Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SITE PLAN 4-2-08
SITE PLANS nvvmven SITE PLAN DRAWINGS FOR: R«olution« IN SECTION 1 &TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCiE COUNTY, FLORIDA PREPARED FOR ST, LUCIE COUNTY INDEX TO SHEETS SITE PLAN DRAWINGS 31 it i t +1111YIr m 22 27 °I t a i a I ven/ i I►A � "III — x ,; r � a l`i aJF,Ilr/ited'�✓ `�`` , I � �14 3 �` IIIIIII I I r23 _I==pIn►14 t' III�I II 'I • �. IL111 G , ��� • IM . I r ' I Ir�i.' w i + I Illrll ! IC a IM — __ lILIITtTiIl:!II11111U19e _ .....ro � I qT7 `, 4 , 9m V I LOCATION MAP mm ■n ,ry h• nr-"'.n a ,I f I 3 r � ✓ p , F f,p iP'r, It � 1514 I �i 1 I - • � tr,� J A ]4 A 4 X r 4 I' ,t . �WF' '.; ail a, (.a�� � f r ,a"�A I♦i d J� i PREPARED BY CLIENT: ENGINEER/SURVEYOR: LANDSCAPING: 1 Allied New Technologies Culpepper & Terpening, Inc. Landscape Design Associates 8 3901 NW 115th Avenue 2980 South 25th. Street Miami, FL 7410 US 1, Suite 103 .. 33178 Fort Pierce, FL 34981 Port St. Lucie, FL 34952 Phone: (305) 888-2623 Phone: (772) 464-3537 Phone: (772) 871-5816 PROJECT LOCAT►N U L P E P P E R 8C Fax: (305) 885-4671 Fax: (772) 464-9497 Fax: (772) 871-9905 _ Jim Palmer, CEO F.L. P.E. Reg. No. 58732 N.T.S. T'ERPENING,INC. P.L.S. Reg. No. WE RM WN m CONSULTING ENGINEERS • LAND SURVEYORS DATE ISSUED: 0 3 / 2 8 / 0 8 on W z o8 2980 SOUTH 25th STREET * FT. FIERCE, FLORIDA 34981 * (772) 464-353 c CERTIFICATE OF AUTHORIZATION NUMBER: 0000 4286 ALLIED NEW TECHNOLOGIES 06-505 SHEET 1 of 11 $ a FILE NAME: 06-505cov.dwg 801 gol ,: 26.8 .._. _ . - ._ ly4- _ ._•_. _ -0 s• MIN SETBACK REQ. 26.e _ ..._,. _.-.. _. _..._ .-.-.._._ _ _ _. _, _ _ 25.0 . - :� __ -'4 B NDARY CINE""" _. FRONT �® -- __ 25.0 -� - -- _ .._.._ DES SIDES 26.8 _ 26.8 C NI SIDES RE AR p o 0 0 0 0 0 0 0 0 o a a a- --------------- �p o, o 0 0 0 _.. o PROPOSED --DRY T--NTIK lK 0-n 4-IH° �n �.� n n� 9--A-A-II--R-A-II--& IHO� � -N- R--R 0--9-A-II-aF -B-O�F A--n -A- R--R-A-II--N-IHII--& _ - .. �o� u n� a -11. 'R-tl�F R--li R-E,;. e-n-P- n-9=B-II--n. �1.--II--R A--tl F R-n -IH R-8 eB-11--N-8-11-iF aF-tl-IF fl-il -&- R-9-R=➢-�P 'A-tl-R- A-0-1F B--II -A- A--A-N-IF--A : 0-&-A-n-IF N--II A--9 41-II-A-R-II--IY B--0.�IF. R--tl �1- &--R-8-.6-8.-N-0-1F. 9--II-� N-U -R- R--9 1HF'-&-tl�F -' RAILROAD PU R iF-II-R- R-II -& I� IN .. UR TING RAILROAD SPUR � -If- tl-N -A-II-IF iI-O-N--9-IHto EXISTING 9-9- B-tl$ 8--9 � II-6 . S �-IF-tl '9-tl--� it-O-IF tl--II -H- 9--9 i-O-N iF-IF-IF iH11F -F N-'-�9 iF-IHh �B-B- 9--II -tl- N-H �-IF-tl iFtl-iF it-01F U-II � tl--B -9-tl-9 �-O-IF U--tl1F 8-i1-� 6-9-9-II--9 �-0-& 9--II-� E'-� 1f- 9-9 -IN II--& -INII-X' �&-ilt. F TECH. .u..` A PAP ADO \ O 25.0B--IIi 26.8 ED szs' ..0 p --9 c O p COVERED EXIST_ 6' CHAIN LINK FENCE _- p ✓ 'O O ,ADD TIONAL n NORTH -,...,... TORAGE AREA LEXPANDED DRY DETENTION BY, 17.47%. O .. 40 30 20 10 0 20 40 80 ., - p ®® �u '(CO@Ett�A`AT- �.. ®.� ,..a•'.; .. .. .. ,. . ... '.' .9706,...; ... , ....: ".>, �`t > "y�:`.'1 �a .- - -. _-___....._ -__ - _.;:. .. ��; '.:.. __ C LE IN FEET: 1"= 40 e3' concRETE AREA :.,a,., ti *NOTE: EXISTING DRAINAGE AREA TO BE IMPROVED TO DRY DETENTION BY OVER -EXCAVATING TO REMOVE ALL IMPERVIOUS SOILS. THESE AREAS WILL BE COUNTED AS OPEN SPACE. ALL ADDITIONAL DRY DETENTION TO BE OVER -EXCAVATED AS WELL. ---------'---- - aN : jl F \ MRE FENCE PROPOSE SATURATOR PITS E IST. .. _ ._ _ I ,' I� I I I f itti--_---1 2 L t. _ II I CO m CONCRETE LOADING DOCK & L_____ __ I - d: -- - _ _ l f I 8 I TANK STORAGE /. 1. •C 2� cx15T. , GENERA NOTES .,...r _---_--_J ., PROPOSED DRY DETENTION D =vss NGw % 'a ti !(r�, 1 i R6 r Ex. Asphalt 62.542 1.44 5.76 OSED r Ex. Shell Rock 32,709 0.75 2.99 z COVERED CONCRETE j i'. " STORM�INLET�_ ' �' Ex. Concrete 4,309 0.10 0.40 r I y I (,TYPICAL) Ex. Pavers ` 3,224 007 0.30 r--------------------- -- r ' -€x_4tems-(to be�eRwv 7 . 9 0.70 --2.80 o I to I Y � , K� � v y .. ed 30 46 Yj '� ��'. �B• ` <,� ; ,',.' / Y F h < ? ` 4 1. . a O UTILITY PAD EXPANDED :I i I I y°', Proposed Buildings -f P 9 (new) 35.265 0.81 2.96 ' BY 84 FEET ` • ' - - �,' i r �., r Proposed Asphalt (new 114,764 2.63 10.52 EXIST. 1 STORY /. .:": ;c,., t .> :' i,, , .' . I x, ... . , .�.'<.•` n ,. `9� O Prnnn.M Cnnrrn+e (n - \ 00 RRS n co 0 on UP-11 P RFF I FIELD 13K./PG.1 5 Base PD.las P:1Proj-2006W6.505 Allied New Technologies'Eng Dwg NGVDW6-505 Base REV SITE PLAN.dwg, 327/2008 253:32 PM PK NAIL & DISK -RLS 2391' EL=29.63 NGVD CULPEPPER & TERPENING, INC (CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25di STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • w ,ct-mg.com SPATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO.4286 -REVISIONS- BY DATE REVISED BUILDINGS PER CONVE & AVS TJW 2/11/08 REVISED DRAINAGE PER FP&L t& TJW 3/7/08 REVISED TRUCK SCALE & GRADES PER F-P&L TJW 3/10/08 REVISED BIULDING AREAS TJW 3/19/08 BY DATE DESIGNED DLP 9/10/07 CALCS. DRAWN TJW 9/10/07 DETAILED CHECKED DLP 3/10/08 APPROVED m L PHILLIPS, P.E. ALLIED NEW TECHNOLOGIES REVISED SITE PLAN DATE: 3 18 08 HORIZ. SCALE: 1 „=40' VERT. SCALE: N/A JOB No.06-50 SHEET SP-5A See Sheet LD-02 for Typical Detail W Z 0 a Z Z CO 00 (00 0 OD 00 co 0 O I 0 O I � r Ll1 @ n O U N U 'j-O 0 z W rn U 1a Q CO v J LINE I� I; I o� «ryb' «�y FU+ry6LL OF TIRES /\ \ \ PA CEL No. 4201-113-0001-020/9 OCCUPIED PROPERTY LINE 41 s.o — N00' 21 W C/ IZIU.zi ILIJ -o---- , --- n---n----� -------n----F1 --- �---n----� --- n---n----n --- n----n----n --- n----ri r—b -- n----n----n -- �---n----n --- 71 44 o-1 x a o u a M a u u n M p u+ e d as a a a 1 En u u u Inl u E u u1uF n �ul4u-a 4-u ul q u n u a 91u u �u a #�o u a u u lul e u o u N+ u u ul ha u� I lu u u n a-�+u a-u u luI u� a Id �- a uN u� u� N-a-a a-u-flu-o lu�o-a �u n IuM u-�:i4 a u a ul h a u o, IpI u u u u uiuFu u u u u+il u o- u u ul p u u-r u-g1u u_➢�r u tiro-u u {ul u-u u u uty _i u�llt u-u iru�ufu-a lug u-u �}u�r e-u u IW u+ ru �tl t �u1r u{ Ilir u u r Hu �-wr u �{Ir u-uj��r u�al uT-ul--t-u-m f-II �} a u a u-q {r o1r �-u_tl It a tr u-u u-u iru s Li— LI IJ LI IJ LT LJ LJ LI LI -- LI U L1 --LI IRAAKROAD--SPVFC LI -- U U-- LI ----LF -- U--- Ll LJ --- - zs.o I 6' CHAINLINK FENCE / '' L-��----C----C----C----�?--- D-----J---- POWER PC \SF ------------------- 9 I PROPOSED COVERED CONCRETE i i'' / �T __ \ 11 0\ I 6 I / SALT STORAGE AREA - -- / CONST. CONCRETE --- - I I / $. LOADING AREA \ ----------F.F.E. 28.00a \ tLlmof ';a, Landscape pe eas 1 ` \ j D 1 z 3' Additional Landscape jr r\ I \\ ere' _ — PROPOSED SATURATOR PITS Ij I EXIST. 1-r7��rvu I1 COVERED CONCRETE LOADING DOCK & I I I 1 j z (2,234 sf Total) 'l TANK STORAGE I EXIST. CONCRETE • II 1 \I I I F.F.E: 31.5 I WITH TANK ' i 1 I I CONC. AD I EXIST. 2" PVC X 0 I _ I ', 'I 1 J \ ENO. IN 4' PVC \ (�I, "' ' XXX; I ' (ACID) I Q ---- \ PIPE E PROPOSED I --rr,-,l-rr--____l� I \ 1 L______- r--, I I I L_JI^I III- ONE j J I 1 03 STORY BUILDING 7 L, 0 I i i� ' L.-- ' I '� V �' �� \I Z 03 2,20D I l_,I, „ I 'I S.F. I L-------� PROPOSED F.E=2115 \ \ t-`� I ICI la I q 9 I m I 2,000 S.F. c CONCRETE SLAB FOR TANKSDRAIN FIELD I \ 1rn I\ I a l p n t� i it3iiwl i \Z '[TI cZ 1{. CPVC L 4" CPVC 4CPVC n rd 0- X 30,000 GAL CONIC. N INEXIST. SLAB I \ 1 I 1 I I • • • F.F.E. ?�.3 • • • • • i i i TANKS i LP GASIL ------ TANKS J i I .0 . Q�'Gn rr ��CONCRETE SLAB BRINE SKID 4 " WAS - Pei i fl PROPOSED ONE STORY PLANT BUILDING 20,200 S.F. F.F.E. = 29.00 OVERHEAD DOOR MAIN jI I I 1 a I I I I z I COVERED CONCRETE I I O 1 I 1 U I I � I 0! I a I I EXIST. 1 STORY I ALUMINUM BUILDING F.F.E. 28.25---------- I J / 6" CPVC 4" CPVC PROPOSED CONCRETE See Sheet L10' Landscape Buffer LD-02 for `'- — Boi eDL eel eoL eoi aue01 e01 — Typical Detail 92+00 90+00 I - N 91+00 22+-0-----------------------23+-U6--------------^------ ----------------- 5+-Z56---------------------- - 15' N C�> 1 xI P1]!Li I S lX POSED TANK FARM F.P.E. = 28.50 1 ICabbage 1 1e removed I ;ate ll ' \ �■ TOO OF CANAL — 801 - 1 I I I II I L_, • • I ------------ — ti" CPVC \ L --- JJ1 I I-- I EXIST. I ' ALUMINUM BUILDING I ' ON CONCRETE I - F.F.F.=29.85 i a i I EXIST. GONG. SLAB • • • _________J EXIST. , I —_-•- '-I-___y RAMP F --- ----- I II I II I ' EXIST. ALUMINUM BUILDING I I UNDERROOFROOF , I EXIST. CONIC. SLAB ' NORTHWEST/EAST SIDES OPEN I , W/ TANKS _ I F.F.F.-29.83 II I I I ' �/ ��� •%II C�`' ��— BOl - 15' Landscape Buffer OMITS OF CANAL REGRADING ----I 70O TOB TOB TCB TOB TOB TOB 1 ,I B +oD §s+do ---bp�' - ---� ----------- ----27+156 - �o�----------- ----- I , __-_________ __ ----------------�+DD-- i\ i 801 TOB TOB Landscape Data: Exterior Landscaping• Vehicular Use Area along R/W/PL: Rangeline Road.' 866'46' = 820'o 11ree/30' = 27 trees Additional trees for Buffer not provided. 8 trees Other PL.- 2,151'ol tree/30' = 72 trees Total Exterior Trees required- 113 trees Landscape Area required along Rangeline Road.' 866x15' = 12,990 sf Landscape Area provided.(386'x15)+(4805c10) = 10,590 sf Additional Landscape Area required.' 480'x5'x15 = 3,600 sf Addtional Landcape Area provided.' 3,879 sf Interior Landscapnnc Vehicular Use Area: 185,577 sf Interior Landscape Area required (1/18sf)," 10,310 sf Interior Landscape Area in Islands required.' 2,700 sf Interior Landscape Area provided' 229,243 sf Total Interior Trees required.' (11180 sf, inc 1 per island) 57 trees Total Trees required.' 170 trees Addtional Trees for Mitigation: 23 trees Addtional trees for smaller Pine trees: 27 trees Total Trees provided. 220 trees Interior Trees Provided. 57 trees Tree Mitigation. Native trees removed' 36' Native trees preserved.' 165 Mitigation required.' 40' Mitigation provided- (7) Pine trees, 6' ht, 1' cal.' 7 (7) Pine trees 8' ht, 1.5, cal, 10.5' (9) Pine trees 12' ht, 2.5' cat 22.5' Existing Cabbage Palms removed.' 6 trees Cabbage Palm Preserved.' 1 tree Proposed Cabbage Palms for replacement 10 trees Landscape Legend.• Copy QTY SYM Trees: FILE 30 Red Maple ceAcer rubrum, FG, 12' ht, 6' Spr, 2.5' DBH 59 Wax Myrtle Myrica cerifera, FG, 12' Ht, Multi -trunk 2.5' DBH (cumulative) 36 Slash Pine Pinus eliottii 'Densa, FG, 6' Ht, 3' spr., 1' DBH Slash Pine 37 y , Pinus eliottii 'Densa, FG, 8' Ht, 3' Spr, 1.5' DBH 32 Slash Pine 0 Pinus eliottii 'Densa, FG, 12' Ht, 5' Spr., 2.5' DBH Existing Slash Pine 1 Pinus eliottii 'Densa, Whit and up, 108 cal and up Cabbage Palm 10 VP Saba/ palmetto, FG, 18' ht, 10' C.T. Min, matched 1 Existing Cabbage Palm Saba/ palmetto, 10' C.T. Min Bald Cypress 19 Taxodium distichum, FG, 12' Ht, 5' Spr, 2.5' DBH Shrubs. 2511 Wire Grass Arlstida ,BR, 18' o.c. 1966 O Fire Bush Hamelis patens, 3 gal, 24'x18, 36' O.C. 955 go Muhly Grass Muhlenbergia capillaris, 1 gal., 24, o.c. 198 ® Wax Myrtle, Myrica cerifera, 7 gal, 4' ht, 48' o.c. 693 O Wax Myrtle, Myrica cerifera, 1 gal, 12' ht, 24' o.c. 126 O Cabbage Palm Saba/ palmetto, 3 gal, a.s 883 Saw Palmetto Serena repens, 1 gal, 12' ht 488 O.C. SKE Ra 5' Additional Landscape Area (1,645 sf Total) DATE: y Z Da 6PTRC REP. -----30+66----------------------3T+D�-'- Note: All mulch to be Plne Straw Mulch. ------------------------------------- Graphic scare z 40 20 0 40 Scale: 1' = 40' co IQ .�s U 0 � M y � � Qi ^LFN y J Q ^�co rbi o 0 ytoON ttC� Z c`r�ip`UUp 3 z 0 m U . 8>- � z0 OWy0�a� SEAL WRCIfA ALA, R DC! 017 LD-01 4�/f � 1♦ 1 �) :�1�'?�1�I1� „ ���` I �}fi1.7L. , �� iI001!l�,•�tia♦.�, �,�►►��!��1T�:� � � �� ♦ F.,: L, �► �■�, _ITT T�z f��► �� F' . /�+1���� i� 11 V I � ...�`r; ♦ i� .. 1�`�1a�4• � Oa. - �• ��u ♦ � � ,►�1 ��� �,�.'\// 'f'r♦ � :: �'7.�1�111 .��.. �����, � �0, /�I/%��i/I,I�.._-�L✓//�r�!o��-�-� .i���b� 'lOy' -� � ` .ii,l♦ ��/ I ,► ♦ � � � 0� ,_� , � s��� :�1�`I��.�O. _/� 0'�� - -----�---/�Ji����/�It�II���/r/NAM& tt' �w�i• �-�-�i�V= \I�/�:i%� 1 Buffer Ra 53 AN AN 2 \ 2 . r . 1 •11 • 1 . 1 SP 2 MC1 8. SER 0 ', 100.00, 0 LA_aI pte0� j %ILI MARK !_►,,off:.`-.�,/ri1.-�o'�r' �►�� o��►r oo►�oTo`ar,':0000io��0000 A ��D ■ IIaON AM Tim • ICI•0-I+V!IL• ■ MAIN i Kim'd 0'r©♦op Q+� 1, _ �P rrd��Ai��r. ,00 'it* - PMY,T �} gg 6WA\O!/ !L ugp4p � Sao '��, J 14 SP 50 3' Additional Landscape 1 U H Area HAM (2,234 sf Total) - - - - - - - - - - - - - - - - - -� --------------- �� i EXHIBIT "A" ALLIED NEW TECHNOLOGIES MINOR ADJUSTMENT TO A MAJOR SITE PLAN CONDITIONS OF APPROVAL APRIL 15, 2008 1. The ragWed escrow deposit shall be paid in full prior to issuance of a Certificate of Occupancy and In compliance with the Landscaping Agreement under Reso 08-095. 2. In the event that any landscaping within a utility easement is removed or damaged, it shall be promptly replaced either in the wane location or in an alternate location approved by SLC per Section 7.09.04.0. 3. The applicant has provided assurances to St Lucie County that the property directly across from this development which is part of the Verano DRI, will not be developed as a park or residential development for ten years. As a condition of approval, the applicant, successors or assigns. shall agree to install augmented landscaping, acceptable to ERD, should residential or park t development be initiated on this property prior to establishment of an opaque vegetative bu ffer along the Rangeline Road right-of-way of sufficient height to adequately screen the subject property from adjacent residential or park land uses. This condition shall remain valid and enforceable after issuance of all development permits. FILE COPY Landscape Legend: SYM QTY Trees. AR 30 Red Maple • Acer rubrum, FG, 12' ht, 6' Spr, 25' DBH MC 56 Wax Myrtle a Myrica cerifera, FG, 12' Ht Multi -trunk, 2.5' DBH r (cumulative)$ g PE3 36 Slash Pine . Pinus eliotti' ' ' r 1' DBH a 1 Densa, FG, 6 Ht, 3 Sp , ©� PE2 37 Slash Pine f Pinus eliottii Densa, FG, 8' Ht, 3' Spr, IF DBH PE 32 Slash Pine Pinus eliottii 'Densa, FG, 12' Ht, 5' Spr, 2.5' DBH 1 `may i,,� Existing Slash Pine �Pinus eliottii 'Densa, 14' Ht and up, 10' cal and up SP1 10 Cabbage Palm Sabal palmetto, FG, 18' ht, 10' C.T. Min, matched Q) Existing Cabbage Palm .,., 1 Sabal palmetto, 10' C.T. Min Bald Cypress O c, TD 19 Taxodium distichum, FG, 12' Ht, 5' Spr, 25' DBH Shrubs. CL ARI 2511 Wire Grass U 'v (Mj ® Aristida BR 18' o.c. � HAM 1966 O Fire Bush cry 70 MUH 955 Hamelis patens, 3 gal, 24'x18; 36' oc. Q Muhly Grass J Muhlenbergia capillaris, 1 gal, 24' loc. MC1 198 ® Wax Myrtle, Q Myrica cerifera, 7 gal, 4' ht, 48' o c. MYR 693 (D Wax Myrtle, Myrica cerifera, 1 gal, 12' h 24' U. SP 126 0 Cabbage Palm Sabal palmetto, 3 gal, a. SER 883 Saw Palmetto Serenoa repens, 1 gal, 12' h� 48' O.C. .w. Note: All mulch to be Pine Grok scam S6ew mdcll sm/W f + 1D' r�rrvnle♦.;oars j D-0� Elm GENERAL NOTES: PLANTING NOTES: PLANTING SOIL AND BACKFILL I. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT - FERTILIZER.. PUNTING SOIL SHALL BE RECYCLED TOPSOIL AND SCOPE OF WORK REQUIRED. FERTILIZERS SHALL BE SLOW RELEASE, UNIFROM IN COMPOSITION, RECYCLED TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF GROUND YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED 2. THE PLANT LIST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN DRY AND FREE FLOWING. THE FERTILIZER SHALL BE DELIVERED ACCORDING TO STATE Of FLORIDA DEPARTMENT OF ENVIRONMENTAL -PROTECTION PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS HER OWN QUANTITY COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT LIST; THE QUANTITIES ON THE DRAWINGS TO THE. SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARIHO GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF SHALL PREVAIL THE MANUFACTURERS STATEMENT OF ANALYSIS,AND SHALL MEET SEWAGE SLUDGE COMPOST. RECYCLED TOPSOIL SHALL FACI ONLY BE OBTAINED FROM A SPATE PERMITTED RECYCLING FACILITY WHICH IS THE FOLLOWING REQUIREMENTS: SIX (6) PERCENT - ALSO D.O.T. CERTIFIED AND STORES PRODUCT ON A PAD WITH A 3. NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. NITROOEN,SIX (6) PERCENT PHOSPHOROUS,AND SIX (6)- CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT Of AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING 4, PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. PERCENT POTASSIUM.. FERTILIZER SHALL BE APPLIED TO ALL SHRUBS (1/3 L8 PER.3 CAL POT, 1/4 LB PER 1 GAL CHARACTERISTICS:- WEED FREE 5. THE LOCATIONS OF PUNTS. AS SHOWN IN THESE PLANS. ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED POT) AND OROUNDCOVER. THE SOD STARTER - MOISTURE CONTENT SOX BY WEIGHT MAXIMUM CONDITIONS. TO ACCOMMODATE UNFORESEEN FIELD 0 DITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY FERTILIZER MIXTURE SMALL BE A 5-10-10 ANALYSIS. A - WATER HOLDING CAPACITY 200K BY WEIGHT MINIMUM THE LANDSCAPE ARCHITECT OF RECORD. 14-14-14 FERTILIZER ANALYSIS IS REQUIRED ON ALL TREES - CARBON TO NITROGEN RATIO LESS THAN 25 TO 1 - ORGANIC MATTER CONTENT 40% BY DRY WEIGHT MINIMUM 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. AND SHRUBS OVER 5' IN HEIGHT (1/2 LB PER 5' OF - SOLUBLE SALTS LESS THAN 3 MMHOS/CM SPREAD).-AGRIFORM TABLETS WITH TWENTY (20) PERCENT - PH RANGE 7.0 - 7.9 7, ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HITS OF PLANTING. STAKES TO - - NITROGEN, TEN (10) PERCENT PHOSPHOROUS,FIVE (5). .- MINIMUM NUTRIENT LEVELS AS FOLLOWS: REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. PERCENT POTASSIUM IN 21 GRAM SIZES SHALL BE APPLIED MACRO NUTRIENTS: NITROGEN (H) - I% MINIMUM, WATER INSOLUBLE -. ALONG WITH THE FERTILIZERPROCESS(1 WITH 1 GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) - 0.59 MINIMUM, S. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. PLANTS: -2 WITH 3 GAL PLANTS AND 2 TABLETS PER 1" POTASSIUM (K) - 0.2% MINIMUM AND OTHER MACRO AND MICRO OF TREE TRUNK CALIPER). MAGNESIUM SULFATE SHALL BE NUTRIENTS. E RECYCLED TOPSOIL SHALL CONTAIN LEVELS OF THOSE 9. ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. APPLIED TO ALL PALMS AT INSTALLATION AT A RATE or - MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE 10. ALL SHRUBS, TREES, GROUHDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING 2 LB PER INCH OF TRUNK CALIPER. MANGANESE SHALL 1/2 AND MOLYBDENUM. RECYCLED TOPSOIL NOT. MEETING THESE SOIL NOTES BE APPLIED AT THE SAME RATE. REQUIREMENTS WILL NOT BE ACCEPTED. MULCH 11. DO NOT ALLOW AIR POCKETS TO FROM WHEN SACKFILLING. BACKFILL: MULCH .MATERIAL SHALL BE PINE STRAW MULCH ALL NEW AND TRANSPLANTED PLANT MATERIAL (INCLUDING NEW SOD) 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLANTING. ". AND MOISTENED AT THE TIMEOFAPPLICATION TO SHALL BE PLANTED ONLY AFTER PREPARATION OF EXISTING SOIL - PREVENT WIND DISPLACEMENT. MULCH SHALL BE APPLIED TO A AS FOLLOWS: 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. MINIMUM OF 3" DEPTH IN PLANTING BEDS. MULCH SHALL NOT SPREAD A LAYER OF 3" DEPTH OF RECYCLED TOPSOIL (AS DEFINED ABOVE) 14. PAINT ALL CUTS # SCRAPES OVER 1/4- IN DIAMETER WITH AN APPROVED TREE PAINT. ALL COST FOR LABOR AND BE PLACED WITHIN 6" OF TREE OR PALM TRUNKS. OVER THE ENTIRE PLANTING AREA. THE TOPSOIL SHALL THEN BE MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE TREE. - SOD - UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL TO A DEPTH OF 12" UNDERNEATH SHRUBS AND GROUNDCOVERS, 15. DO NOT BREAK ROOTBALL THE SOD SHALL BE. CERTIFIED TO MEET FLORIDA STATE 6" UNDERNEATH SOD AND TO A DEPTH OF 36" FOR THE TREE 16. ALL PUNT SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. PLANT BOARD SPECIFICATIONS,ABSOLUTELY TRUE TO PITS, WITH THE FOLLOWING EXCEPTION: NO ROTOTILLINO OR VARIETAL TYPEiAND FREE FROM WEEDS,FUNGUS,IHSECTS DISKING SHALL OCCUR CLOSER TO THE TRUNKS OF ESTABLISHED 17. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING AND DISEASE OF ANY KIND. PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL SUBSTITUTIONS - OUT FROM THE DRIP LINE OF THE EXISTING PUNT CANOPY. ALL BE RESET TO PROPER GRADE. PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. PUNTS, INCLUDING HEDGES AND GROUND COVER SHALL BE PLANTED 16. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE NO SUBSTITUTION OF PLANT MATERIAL TYPES OR SIZES WILL BE IN INDIVIDUALLY DUO HOLES AND THE MATERIAL DUO FROM THE HOLES MATERIALS OR. DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE Of THE WORK. UPON COMPLETION OF THE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE SHALL THEN BE FURTHER MIXED WITH THE PREPARED SITE SOIL PRIOR WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PUNT MATERIAL, EMPTY LANDSCAPE ARCHITECT OF RECORD. CONTAINER GROWN TO BACKFlWNGOF THE PLANTING HOLES AROUND THE ROOT BALLS.. PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. MATERIAL WILL NOT BE ACCEPTED AS A SUBSTITUTE FOR NO ADDITIONAL BACKFILL SOIL SHALL BE USED. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND B t B MATERIAL UNLESS PREVIOUSLY APPROVED. AN EXCEPTION ARE PUNTING PITS FOR CABBAGE PALMS, WHICH SHALL REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE INTENDED SUBSTITUTIONS SHALL BE SPELLED OUT IN BID. BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE. LANDSCAPE CONTRACTOR: - MEASUREMENTS REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PUNT MATERIAL FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. SHADE ?BEES: HEIGHT SHALL BE MEASURED FROM GROUND THE BRANCH HEIGHT OF CANOPY. SPREAD ALL PLANTING PIIS AND PLANTING AREAS SHALL BE AMENDED WITH AT THE TIME OF FINAL ACCEPTANCE THE TWO (2) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY TO AVERAGE AGRODIAMONDS %PER MANUFACTURERS SPECIFICATIONS. REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AROUND THE CROWN FROM THE CENTER OF THE TRUNK. AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL PLANT MATERIALS OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT AND APPROVED BY ST. LUCIE COUNTY ERG PROVIDES FOR A DIFFERENT ARRANGEMENT. AT THE END OF THE GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "Y" TREES, PALMS, SHRUBS,OROUND COVERS: WARRANTY PERIOD. THE LANDSCAPE ARCHITECT AND A REPRESENTATIVE FROM ST. LUCIE COUNTY ERD SHALL CONDUCT- . CROTCHES THAT COULD BE POINTS OF WEAK LIMB - - A FINAL INSPECTION AND PROVIDE WRITTEN APPROVAL OF THE LANDSCAPE . MATERIALS. THE CONTRACTOR SHALL STRUCTURE OR DISEASE INFESTATION. PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN REPLACE ANY MATERIALS THAT DID NOT MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT AND ERD PROMPTLY AND THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED SHALL NOT BE RELEASED FROM THE WARRANTY UNTIL ALL ITEMS HAVE BEEN RESOLVED. SHRUBS: Hd014T SHALL BE MEASURED FROM THE GROUND PUNT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN TO THE AVERAGE POINT WHERE MATURE PUNT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, 21.ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL STOPS. SPREAD SHALL BE MEASURED TO THE END OF PARTS I ML II, LATEST EDITION PUBLISHED BY THE FIOMDA DEPARTMENT ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK BRANCHING EQUALLY AROUND THE SHRUB MASS. OTHERWISE. ALL PUNTS SHALL BE NORMAL FOR THE VARIETY AND PRESENTED IN THIS PUN SET. MEASUREMENT AREA NOT TO INCLUDEANYTERMINAL FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLOMDA GROWTH. DIVISION OF PUNT INDUSTRY, 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). PALMS: CLEAR TRUNK SMALL BE MEASURED FROM THE SPECIMEN MEANS AN EXCEPTIONALLY HEAVY. SYMMETRICAL TIGHTLY GROUND AT THE TIME OF INSTALLATION TO THE POINT KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE APPEARANCE IS UNQUESTIONABLE AND R IS OUTSTANDINGLY SUPERIOR OR GREEN PORTION OF THE TRUNK OR HEAD. IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. GREY WOOD (G.W.) - SHALL BE MEASURED FROM THE ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, GROUND AT THE TIME OF INSTALLATION TO TOP OF THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PUNTING HARDENED TRUNK. ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL GE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE OVERALL HdOHT O.A. -SHALL BE MEASURED FROM THE ( ) REQUIREMENTS ARE OMITTED FROM THE PUNT UST. PUNTS SHALL BE GROUND AT THE TIME OF INSTALLATION TO THE AVERAGE FRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE FROND HEIGHT. LANDSCAPE ARCHITECT, PAWS WITH MARRED OR BURNED TRUNKS WILL. NOT BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS. WELL _ ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ACCEPTED. ARE SOLD. THE PLANTS SHALL HAVE TOPS OF OOOD QUALITY AND BE IN HEALTHY GROWING CONDITION, AN ESTABLISHED CONTAINER GROWN PUNT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. - SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH SPROUTS CLEANLY REMOVED AND BRANCHING _ REMOVE LOWER BRANCHES AS DIRECTED THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE WiTURAL SHAPE :UNIFORMLY DISTRIBUTED. BY THE ENGINEER. - OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRWR TO REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. THIN BRANCHES BY 1/4 OF TOTAL MASS. NATURAL SHAPE OF THE NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. SIZE, WITH APPROVED THE PAINT. SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO - RETAIN THE ALL PRUNING SHALL BE COMPLETEDSIC PAINT ALL CUTS. 1" OR > IN HOLD BATTENS IN LACE NO NAILS SHALL PLANT. PRIOR TO INSTALLATION UNDER THE TREE CALIPER SHALL BE MEASURED AT - 4 1/2 FEET ABOVE GRADE. MINIMUM 3 (2" X 4") WOOD BRACES. BE DRIVEN INTO TREE. HEIGHT OF BATTENS SHALL BE LOCATED FOR DIRECTION OF THE ENGINEER. ADEQUATE BRACING OF TREE. PART ALL CUT, I" OR > IN SIZE, WITH REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER'S DISCRETION). 5 (2" X 4" X 160) WOOD BATTENS. APPROVED .TREE PAINT. USE 3-3" ELASTIC GUYS. EVENLY SPACED AROUND TREE 5 LAYERS OF BURLAP _ REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). STEEL SANG - TABLETS AS SPECIFIED: BUD AG-60 MINIMUM 3" MULCH BUILD 4-6" CONTINUOUS SAUCER AROUND TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE CONTINUOUS SAUCER AROUND BUILD C (SEE PLANTING NOTES). THE TREE PIT TO HOLD THE WATER. THE FINISHED GRADE. TREE THE TREE. PR TO HOLD THE WATER. P TOP OF BURLAP BALL SMALL BE AT LEAST 2" z 4" x 24" STAKE - ROOTBALLS GREATER THAN 2' IH DIAMETER SHALL SIT Of 2" X 4" X 24" STAKE 1" ABOVE THE FINISHED GRADE..` FINISHED GRADE MOUND OF UNDISTURBEI] SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2 IN DIAMETER MAY SIT ON FINISHED GRADE DIAMETER OF THE HOLE SHALL BE TWICE SEE SPECIFICATIONS FOR BACKFILL COMPACTED EARTH. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. THE BALL DIAMETER. FOR ROOTBALLS Z' AND GREATER HOLE SHALL BE 2' MIXTURE. = FILL MATE€RILL SHALL CONSIST OF AT DIAMETER OF THE HOLE SHALL BE TWICE THE BALL FILL MATHSHALL CONSIST OF AT LEAST 1/3 HAOIL FROM HOLE DUO FOR PLANT. LARGER THAN THE BALL DIAMETER.. LEAST 1 3 NATIVE SOIL FROM HOLE RR PLANT. .DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLES 2' LARGER THAN THE BALL DIAMETER. BE _ TREE CALIPER SHALL BE MEASURED AT ROOTBALLS GREATER THAT 2' IN DIAMETER _ DUO FO — — - 4 1/2 FEET ABOVE GRADE. SHALL SIT ON MOUND OF UNDISTURBED _ _ —IT[c ADD AGRIFORM TABLETS AS SPECIFIED. ". TREE PLANTING (6 CALIPER & UP) — SETTLING. BALLS SOIL TO PREVENT S SMALLER THAN 2• IN DIAMETER MAY ST TREE PLANTING (2"-6" CALIPER) N.T.S. ON COMPACTED EARTH. - - H.T.S. TRIM ONLY THOSE FRONDS WHICH HANG BELOW LEVEL OF TREE. HEART. MINIMUM OF NINE (9) GOOD PALM FRONDS. DETAIL IMPLEMENTED IN AREAS WITH POOL DRAINAGE I�A PLANTING ■■_�_�_�SUPPLEMENT. TWO TIMES BALL DIAMETER .��■ . .. I. ,BE 20 :. . ! 'r r• is FILTER CLOTH .,�\�u► T�MIN. 12" DEPTH .rr. BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3" MIN. MULCH (SEE PUNTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. TREE PITS WITH DRAIN N.T.S. PLANTING BED EDGE TOP OF BURLAP BALL SMALL BE AT LEAST TIE THE HEAD OF THE PALM WITH BURLAP TOP OF BURLAP BALL SHALL BE AT LEAST I" ABOVE THE FINISHED GRADE. - - TIE THE HEAD OF THE PALM WITH BURLAP 1 1/2 " ABOVE THE FINISHED GRADE. - STRIPS LET STRIPS REMAIN FOR AT FIVE gSd, PRUNE SHRUBS AT ENGINEER RETAIN THE NATURAL SHAPE OF THE PLANT. NO MONTHS, BUT NO LONGER THAN TWELVE 12) MO DIRECTION. PRUNE ALL SHRUBS PRUNING SHALL BE DONE PRIOR TO INSTALLATION, TRUNK DIAMETER SHALL BE CONSISTENT- TO ACHIEVE A UNIFORM MASS. A �. )�, APPROVAL, AND DIRECTION BY THE ENGINEER. WITHOUT ABRUPT CHANCES LOOSE SHEATHES. HOLES, OR CAVITIES. REMOVE ANY CONTAINER THAT MAY BE AROUND - USE 3-3" ELASTIC GUYS, EVENLY Tory$ SECURE BATTENS W/2 3/4 " HIGH CARBON STEEL BANDS �, ROOTS. IF PUNT IS IN BURLAP,LEAVE BURLAP, ��sp�, 6 SPACED AROUND TREE _ TO HOLD BATTENS IN PUCE. NO NAILS SHALL BE DRIVEN IN PLACE WHEN PLANT IS INSTALLED. "4� INTO PAW. HEIOHT OF BATTENS SHALL BE LOCATED IN IF PLANT IS IN PLASTIC FABRIC, REMOVE FABRIC 5� g RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. INSTALLATION. I'o 0.P 3" MULCH (SEE PUNTING NOTES). A 3" MULCH LAYER. SEE PLANTING NOTES. SAUCER AROUND THE TREE PR TO HOLD THE WATER. 3 >' THERE SHALL BE NO 3 (Y 16") WOOD BATTENS. SLAYERS OF BURLAP TO WRAP TRUNK. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PR TO HOLD THE WATER. BUILD 4-6" CONTINUOUS 2" 4" x 24' STAKE (PRESSURE TREATED -GREEN PAINT IS OPTIONAL) .. EXTREME SUCCULENCE STEEL BANDS (3/4"; H.C.S.) ROOTBA GREATER THAN 2' DIAMETER SHAM SR x i MINIMUM 3 (2" X 4') WOOD BRACES; TO REMAIN FO]t AT ].EAST 12 NIQNTHS ON -MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ND O ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ° NAIL TO 2 X 4 STAKES 3 . ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED SOIL: DIAMETER OF HOLE FOR BALLS 2' & GREATER — — ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SR o `� r 4 0 BUILD 4-8" CONTINUOUS SAUCER AROUND THE TREE PR TO HOLD WATER. SHALL BE 2' URGER THAN DIAMETER OF BAIL 1 ON COMPACTED EARTH. g o DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE FILL AROUND ROOTSALL WITH BACKFILL MIX. TWICE. THE BALL DIAMETER. I. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE FINISHED GRADE FLOOD, & COMPACT FILL IN 3" LIFTS [RE -FLOOD — DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE 3 MULCH SEE (JET) i COMPACT FILL 1 DAY AFTER INSTALLATION] ADD FERTILIZER, MANGANESE, k FILL MATERIAL TO CONSIST OF 1/3 NATIVE SOIL FROM HOLE DUG FOR ROOTBALLS 2' k GREATER SHALL BE 2' LARGER PLANTING NOTES MAGNESIUM AS PER PLANTING NOTES. -- FOR PUNT. SEE SPEC'S IRREGULAR & THAN THE DIAMETER OF THE BALL. ADJUST WIDTH TO P�V1DE STAKING FOR STABILIZATION, SASALS. MAY BE FOR BACKFILL MIXTURE. MULTI —STEM TREE FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PGHT. W MEDIAN PLANTED UP TO E 2 BELOW GRADE PROVIDED CLEAR TRUNK SIZE SHRUB PLANTING N.T.S. I I SEE SPECIFICATIONS FOR BACKFILL MIXTURE. PALM TREE PLANTING S. MAINTAINED AS SHOWN ON THE PLANS. N.T.S. N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNINO SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. WATERING._ SCHEDULE APPLICATION SCHEDULE PALM TREES 20 OA APPLICATION PLANT LARGE TREES.-- 30 OA APPLICATION PLANT . SMALL TREES 20 OA .APPLICATION PLANT LARGE SHRUBS 10 AFPLICATION PLWT SMALL SHRUBS5 GA APPLICATION PLANT GRO NDCOVER 5 CA .APPLICATION PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH2 12 APPLICATIONS MONTH 3 B APPLICATIONS MONTH 4 8 APPLICATIONS MONTH 5 5 APPLICATIONS TOTAL: 45 APPLICATIONS Q Q Q t� C ABBREVIATIONS: C.T.- CLEAR TRUNK `J M.- FIEIONT D.C.- ON CENTER Sp'.- SPREAD M a ova � 2 O e copy ©Rob FILL SPREAD OF PUNT THOROUGHLY WORK IN 2" OF Q BACKFILL TO A MINIMUM DEPTH. OF 10". SOIL SHALL BE LOOSELY INCORPORATED INTO PUNTING REDS FOR GROUND COVERS AND PERENNIALS }�R PERENNIALS SEE SPECIFICATIONS vIl OR RAC PLANTINO SOIL MIXTURES. MULCH 3" MIN. DEPTH O (SEE FLANTIHO NOTES) C ALTERNATE SPACING OF FLINTS TO INSURE FULL COVERAGE BYa GROUND COVERS GROUHDCOVER. V O AND ROOTED CUTTINGS V N.T.S.QL - l 1 ■ .U.' G. PROVIDE ONE (2 X 2 ) WOOD BRACE - REMOVE LOWER BRANCHES AS DIRECTED • i"' REMOVE BURLAP FROM THE TOP 1/3 OF BY THE ENGINEER. fri V THE ROOTBALL (LA DISCRETION). TREE .TRUNK SHALL BE FREE OF ANY �_._ MINIMUM 3" MULCH SCARS. v 1 /// (SEE PLANTING NOTES). USE 1,/2 " DIAMETER REINFORCED RUBBER HOSE V` TQP OF BURLAP BALL SHALL BE AT TIED WITH 12 STRAND GALVANIZED WIRE TO 1 ABOVE THE FINISHED GRADE. LASH WOOD BRACE TO TREE. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAWL TREE CALIPER SHALL BE MEASURED AT 2" X 4" X 24" STAKE 4 1/2 FEET ABOVE GRADE. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SR ON MOUND OF UNDISTURBED GRADE ADTIONS SOIL TO PREVENT SETTLING. BALLS SMALLER THAN SEE FOR BACKFILL MIXTURE. 2' IN DIAMETER MAY SR ON COMPACTED EARTH. BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE DIAMETER OF THE HOLE FOR THE BALL UP TO TREE PR 70 HOLD THE WATER. 2 SHALL BE TWICE THE BALL DIAMETER. DIAMETER FILL MATERIAL SHALL CONSIST OF AT LEAST OF THE HOLE FOR THE BALL 2' AND GREATER 1 3 NATIVE SOIL FROM HOLE DUG FOR PUNT. SHALL BE 2' LARGER THAN THE BALL DIAMETER. TREE PLANTING (2" CALIPER & BELOW) N.T.S. ISSUED FOR: PERMIT SET CONSTRUCTION DOCUMENTS DATE: APRIL 111 2008 OWNER: ALLIED NEW TECHNOLOGIES, LLC804 3901 NW 115th AVENUE Doral, Florida 33178 T. 305.888.2623 F. 305.883.1 135 CONSULTANTS: XWD Design Group, LLC 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com JMM Consulting Engineers, PE 12651 South Dixie Highway Suite 209 Pinecrest, Florida 33156 T. 305.255.1621 F. 305.255.1732 INDEX OF DRA FT. PIERCE, FLORIDA ALT STORAGE BUILDING) INGS: Conve & AVS Inc. 10691 North Kendall Drive, Suite 303B Miami, Florida, 33176-USA Construction, Inc. NN Constructors flops 8370 Went Flagler St m S f e 206 hbi)M',FIO(Ida ARCHITECTURAL DRAWINGS: A-0.0 COVER A-0.1 LOCATI N MAP &GENERAL NOTES A-1.00 SITE PL A-1.01 FIRST F A-1.02 ROOF F A-2.01 NORTH A-2.02 SOUTH A-3.01 BUILDI� LOOR PLAN 'LAN & EAST ELEVATIONS & WEST ELEVATIONS JG SECTIONS STRUCTURAL DRAWINGS: S-1.01 c S-1.02c S-1.03c KEY MAP FOUNDATION PLAN & DETAILS SECTIONS & SCHEDULES i� L0w- PI.U�B: DAB'• MgCH� FILE COPY M.Q.P. DRAWINGS: M-1.01c MECHANICAL FLOOR PLAN E-1.00c PARTIAL ELECTRICAL SITE PLAN E-1.01 c ELECTRICAL SITE PLAN E-1.02c ELECTRICAL FLOOR PLAN E-1.03c ELECTRICAL NOTES, DETAILS & PANEL SCHED. THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620 2050 Coral Way. Suite 400 Miami, Florida 33145 Phone: (305) 856-8935 Fax: (305) 856-8936 GENERAL NOTES: 1. GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SITE CONDITIONS RELATED TO THIS WORK. ANY DISCREPANCY IN DIMENSIONS OR SPECIAL MODI- FICATIONS REQUIRED DUE TO FIELD CONDITIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT FOR CLARIFICATION, OR APPROVAL OR MODIFICATION BEFORE COMMENCING WORK. THE RESPONSIBILITY FOR ANY CHANGES MADE ON THE FIELD WITHOUT PRIOR NOTIFICATIONS TO THE ARCHITECT, SHALL REST WITH THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH A CHANGE. 2. THE A.I.A. GENERAL CONDITIONS, THE SUPPLEMENTAL GENERAL CONDITIONS AND GENERAL REQUIREMENTS AS AMENDED BY OWNER SHALL BE CONSIDERED AN INCLUSIVE PART OF THESE SPECIFICATIONS AND OR DRAWINGS, ALL SUBCONTRACTORS AS WELL AS THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL APPLICABLE SECTIONS OF THESE DOCUMENTS WITH REFERENCE TO THEIR RESPECTIVE AREA OF WORK, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ADVISE AND INFORM HIS SUBCONTRACTORS AND SUPPLIERS OF ALL OF THESE REQUIREMENTS. 3. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL MAJOR SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN 30 DAYS AFTER COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED PRIOR TO FINAL PAYMENT. PARTIAL LIEN WAIVERS TO BE SUBMITTED WITH MONTHLY REQUISITION. 4. IN THE EVENT THAT DISCREPANCIES OR AMBIGUITIES AND/OR OMISSIONS FROM THE SPECIFICATIONS OR DRAWIGS ARE FOUND, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE A WRITTEN CLARIFICATION. 5. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS NOTED OTHERWISE, NOTED DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED DRAWINGS. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DRAWINGS. 6. ALL WORK SHALL BE IN COMPLIANCE WITH THE FBC (FLORIDA BUILDING CODE LATEST EDITION AND AMENDMENTS)AND ALL APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT. 7. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED WITH ALL OF THE FOLLOWING: A. EXTERIOR WINDOWS, DOORS, GARAGE DOORS, EXIT DOORS, SKYLIGHTS, AND GLASS BLOCK: 1. APPLICATION WITH PROCESS NUMBER AND REFERENCE TO MASTER PERMIT. 2. PLANS AND ELEVATIONS SHOWING SIZE AND LOCATION OF DOORS AND WINDOWS OR GLASS BLOCKS AND INDICATING MAIN ROOF HEIGHT AND THE DESIGN WIND PRESSURES. 3. PRODUCT APPROVAL INDICATING DESIGN WIND PRESSURES (IF THE DESIGN WIND PRESSURE AS TESTED IS LESS THAN THE REQUIRED WIND PRESSURE, A COMPARATIVE ANALYSIS MAY BE REQUIRED FOR THE SPECIFIC SIZE USED). B. STORM PANELS/SHUTTERS: 1. APPLICATION WITH PROCESS NUMBER, 2. PLANS AND ELEVATIONS SHOWING NUMBER AND LOCATION OF STORM PANELS OR SHUTTERS AND INDICATING MEAN ROOF HEIGHT. 3. PRODUCT APPROVAL INDICATING DESIGN WIND PRESSURES. 4. AUTHORIZATION LETTER FROM THE MANUFACTURER TO CONTRACTOR OR OWNER/BUILDER FOR THE SPECIFIC ADDRESS(ES). 8. WOOD: ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, LUMBER SHALL BE SOUTHERN PINE OR DOUGLAS FIR, GRADE #2, U.O.N. 9. AIR CONDITIONING: SHALL BE ENGINEERED BY AN APPROVED CONTRACTOR AND SHALL COORDINATE SIZE AND LOCATION OF ALL AIR CONDITIONING, VENTILATION EQUIPMENT AND DUCT WORK PRIOR TO CONSTRUCTION. 10, ALL COLORS AND PATTERNS OF FINISHES AND OTHER MATERIALS OF DESIGN SHALL BE APPROVED OR SELECTED BY THE OWNER/ ARCHITECT. 11. THE MECHANICAL AND ELECTRICAL CONTRACTOR SHALL FULLY COORDINATED ALL EQUIPMENT WITH THE OTHER TRADES. THESE CONTRACTORS SHALL BE RESPONSIBLE FOR THE FINAL HOOK-UP OF ALL EQUIPMENT NOT FURNISHED BY THEM, BUT REQUIRING THE SAME FOR FINAL COMPLETION. 12. ALL OF THE GENERAL CONTRACTOR'S EQUIPMENT SCAFFOLDING HOISTS, ETC., SHALL BE AVAILABLE TO THE OWNER/ARCHITECT AND HIS STAFF FOR INSPECTION OF ANY AND ALL WORK DURING NORMAL WORKING HOURS. 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DELIVERY POINTS, HOISTS LOCATIONS, ACCESS TO AND FROM THE SITE OF THE BUILDING AND UTILITY SERVICES WITH CONTRACTING OFFICER OF HIS AUTHORIZED REPRESENTATIVE. 14. BID TO INCLUDE ALL NECESSARY AND REQUIRE PERMITS, LICENSES, FEE'S AND INSURANCE - EVIDENCE OF WHICH MUST BE SUBMITTED TO OWNER PRIOR TO ANY CONSTRUCTION. 15. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR DAILY TRASH REMOVAL AND PICK-UP. 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB- CONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK. THE MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ALL EQUIPMENT WITH THE OTHER TRADES, THESE CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION. 17. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR SECURITY OF ALL MATERIALS AT JOB SITE UNTIL FINAL ACCEPTANCE OF WORK BY OWNER. 18. CARPET & OTHER FLOORING: TO BE SELECTED BY OWNER/ARCHITECT AND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 19, PAINTING: PAINT MANUFACTURER TO BE SELECTED BY OWNER (1) INTERIOR: (SELECTED BY OWNER/INTERIOR DESIGNER). DRYWALL SURFACES: 1 COAT PRIMER -SEALER, 2 COATS FINISH LATEX. WOOD SURFACES: 1 COAT PRIMER, 2 COATS ENAMEL, OR STAINED AND SEALED, SEE FINISH SCHEDULES. (2) APPLY AS PER MANUFACTURERS RECOMMENDATIONS. 20. GENERAL CONTRACTOR SHALL PROVIDE ALL OF THE REQUIRED METAL FRAMING, WOOD BLOCKING AND PLYWOOD BACKING NECESSARY, BETWEEN CONCRETE SLAB, CONCRETE BLOCK OR METAL PARTITIONS FOR THE SUPPORT OF ALL EQUIPMENT, SUSPENDED LIGHT FIXTURES, DEMISING WALLS, LIGHT TRACTS, VALANCES, PLUMBING, (FIXTURES AND ACCESSORIES FOR EXACT LOCATION COORDINATE WITH OWNER/ARCHITECT). 21. ANY SUBCONTRACTOR CUTTING INTO WORK ALREADY COMPLETED, CUTTING CHASES AND TRENCHES FOR THE INTRODUCTION OF HIS WORK AND EQUIPMENT IN THE BUILDING SHALL DO OR PAY FOR ALL BACK FILLING, REPARATION OF WALLS, FLOOR, ETC., DAMAGE BY SUCH A COMPANY. ALL REPAIRS SHALL MATCH EXISTING SURFACES. 22, CAULKING AND SEALANTS: INSTALLED SHALL BE GUARANTEED WATER TIGHT. EXTERIOR METAL WORK, INCLUDING WINDOWS AND DOOR FRAMES AND ALL JUNCTIONS BETWEEN MASONRY, CONCRETE AND METAL SHALL BE SEALED WITH NEOPRENE OR POLYURETHANE FILLER AND APPROVED SEALANT COMPOUNDS. A. INTERIOR WORK: SONNEBORNN, INC. "KAULKIT" OR APPROVED EQUIVALENT, B. EXTERIOR WORK: POLYSULFIDE BASE SEALANT (ONE PART) COMPOUND "THIOKOL CHEMICAL CORP." OR APPROVED EQUIVALENT. C. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS. 23. INTERIOR FINISHES AND CABINETRY: SEE FINISH SCHEDULES, INTERIOR DRAWINGS AND SPECIFICATIONS. INTERIOR FINISHES AND CABINETRY TO BE SELECTED BY OWNER/ARCHITECT AND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 24. GENERAL CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY MUST BE VERIFIED AS TO EXACT LOCATIONS SO AS NO INTERFERENCE BY DISRUPTION WILL BE CAUSED. DAMAGE THAT MAY BE CAUSED BY GENERAL CONTRACTOR OR SUB -CONTRACTOR TO ANY OF THE ABOVE MENTIONED SHALL BE REPAIRED BY HIM AND LEFT IN AS GOOD A CONDITION AS EXISTED PRIOR TO DAMAGING. 25. GYPSUM WALLBOARD: MANUFACTURED BY UNITED STATES GYPSUM COMPANY, USG INTERIORS, GEORGIA PACIFIC BEST WALL, NATIONAL GYPSUM COMPANY OR APPROVED EQUIVALENT. A. 1/2" OR 5/8" THICK X 48" WIDE BY HEIGHT REQUIRED APPLIED VERTICALLY ON FURRING STRIPS AT INSIDE OF EXTERIOR MASONRY WALLS AND AT CEILING AS INDICATED. B. GYPSUM BOARD PARTITIONS SHALL BE ERECTED AS SHOWN ON THE PLANS OR CALLED FOR IN THE PARTITION SCHEDULE. ALL JOINTS SHALL BE LOCATED SO THAT PANELS OPPOSITE ONE ANOTHER SHALL FALL ON ALTERNATE STUDS. ALL JOINTS SHALL BE TAPED, SPACKLED AND FINISHED SMOOTH. C. ALL GYPSUM BOARD CONSTRUCTION SHALL BE ERECTED PLUMB, LEVEL, SQUARE, STRAIGHT AND SECURELY INSTALLED WITH ALL SEAMS TO BE VERTICAL, ALL JOINTS ON EXPOSED SURFACES SHALL BE FLUSH, TIGHT, AND NEATLY CUT AND CLOSELY FIT AT OPENINGS FOR THE WORK OF OTHER TRADES AND AT INTERSECTIONS OF GYPSUM BOARD AND OTHER MATERIALS. D. CORNER BEADS SHALL BE USED AT ALL EXPOSED GYPSUM BOARD CORNERS AND ENDS. E. ALL RESTROOMS SHALL HAVE MOISTURE RESISTANT GYPSUM WALLBOARD. F. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS. 26. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR METALS 27. ALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION SHALL BLEND TO MEET THE EXISTING CONDITIONS, AND THERE SHALL NOT BE ANY ABRUPT CHANGES IN SURFACES OR UNFINISHED SURFACES. 28. ALL SHELVING AS SELECTED BY OWNER/ARCHITECT, FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 29. GENERAL CONTRACTOR TO VERIFY SIZE OF ALL DOOR OPENINGS AND EXACT DOOR SWING AS PER FLOOR PLAN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND BEFORE ORDERING DOORS AND/OR FRAMES. 30, THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (OCTOBER 1997 EDITION) AND LATEST AMMENDMENTS. DEPARTMENT OF COMMUNITY AFFAIRS, FLORIDA BOARD OF BUILDING CODES AND STANDARDS, AND ANSI A117.1 -1986 AMERICAN NATIONAL STANDARD ACCESSIBILITY GUIDELINES SHALL BECOME PART OF THESE DRAWINGS AND SPECIFICATIONS. 31. ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED METAL STUDS MINIMUM EXCEPT THAT STEEL STUDS SUPPORTING HANGING ITEMS (FIXTURES, CABINETS, GRAB BARS, MONITORS OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED METAL STEEL STUDS AT 16" O.C. MAX. AND IN COMPLIANCE WITH F.B.C. SECTION 2510.5.1 (c) 32. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED IN COMPLIANCE WITH SECTION 2403.1 (d) OF THE S.F.B.C, 33. EXACT LOCATION OF ALL UNDERGROUND UTILITIES M UST BE VERIFIED PRIOR TO CONSTRUCTION SO THAT NO INTERFERENCE BY DISRUPTION WILL BE CAUSED. 34. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OWNER/ARCHITECT. WHERE APPROVED EQUAL IS USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGEMENT AND APPROVAL OF THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE OWNER, AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES. 35. NO EXTRA WORK OR CHANGE SHALL BE MADE UNLESS A WRITTEN CHANGE ORDER IS SUBMITTED AND SIGNED BY THE OWNER AND ARCHITECT. THE ORDER SHALL STATE THAT THE OWNER HAS AUTHORIZED THE EXTRA WORK OR CHANGE, AND NO CLAIM FOR AN ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AS DESCRIBED ABOVE. 36, PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL ACCEPTABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E-814/UL 1479. INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER MANUFACTURER'S RECOMMENDATIONS. 37. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION, EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY REVISIONS OR ADDITIONAL INFORMATION OBTAINED FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT WHICH MAY AFFECT THE CONTRACT TIME, COST OR QUALITY OF WORK, 38. CLEANING: I. DURING CONSTRUCTION A. OVERSEE CLEANING AND ENSURE THAT BUILDING GROUNDS ARE MAINTAINED FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH. B. REMOVE WASTE MATERIALS, RUBBISH AND DEBRIS DAILY FROM THE SITE AND LEGALLY DISPOSE OF IT AT PUBLIC OR PRIVATE DUMPING AREAS OFF THE JOB SITE. II. SPECIAL CLEANING. BESIDES THE GENERAL BROOM CLEANING. DO THE FOLLOWING SPECIAL CLEANING AT COMPLETION OF WORK (FOR ALL TRADES) USING ONLY CLEANING MATERIAL RECOMMENDED BY MANUFACTURER OF SURFACE TO BE CLEANED AND ONLY ON SURFACES RECOMMENDED BY CLEANING MATERIAL MANUFACTURER. A. REMOVE PUTTY STAINS AND PAINT FROM ALL GLASS AND WASH AND POLISH THEM. CARE SHALL BE TAKEN NOT TO SCRATCH GLASS. B. REMOVE ALL MARKS, STAINS, FINGERPRINTS AND OTHER SOIL AND/OR DIRT FROM ALL PAINTED, DECORATED AND STAINED WORK. C. CLEAN AND POLISH ALL HARDWARE AND FIXTURES FOR ALL TRADES INCLUDING REMOVAL OF ALL STAINS, DUST, ETC. UPON COMPLETION. 39. QUALITY STANDARDS: ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON SPECIFIED ITEMS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN DEFECTIVE WORK AS WELL AS PAY ALL COSTS INCIDENTAL THERETO INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS OR EQUIPMENT. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO THE OWNERS WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL INSURE TO THE BENEFIT OF OWNER, 40. INSURANCE: PRIOR TO THE COMMENCEMENT OF WORK THE GENERAL CONTRACTOR SHALL DELIVER TO THE OWNER CERTIFICATES OF INSURANCE FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION INCLUDING THE TOTAL AMOUNT OF COVERAGE AND CONDITIONS STIPULATED AND AGREED BY BOTH PARTIES. 41. ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY UNLESS SPECIFIED FOR A LONGER PERIOD OF TIME ON SPECIFIED ITEMS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING HIS OWN DEFECTED WORK AS WELL AS PAY ALL COSTS INCIDENTAL THEREOF INCLUDING DAMAGE TO OTHER WORK, FURNISHINGS OR EQUIPMENTS. PROJECTADDRESS: 9545 RANGE LANE ROAD PORT ST. LUCIE, FLORIDA DoNoB Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 SYMBOLS - Tel. 786.275.8480 Fax 786.275.8474 www,dnbclesigngrou p.com WALL SECTION LX LD. SECTION NUMBER ---- SHkk EET NUMBER NUMBER ALLIED NEW TECHNOLOGIES DETAIL REFERENCE X �- DETAIL NUMBER PLANT X SHEET NUMBER "SALT STORAGE" FT. PIERCE, FLORIDA TITLE& TITLEZ OWNER GRAPHIC SCALE A1.01 ALLIED UNIVERSAL CORP. SCALE 3901 NW 115th AVE CORAL. FL 33178 305.888.2623 DOOR MARK X.X DOOR NUMBER DNB PROJECT NUMBER 07-120c ROOM MARK XX �- ROOM NUMBER ROOM ROOM NAME OWNER'S PROJECT NUMBER INTERIOR ELEVATION X DETAIL NUMBER ISSUED FOR: X SHEET NUMBER N NORTH ARROW TRUE NORTH TYPE OF DOCS: ly CONSTRUCTION DOCUMENTS ELEVATION MARK EL+� 4 IlL" FIN. FL. WALL TYPE X WALL TYPE NUMBER WINDOW OR LOUVER TYPE O NUMBER N LOCATION MAP SCALE: N.T.S )PY DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: v Conve & AVS Inc. 10691 Norn Kendall Dnve, Suite 3038 Mleml, Florida, 33176-USA VM Construction, Inc. 'ROPOSED WORK 'CORRECTIONS I„ „r of bo :r PCB P,Artitr~tt f r v %nay§ ISPECTORS THAT IN ORDER TO Adolfo J. Gonzalez, P.E. LICABLE CODES. STATE OF FLORIDA STRUCTURAL ENGINEER No. 56820 �'p^• °1 g 2050 Coral Way. Suite 400 Miami, Florida 33145 Phone: (305) 856-8935 Fax:(305) B5&B936 AR - 93304 This drawing Is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGH 1 Cd 2006 SHEET TITLE LOCATION MAP GENERAL NOTES SYMBOLS SHEET NUMBER A-0.01 PROPERTY LINE \ I� ROPOSED SATUR TOR PITS I II I u 'PROPOSED PIPE BRIDGE x l °I 2' ABOVE EXISTING GRADE O� I I ' BY OTHERS) x I Ii I I iII DRY RETENTION POND I ti II I I F5 77,771 w L_J � 0 J I' vim COVERED CONCRETE EXIST. 1 STORY ALUMINUM BUILDING F.F.E.=28.25 - / PROPOSED - ° - ASPHALT AREA PROPOSED. CONCRETE . ' (SEE CIVIL DRAWNcs) PAO° �I M .EGUIPMEN°T l O wvr^v'�Vti _ 1 I PROPOSED MAINTENANCE DRIVE 4- �I PROPDSED CONCRETE i i cV GUTTER SWALE P,� 0 -- --- - --- 1 I PROPOSED ONETbRY 7 - - PLANfi @UJLfSING ' 20 20l',$.F. ��� F.F E.� = 29:l PROPOSED OVERHEAD 2`,,_ _., PIPE BRIDGE PROPOSED MAINTENANCE DRIVE 00 I PROPERTY LINE EXISTING CANAL EXIST. ALUMINUM BUILDING PROPQSEJ PARKING; �R �'%�,,r„> .(SEE CIVIL DRAWIIVC,1� PROPOSED GATE \—EXISTING CANAL— \ RANGE LINE ROAD X X X DRY RETEON POND PROJECT DATA SALT STORAGE PROJECT NAME: ALLIED NEW TECHNOLOGIES PLANT PROJECT ADDRESS: 9545 RANGE LANE ROAD PORT ST. LUCIE, FL 34987 LAND USE DESIGNATION: IND ZONING DESIGNATION: IH TYPE OF PROJECT: BLEACH TREATMENT FACILITY FLOOD ZONE X per F.I.R.M. PANEL No 1211 1CO275-F GROSS SITE AREA: 25.07 ACRES WATER/ WASTEWATER SERVICE PROVIDER: PORT ST. LUCIE UTILITY SYSTEM DEPARTMENT LOT COVERAGE: EXISTING BUILDINGS 27,499 S.F 2.53% PROPSED SALT STORAGE 15,270 S.F. 1.40 % TOTAL COVERAGE 3.93% MAX 50% BUILDING HEIGHT: MAX HEIGHT 801 PROPOSED HEIGHT 34'-2" NUMBER OF STORIES: 1 FLOOR BUILDING SETBACKS: FRONT (RANGE LINE ROAD) .................... SIDE................................................................... SIDE................................................................. REAR................................................................ MAX PROPOSED I....... 50'-0" 513'-11" 31 51'-4" 31 1,214'-0„ 40l 71'-9„ F+! E COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.d nbdesigngrou p.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 1 15th AVE DORAL, FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOGS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: Conve & AVS Inc. 10691Nol Kar ll 3l Suila303a .' Mlami, Ronda, 33170l Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620 2050 Coral Way. Suite 400 Miami, Florida 33145 Phone: (305) 8l Fax, (306) B568936 h FRANCILI J. DOMOND, R.A. AR - 93304 This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHT Q 2006 SHEET TITLE GENERAL GENERAL SITE PLAIN SITE PLAN Z 0 4D' 80' 160' SCALE1"=40'-0" SHEET NUMBER A-1.00 DoNoB 2 al N 2 )_ 3 M 611 1_1 I N N 2 I N N a M I N N B C OD OE F G I I I I I 21'-9" 22'-10" 22'-10" 22'-10" 22'-10" 21'-9" 1 A3.01 i I I I I I 010 O a I 12" THICK CONCRETE WALL (6 FEET HIGH) SEE STRUCTURAL DRAWINGS. 30'-10" 1.1 I I I I I I 6" CONCRETE CURB PRE-FAB STEEL STRUCTURE (SEE MANUFACTURER SHOP DRAWINGS) I I I I I I EDGE OF CONCRETE SLAB I I I I I I I 20 FT WIDE ROLL -UP DOOR 4" 0 �� 8" CONCRETE SLAB (TYP.) USE C-SEAWALL GRADE SPEED BUMP 6" HIGH b CONCRETE. 4000 P.S.I. APPLY C) SYSTEM AS PER MANUFACTURER SPECIFICATIONS 2 I A3.01 I I I I I II 4.1 10, I I I I I I -- 6" CONCRETE CURB 12" THICK CONCRETE WALL (6 FEET HIGH) SEE STRUCTURAL DRAWINGS. -- - -- -- --- -- - - —- -- _ 5 _Z_ I I I I I I -3 FT WIDE HM DOOR I I I 1 I I A3.01 i Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel,786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 1 15th AVE CORAL, FL 3317E 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOGS: CONSTRUCTION DOCUMENTS F C©PYILE DRAWN BY: APPROVED BY: R.B. F.D. THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOOR PLAN Z 0 8' 16' 32' SCALE: 1/8" = V-0" NOTE: PRE -FABRICATED STEEL STRUCTURE. SEE SHOP DRAWINGS FROM MANUFACTURER FOR DETAILS. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: Conve & AVS Inc. �9N1£ 10691 North Kendall Dave, Suite 303B nw w.�noartrrr.� Miami, Ronda, 33176-USA Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620 2050 Coral Way, Suite 400 Miami, Florida 33145 Phone:(305) 85M935 Fax,(305) B56-8936 tart - 110ouv This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHI (1) 2006 SHEET TITLE FLOOR PLAN SHEET NUMBER A-1.01 D GNOB FA 1 137'-2" 1 1 6" X 6" CONTINUOUS GUTTER (ALUMINUM) METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. RIDGE 2 FILE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 6" X 6" CONTINUOUS GUTTER (ALUMINUM) ROOF PLAN a 8' 16, 32' SCALE: 1/8" = V-0" NOTE: PRE -FABRICATED STEEL STRUCTURE. SEE SHOP DRAWINGS FROM MANUFACTURER FOR DETAILS. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fox 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE OORAL, FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01,31.08 AS SHOWN CONSULTANTS: Conve & AVS Inc. I N91 NMh KemJall Onve, Suite3036 Miami, Ro,lds, 33176-USA ON ® VM Construction, Inc. Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No, 58620 2050 Coral Way. Suite 400 Kenn!, Florida 33145 Phone:(305) 856-8935 Fax',(305) 856-8936 SEAL/SIG AR - 93304 This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHTC72006 SHEET TITLE ROOF PLAN SHEET NUMBER A-1.02 DoNoB RIDGE VENT METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. ALUMN. GUTTER - ALUMNI. DOWN SPOUT 20 FT WIDE ROLL UP DOOR STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS.- 3 FT H.M. DOOR 12" THICK CONCRETE WALL RIDGE VENT METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. ALUMN. GUTTER ALUMN. DOWN STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS. 12" THICK CONCRETE WALL 12"X12" SPLASH BLOCK Lj o 12 1 0 NORTH ELEVATION 0 8' 16, 32' SCALE: 1/13" = V-0" EAST ELEVATION 0 8' 16, 32' SCALE: 1/8" = V-0" _ ESL. +31'-0-0" E� AVE ELEV. ,EL. I'"i T� O. CONIC. WALL ELEL. +0�-0„ TKO. SLAB FILE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DEL. +31'-0-" EY AVE ELEV. DEL. +6�'-0" T� O. CONC. WALL - -- _DEL. +�S_0„ 8� O. STEEL SIDING �,EL. +�0'-0" /� T�' O. SLAB NOTE: PRE -FABRICATED STEEL STRUCTURE. SEE SHOP DRAWINGS FROM MANUFACTURER FOR DETAILS. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel.786.275.8480 Fax 786,275.8474 www.dnbdesigngrou p.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 1 15th AVE DORAL FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: Conve & AVS Inc. 1Da91 NOH� KentlalDnve, Sulre3036 viii Renee!33176-USA Adolfo J. Gonzalez, P,E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58 2050 Coral Way. Suite 400 Miami, Florida 33145 Phone: (305)856-8935 Fax: (305)856-8936 SEAL/SIGr,KTURE N FRANCILIS J. DOMOND, R.A. AR - 93304 This drawing Is the. property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned an request. COPYRIGH I * 2006 SHEET TITLE NORTH AND EAST ELEVATIONS SHEET NUMBER A-2.01 RIDGE VENT METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. ALUMN. GUTTER ALUMN. DOWN SPOIL STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS. 12" THICK CONCRETE WALL 6" CONCRETE CURB 12"X12" SPLASH BLOCK RIDGE VENT METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. ALUMN. GUTTER ALUMN. DOWN SPOUT STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS. 12" THICK CONCRETE WALL 12"X12" SPLASH BLOCKCID - 12 1 O" SOUTH ELEVATION 0 8' 16' 32' SCALE: 1/8" = V-0" WEST ELEVATION 0 8' 16' 32' SCALE: 1/8" = V-0" EL. +31'-0" E V. _ EL. +6,_0„ T� O. CONC. WALL ---J ELF+5'-0„ B�STEEL SIDING _DEL. +�0'-0" T� O. SLAB ,CORK r"S4 LL PLC. v� �"'�`'+��*'�."�^',`."C! TMc.SE R 61U{1t t �1 1PND )"� 10 MA'N` sk M - , l llic;4' i cs`7i�ES• cpNIi FILE COPY E EAVE ELEV. A. EL. +�6'-0" T. O C. WALL ------ /--- E B.O. STEEL SIDING EL. +�0'-0" T� O. SLAB NOTE: PRE -FABRICATED STEEL S FRUCTURE. SEE SHOP DRAWINGS FROM MANUFACTURER FOR DETAILS. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngrou p. com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP. 3901 NW 115th AVE OCRAL, FL 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: Conve & AVS Inc. si� 10691 North Kancall Drive. Suite 303B m- Mlaml, Florda, 33176-USA Adolfo J. Gonzalez, P.E. STATE OF FLORIDA STRUCTURAL ENGINEER No. 58620 2050 Coral Way. Suite 400 Miami, Florida 33145 Phone:(305) 856-8935 Fax:(395) B56-8936 SEAL/SIGNATURE FRANCILIS?MOND,R.A. AR - 93304 This drawing is the property of DNI3 Design Group and is not to be reproduced or copied in whole or part. It is not tobe used on cry other project and is to be returned on request. COPYRIGHT ® 2006 SHEET TITLE SOUTH AND WEST ELEVATIONS SHEET NUMBER A-2.02 ■, METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. ALUMN. GUTTER ALUMN. DOWN SPOUT 20 FT WIDE ROLL UP DOOR STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS. 12" THICK CONCRETE WALL 8" CONCRETE CURB 12"X12" SPLASH BLOCK METAL ROOF AS PER MANUFACTURER SPECIFICATIONS. STEEL SIDING AS PER MANUFACTURER SPECIFICATIONS. 12" THICK CONCRETE WALL ��__EL. +S'-0-0" ______ B5STEEL SIDING SPREAD FOOTING - - (SEE STRUCT. DWGS) 11 II IIF11 IIFII �� n,nliaul�l11aul Ilan am �Ir 1111211S1. h i .1 n -nal �Ildllkl- 11 n irrn'n" IF Fn daluG - 1 �iiFn=n n n�nKl U au=u 12 1 T - -- C—SEAWALL GRAD !RFTE. 4000 P.S.I. - ---�.L---- L— -- - -J L 0 I ro N i_L--_ L----- ---I L----------- BUILDING SECTION A3.01 o B' 16' 3r mmmmmmiiiI SCALE: 1/8" = V-0" I I i L- -- - - - - - - Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.corn ALLIED NEW A.�EL+�31'-0" ---- -- EE EELEV. TECHNOLOGIES - - PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP - --- - - 3901 NW 115th AVE DORAL, FL 33178 305.888.2623 3 FT H.M. DOOR DNB PROJECT NUMBER E � T.O. CONC. WALL 07-120c - - T.O.CURB OWNER'S PROJECT NUMBER EL. +0'-0" - TO. ISSUED FOR: - L �nI L alRl l —J i ---------- - - - - - L 2 BUILDING SECTION A3.01 0 8' 16' 32' SCALE: 1/8" = V-0" FILE COP'( THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. EL. +301.0" --------- EV. Q�_E_L.+26�'-0" D� OOR OPENING ROLL UP DOOR ESL. +6' -0 T." O. CONC. WALL ----� ELF+6,_0" T.&CURB _. EL. +0'_�0„ LAB NOTE: PRE -FABRICATED STEEL STRUCTURE. SEE SHOP DRAWINGS FROM MANUFACTURER FOR DETAILS. TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 01.31.08 AS SHOWN CONSULTANTS: > Conve & AVS I1 Nor " 10691 North Kendall Drive, Suite 303E Miami, Florida, 33176-USA Adolfo I Gonzalez STATE OF FLORIDA STRUCTURAL ENGINE 2050 Coral Way. Suite 400 Miami, Fori Phone: (305)856-8935 Fax: (305)861 SEAL/SIGNATURE rl�iSDOMOND, R.A. AR - 93304 This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHT 0)i 2006 SHEET TITLE BUILDING SECTIONS SHEET NUMBER A-3.01 PROPERTY LINE 0 z 0 z 0 z w W ry PROPOSED 2,000 S.F. DRAIN FIELD PROPOSED PIPE BRIDGE 2' ABOVE EXISTING GRADE (BY OTHERS) ro ° o , CON;CRBTE ° SLAB "LOP,01°NG AREA' LROPOSED SATURATOR PITS DRY RETENTION POND o °PROPOSED° G°O,NCIRETE PAD° FQF� ,CC�UIPMEN'T• p ° PROPOSED ONE STORY PLANT BUILDING 20,200 S.F. F.F.E 29,00 EXIST. 6' CHAIN LINK FENCE �(P,0w w0Q J EXIST. COVERED CONCRETE LOADING DOCK & TANK STORAGE F.F.E.= 31.5 EXIST. CONCRETE WITH TANK EXIST Q CONCRETE SLAB X X FOR TANKS w w EXIST. TANKS EXIST. WOOD SHED COVERED CONCRETE EXIST. 1 STORY ;liliiiii - AI-UMINUM BUILDING F.F.L.=28.25 CONC. SLAB EXISTING RAILROAD SPUR EXIST. METAL BLDG. F.F.E.=27.65 RELOCATION OF DIESEL TANK & CONC. FUELING PAD L-i EXIST, ALUMINUM BUILDING ON CONCRETE E.F.F.=29.85 EXIST, GONC. SLAB EXIST. RAMP EXIST. CONC. SLAB W/ TANKS iLE COPY THESE PLANS AND ALL PROPOSED WOF AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS MAYBE NECESSARY THAT IN ORDER TO -OMPLY WITH ALL APPLICABLE CODES. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP 3901 NW 1 15th AVE DORAL, R 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: DRY RETENTION POND o °PROPOSED° G°O,NCIRETE PAD° FQF� ,CC�UIPMEN'T• p ° PROPOSED ONE STORY PLANT BUILDING 20,200 S.F. F.F.E 29,00 EXIST. 6' CHAIN LINK FENCE �(P,0w w0Q J EXIST. COVERED CONCRETE LOADING DOCK & TANK STORAGE F.F.E.= 31.5 EXIST. CONCRETE WITH TANK EXIST Q CONCRETE SLAB X X FOR TANKS w w EXIST. TANKS EXIST. WOOD SHED COVERED CONCRETE EXIST. 1 STORY ;liliiiii - AI-UMINUM BUILDING F.F.L.=28.25 CONC. SLAB EXISTING RAILROAD SPUR EXIST. METAL BLDG. F.F.E.=27.65 RELOCATION OF DIESEL TANK & CONC. FUELING PAD L-i EXIST, ALUMINUM BUILDING ON CONCRETE E.F.F.=29.85 EXIST, GONC. SLAB EXIST. RAMP EXIST. CONC. SLAB W/ TANKS iLE COPY THESE PLANS AND ALL PROPOSED WOF AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS MAYBE NECESSARY THAT IN ORDER TO -OMPLY WITH ALL APPLICABLE CODES. Design Group, LLC AA26001282 5835 Blue Lagoon Dr. Suite 200 Miami, Florida 33126 Tel. 786.275.8480 Fax 786.275.8474 www.dnbdesigngroup.com ALLIED NEW TECHNOLOGIES PLANT "SALT STORAGE" FT. PIERCE, FLORIDA OWNER ALLIED UNIVERSAL CORP 3901 NW 1 15th AVE DORAL, R 33178 305.888.2623 DNB PROJECT NUMBER 07-120c OWNER'S PROJECT NUMBER ISSUED FOR: TYPE OF DOCS: CONSTRUCTION DOCUMENTS DRAWN BY: APPROVED BY: R.B. F.D. DATE: SCALE: 12.10.07 AS SHOWN CONSULTANTS: Conve & AVS II 10691 NiM Kendall Drive, Sure 303B Mimi, Fbrida, 33176-I-SA VM Construction, II ra17: Wes[ 1 Adolfo J. Gonzalez, F STATE OF FLORIDA STRUCTURAL ENGINEER 2050 CoraPNay..&uj 4D0 N1ami, Florida 3 Phone',(Wfl &5649 35 Fax'.(305)856-89 APP 1 . ( SEAL/SIGNATURE This drawing is the property of DNB Design Group and is not to be reproduced or copied in whole or part. It is not to be used on any other project and is to be returned on request. COPYRIGHT ® 2006 SHEET TITLE PROPERTY LINE - - _- - _ t - - - ----- ----- - - - - - - - - - - - --- - ---- ----.._..- - ---- --- --- ---- - - - - - ------------------- ----- - ---- - ----- - - --- - - I KEY PLAN SCALE: 1 /32"=1'-0" SHEET NUMBER S 1 01