location of some of these existing utilities have been indicated on the Plans. C. Completion of the work shall mean the full and exact compliance and conformity with the provision expressed or implied in the Plana and $pacification including any and all "punch lists" which may be issued outlining certain items of work which were found unsatisfactory or required completion or corrective action. D. Final acceptance shall not be given until all construction provided for and contemplated by the contract to inspected and found to be completed in accordance with contract Plans and Specifications. E. Final acceptance shall not be official until acknowledged in writing by the Owner or their representative. F. The guarantee shall not begin until the day final acceptance is given. Certain responsibtlities prior to Final Acceptance: The following to a partial list of certain responsibilities. It is not a complete list, but only a summary of certain responsibilities. A The Contractor is responsible for the entire project prior to written acceptance. 5. The Contractor is responsible for eafsty on and off the job alto. C. Maintenance Prior to Final Acceptance: (1) Maintenance shall begin immediately after each plant is planted and continue until final acceptance. (2) Plant maintenance shall include watering, mowing, edging, pruning weeding, cultivating, repair of erosion, mulching, tightening and repairing of guys, stances, braces, etc., replacement of sick or dead plants, replacement of sod areas which do not become established, resetting plants to proper gradea or upright position, maintenance of the watering saucer, litter removal, and all other cars needed for proper growth of the plants. (3) Immediately after planting, each plant shall be watered and the watering period shall continue until final acceptance. Refer to the heading "Watering ", which is in Part 3 of these Specification, for additional requirements. (4) All plant material shall be weeded once a weak in the event that woods or other undesirable vegetation becomes prevalent to such as extent that they threaten plant material, the woods shall be removed as directed by the Landscape Architect. If necessary, the plant material, mulch, sand and /or planting soil shall be replaced as needed to eliminate weeds or undesirable vegetation at the expense of the Contractor. However, no guarantee is implied that the Plans are accurate or complete. It shall be the responsibility of the Contractor to verify the location of all such utilities, structures, etc, by hand excavation or other appropriate measures before performing any work that could result in damage or fnjury to person, utilities, structures or property. The Contractor shall make a thorough search of the site for utilities, structures, etc., before work is commenced in any particular location. (2) The Contractor shall take immediate steps to repair, replace, or restore all services to any utilitiee or other facilities which are disrupted due to his or her additional outside services which may be necessary to prosecute repairs on a continuous "around the clock" basis until services are restored. He or she shall also provide and operate any supplemental temporary sa'vicea to maintain uninterrupted use of the facilities. All costs involved in the repairs and restoring disrupted service resulting from negligence on the part of the Contractor shall be norno by the Contractor and he or she shall be fully responsible for any and all claims resulting from the damage, (3) Should utilities, structures, etc., be encountered which interfere with the work, that Landscape Architect shall be consulted immediately to order for a decision to be made on the relocation of the work so it will clear the obstruction, if the obstruction cannot be relocated. (4) The Contractor shall not purposefully disrupt or dist;onnect any type of utility WrZtaoaver without First obtaining the written permisalon of the Landscape Architect. Requests for disconnection must be in writing and received by the Landscape Architect at least 12 hours prior to the time of the requested interruption. Grades: A Its *hail be the responsibility of the Contractor to provide the final grading so the final level for planting areas conforms to surrounding Grades and is at the proper elevati with rotation to walks, paving drain strvcturea and other alto conditiono, unless indicated otherwiss on the plans. 5. Plant Area Next to Pavements All planting areas next to pavement areas, such as, but not limited to, curbs, roads, drives, walks, terraces, deck& and slabs shall be set so that the TOP OF THE MULCH Is I INCH BELOW THE TOP OF THE PAVEMENT AREA or as indicated otherwise on the plans. Preparation: A. staking Plant Locations. Stake or mark plant materfaI locations prior to plant hole excavation, based on inFormatfon From the plans. (5) Edge and mow sod once a weak (6) Edge and wood all shrubs, groundcover and flower beds Once a week- (1) Remove all litter once a week (8) Spraying and Dusting: Contractor shall do all seasonal spraying and /or dusting of all planting, as needed, for complete control of pests and diseases. The materials and methods shall be in accordance with the highest standard horticultural practices and as recommended by the County Agent, and approved by the Landscape Architect, prior to implementation. (9) Sod: After the sod has been laid, tamped and top dressed, all areas and parts of area which fats to show uniform growth and health, shall be rosodded, repeatedly if necessary, until all sodded areas are covered with a satisfactory lawn. Damage resulting from erosion, gullies, washouts, or other causes snail ba repaired by filling with topsoil, tamping, refertiitzing and reeodding by the Contractor at his or her expense. (10) Protection: Plant material shall be protected against trespassing and damage. If any plants become damaged or injured, they shall be treated or replaced as directed and in compliance with the Specifications at no additional cost. No work shall be done within or over planting areas or adjacent to plants without proper safeguards and protection. (11) Keep sidewalks, curbs and gutters, driveways, parking areas, streets, terraces, deck&, and pavers free of plant cuttings, debris and stains. D. Material rejected during the course of construction shall be removed within 3 working days and replaced before an Inspection for completion will be scheduled. E. Survival and Conditions- The Contractor shall be responsible for the proper maintenance and the survival and condition of all landscape items from the time a landscape item is installed until final acceptance. F. Replacement: Replacement of plant material shall be the responsibility of the Contractor including the possible replacement of plant material resulting From removal by theft or vandalism or acts of negligence on the part or others. All plant material shaft be alive and in good growing condition for each specific kind of plant at the time of Final acceptance. G. Rating: The rating of plant material according to Florida Grades and Standards shall be equal to or better than called For on the Plane and in these Specifications at the time of final acceptance. Guarantee: A. The guarantee shall not begin until the day final written acceptance 1 s g iven. B. All plant material, except sod„ trees and palms, shall be Guaranteed for a minimum of i year from the time or Final acceptance. All sod shall be guaranteed for a minimum of 60 days From the time of final acceptance. All trees and palms are to be guaranteed for one year from the time of final acceptance. C. the guarantee shall be null and void for plant material which is damaged or dies as a result of "Acts of God" limited to hall, freeze, lightnfng, and winds which exceed hurricane force, providing the plant was in a healthy growing condition prior to these "Acts or God ". D. At the option of the Owner, and inspections may be made at the end of the guarantee period, but prior to the last day of the Guarantee period. Replacement. A The guaranteeing of a plant material shall be construes to mean the complete and immediate replacement of plant material within 3 calendar days iF it Is- (I)Not in a healthy growing condition and thus renders it below the minimum quality indicted in the specificattors. (2) There is a question to ito ability to survive after the and of the guarantee period that would rander it below the minimum quality indicated in t he Specification. (3) it is dead. 13. The 3 calendar days may be extended due to seasonal condition&, availability, preparation time such as root pruning, etc., only if approved by the Landscape Architect in advance. The extended time shall be negotiated between all parties concerned, but must receive Final approval by the Landscape Architect. C_ size, Quality, and Grade: (1) Replacement plant material shall be one of the same species quality and g rade as that of the plant to be replaced. The size of the replacement shall not nacessarily be the same size as the original specified plant at its initial planting . The replacement shall be of equal size to the plant to be replaced at the time it has been determined that it must be replaced. B.. spacing of Groundcover 4 shrubs: The location of a planting bed (shrub or groundcover) next to another bed, walkway, structure, atc., shall have the plants along the perimeter spaced so that the plants can mature properly without growing into the other bed, walkway, structure, etc. C. The rootballs of B43 plants Which cannot be planted immediately shall be covered with moist soil or mulch to insure protection from drying winds and sun. All plants shall be maintained as necessary until planting. D. Subsurface Condition: some or all work areas may be compacted and /or contain existing material such as Iimeroclk which may interfere with adequate vertical drainage and /or proper plant survival and growth and therefore removal of this material is part of the scope of work for the project. The Contractor shall be responsible For insuring adequate drainage in these areas and shall remove this exiettng material, as required, by such means as auguring drilling or rototiiling. If necessary, excavate to a depth beyond the required excavation depth for the plant hole, in order to insure proper vertical drainage necessary for plant survival and growth. E. Remove undesirable existing vagatatton present on the project by use of chemicals and /or mechanical means which are accaptabla to the Landscape Architect. Apply chsicals as recommended by the manufacturer. Exercise care to avoid any misuse of the chemicals which will cause detrimental residual conditions. Care "it also be used so that any final grades which have been established are not altered. F. Excavation of Plant Holes: (1) General: a. Excavation of plant holes shall be roughly cylindrical in shape with the sides approximately vertical. The Landscape Architect reserves the right to adjust the size and shape of the plant hole and the location of the plant in the hole to compensate for unanticipated structures or on unanticipated factors which are a conflict. b. The excavated material from the plant holes shall not be used to backfill around the plant material. Such material shall be disposed of either on the project site or off the site, as directed by the Landscape Architect. Installation; . A. General: The Contractor shall lay out on the ground the locations for the plants and outlines of areas to be planted and obtain approval of the Landscape Architect before excavation is begun. The Landscape Architect may adjust the location of specifies plant materials prior to planting. spacing on center varies see plant list 3" mulch III ,.o , p , ��- 6" planting sell oo ooh o •o III- III_iu_ iii T-iT�l!i i!�- 11(= 1!�Ii -- Cxrouncicovers However, if for some reason, the plant to be replaced is smaller than the size originally specifies, the replacement shall be at least equal to the originally specifies etze, (2) Replacements shall be guaranteed for a period equal to the originally specifies guarantee. This guarantee period shall begin at time of acceptable replacement. (3) Final payment to the Contractor "ii not relieve he or she of the guarantee obligations. Plan and Specification Interpretation: A. On the Plans, figured dimensions shall govern over scaled dimensions. If any error or discrepancy is found in the Plans and Specifications, the Contractor shall refer the same to the Landscape Architect for an interpretation and decision. In rseolving conflicts between the Plane and Specifications, THE PLANS SHALL GOVERN over the Specifications. The Landscape Architect shall have the right to correct apparent error* or omission in the Plans and Specifications and to make such interpretations as he or she may deem necessary for the proper fulfillment of the Intent of the Plane and Specifications. Permits and Code*: A. The Contractor shalt procure all necessary permits to accomplish all of the work- 5. The Contractor to responsible for performing all work in accordance with all applicable regulations, ordinances and code requirements From the appropriate city, county, state and /or Federal jurisdiction the project is located in. changes and Additional Work: A. The Contractor shall not start on any changes or additional work in the project until a written agreement setting forth the adjusted contract amount has been executed by the Owner and the Contractor. Any work performed on any changes or additional work prior to the execution of a written agreement may or may not be compensated for. "Job Site, "Project Site Etc. ": A. The words "job site ", "project site ", "job ", "project" and "site" shalt be synonymous with one another when used in these documents. Safety On and Off the Job Site. A. In performing the scope of work, all safety on of off the fob site shall be the Bole responsibility of the Contractor. The Landscape Architect shall not Iva responsible For safety on or off the job site. i3. Setting of Plants: (U All plants shall be set at the proper level so that after settlement, a normal or natural relationship between the crown of the plant and the surrounding ground surface exists. The plants shall be set vertically. After excavation of planting pits and prior to placement of the plant material, fill the planting pits with water. The plant hole shad be bawIlled with topsoil mixture placed in layers around the roots or ball. Each layer shall be carefully tapped in place. When parttaily backfilled and compacted, the hole shall be filled with water and the soil allowed to settle around the rootat the ball ties shall be cut and at the burlap peel down 1/3 from the top of the rootball and cut or adjusted to prevent the formation of air pockets before applying the water. After the water has been absorbed p the plant one shall be Filled with topsoil mixture and tapped to grade. Subsoil removed from tree pit shall not be mlxed or used in any way with the topsoil mixture. (2) All cabal and queen palms shall be badkfitied with clean thoroughly washed in during the planting operation. (3) Water Saucer: A 4 -inch high water sauce shall be F rtcl the rim of each individual tree or palm pit and mainta tr"scl in place. (4) Plant material of the shrub category and smaller must be handled by the ball only. Plant material too large for hand handling, if moved by winch or crane, must be thoroughly protected From chain, rope, or cable marks. Girdling, bark slippage, limb breakage and any other damages that might occur by improper handling or nae lleancs. (5) All trees and palms shall be handled by both the trunk and rootball at the same time and not by the trunk only. Trunks shall be thoroughly protected. (6) Contalner grown plant material shall be carefully removed from the container so as not to disturb the root system. C. Sod: (1) Sol] Preparation: Within 24 hours prior to placing sod, prepare the soil in the following manner. a. Uniformly apply formula 8 -8 -8 fertilizer over the area at a rate of 25 pounds per 1000 square feet. b. Remove stones and Foreign matter over two inches in diameter from the top two inches of soil. G. Grade the sod areas so that the top of the sod will be at finished grade after rolling and tamping. 3" mulch finished grade 6 min. planting - soil TI . / '1.. ° nu " 6 min. Shrubs to hold braces ( 24' x 2" x 4' min ) drives fkbh W/ finish NOTE, Stake all trees up to 2" cat e 2 per tree. Cwt' all trees larger than 2" cal. grade, stake nailed to brace. Trees Straight Trunk Palms The Landscape Architect's on site observations or inspections shall be only for the purpose of verifying that the Plane and Specifications are being implemented properly. The Landscape Architect's on site observations or inspections are not for safety on or off the job site. On Site Observations and Inspections: A The Contractor snail make requests for on site observations or inspections 48 hours, in advance and they shall be in writing, if directed by the Landscape Architect. 5. IF an inspection is related to completion and final acceptance, the request shad be made in writing 48 hours in advance. C. An inspection at the growing site does not preclude the right OF rsjectlon at the project site. D. The fact that the Landscape Architect has not made an early on site observation or inspections to discover faulty work or work omitted, or work performed which ib not in accordance with the contract requirements, shall not bar the Landscape Architect from subsequently rejecting such work at a late time. E. The Landscape Architect's on site observations or inspections shall be only for the purpose of verifying that the Plans and Specification are being implemented property. The Landscape Architect's on site observations or inspections are nor intended to take charge, direct, run or manage the implementation o the Plans and Specifications or take charge, organize or manage the Contractor While performing the scope of work indicated in these Specification. Plant Material A Plant material shall be nursery grown except: (1) !there specified as collected material (2) Where approved by the Landscape Architect for such plant material which is only available as a collected item from sources such as residences. B. Except where another grade to epecificaliy tailed for in the Piano, all plant material, including collected material if specified, shall be no leas than Florida fl, or better, at the time of installation and final acceptance. Exteting plant material to remain or to be relocated shall be excluded from this requirement. C. Habit of Growth: All plant material shad have a habit of Growth that to normal for that species and shall be sound, healthy, vigorous and free from insects, plant diseases and Injuries. (2) Placing sod: a. Place sod with staggered Joints closely butted, tamped or rolled to an even surface to the required finished grade. Avoid continuous aaame along lines of water flow in etudes. Place sod in rows at right, angles to slope. b. Water sod every day for a period of three weeks. a Fertilize sod three weeks after planting with 12 pounds of 8 -8 -6 Formula fertilizer per 1,000 square fact of lawn. d. No sod shad be used which Is not certified as being free of the imported Fire ant. Before any sod is brought to the alto, furnish a written certification of clearance from pest control officials of either State or Federal Department of Agriculture. (3) Maintenance of Sod: a. It shall be the responsibility of the Contractor to replace any areas of sod that are not in healthy growing condition. b. The Contractor shall completaIg maintain the sod until final acceptance by mowing or spraying as necessary. D. Planting Bode: (I) Spread six Inches of topsoil mixture uniformly over the entire planting area. (2) Spread 509, organic fertilizer at a rate of 4 pounds per 1000 square feet uniformly over the groundcover area. (3) Rotor mix, or by other approved method, to a depth of twelve inch". (4) Fine grade to remove all trash, rocks, and debris to depth indicated. (5) Rsgrade to finish grade before adding two inches mulch. (6) Thoroughly water and firm the plants into tha soil mixture. E. Mulch: (1) Areas to be mulched shall have existing woods and vegetation removed, including root aystems, before applying mulch. (2) Grades are to be uniform. Grade areas which are rough and uneven. Fill in volds and holes with planting soil or other approved Fill material. D, Measurement of Trees, Palms, Shrubs, and Groundcover: (I) Trees, Shrubs, and Groundcover: a. Rootball: Requirements for the measurement of minimum rootball diameter and depth shall comply with the Florida Department of Agriculture's "Grades and Standards for Nursery Plants, Part I and Part 2" as foliows: CALIPER MIN. BALL DIA. MIN. BALL DEPTH I- 1.5" 16" 159 of dia. 1.5 - 1.15" 20" 659. of dia. 1.15 - 2" 22" 659. of dia. 2 .. 2.5" 24" 65% of dia. 2.5 -3511 26'! (05% of dia. 35 - 4" 28" 659. of dia. 4- 45" 30" 60% of dia. 45 - 5 32 60% of dia. 5 - 55" 34" 60 of dia. 55" or more Increase In 60% of dia. proportion up to 48", then decrease in proportion for larger size diameter. b. Height: The height of plant material shall be measured From finish grade and continue up to where the main mass of the plant uniformly ends. The height shalt not include any singular or isolated parts of the plant, such as leaves, shoots, branches, limbs or fronds, which extend out beyond the main mass of the plant. E. Dls -sack and Leaf Drop: plant material showing signs of die - back of leaf -drop will not be accepted and must be removed from the project immediately if so directed by the Lander-ape Architect. Therefore, any plant material with tendencies toward leaf -drop or die -back must be root pruned early enough to provide a sound network of hall roots prior to relocation F, Mechanical Destruction of Foliage= Mechanical destruction of foliage resulting From root pruning shall not effect more than 10% of the total foliage prior to planting on the project. Loss of Foliage caused by seasonal change will be accepted. G•t. Spanish Moss: if Spanish Moab (Tillandala usneoides) exists on plant material, it shall be completely removed prior to planting on the project H. Palms: (1) Remove a minimum of fronds from the crown of the palms to Facilitate transporting and handling. (3) The mulch shall be uniformly applied to a depth of approximately 2 inches, or other depth as indicated otherwise, over all shrub and groundcover areas, around trees and palms in sod areas and any other areas as indicated on the plans. F. Watering: (U Initially, water the plant material to develop uniform coverage and deep water penetration to the Full depth of the root zone. Avoid erosion, puddling, and washing soil away from the roots. (2) Pr'ovide continuous watering of plant material after planting in order to achieve optimum growth conditions to establish plants. Water shall be applied as necessary and the amount of water and fraquancy of watering shall be based on the specific needs of each plant type, the time of year, amount of rainfall and other environmental conditions it is exposed to. This watering shall begin after the plant is planted and continue until final acceptance. All trees and palms shalt be watered, only during this period. Do not rely on the irrigation system, iF there is one, to achieve this task it cannot deliver the volume of water required, without flooding areas beyond where water is needed and /or over watering other landscape material. 64-rubs, erouxndcover and sod may be watered by using the irrigation system, IF there is one hand water during this period. (3) If there is no source for water available at the project, such as a hose bib (s) or fire hydrant (a) if approved for use, then the Contractor shall be responsible for supplying water for watering, by such means as a water truck or tank G. Pruning and Thinning: (I) The amount of general pruning and thinning shall be limited to the minimum necessary to remove dead or injured twigs and branches and to compensate For the loss of roots as a result of transplanting operations. Pruning and thinning shall be done in such a manner as not to change the natural habit or shape of a plant. (2) The Landscape Architect shall be contacted prior to performing any major pruning and thinning. The Landscape Architect may elect to be present during any pruning and thinning. H. Utaoding: (1) in the event that weede or other undesirable vegetation becomes prevalent to such an extent that that' threaten plant material, they shall be removed as directed by the Landscape Architect. This condition shall apply until final acceptance. I. ALL PLANTS TO BE FLORIDA NO. I OR SETTER, blade rubber how THE PLANTS AND OUTLINES OF AREAS TO BE PLANTED. THE CONTRACTOR 2. NO SUBSTITUTIONS WILL BE ACCEPTED WiTHOUT PRIOR WRITTEN to protect truck APPROVAL BY THE LANDSCAPE ARCHITECT. EXCAVATION BEGINS. THE LANDSCAPE ARCHITECT MAY ADJUST THE " wires 2" x 4• IoW treed b l3) 2" x 4- x 8" braces AN AUTOMATIC, UNDEW3ROUND SPRINKLER SYSTEM EQUIPPED WITH A W g'�y t�o: banded arOUrd tnn!k ( nailed Into bk?dkMg op �n.t -- Te m a nailed ) e/ triple k burlap between uurac chartreuse survey LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN m mre at and blocking nagging tape 2" x 2- x &' PTP stake catch over first sWrdy branch Ina! sswne or 00 trunk flora or top root rtrnusa cve dte ur PrP mood auk. root bail ntat be acatt 8� visible on surfaces Flagging tape "amble stet' and INCLUDES BUT IS NOT LIMITED TO MELALEUCA, BRAZILIAN PEPPER 6. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL MATERIALS, how W� rt k*h w 3' mulch clean sand 3' mulch grade 12494" x4• nun. stake atee SHOWN ON LANDSCAPE ARCHITECT'S PLANTING PLANS. AND FREE OF WEEDS AND DEBRIS AND EXCAVATED AS REQUIRED TO no h to FULFILL PLANTING SOIL REQUIREMENTS OF THE PLANTING DETAILS. existing grade s• o r o W WA w 11 � �; � - °� ° tali or tie foal O REMOVED T PROVIDE LEVEL SURFACE W ITH SURROUNDING AREA AND planting aol _ . 4 . �i ball -L b. R. e 9. ALL PLANTED AREAS ARE TO BE MULCHED WiT14 "FLORAMULCH', 19. ALL PLANTING BEDS THAT ARE ADJACENT TO PAVING ARE TO BE � 1 =1!i =i i- ll�ll Ir . above grad. - _ ..... . to hold braces ( 24' x 2" x 4' min ) drives fkbh W/ finish NOTE, Stake all trees up to 2" cat e 2 per tree. Cwt' all trees larger than 2" cal. grade, stake nailed to brace. Trees Straight Trunk Palms The Landscape Architect's on site observations or inspections shall be only for the purpose of verifying that the Plane and Specifications are being implemented properly. The Landscape Architect's on site observations or inspections are not for safety on or off the job site. On Site Observations and Inspections: A The Contractor snail make requests for on site observations or inspections 48 hours, in advance and they shall be in writing, if directed by the Landscape Architect. 5. IF an inspection is related to completion and final acceptance, the request shad be made in writing 48 hours in advance. C. An inspection at the growing site does not preclude the right OF rsjectlon at the project site. D. The fact that the Landscape Architect has not made an early on site observation or inspections to discover faulty work or work omitted, or work performed which ib not in accordance with the contract requirements, shall not bar the Landscape Architect from subsequently rejecting such work at a late time. E. The Landscape Architect's on site observations or inspections shall be only for the purpose of verifying that the Plans and Specification are being implemented property. The Landscape Architect's on site observations or inspections are nor intended to take charge, direct, run or manage the implementation o the Plans and Specifications or take charge, organize or manage the Contractor While performing the scope of work indicated in these Specification. Plant Material A Plant material shall be nursery grown except: (1) !there specified as collected material (2) Where approved by the Landscape Architect for such plant material which is only available as a collected item from sources such as residences. B. Except where another grade to epecificaliy tailed for in the Piano, all plant material, including collected material if specified, shall be no leas than Florida fl, or better, at the time of installation and final acceptance. Exteting plant material to remain or to be relocated shall be excluded from this requirement. C. Habit of Growth: All plant material shad have a habit of Growth that to normal for that species and shall be sound, healthy, vigorous and free from insects, plant diseases and Injuries. (2) Placing sod: a. Place sod with staggered Joints closely butted, tamped or rolled to an even surface to the required finished grade. Avoid continuous aaame along lines of water flow in etudes. Place sod in rows at right, angles to slope. b. Water sod every day for a period of three weeks. a Fertilize sod three weeks after planting with 12 pounds of 8 -8 -6 Formula fertilizer per 1,000 square fact of lawn. d. No sod shad be used which Is not certified as being free of the imported Fire ant. Before any sod is brought to the alto, furnish a written certification of clearance from pest control officials of either State or Federal Department of Agriculture. (3) Maintenance of Sod: a. It shall be the responsibility of the Contractor to replace any areas of sod that are not in healthy growing condition. b. The Contractor shall completaIg maintain the sod until final acceptance by mowing or spraying as necessary. D. Planting Bode: (I) Spread six Inches of topsoil mixture uniformly over the entire planting area. (2) Spread 509, organic fertilizer at a rate of 4 pounds per 1000 square feet uniformly over the groundcover area. (3) Rotor mix, or by other approved method, to a depth of twelve inch". (4) Fine grade to remove all trash, rocks, and debris to depth indicated. (5) Rsgrade to finish grade before adding two inches mulch. (6) Thoroughly water and firm the plants into tha soil mixture. E. Mulch: (1) Areas to be mulched shall have existing woods and vegetation removed, including root aystems, before applying mulch. (2) Grades are to be uniform. Grade areas which are rough and uneven. Fill in volds and holes with planting soil or other approved Fill material. D, Measurement of Trees, Palms, Shrubs, and Groundcover: (I) Trees, Shrubs, and Groundcover: a. Rootball: Requirements for the measurement of minimum rootball diameter and depth shall comply with the Florida Department of Agriculture's "Grades and Standards for Nursery Plants, Part I and Part 2" as foliows: CALIPER MIN. BALL DIA. MIN. BALL DEPTH I- 1.5" 16" 159 of dia. 1.5 - 1.15" 20" 659. of dia. 1.15 - 2" 22" 659. of dia. 2 .. 2.5" 24" 65% of dia. 2.5 -3511 26'! (05% of dia. 35 - 4" 28" 659. of dia. 4- 45" 30" 60% of dia. 45 - 5 32 60% of dia. 5 - 55" 34" 60 of dia. 55" or more Increase In 60% of dia. proportion up to 48", then decrease in proportion for larger size diameter. b. Height: The height of plant material shall be measured From finish grade and continue up to where the main mass of the plant uniformly ends. The height shalt not include any singular or isolated parts of the plant, such as leaves, shoots, branches, limbs or fronds, which extend out beyond the main mass of the plant. E. Dls -sack and Leaf Drop: plant material showing signs of die - back of leaf -drop will not be accepted and must be removed from the project immediately if so directed by the Lander-ape Architect. Therefore, any plant material with tendencies toward leaf -drop or die -back must be root pruned early enough to provide a sound network of hall roots prior to relocation F, Mechanical Destruction of Foliage= Mechanical destruction of foliage resulting From root pruning shall not effect more than 10% of the total foliage prior to planting on the project. Loss of Foliage caused by seasonal change will be accepted. G•t. Spanish Moss: if Spanish Moab (Tillandala usneoides) exists on plant material, it shall be completely removed prior to planting on the project H. Palms: (1) Remove a minimum of fronds from the crown of the palms to Facilitate transporting and handling. (3) The mulch shall be uniformly applied to a depth of approximately 2 inches, or other depth as indicated otherwise, over all shrub and groundcover areas, around trees and palms in sod areas and any other areas as indicated on the plans. F. Watering: (U Initially, water the plant material to develop uniform coverage and deep water penetration to the Full depth of the root zone. Avoid erosion, puddling, and washing soil away from the roots. (2) Pr'ovide continuous watering of plant material after planting in order to achieve optimum growth conditions to establish plants. Water shall be applied as necessary and the amount of water and fraquancy of watering shall be based on the specific needs of each plant type, the time of year, amount of rainfall and other environmental conditions it is exposed to. This watering shall begin after the plant is planted and continue until final acceptance. All trees and palms shalt be watered, only during this period. Do not rely on the irrigation system, iF there is one, to achieve this task it cannot deliver the volume of water required, without flooding areas beyond where water is needed and /or over watering other landscape material. 64-rubs, erouxndcover and sod may be watered by using the irrigation system, IF there is one hand water during this period. (3) If there is no source for water available at the project, such as a hose bib (s) or fire hydrant (a) if approved for use, then the Contractor shall be responsible for supplying water for watering, by such means as a water truck or tank G. Pruning and Thinning: (I) The amount of general pruning and thinning shall be limited to the minimum necessary to remove dead or injured twigs and branches and to compensate For the loss of roots as a result of transplanting operations. Pruning and thinning shall be done in such a manner as not to change the natural habit or shape of a plant. (2) The Landscape Architect shall be contacted prior to performing any major pruning and thinning. The Landscape Architect may elect to be present during any pruning and thinning. H. Utaoding: (1) in the event that weede or other undesirable vegetation becomes prevalent to such an extent that that' threaten plant material, they shall be removed as directed by the Landscape Architect. This condition shall apply until final acceptance. I. ALL PLANTS TO BE FLORIDA NO. I OR SETTER, 12. THE CONTRACTOR 84ALL LAY OUT ON THE GROUND THE LOCATIONS FOR THE PLANTS AND OUTLINES OF AREAS TO BE PLANTED. THE CONTRACTOR 2. NO SUBSTITUTIONS WILL BE ACCEPTED WiTHOUT PRIOR WRITTEN SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE APPROVAL BY THE LANDSCAPE ARCHITECT. EXCAVATION BEGINS. THE LANDSCAPE ARCHITECT MAY ADJUST THE LOCATION OF SPECIFIED PLANT MATERIALS PRIOR TO PLANTING. 3. ALL LANDSCAPED AREAS TO RECEIVE 150• IRRIGATION COVERAGE BY AN AUTOMATIC, UNDEW3ROUND SPRINKLER SYSTEM EQUIPPED WITH A 13. TREES AND PALMS t0 BE GUARANTEED FOR ONE (U YEAR, SHRUBS RAIN SENSOR AND GROUNDCOVERS TO BE GUARANTEED FOR NINETY (90) DAYS AFTER FINAL WRITTEN ACCEPTANCE IS GIVEN BY OWNER OR LANDSCAPE 4. QUANTITIES ON PLANT MATERIALS ARE FOR CONVENIENCE ONLY. ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR PLANT MAINTENANCE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN UNTIL THE TiME OF WRITTEN ACCEPTANCE. ON PLANTING PLANS, WHEN DISCREPANCIES OCCUR BETWEEN PLANT LIST AND PLANTING PLANS, THE PLANS ARE TO OVERRIDE THE PLANT 14, LANDSCAPING IN SAFE DISTANCE TRIANGLES SHALL 151°_ MANTANED TO LIST IN ALL CASES, SOD QUANTITY IS TO BE DETERMINED BY PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 2' AND 8' CONTRACTOR PRIOR TO BIDDING ABOVE FINISHED GRADE. 5. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UNDER31ROUND 5. ALL PROHIBITED PLANT SPECIES (AS IDENTIFIED BY THE CITY, UTILITITES TO AVOID DAMAGE. COUNTY, STATE) SHALL BE ERADICATED FROM THE SITE. THiS INCLUDES BUT IS NOT LIMITED TO MELALEUCA, BRAZILIAN PEPPER 6. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL MATERIALS, AND AUSTRALIAN PINE. TOOLS, EQUIPMENT, LABOR, AND PLANTS NECESSARY FOR THE PROPER PLANTING OF ALL TREES, SHRUBS GROUNDCOVERS, AND GRASS AS 11 ALL EXISTING AND NEWLY CREATED PLANTING BEDS TO BE CLEANED SHOWN ON LANDSCAPE ARCHITECT'S PLANTING PLANS. AND FREE OF WEEDS AND DEBRIS AND EXCAVATED AS REQUIRED TO . FULFILL PLANTING SOIL REQUIREMENTS OF THE PLANTING DETAILS. 1. ALL GROtINDCOVER BEDS TO ABUT PARKING, BUILDING, SIDEWALKS, ETC., IN A PERPENDICULAR LINE. 18. FILL HOLES WHERE EXISTING TREES OR PLANT MATERIAL HAVE BEEN O REMOVED T PROVIDE LEVEL SURFACE W ITH SURROUNDING AREA AND 8. ALL TREES AND PALMS TO BE STAKED AND GUYED. SOD OVER IF NEW PLANT BEDS ARE NOT TO BE INSTALLED. 9. ALL PLANTED AREAS ARE TO BE MULCHED WiT14 "FLORAMULCH', 19. ALL PLANTING BEDS THAT ARE ADJACENT TO PAVING ARE TO BE TO A DEPTH OF 3 ". LOWER THAN THE ADJACENT PAVING, SO THAT RUNOFF (MULCH, SOIL) FROM THE BED DOES NOT RUN ONTO THE ADJACENT PAYING. 10, ALL PLANT MATERIAL TO BE BACKFILLED WITH 5095 CLEAN MUCK AND Se. SAND AND ESE FERT AND FRIABLE. 20_ ALL PLANTING ISLANDS WITHIN THE PARKING LOT AREA MUST HAVE A MINIMUM 3' DEPTH OF SOIL EITHER FROM EXISTING SOIL PRESENT, IF OF GOOD QUALITY, Ii. GRJtNDCOVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND To PROMOTE PLANT GROWTH, OR OF REPLACEMENT SOIL (50. MUCK, 50. SAND). CONSISTENT PATTERN NO ROAD ROCK, SHELL ROCK LIMESTONE, OR OTHER ROAD BASE MATERIAL SHALL BE PRESENT WITHIN PLANTING ISLANDS. pro jest= 1 -st ®tea ac=, landscape Boynton beach - chltecture /planning; ink G01 n. congre5e, eve.. '5'ui delray beach, florin 5G1- #LA0000999 project number: date: scale: drawn by: 6513 11 -5 -13 n.t.s. 5t revisions: 0 A A 0 she-e -t: L -3 3 of 3 sheets EXISTING UTILITIES EXISTING SCHOOL ZONE LIGHT EXISTING m ! W UJI .9 1 p' co .! w x C- $ O r � v 4 ~ co N Cr :c4 �N Q Z 25' UJ —12' . s GUARD RAIL (TYPICAL.) - 20S' REAR SETBACK off 3" PVC SCREEN INTAKE SWO16'43'E o - C METAL 1V87 °253 "E 233.27(F) . �` ��, . ®■ r NON CORK - 9' � � � ■ ■ � � ____ ---- - TO COMPLY WITH ° =: ■ � ■ ■ 2 SUCTION LINE CHECK VAt.VE ■ ®■ ■ ■ r ■ ■ POB. PARC L.W.D.D. REGI)L.ATIONS..._.... I : ■ ■ ■� 60 . 0' .D IrfiSidNENT -- -- ■ : di I I'll N _ ' -- �► a ".SUCrto.__- LINE - IQ 14 Iti ( ► N �. p F 4 , S 5 5 .: E9 ~ Awww ~4111W I&J M SB - �• 7.0' 5 > UE . ..+�► sir !� I I wV <► 1 2 I 4 METAL ® vER ! I� STRUCTORE , .{ 7' R.O.W. but RIP RAP ' - -- - - - - - HEADWALL -- SLEEVE WALKS_ - - -- -- — - - -- . -- - -- - — - - _ _. - - - -- - - I H 1 I r " 3 ip USE CAUTION CROSSING EXFILTRATION DI IMPSTER 1 1 6 - I .tea TRENCH, HAND DIG ■ ENCLOSURE s�:n a £ \L t . \ 4ssR 'S• .i .z• ix' ' � ,... .. 5 .� ' �.2 u�':i�. .�`,,.�.�..: a•.�'7,i C +-< :u..2• * _ v Nz Q LOADING PA at AREA ;, \�M 4 } _ D ,•. ��y. �� �..�•�` ° °`•� - � PORTION OF TRAC� A. LAWSON v> I \: Z W q „ \� „ \ \.� ' (PUT BOOK 42. AES 134 -135) PUMP STATION PER SPECS V,/ U o \ i o' ■ o & DETAILS _ a \� F . @� a r: E . p r "� FPL 3i4 �, x ` 1 TRANSFORMER �F Li N 4 ? 4 ■ `:,, SPARE WRG Ea _ I I OFFICE • ONE STORY BUILDING f 6,200 SF PROPOSED HT. OF 24` -8" ' ( 2)2 - SLEEVES EACH LOCATION Yr ! v t W _ _ < i i 5 BUFFER W o o. ■ BIKE RACK off _eRi (AWNING ABOVE ) ��, ME I G TRASH RECEPTACLE au\\; \ \� \ \. \. \ \ \� %�` 4 � _ c i FUTURE ACCESS projet= bench i \ storag ...p ' `7 r�i SLEEVE WALKS, ` - °\ b 't beach oo � Ift 4w : INGRESS & EGRESS EASEMENT • \ " (O.R. BOOK 20779, PAGE 210) �\ ■ ■�■■ ■ ■ ■�/ I arcl tedj6jp{ g.ht ■ log ■ ■ ■ ■ ■ ■ a ! X001 n. congress ave.. suite 105 -a ■ ■ r ■ ■ ■ ■ ■ �` S87 0 29'13 "W 223.23T) \ ; delr beat I a y h. f!orida 3344 5G1 -27G-G3 11 120.0' THROAT DISTANCE \ , wv #LA0000999 Sheet title- WV o WV — — -- W1_ irrigation — NOTES: n { i a i ! PRIOR TO THE PERMIT APPLICATION, THE PUBLIC WORKS DEPARTMENT WILL BE project nu CONTACTED REGARDING THE REMOVAL OF REUSE DURING THE CONSTRUCTION 6513 PHASE PER THE "CODE ", SECTION 10 -26A. date= scale i = 1.0, THIS IRRIGATION PLAN MEETS THE CITY'S CODE AND THE APPLICABLE BUILDING drawn b rj h CODE IN EFFECT AT THE TIME OF PERMIT APPLICATION. revi5ion5: ALL ABOVE GROUND MECHANICAL EQUIPMENT SHALL BE VISUALLY SCREENED. AN -1-2-1-14 .Ft �omfiBntg BACK -FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL 11--05-14 STRUCTURE WHERE APPLICABLE. A sheet= DEC 14 N o T �t - ., -F COPY ul, DING DIVISI 1 of Z sheets FLO NE LATERAL SUPPLY C14" f F W-T- LEGEND 1. MPR PLUS NOZZLE (SIZE PER PLAN) 2. APPROVED BACKFILL 3.6'/12* POP UP SPRAY e Pop Up S~y 4. LATERAL PIPE 5, LATERAL TEE FUNNY PIPE 2 & FITTINGS SCH. 4o PW OR POLY RMIR A , CO ACT CROLM AROUND RISER rim - oo NOT USE RIESAIR STAKE 6 THftEADEt) sw*4G JOINT. LATERAL LINE SHRUB RISER SPRAY OR MP -ROTOR ZONE VALVE DETAIL 4 NOTE: INSTALL SPRINKLER AT FINISHED GRADE POP UP, SPRAYS OR MP ROTORS PI 1 30 INCH LINEAR LENGHT OF WIRE, COILED WINTER PROOF CONNECTION (I OF 2) 03 1. D. TAG 40 REMOTE CONTROL VALVE RAMW OR WSM PGV VALVE sox- i(r Amm OR emsom - FINISH GRADE 07 PVC SCH. 80 NIPPLE PVC SCH. 40 EL WW PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) 100 PVC LATERAL PIPE 101 MAINLINE 102 SCH. 80 NIPPLE (T LENGTH, HIDDEN) AND SCH. 40 ELBOW 103 SCH. 40 PVC TEE OR ELWW C14) SCH. 40 PVC FEMALE ADAPTER P UMP STARTER ELECTRICAL DISCONNECT i NOTES: PIPING: - MAINLINES: CLASS 160 PVC. SOLVENT WELD. 1--CL-ASS-.1,60.FO-R.I--I/W.'.,&-LARQ.E,R - _ I - ZONE LINES: CLoN$S_2WfJ0R- THIN THE R.O.W. -SC ,4Q,PVC_X24"0_F W1 SLEE`.1�1?ES: SCH. 40 PVC SOLVENT WELD (USE NO COUPLINGS.) AS NOTED ON PLAN FITTINGS: MAINLINE = SCH. 40 PVC ZONE LINES = SCH. 40 PVC. FABRICATION: SQUARE CUT, DEBURR AND FULLY ENGAGE JOINTS. USE PURPLE PRIMER ON ALL PIPE 3"& LARGER. USE PURPLE CLEANER ON ALL PIPE 2-1/2"& SMALLER. USE GREY MEDIUM BODY CEMENT ONLY FOR ALL JOINTS. ALL PIPE AND FITTINGS TO CONFORM TO LATEST ASTM SPECS. DEPTH OF LINES: MAINLINE & WIRING = 24" DEEP. MIN. SLEEVES UNDER PAVEMENT = 24" DEEP, MIN. ZONE LINES: 18" DEEP, MIN. FOR 2" & LARGER & 15" DEEP, MIN. FOR 1 -1 /2" & LESS CONTROL WIRING: #14 AWG FOR HOT & SPARE WIRES, #12 AWG FOR COMMONS. SINGLE STRAND SOLID COPPER IRRIGATION WIRE, TYPE PE OR UF. FOR DIRECT BURIAL. RUN UNDER MAIN WITH SLACK. SPLICE WIRES ONLY IN VALVE/ SPLICE BOXES. COIL 24" OF WIRE AT ALL VALVE CONNECTIONS. USE FULL SIZE MOISTURE PROOF CONNECTORS FOR ALL SPLICES, DBY OR EQUAL. RUN SPARES AS NOTED ON PLANS. BACKFILL ALL TRENCHES FREE OF DEBRIS OR SHARP OBJECTS. USE CLEAN FILL AS LOCAL CODES REQUIRE. COMPACT TO ORIGINAL DENSITY. FLUSH ALL LINES, USE SCREENS IN ALL HEADS, ADJUST HEADS FOR PROPER COVERAGE AVOIDING WATER ON WALLS, WALKS OR PAVED AREAS. ALL DETAILS ARE GRAPHICALLY SHOWN ONLY.QUANTITIES SHOWN SHALL BE VERIFIED PRIOR TO BIDDING OR INSTALLATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASSURE COMPLETE OVERLAPPING COVERAGE.. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT/ IRRIGATION DESIGNER BEFORE PROCEEDING. THE LANDSCAPE ARCHITECT/ IRRIGATION DESIGNER RESERVES THE RIGHT TO MAKE MINOR FIELD CHANGES. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS/ NOZZLE SELECTION TO SUIT FIELD CONDITIONS. LOCAL CODES AND REGULATIONS SHALL TAKE PRESIDENCE OVER THE PLANS, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COMPLY. PROVIDE THE OWNER WITH AN ACCURATE "AS INSTALLED" PLAN SHOWING THE MAINLINES, WIRE SPLICES, VALVE LOCATIONS & ROAD CROSSINGS USING TWO DIMENSIONS FROM FIXED DATUMS. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO COMMENCMENT OF WORK AS REQUIRED BY FLORIDA LAW. PRIOR TO THE PERMIT APPLICATION, THE PUBLIC WORKS DEPARTMENT WILL BE CONTACTED REGARDING THE REMOVAL OF REUSE DURING THE CONSTRUCTION PHASE PER THE "CODE", SECTION 10-26A. THIS IRRIGATION PLAN MEETS THE CITY'S CODE AND THE APPLICABLE BUILDING CODE IN EFFECT AT THE TIME OF PERMIT APPLICATION. ALL ABOVE GROUND MECHANICAL EQUIPMENT SHALL BE VISUALLY SCREENED. BACK-FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE WHERE APPLICABLE. NOTES: PRIOR TO THE PERMIT APPLICATION, THE PUBLIC WORKS DEPARTMENT WILL BE CONTACTED REGARDING THE REMOVAL OF REUSE DURING THE CONSTRUCTION PHASE PER THE "CODE", SECTION 10-26A. THIS IRRIGATION PLAN MEETS THE CITY'S CODE AND THE APPLICABLE BUILDING CODE IN EFFECT AT THE TIME OF PERMIT APPLICATION. ALL ABOVE GROUND MECHANICAL EQUIPMENT SHALL BE VISUALLY SCREENED. BACK-FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE WHERE APPLICABLE. ni 1U0Q'r=r2 WAL 9 HOSE BIB - 1-1/2"GATE VALVE ALL GALV. STEEL ABOVE GROUND UNIONS TO MAIN SUCTION LINE No- PRESSURE GAGE ZONE WIRING IN CONDUIT TO MAIN PUMP MOTOR COVER CONCRETE PAD 2 H.P. CENTRIFUGAL PUMP: GOULDS XSH-20 OR EQUAL SECURE TO PAD "HOT STOP" THERMOCOUPLE PUMP STATION -- CONTROLS HUNTER I-CORE CONTROLLER #IC-1200 (12 STATION) F-- SOLAR SYNC SENSOR SPRINKLER HEAD LEGEND SYM. TYPE MODEL QTY. -15 6" POP UP MP ROTORS HUNTER #PROS-06-MP-2000-90-210 7 15 -MP-3000-90-210 11 45 -MP-SS530 13 -MP-LCS515 4 -MP-CORNER 8 F/T 1 12" POP UP MP ROTORS HUNTER #PROS-12-MP-1000-90-210 7 VN Go F2Q;] K-7 -MP-2000-90-210 1 m -MP-SS530 13 -MP-LCS515 1 -MP-RCS515 I (!)S SHRUB RISER MP ROTORS HUNTER #PROS-04-MP-1000-90-210 8 &5 -MP- 1000 -360 I e S -MP-2000-90-210 1 1 6" POP UP SPRAYS HUNTER #PROS-06-NOZZLE BELOW 66 /7N ATH O -127 -10'H -6'ADJ -SS530 C -ES615 -4- -5'CST-B -5AD 12" POP UP SPRAYS HUNTER #PROS-1 2-NO77LE BELOW 53 -12'ADJ iii -10 'ADJ -12'H -127 -12'Q -10'H m -107 _10 Efl -8'H fig -81Q E9 _SS530 C -ES515 SHRUB RISER SPRAYS HUNTER #PROS-04-NOZZLE BELOW 22 -127 -12'H -12'Q to 1 O'ADJ -8'H FLOOD BUBBLERS HUNTER #AFB (SET AT 1 GPM MAX. 52 0 HUNTER#PCB-10 NOTES: USE PROPER SCREENS IN ALL HEADS... RAINBIRD 1800 OR TORO 570Z SERIES SPRAYS MAY BE SUBSTITUTED USING HUNTER MP ROTORS WITH MANUFACTURERS SPRAYS SYMBOLS - LEGENDS 2" MAINLINE: CLASS 160 PVC W/ LOW VOLTAGE WIRING PER SPECS SLEEVES: SCH. 40 PVC AS NOTED ON PLANS SUCTIONLINE: 2" CLASS 160 PVC W/ 3" PVC SCREEN INSTALLED TO L.W.D.D. REGULATIONS PUMP STATION: 2 H.P. W/ SMART CONTROLLER & HUNTER SOLAR SYNC ET RAINSWITCH PER DETAIL ZONE VALVES: 1" OR 1-1/2" RAINBIRD PGA OR HUNTER PGV W/ VALVE BOX PER DETAIL STATION # G.P.M. OF ZONE VALVE SIZE R M DEC 9 5 2014 FILE COPY U I I- muf Imy I project i-storage a cl y 0 Ld VET .b keir 4 601 n. congress ave.. suite ib54: defray beach. f lorida 33445 561-270 -6311 #LAO0OOqqq sheet title: irrigation details project number: date" scale_: drawn by: r-j h revisions Ai i-2!i-14 r-Ity comments, s h e et = 1�2 2- of 2- sheets FLOW Si. BBLIEER NORTHWEST CORNER SECTION 5 -46 -43 O C = W Iz M O 71 0 :0 O z U O rn O z > z -� C to ITT FND. 1/2* IRON PIN & CA (NOT LEGIBLE) T 0 0 0 7' U.E. 151.79' O O N O At O O O n O N I !a U I I I 1.67' Pr 0 Q I 1.67' I 1.67' rn� 1.35 I v I a NORTH LINE OF THE N.W.1 /4 OF SECTION _____" ��� CENTERUNE OF 80' L.W.D.D. CANAL L -28 RIGHT —OF —WAY N 87 E w 0 Cn 0 0 O � 5.00' 01 12.18' X3.00 N 13.02' 3.00 2.80'' L 0.85' i" 1.15' 1.67' WIDE FOOTER 2.15' 0 0 2.15' FORM BOARDS ONLY TOP OF FPRM ELEV.= 14.70' 0 2.40' 233.22'(D) 23 3.27'(M) 2.67' 2.67' .67' WIDE FOOTER SM 00 '1.32' 142.60' 6.1 14.yi5 � 85 0 5.50' 13.1E 3.DD'� 13.VV v3.000� 2.85" aD v m CONCRETE PAVEMENT = J V POINT OF CURVE A/C = AIR CONDITIONING QQ = SET 1/2" IRON PIN .01 & CAP LB #7383 LB = LICENSES BUSINESS LS = LICENSES SURVEYOR A.P.U. = APPARENT PHYSICAL USE S 87'29' 13" W FOUND PK INGRESS & EGRESS EASEMENT NAIL & DISC I (NO ID.) AS PER O.R.B. 20779, PAGE 210 THIS IS A SPECIFIC PURPOSE SURVEY FOR FORM BOARD LOCATION OF LEGAL DESCRIPTION PARCEL 1: Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof, recorded in Plat Book 46, Page 178 through 179, inclusive of the public records of Palm Beach County, Florida. AND That portion of Tract A, as shown on the plat of LAWSON INDUSTRIAL PARK PLAT NO.1, according to the plat thereof, recorded in Plat Book 42, Page 134 through 135, inclusive of the public records of Palm Beach County, Florida, that lies North of the North right of way line of S.W. 30th Avenue, as such right of way is shown in Plot Book 42, Page 134 through 135, inclusive of the public records of Palm Beach County, Florida. PARCEL 2: Together with ingress and egress easements as set forth in that certain Cross —Acces Agreement ny and among - Boynton; Properties, LLC, Boynton Beach Car Wash, LLC and Mega Mini Co (Itd.) recorded; August 25, 2008 in Official Records Book 20779, Page 210, Public Records ^ Beach County, Florida. SURVEYOR'S CERTIFICA t1�tgtallrr���r I hereby certify to the best of M* Iew 9� ptdd.f�eliL�f;vYha ,this drawing is a true and correct representation of the � cry @� a °1h property described hereon. i further certify that;this� dmf avey j iZ P� in accordance with the applicable provisions' of t�ery ; .17 n6t"Idoini ative `Code. Manucy Land Surveys inA n A ee Date 10/27/14 So�rt� P Revision 1. .>;pTe a urvemr 8 er No. 5158 Revision 2: °��s9te�`" ls "�.�� .� SURVEYOR'S NOTES: 1) The Legal Description was provided by Palm Beach County Public Records Official Records Book 25713 at Page 494. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plat Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, sold line bears North 87'29'53" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation =15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a . b. C. d. 9) Property Address: 10) Flood Zone B 3008 South Congress Ave Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number. 120196-0005C Date: September 30, 1982 11) Underground foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. 233,23'(M) LEGEND = CENTER LINE FND. = FOUND CONC. = CONCRETE = CONCRETE PAVEMENT = ASPHALT PAVEMENT P.C. = POINT OF CURVE A/C = AIR CONDITIONING QQ = SET 1/2" IRON PIN O & CAP LB #7383 LB = LICENSES BUSINESS LS = LICENSES SURVEYOR A.P.U. = APPARENT PHYSICAL USE U.E. = ULILITY EASEMENT ID. = IDENTIFICATION (M) = MEASURED (D) = DEED 0 0 0 N 87'29'53" E 59.94'M) 52.95' 59.94'(M) S 87029'13 101 W GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft.. 1; 0 O N Ln O O I, O MANUCY LAND SURVEYORS, INC. 12660157TH STREET NORTH JUPITER, FLORIDA 33478 PHONE: (561) 427 -0855 LB 7383 SCALE -V- 0' DRAVM BY: I FIELD BOOK: ORDER NO. DAIL* 10 -27 -14 1 ,I.HA sN EED 4378 SPECIFIC PURPOSE SURVEY OF LOT 1, LAWSON INDUSTRIAL PARK PLAT NO.2 P.B. 48, PAG 178-179, PALM BEACH DATE FEMONS INITIALS ] PREPARED iM P.B.BROWN -'- FND. 4 "X4 " CONCRETE MONUMENT DISTURBED (NOT LEGIBLE) 0) O W m D O M O M z O N � 0 O M D z � D D rn C7 m i � � D o y O � v M O F1 .... z O Cn z O v a c 52.95' 59.94'(M) S 87029'13 101 W GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft.. 1; 0 O N Ln O O I, O MANUCY LAND SURVEYORS, INC. 12660157TH STREET NORTH JUPITER, FLORIDA 33478 PHONE: (561) 427 -0855 LB 7383 SCALE -V- 0' DRAVM BY: I FIELD BOOK: ORDER NO. DAIL* 10 -27 -14 1 ,I.HA sN EED 4378 SPECIFIC PURPOSE SURVEY OF LOT 1, LAWSON INDUSTRIAL PARK PLAT NO.2 P.B. 48, PAG 178-179, PALM BEACH DATE FEMONS INITIALS ] PREPARED iM P.B.BROWN \\ - NORTHWEST CORNER SECTION 5 -46 -43 60.00' 0 C Iz M O m 0- 0 0M Z z r - U) w o Im 0 q z cn rn Z C w M FN D. 1/2" IRON PIN & CA (NOT LEGIBLE) W O O N O M 01 O 0 0 u THIS IS A SPECIFIC PURPOSE SURVEY FOR FORM BOARD LOCATION OF LEGAL DESCRIPTION PARCEL 1: Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof, recorded in Plat Book 46, Page 178 through 179, inclusive of the public records of Palm Beach County, Florida. AND 16.31' NORTH LINE OF THE N.W.1 /4 OF SECTION 5 -46 -43 — CENTERLINE OF 80' L.W.D.D. CANAL L -28 RIGHT –OF –WAY 3 BLOCK HIGH (NO FLOOR) N 87 E 59.94'M) 233.22(D) 233.27'(M) 1'z7 FND. CENTER LINE N 87'29'53" E FOUND CONC. = CONCRETE 4 "X4 "'_ CONCRETE PAVEMENT = CONCRETE MONUMENT P.C. = POINT OF CURVE A/C = DISTURBED Q = SET 1/2" IRON PIN (NOT LEGIBLE) LB = LICENSES BUSINESS LS = LICENSES SURVEYOR A.P.U. = o O ULILITY EASEMENT �I IDENTIFICATION M MEASURED (D) = DEED D O M O M O N � 0 M ;0 D z C) D rn n D � o b 0 D -I 00 O � m _. 0 z o as z 00 � O U) m v 203.43' N Co Oc I S 87'29'13" W —FOUND PK INGRESS & EGRESS EASEMENT NAIL & DISC I (NO ID.) AS PER O.R.B. 20779, PAGE 210 That portion of Tract A, as shown on the plat of LAWSON INDUSTRIAL PARK PLAT NO.1, according to the plat thereof, recorded in Plat Book 42, Page 134 through 135, inclusive of the public records of Palm Beach County, Florida, that lies North of the North right of way line of S.W. 30th Avenue, as such right of way is shown in Plat Book 42, Page 134 through 135, inclusive of the public records of Poim Beach County, Florida. PARCEL 2: Together with ingress and egress easements as set forth 10, that certain Cross —Acces Agreement ny and among Boynton,y f� ies, LLC, Boynton Beach Car Wash, LLC and Mega Mini Co. (Itd.) re p u i in Official Records Book 20779, Page 210, Public e pr i f�ffffff����elj� p aty Florida. SURVEYORS CERTIFICATE. " � ; A a '4� jaw 1 hereby certify to the best of myZk ledge aroo"elief tlCg gth4s is a true and correct representation of theadry surve r�p ty ; described hereon. 1 further certify that this 6 gry ey wo repe�cd i+4 ccordance with the applicable provisions of CTS R $J— ida Admintstrn Code. Manucy Land Surveyors,:;: mg a Date 10/27/14 J6tuJ afime -t Revision 1: Pro fds per No. 5158 Revision 2: State�g ;Iiitl0l 0 0 I 7' I 16. SURVEYOR'S NOTES: 1) The Legal Description was provided by Palm Beach County Public Records Official Records Book 25713 at Page 494. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plot Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, said line bears North 87'29'53" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation =15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a. b. C. d. 9) Property Address: 10) Flood Zone B , 3008 South Congress Ave Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number: 120196 -0005C Date: September 30, 1982 11) Underground foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. N O I 233.23'(M) L EGEND = CENTER LINE FND. = FOUND CONC. = CONCRETE 0 = CONCRETE PAVEMENT = ASPHALT PAVEMENT P.C. = POINT OF CURVE A/C = AIR CONDITIONING Q = SET 1/2" IRON PIN & CAP LB #7383 LB = LICENSES BUSINESS LS = LICENSES SURVEYOR A.P.U. = APPARENT PHYSICAL USE U.E. = ULILITY EASEMENT ID. = IDENTIFICATION (M) = MEASURED (D) = DEED -1 0 0 C 52.95 59.94'(M) 4 S 87'29' 13" W GRAPHIC SCALE 20 0 10 20 � y { IN FEET ) 1 inch = 20 ft. 1-4-141 STEM WALL SURVEY J.H.M. DALE I REVISIS IMW.LS T O 0 N At 0 O I0 MANUCY LAND SURVEYORS, INC. 12660 157TH STREET NORTH JUPITER. FLORIDA 33478 PHONE- (561) 427 -0855 LB 7383 9CAlEY -20' DRAWN BY, I Fli BOOK: I ORDER N0. DA1E:10 -27-14 I J+.IL SNEED 4378 SPECIFIC PURPOSE SURVEY OF LOT 1. LAWSON INDUSTRIAL PARK PLAT NO.2 P.B. 46, PAGES 178 -179. PALM BEACH