Loading...
DS-12-2094_Plans Mgr: Design Job Capt: M1 HORE PARKIN Approver Drawn by: Author RO, Revd by: STATE C)� F••��LOffwwRIDA Checker AR 0016160 I-0w z W V) z 160 NE 99TH TREET U O UW �-0� F' Q X_ i UOao � Z � QOQU� E=.- JA �LULJILL 00 m HORE FL 3313U w S:r2 iv=)�Z- CWz IYUOUWWOZR ZO� QW WF' pwzW Z >'- >.zf—� O � u. 02 OWO LOU IU_U O2W Q �mU JI- �d O� az� z h 0 2oa? o Z ABBREVIATIONS GENERAL NOTES Woo:) Wn �_0_ 0°25 DRAWING INDEX SITE DATA O(n o. o I- W � �W� Qw0o0R=�ZR � �Rv = O u, z �' W ¢ z W Z �. o W A-001 GENERAL NOTES THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE W I- O W U Z U m 0.O U 0 ARCHITECT OF ANY DISCREPANCIES IN WRITTING PRIOR TO SUBMITTING HIS BID. W 0 W(� W W 0 = AB ANCHOR BOLT GL GLASS PNL PANEL z 0-U �Z �- W;02: O F. f- J A/C AIR CONDITIONING GR GRADE PNT PAINT THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE U 1 U W U Z =O 0 C�F' U = SITE PLAN — _ _ A SPI00 T AFF ABOVE FINISH FLOOR GYP GYPSUM POL POLISHED ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, O Q W F.. O 10 F-F- ion U 2 A-SP200 SITE DETAILS SCOPE OF WORK: ALUM ALUMINUM HB HOSE BIBB PREFAB PREFABRICATED CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 0ZU= 00UWU =z � 0 APPROX APPROXIMATE HCP HANDICAP PROD PROJECT AND OWNER IMEDIATELY IN WRITTING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE (n 0Z W U S2 U W I 1 0 U W U A. NEW PARKING ARCH ARCHITECTURAL HDW HARDWARE PSF POUNDS PER SQ. FOOT ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO 2 ¢ CL =U 2 O_W W U O I HEIGHT PSI POUNDS PER SQ. INCH H W F.Q I.... z 0 i z Z z Q BD BOARD ADDITIONAL COST TO THE OWNER A-SP201 LANDSCAPE B NEW LANDSCAPE C. NEW SITE LIGHTING FIXTURES , BLDG BUILDING HM HOLLOW METAL PRTR PRESSURE TREATED A-SP202 PI L�IOTOI M IETf�p ICS BILK BOTTOM HVAC HEATING/VENTILATING/ PVMT PAVEMENT THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED BLOCK HR HOUR PTD PAINTED BRG BEARING AIR CONDITIONING QTY QUANTITY DIMENSIONS. © COPYRIGHT 2012 PAVING & DRAINAGE PLAN BTWN BETWEEN I HOTWATER REF REFRIGERATOR THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S BARR ARCHITECTURAL STUDIO C-1 IN INCH REQD REQUIRED HALL BE PROVIDED. i CABINET O NSATION INSURANCE. VALID CERTIFICATES OF ALL S ADDRESS. CAB I C ME � CLG CEILING INCAND INCANDESCENT REINF REINFORCING RET RETURN WITH THE MOST C-2 PAVING S( DRAINAGE NOTES 160 N.E. 99TH STREET I �l CEM CEMENT INCL INCLUDE II THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE R2VISIOrIS MIAMI SHORES, FL 33138 CL CLOSET INFO INFORMATION REV REVERSE, REVISION STRINGENT REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT LOCAL EDITION, NFPA-101 AND ALL OTHER INSUL INSULATE-INSULATION RGD RIGID E-I SITE LIGHTING CLR CLEAR REGULATION CODES. COL COLUMN INT INTERIOR RM ROOM CONC CONCRETE KIT KITCHEN RO ROUGH OPENING THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT LEGAL DESCRIPTION: CONSTR CONSTRUCTION LAM LAMINATED SCHED SCHEDULE ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON MIAMI SHORES SEC I AMID PB 10-70 LOT 6 & CONT CONTINUOUS LAV LAVATORY SD SOAP DISPENSER CONTR CONTRACTOR ISSUANCE. O RACTOR LB POUND SEP SEPARATE I III EI/2 OF LOT 7 BILK 17 LOT SIZE 75 X 115 OR 23441- 3643 0505 2 OR ;27061-3293 1009 01 CT CERAMIC TILE LIN LINEAR SECT SECTION THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE CTR CENTER LL LIVE LOAD SHLF SHELF BUILDING SHELL AND FOR COORDINATION OF NEW WORK. DEG ' DEGREE LT LIGHT SHT SHEET �R�FTLE 0. DEPT DEPARTMENT I LOUVER SIM SIMILAR THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND DIET DETAIL MATL MATERIAL SPEC SPECIFICATION CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF DISTRICT INFORMATION: DF DRINKING FOUNTAIN MAX MAXIMUM SPKR SPEAKER WORK. PARKIN G DISTRICT 7 ZONING: P DIA DIAMETER I MECHANICAL SQ SQUARE ( DIM DIMENSION MEMB MEMBRANE STD STANDARD PRIMARY ZONE: 6100 RESTRICTED COMMERCIAL THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, l DN DOWN MTL METAL STL STEEL SUPPLIERS AND VENDORS. DR DOOR MFC METAL FURRING STOR STORAGE DWG DRAWING MFR CHANNEL MANUFACTURER SUB SUBSTITUTE THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. EA EACH MIN MINIMUM SURF SURFACE W IR MIRROR SUSP SUSPEND-SUSPENDED EL ELEVATION M THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO THE ISC MISCELLANEOUS SYS SYSTEM COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE ELEC ELECTRICAL M O CTORS/VENDORS AS WELL AS SUPERVISING AND SUBC CONTRACTORS/VENDORS O MASONRY OPENING T & G TONGUE & GROOVE REQUIRED. THE ARCHITECT SHALL BE NOTIFIED EQUAL M ON AND MAKING ADJUSTMENTS IN LAYOUT AS EQ E WITH THE SPECIFICATIONS EQUIP EQUIPMENT MR MOISTURE RESISTANT TEL TELEPHONE PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF EQUIV EQUIVALENT NAT NATURAL THK THICK-THICKNESS THE WORK. W EW EACH WAY NIC NOT IN CONTRACT TPH TOILET PAPER HOLDER EXH EXHAUST # NUMBER TRANS TRANSFORMER THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS EXIST EXISTING NOM NOMINAL TYP TYPICAL BUT MENTIONED IN THE SPECIFICATIONS , OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR EXT EXTERIOR-EXTERNAL I NOT TO SCALE UGND UNDERGROUND COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. FD FLOOR DRAIN OA OVERALL, OUTSIDE AIR UL UNDERWRITERS LAB. FIN FINISH OC ON CENTER VERT VERTICAL THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPERATE THE INSTALLATION FIX FIXTURE OPG OPENING W/ WITH INTO THE CONTRUCTION SCHEDULE. Z FLR FLOOR OPP OPPOSITE WC WATER CLOSET HEATER Z WH WATER PHONE FLUOR FLUORESCENT ORIG ORIGINAL THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTICAL, WATER, AND TELEPHONE FTG FOOTING PART PARTITION WM WIRE MESH REQUIRED FOR THE COMPLETION OF THE PROJECT. FURR FURRING PL PLATE W/o WITHOUT OWNER. GA GAGE, GAUGE PLAS PLASTER WP WATERPROOF OO WS WEATHER STRIPPING GALVANIZED PLYWD PLYWOOD TOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE y GALV GALVA THE CONTRACTOR WF WELDED WIRE FABRIC CLARIFICATION. W PICTURES SHALL BE EMAILED TO THE ARCHITEC ALONG WITH AN RFI FOR CLARIF CLARIFIED. THESE PICTU T TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN THE CONTRACTOR SHALL PROVIDE A ALL ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GERNERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR. I a - THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION CONTRACTOR SHALL MAINTAIN E i THE C W i DEBRIS SHALL CONFORM TO BUILDIN G REGULATIONS. HALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING G ASSEMBLY THE CONTRACT OR S Z ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRE-RATED PARTITION USING ONLY UL APPROVED MATERIAL. s APPLICABLE CODES O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PIPING, DUCTWORK, AND CONDUIT IIII APPLICABLE BUILDING CODES: THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED FJumber : 2012-1220-1513-1 c6 EQUIPMENT LOCATED IN FIRE-RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. Derm t]hlrJ FLORIDA BUILDING CODE P GRIT MINA A. 2010 nntact Na•m- AMENDMENTS C- 2009 BROWARD COUNTY AMEN THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: VIE ', S (�cntact Fhone: (u�.5) 8 TO FFPC CABINETS, GRILLES, DOORS, WINDOWS, IETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUD 1 1 -3206-01 3-2250 C. 2010 F I i �: FLORIDA PLUMBING CODE MAY BE USED IN LIEU OF WOOD BLOCKING. Project FJame: MIAMI SHCR.ES PARKING D. 2010 FLORIDA MECHANICAL CODE 1 2!20/201 2 E. 2010 TEST PROTOCOLS FOR IHIGH THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN Date R_arP I ved:p_, VELOCITY HURRICANE ZONES APPROVAL OF THE STRUCTURAL ENGINEER. 0 F. 2011 NFPA 70 NATIONAL ELECTRIC L 0 CODE ANY ROOM WALL FLOOR OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IOENTICNTICAL TO THE � O G. FLORIDA STATE ENERGY CODE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF M MAP LOCATION H. 2012 FLORIDA STATE ACCESSIB3ILITY ANY OBSERVED APPARENT DISCREPANCIES IN WRITTING PRIOR TO COMMENCING WITH THE WORK. CODE FOR BUILDIN G CONSTRUC TION TION � M C I. 2012 NFPA 101 LIFE SAFETY (CODE AND ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST N � ADOPTED STANDARDS POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE J. 2012 NFPA I NATIONAL FIRE ARCHITECT IN WRITTING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. ® N PREVENTION CODE ( UNIFORM (FIRE CODE) WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR O N C K. 2012 NFPA 220 STANDARD ON TYPES OF SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT U- BUILDING CONTRUCTION DISCREPANCIES PRIOR TO START OF CONSTRUCTION. a THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS-BUILT" NEATLY MARKED UP PLANS, Q •� THE ELECTRICAL CONTRACTORS "AS-BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED 0 LL TO THE OWNER. a rl C // ) 2 U)4 b� il 't i E Y D F x 0 m 0 Co C t o � W U +-1 7 ` Q 0 N 0 j. r s 0 4 W i Q L L Q Sheet Title GENERAL (NOTES NORTH /� O C AT I O N � Scale L SCALE: N.T.S Date: Sheet No: o' 8/20/2012 9:40:31 AM a 7i Project. No.: A-0 01 a N 12—XXX 0 N Proj Mgr: Designer Job Capt: Approver Drawn by: - Author RON BABR AIA Revd by STATE OF FLORIDA Checker AR 0016160 99TH STREET LL o Lu Z W UV)O Z _ i�T— � C� C� —r , w2 1=01 ~ O 2 � UzuJZ �OO w U�,0Ed � OO<0V)WO � W Z � UU O 55.c6 50 � 0 Q 0 0 W V�rnm 0 LL 4 ' M � o zzxwo C n �Ww� ) xy , d- 13 Z C 0U)V) mWO� zz� °o� _ 9 8 6. -I / o.. / o., 0=0 = 1= QWZZ �uJ �O� ZZZ�n. O / r ILC) ZZ —O0UOp1= I / CL � 2 ZIX -10>- z0 u- 0 0 LANDSCAPE - -- � LANDSCAPE I � U O� d O O � zg� rn�c�w � ��n�dY � 0. _ S JX1-- 0Z0 71 �I �i cn� l— � =00���W ¢z `CV - STOP SIGN SEE q z M Z O 0} CL O 4� CIVIL PLANS G W1-- O WI-UzW m ZOW �LL FOR DETAILS xx 1p 1 W 2 � 0 2 27 2 � 5°��- �� 0zzO��o°za oc� U u_I-- � o_i= o �_ 2 W I WALK 5 SID WALK _ Z 5 �51 E LK E 5` � � � � � I O D D A. i, Z — UWU Z � — P� 30 Uz o adz o TO" ATCH.;E 15TING c to (n W W F- > 0 5 0 _owU _Uwl--�. c�U�� U � — �� 4C Z Q. 2U2O WW U r",-5 � ^ 95 SC r v) I-- QF- z � F- Q O o tiTYP D E 5' SIDEWI LK CURB 5' SIDIEWA K TYPE D C O COPYRIGHT 2012 — —� BARR ARCHITECTURAL STUDIO # Revisions -- YELLOW - SCALE _ 70 11-16-12 BUILDING STRIPES - O" — BLUE STRIPES ti� BLUE STRIPES SEE CIVIL - PROPOSED O I PLANS FORO ADA SIGN DETAIL PROPOSED ADA SIGN N N STOP WHEEL I u Is' - O" CATCH ASIN SEE CIVIL PLAN FOR COOPER LIGHTING DETAILS OilFIXTURE . f LAND USE DESIGNATION ( r CURRENT USE (EXISTING) PROPOSED USED ZONING ill w STOP WHEEL —�I�II I !VACANT PARKING P 5' MA7RY W L L o� -- �� �{ PROPERTY DATA DESCRIPTION AREA Z I N . 2 VACANT LOT 8,625 SF U4 I EMPTY LOT '' _Lu - r �I . � TI z SITE DATA z DESCRIPTION REQUIRED PROVIDED _ - ii 3 IMPERVIOUS AREAS n - >.. 3.0 DRIVE WAY / ACCESSWAYS -- 2,821,21 SQ.FT N PL 3.D PARKING AREA -- 3,600.00 SQ.FT W 3.F TOTAL I -- 6,421.21 SQ.FT PIL . l Q SITE DATA � DESCRIPTION REQUIRED PROVIDED o T O 4 PERVIOUS AREAS ® T L 4.A LANDSCAPE AREAS -- 2,203.79 SQ.FT +� C0 C\J 0 C N COOPER LIGHTING n s= r C �1 CATCH BASIN SEE �� SITE DATA F o IXTURE CIVIL PLAN FOR O - DETAILS DESCRIPTION REQUIRED PROVIDED _ ro I 15 VUA CALCULATION (20% OF GROSS) LL _ o" � Ia' - o° h .- F� 5.A DRIVE WAY / ACCESSWAYS 2,821.21 SQ.FT � 24.' - o° 5.B PARKING AREA -- 3,600.00 SQ.FT O � �� 15.0 TOTAL: -- 6,42L21 SQ.FT ; .� CURB YELLOW A - 5.D VUA: 6,421.21 SQ.FT X 20% 1,284,24 2,203.79 SQ.FT V ro TYPE D STRIPES M LANRS „APE= SEE CIVIL i o, ��° �: % 5.E I TREE FOR EVERY 1,000 SQ.FT 6.4 6 w - / PLANS FORT � o 5.F 6 SHRUBS FOR EVERY 1,000 SQ.FT 38.4 119 1 C t ? DETAIL O O x b � CURB TYPE D � � U R .,� O Q ►. SITE DATA CC CO C OP SIGN SEE 4 O S PL ro CIVIL PLNA J DESCRIPTION REQUIRED PROVIDED +J ” U (n -C L 6 PARKING W +r J 7 +.r ALLEY 12 ASPHALT 16.A PARKING SPACES � 20 r� O 6.B TOTAL 20 SPACES INCLUDING 2 HANDICAP O -C T nn I� L 6.0 LO Q DESCRIPTION 7 LEGAL DESCRIPTION MIAMI SHORES SEC I AMD PB 10-70 LOT 6 & El/2 OF LOT 7 BILK 17 LOT SIZE 75 X 115 OR 23441-3648 Sheet Title: NORTH 0505 2 OR 27061-3293 1009 01 SITE PLAN SITE PLAN 0' 10' 20' 30' 40' SCALE: I"= 10' Scale: Date: Sheet No: 12/11/2012 4:28:18 co Project. No.: -SP'1 ® N L-C7A N 12-XXX N Proj Mgr: Designer Job Cal Approver A"-Gm OWN="-m. ape-ammm"mmill iF-w- Drawn by: Author RON AR ._, _ Revd by: STATE OF FLOF�I A Checker AR 0016160 n — STOP SIGN 1 (~jNp Z Z O 0 COQ RETE CURB - LANDSCAPE W uJ ~ O H~ O TYPE „D„ H F- i = f Z >- 0 - X U- W W � 2� O � 1- UOm QZ5QOOU� ll O � IX u-QF'p x0owul 0W �— �WtY Q OZj0(!>ED I tY m F- F- U u.. I- O o ��O OW2t)OL5 W F- � ZI- ZU WW 0' - u-V)Z LL1 2 I- Z rA rtLUW �" 0Z�}��" 0C) o. �z mWO S OWO � F"(~j� 0m1Z01- 0' _ � mU R; Oxn. i- Z� Z Z Q 0. � J � �. Cni-ZZ000L O o UO - O F- W � D 0 O� a WO QS n 0-W QW �01V) �V) 5, O" : - .. F- Lu � F" � ZO>- Zu-O� LU10 WiL)zX 10 C) � gO�� 00�Ww0= � Uo- UW UpZZOpd�UZii OOEI- 0xo� 1= C»U� _ - — - - - — aZU= 0051 TZH O �OWU �UWF- WU' UW11 U O ADA SIGN 2U20 WWZZZU u� 3" BLUE STRIPES © COPYRIGHT 2012 CONCRETE CURB BARR ARCHITECTURAL STUDIO TY E "D" o Revisions 0 11-16-12 BUILDING Lu I\ CONCRETE STOP WHEEL _I HANDICAP SIGN CAII�TCE O. I - ADA SYMBOL BLUE _ O --�� 2' - O" �,� NOTES FOR ADA SIGNAGE DETAILS SEE CIVIL PLANS C-2 � I y W 1 LANDSCAPE _ � o � ADA PARKING D E TAL Z _ C o 1 2' 4 8 SCALE: 1 1/2 0' - o" CURB TYPE "D'" NEW ASPHALT PRECAST CONCRETE a .tl STOP WHEEL _ o — 1 112" TYPE S-111 ASPHALT PAVEMENT. SEE CIVIL PLANS FOR DETAIL - I #5` REBAR Cal 6" FROM EDGE E - �— 8" LIMEROCK BASE SEE N 8" I 000 PSI - CIVIL PLANS FOR DETAIL X 2" 3 I _ O �. a r _ CONCRETE 4 #5 CONT _ '- BEAM tI O I C I � N C I_ _ II � N I I II U N � I I I I I I I r C I I ._ O N I _ C C 0. 5/8" STUCCO o ++ S N 5' CURB TYPE "D" DETAIL WHEEL STOP DETAIL Q� U o L „J � 'a o m 0' 1' 2' 4' 8' o' I' 2' 4' 8' �® ■= r' (� SCALE: 3/4"=I'-00" SCALE: 3/4"=I'-00" �- 5/8" STUCCO -0 O EVERY O HER CELL SHALL BE 0 V FILLED WIT 3000 PSI CONCRETE ■` 0 Q i (1) #5 016" O.C. C 4� ro o iIl � � � U \ � 1 a� - s Lo L I I I Q� o FILL ALL BLOCK L CELLS BELOW GRADE V \ WITH 3000 PSI - 1 11O � _ I � I I I ICI 1 I - I as — aea -. Sheet Title. a I (I) #5 TRANSVERSE 4 12" O� I SITE DETAILS (3) #5 CONT. 4 12" O.C. firtA �l CALCULATIONS ATTCHED Scale, TO SET Date: Sheet No: WALE TION DE TAI 12/11/20Z4:28:19 0' I' 2' 4' 8' j PKA Project. No.: SP20 N N SCALE: 3/4"=I'-00" 2-XXX o N Proj Mgr: Designer LANDSCAPE NOTES Job Capt Approver Drawn by: r A. SEE ARCHITECTURAL SITE PLAN FOR ALL SITE DIMENSIONS Author RON R, Al B. PROPOSED IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE TO NEW LANDSCAPE Revd by: STATE OF FLORIDA J' PLANTINGS, WITH 60% OVERLAP. D. ALL I PALANT MATERIAL OSHALLL BE FLORIDA NO 1 OR BETTER. AR 0016160 Checker E. PLANT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH GOOD NURSEY 4"' EARTH PRACTICES. SAUCER F. EXISTING TREES ARE LOCATED ON PLAN __" G. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 "PROTECTION OF UNDERGROUND GAS PIPELINES." STREET 3° MULCH v�� EBLETSER H. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND O� O Ix 99TH LAYER - APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO F' w Z W _ PROCEED. W Z O Z Z I " �� PgR�D PLANTING SOIL BACKFILL I. ALL VEGETATION DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE U W O O 1.- W !-ATglD ATER UNTIL SETTLED DISPOSED OF BY THE CONTRACTOR, IN AREAS PROVIDED BY HIM. W M =I-:. Z O 1- F- - i J. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL WATER QUALITY - Q: U W >'� � W j STANDARDS. m 0 Q Z 5 ZZ x 0 F- � 2 K. T LOCATION QO U I- � E LSTING UNDISTURBED HE L CATION OF UTILITIES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE emu_ O0 F.-lAWO Z W EXACT LOCATION U U - SHALL BE DETERMINED BY THE CONTRACTOR AND THE UTILITY a H O IL OWNER, EXPOSING THE SUBJECT FACILITY SHOULD SUCH ACTION BE DE Q a O O 1"U O- Z 1-- W DEEMED u- O m =O m i — NECESSARY. THE APPROPRIATE UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS w � m � P'�=U��O _ IN ADVANCE BY THE CONTRACTOR. U W 1- - x Z W U L. UTILITY OWNERS ARE:FLORIDA POWER AND LIGHT (ELECTRIC) SOUTHERN BELL m W O p Z M V)O 2 W TELEPHONE AND TELEGRAPH COMPANY Z F" W I- Z W - OZ U O - M THE CONTRACTOR C� 2 NTRACTOR SHALL CALL U.N.C.L.E. 1-800-432-4770 ( TOLL FREE ) 48 HOURS W W >- ZU>' F- � BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. to V) m W O_ I- QZ I- Z OO N. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED lr_� Z O = F= � w Z (- TYPICAL SHRUB PLANTING DETAIL UTILITY CABLES, SANITARY LINES, AND WATER LINES. 0 O 91-U�O g W 0 � O. CAUTION SHOULD BE EXERCISED WHILE WORKING IN OR AROUND OVERHEAD I- m U <LO of O' 1- Z Z � Z TRANSMISSION LINES, NEAR EXISTING GROUND MOUNTED AND OVERHEAD SIGNS TO J a 1" Z Z 00 O O Q PREVENT UNNECESSARY DAMAGE. SIGNS AND STRUCTURES SHALL BE REPLACED BY d =O Z U O} z U THE CONTRACTOR AT HIS EXPENSE IF ANY ARE DAMAGED BEYOND USE, AS O I= W W O O U O O O 11 / Scale: N.T.S DETERMINED BY THE ARCHITECT. ZZ xzgS V)1- 0uJ V)¢ x P. ALL PLANT MATERIAL SHALL BE INSTALLED A MINIMUM OF TEN FEET (10') FROM 0-- S Q W Of ANY UNDERGROUND UTILITIES AND NO LESS THAN TWENTY FEET (20') FROM 1- =O O Z~W Z OVERHEAD LINES U AND UTILITIES, UNLESS APPROVED BY THE ENGINEER. IF T f- W HE W O Z u_ INSTALLATION OF ANY PLANT MATERIAL DAMAGES ANY EXISTING UTILITIES, THE Z = 201-- "-O m d O U O CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGE RESULTING W 1- O W 1- U Z IY U x W FROM THE PLANTING OPERATION. of , 2 O O O0 W W O = m 0. (�. WHENEVER THE PLANT MATERIAL AND UTILITIES ARE IN CONFLICT, THE U U U Z W Z O f- 1" - CONTRACTOR SHALL NOTIFY THE ARCHITECT IN ORDER TO FIELD ADJUST THE O O r Lu O E5 Z :C O O O p j U_tL 1 PLACEMENT OF THE PLANT MATERIAL. O Z V= D O(g W U Z Z tY O �ow0 �Uwl-�c9U�� U Luzzz O COPYRIGHT 2012 _ .. - �F����f�--f.�f �►-'�1 f.f��f�F o� �F�f��F Lrr-�f ., i , ,� � ,I � p j BARR ARCHITECTURAL STUDIO - % Revisions I �, I I °o ,I 11 , I Z CAY7F1tE o. I � w I , II LANDSCAPE SCHEDULE M MARK FAMILY COUNT DESCRIPTION WRAP TRUNK IN BURLAP & , _ _ m SECURE BATTENS WITH 3/4" I O_ _O HIGH CARBON STEEL BANDS 2 W SHADE TREES 6 NEW 8'-12' I 2 FLAGGING TAPE O QUERCUS O VIRGINIANA LIVE W �. � � I OAK 2'" X 4" BRACE � 'I I 3" MULCH LAYER II L SHRUBS 119 CHRYSOBALANUS y 4" EARTH SAUCER I I 15" C7 ICACO, COCOPLUM W �I'� I � 30" OA. 3 GAL. ® _ 2" X 4" 36" STAKE I CAN, 24'OC, Z I I I O � III REMO.F_ BURLAP FROM � I TOP 1/-:5 OF ROOT BALL i EXISTING SUBSOIL FERTILIZER TABLETS EMPTY LOT 12" MIN. I rnl 12'" BACK FILL WITH CLEAN SAND AND WATER UNTIL SETTLED I 0. W r-„ TYPICAL PALM PLANTING DETAIL I� II n 1 Scale: N.T.S I W J Q � JI 0 0 0 0 N a� n M 0) C C,� N I •U N m O�C��� 0� 0 r C ❑ -- � III � ��'�--�� � � O N •� u LL Ln C C U ���J ' �J O C 00 0 0� 00 V o a �1 O o � m T C 000 C 0 m U) I C REINFORCED RUBBER HOSE � � 0 BRACE HEIGHT SHALL BE I/3 OF TREE HT. OR b' FROM FINISH -- SURVEYORS FLAGGING TAPE ®� s v i cd GRADE WHICHEVER IS GREATER 1� 0 GALVANIZED TURNBUCKLE //� m N I C DOUBLE STRAND No IOG GALV +J T- 0 / TWISTED WIRE ro 4 U O L � � 3'" MULCH TAPPERED FROM 4" EARTH SAUCER "r ? � SAUCER TO BASE OF TREE O 0 N 2" X 4 X36'" TREE STAKE '� 0 C W r REMOVE BURLAP FROM r O -a ALLEY TOP 1/3 OF BALL r 0 O °� � 12 PLANT MIX BACKFILL WATER UNTIL SETTLE FERTILIZER TABLETS EXISTING UNDISTURBED SOIL Sheet Title: NORTH LANDSCAPE LANDSCAPE PLAN TYPICAL TREE PLANTING DETAIL TREE PLAN DETAIL mommmmlr- O' l0' 20' 30' 40' SCALE: I"= IO' 01 01 Scale: N.T.S Scale: N.T.S Scale: Date: Sheet No: 8/20/2012 9:40:43 AM a M Project. No.: -SP2®1 s P N 12-XXX 0 N Proj Mgr: Designer Job Capt: Approver Drawn by: Author RON B AIV Revd by: STATE, F FLORIDA Checker AR 0016160 99TH STREET �LU o w Z U�0 Z U W F=- W 21YQ � Z �} IYO� _ QOO X00O01= Z0W tYW � m � O0�XVO0m �U0 ZW�FZ � � U �0 zW � C wLU 0 W � �V) 0OWW >- OZ0>'ZF" 00� L$)V) 0 W0� Q {- - u.OZ 0 = � Zd � QQ 0 m0 U.1<0 WZQS LL CL P 1 ' Z �- wJ � 11.00-0-0000 0. 20 � M Z� F= UO ?- Z? OW'(I- ag I- g M W O 0� 0 = 4 2 QWX�w w pF- O F-to U W� W F- W � Z �- � W� O W I--20 1 .5 LU _ , ZO 1-- U o U W O W H U Z � �~ W U �-Oo Z 2 CL -W O= rn UZZZ �PF -VCL ULU ZO� Z . 0 Z 2 0 0 0 W U Q Z Z (U o U 2 Z0 W U N U W I- C9 U U I=- Q � � I=- Qf=-Z!] �IW- ZZZQ { c COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO + + Revisions 3.2 2.5 11-16-12 BUILDING SA + T (E COOPER LIGHTING � LUMA RW 4.1 4.7 3.7 2.8 2.4 1 .2 DESCRIPTION CAafIL o.u1lona r The Lumark Tribute is the most versatile,functionally designed,universally adaptable outdoor luminaire available.The Tribute brings outstanding ) performance to walkways,parking lots,roadways,loading docks, building " areas,and any security lighting application U.L. listed and CSA certified for wet locations_ + + + _ _ t I 4.0 4.6 3.8 2.9 2.5 1 .�' W V. � I SPECIFICATION FEATURES W + + + + + Constriction field rotatable in 901 increments Moontfng 'Il a Rugged one-piece diecast and offered standard with mogul Extruded 8 aluminum arm l 4- 3.9 3.0 2.6 1 .5 aluminum housing and data base lampholders for High features internal bolt guides for 1�t frame.One-piece silicone gasket Pressure Sodium and 200 400W easy positioning of fixture during '4kt � = Metal Halide assemblies or protects the optical chamber from installation to pole or wall surface, performance degrading contarnk Metdal Halide 150W holders for g g and below. Standard single canon packaging 4Y;' ��, '�� Hants.One(1)stainless sprang latch and two(2)stainless hinges round nd pole square pole arm and e allpvvtoolle s opening and Electrical roundpaleadapterallovvfar Ballast and related electrical consolidated product arrival to site;, removal of door frame. 4.6` 3.4 2.5 1 . _ componentry are hard mounted to Optional internal rnastarm mount Reflector die-cast housing for optimal heat accepts a 1 1�4'to 2 3/8'0.D. Choice of nine;91 high efficiency transfer and operating efficiency. horizontal tenon,while a 4-bolt _ Optional swin optical distributions,including five Pt g-down galvanized clamping mechanism secures W steel power tray with integral fixture.Cast-in leveling guides (5)segmented optical systems p Y 9 9 9 '�R constructed of premium 95% handle and quick disconnects provide+/-5°vertical leveling J reflective oclized aluminum sheet, Y completely i TRIBUTE allows tray to be com letel adjustment. ?t removed from housing I + + + - � Optical segments are rigidly g providing 4. 3.4 mounted inside a thick gauge ample room for'fixture installation Finish [ 2.1 3.8 6 - aluminum housing for superior and maintenance. Housing and arm finished in a 5 70-40OW a protection,All segment faces are stage premium TG10 bronze High Pressure Sodiurn polyester powder Coat paint,clean of rivet heads,tabs or other pulse Start Metal Halide means of attachment which may Optional colors include black,grey, Metal Halide �1 white,dark platinum and graphite- 1 cause streaking�n the ar l distribution.Optical modules are metallic. RAL and custom color O . - matches available, AREA LUMINAIRE ' 3.1 4.4 3.9 3.0 COMPLIANT . O'` I DIMENSIONS 1� t i TECHNICAL DATA - -- - UL1'4at Locations Listed GSA Carti6 ad 6 1,`2" EISA Compliant Q II SA '� -� ��, + 4.7 3.7 2.9 2.4 1 . �� �I i 1165mrnl 4.0 �I `_ - ENERGY DATA 0 Hi-Reactance Ballast Input Watts T- - III M �,. 704N HPS.HPF 195 UVal1sY N J 22 ISSOrnml a 1203mm)E 1 N HPS HIT 1730 Viatts) � � � � `� 150''1 Hi's HPF t 140 Watts I � III � ro cv '150iV fill'I IPF 1105 tNAW + + + �� + + - CWI Ballast Input Wars f � 250W HPS HPF(309 Watts) I 4.1 4.8 3. �� 2.8 2.3 1 . 11 -15.2"1364mm,� CWA Ballast Input Watts LL 'e. 200VV MP HPF 122oWatts)(D o 2001V HPS HPF i150 Watts) DRILLING PATTERNS 2501V hrltl 111-(295 Wane) (� J t I 25(RJ MP I Id'F 283 Watts`)�l Q TYPE `M" 'NALL MOUNTtMA121S-XX) TRUNNION MOUNT 320VvP'IPHPF(366 Watts) Q =r 3.0 4.2 3.1 2.5 1 .9 1 . -- , -- - 350bJ NIP HPF Batts) "� r: E 12 jmml 1305mm t„ 4om fume HPF(452 Watts)cg.> K x �' cn ' 12" 125mm1 4004N Ml I I IPf(45G Watts) 3;4' 120ntml �� 40OW HPS HPF(4,35 Watts! a-hale '2 EPA d; I i 2 7116'1124mmi �14mmj' 1 Effective Pro todAreac t5%Ft,) � � Imo: `.5 1.01'.2" ca 4 7,8'1124mml 67mi Without Arin,1.19 12 nl 7 16'1.12mm1 13132" 3-1-1 0 + ,, I x sl r i - ct- `� 3<4'(20mm 1lmrnl SHIPPING DATA 12'S'8`116m n g 1,2„ slut Approximate Net Weight 2.3 1 _ 9,1a [14mm1 of f2 ++ _ �'a hales {165mmI- 0 'r Dla_Halel4 3ILs.(17.73kg�Y (� \ 8" 1 1 2 o Q � 13Wi1m1� 3' [77mml LIGHTING NO TO EXCEED 0.5F 320 N _ 0 +� lighting- Specifications and Dimensions subject to chatlge without notice. AuHCa232p � r U C - Corsr.lf,ro,.crspresadfati+.e nraddilioralopfionsandEminfi 02(2.8/20"14;C628PI'A 4-+ d' INTO RESIDENTIAL AREAS www.cooperrghtingwm U) W j � � ALLEY „� o Q5 U Luminaire Schedule o ----- -� L Label Qty Description LLF Total Lamp Lumens SA 2 COOPER #: MPTR-SL-350 / MOUNTED AT 25' AFG _ 1 0.720 33000 Sheet Title: NORTH Calculation Summary HOTOMETRIC P H O T O M E T R I C S Label CalcType Units Avg Max Min Avg/Min Max/Min -� p' 30' [.p' SCALE: I"= for PARKING AREA _ Illuminance Fc 2.94 4.8 1 .1 2.67 4.36 0. Scale: Filename: Site_2012_07_23.AG1 Date: Sheet No: 12/11/2012 4:28:19 PKA `2' Project. No N OX-SP20 N 12-XXX N N LEGAL DESCRIPTION IltttlBl LOT 6 AND THE EAST OF LOT 7, BLOCK 17 OF AN r. - r� AMENDED PLAT OF MIAMI SNORES SECTION 1 , �__- r t �. ACCORDING TO THE PLAT THEREOF AS RECORDED IN 30' S5 86 50' - - - So'� --13o - . �. �. PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS �/ t t ¢ °FO' z 04 OF MIAMI-DADE COUNTY FLORIDA x, 14 13 t2 I I Io 8 r �dBs - --- --- Z / / v 2 N ed EDGE OF � :. 1, r � PAVEMENT p o TAPER ENDS OF L E Y '�' Q ' E� ASPHALT p "D" CURB (TYP) C 1 O' Ln 15 1 �5 17 13 t 4 -- 9 20 21 22 23 � PROVIDE 6 DEEP =5 -p cg X 55.95 50 SWALE FOR - PROP. 1 ' WIDE CURB » - 50' S 4n � DRAINAGE CUT WITH FLUME (BOTH SIDES OF mw vsa�om LANDSCAPE 9.90 DRIVEWAY) /--PROP. DROP 60. 9.90 �°P RO P MATCH EXISTING 9.�0 � 2 •.00 9.40 - - i - . I, I PROP. TYPED LANDSCAPE SWALE FOR SIDEWALK CURB 10:,0 DRAINAGE - --- - - PROP. 5 CONC. < LOCATION MAP a PRO4P. STOP a�SI -w ' �2� a 10.20 � SD a G SIGN (R1 MATCH MATCH SCALE : N.T.S. EXIST. w Q ;•,. o SPHALT °z SIDEWALK PROP. 5 ----- � � 10.10 7 � i � J / 10.10 0 PROP. WALL - REFER ui TO ARCHITECTURAL t PROP. HAND! P V .00I %��� PARK,NG SIGN \ --- - -=-. -- - PROP. PLANS -- - - - � - (TYP) HANDICAP - - - -- 30' p L o PROP. 5' I o PARKING P/L r / NOTES . . J MASONARY WALL I N . SIGN TYP " 4.25 U (REFER TO ( > , 1/2" TYPE S-- II - '- ASPHALT PAVEMENT 6. PROP. CUR D 1 . CONTRACTOR TO FIELD VERIFY ELEVATION ARCHITECTURAL _ g TACK-COAT AS REQUIRED CURB PLANS) -_- -T- = - ( - 9.80 a8o - --- PROP -Fr wIDE---- _ \\ -- ,. 9.50 �r OF EXISTING ROAD EDGE OF PAVEMENTS . cn 18.00 2 PROP. HANDICAP - - WHITE, PAINITED STOP ,0 �� �, _ ' PRIOR TO CONSTRUCTION . DISCREPANCIES PARKING SPACE BAR (TYP) - - 9.30 9.ao �,�� < �< < - /\\% IN GRADING TO BE BROUGHT TO SHE t - PROP. C �o., ,�� " ATTENTION O F THE ARCHITECT 0 R 8 LIMEROCK BASE W/ A \/\/\/\/�/ • / �1. RIM=0.50 1 '\�/\\\ i� COMPACT EXISTING SUBGRADE TO 98% ENGINEER . � INV-5.00 PROP. MIN. LBR OF 100, OF THE MAX. DRY DENSITY NON-PERFORATED COMPACTED TO 98% OF THE PROP. 6--IN WIDEx20--FT PRB=SOUTH PIPE j °`� MAX. DENSITY AS LONG, YELLOW, PAINTED - =-= - ---- --=' I '�, � DETERMINED BY AASHTO DOUBLE-STRIPING TYP - -- - _----- �- C T-180. I to (TYP) 1 9.25 2 HANDICAP PARKING SPACES TO HAVE A N { I PROP. SO OF �5 j SECTION A--- A MAXIMUM SLOPE OF 2% IN ANY DIRECTION . fit III I � HUPE EXFILTRATIU`N TRENCH Q EMPTY LOT I _ U I io.,o z 3 . CONTRACTOR TO CONTACT THE VILLAGE V) 10 ,n s.so Q OF MIAMI SHORES FOR INSTALLATION OF Z I f AN IRRIGATION MATER . + �t„ 4.25 ` P 2.00 I ( '- -- -- - � L! PROP. TYPE �-. CONTRACTOR TO COORDINATE D CURB P/L 1 1/20 TYPE S-!II -- -- I 5' 5' 17' ASPHALT PAVEMENT PROP. -- ---- -- --- '-`� TACK-COAT AS REQUIRED CONSTRUCTION OF PARKING AREA WITH � - PROP. PROP. ASPHALT t wHEELSTOPS PROP. DIRECTIONAL I PROP. CB NO.2 CONC.ALK DRIVEVI'AY LIGHTING , LANDSCAPING AND IRRIGATION (TYP) ARROWS RIM-9.50 1 PROP CGNC. SIDEWALK 12% MAX I � I NV=5.00 SLOPE EXIST. PLANS . L --- --'~ PRB =NORTH WHEELSTOPS TO BE 8 TFIICK N.E. 99TH STREET AT DRIVE'NAY 10.10 10.2 ----_-- CnP) 7 PROP. STANDARD f f . • „ ,c. °- PARKING SPACE `,j�\�\�;/ ; � ,,� 5 . CONTRACTOR TO CONSTRUC-l� SILT FENCE A ASPHALT AROUND PERIMETER OF CONSTRUCTION TO 9.80 �--_-- - COMPACT EXISTING SUBGRADE TO 98% CONTAIN DEBRIS AND CONTROL DUST. . - 8" LIMEROCK BASE W/ A MIN. LBR OF � � T - 100, COMPACTED TO 98% OF THE OF THE MAX. DRY DENSITY MAX. DENSITY AS DETERMINED BY AASHTO T-180. j h� 18.00 SECTION B - 13 - 0 � 18.00 10.0[1 Q� N. -.S. 24.00 ' •S I Cb 1 Q.Ofl END OF TYPE w to o UJ "D" CURB I '- - ,� �.. � L.1_ ,- 9.30 ICY)I - , _-- . . ._Y _- •_. . u- p PROP. STOP - -- CN -- - p PI ® LL 0K � 0] SIGN (R1--1) �- PROPOSED ASPHALT � M ' A �� LR PROP. -- PROP. 6-IN WIDEx20•-FT r 00 � ���'---- ' PROPOSED CONCRETE 0 2 FT WIDE, LONG, YELLOW, PAINTED W WHITE, PAINTED STOP DOUBLE-STRIPING TYP Q9 " (TYP) EXIST. ALLEY 1.7 ,. o BAR (TYP) -- S.oO PROPOSED EI_EVAT{ON C ----------- - _ -_ _ _ 1 1/2" TYPE S--I II MATCH EXISTING MATCH EXIST. I ASPHALT PAVEMENT �✓�' PROPOSED SURFACE FLOW " ASPHALT 9.80 TACK-COAT AS REQUIRED ASPHALT `� - - -- -- PROPOSED PIPING - - - - - EXISTING PIPING AND APPURTENANCES EXISTING ELEVATION COMPACT EXISTING SUBGRADE TO 989 8" LIMEROCK BASE W/ A MIN. LBR OF OF THE MAX. DRY DENSITY 100, COMPACTED TO 98% OF THE N MAX. DENSITY AS DETERMINED BY NO. OF : 2 AASHTO T--180. SECTION C--°�- C r NO.: C-1 N.T.S. PAVING & DRAINAGE PLAN M MA NUJ. SCALE 1"=10' 12-68 .. r. i wv'm, ...i:, a.. :.. i •C" '@ "4'16""°` "IE+J"'"'." +w�7._' ',4w�dq" y.'YYJ�W�' a�u' "C- 7l' � i"i�u i '.ai ', 1'�."I1AG'd �`l.'.!`�.°.s+'I�..7duv4 `Y["�: }�"� Y'!W6a YE3'' ._ .... Wdliwt 1 18w GENERAL NOTE: CROWN OF (U ELEVSTIONDICATE O1BE 0. 0' ABA e `` 1rlllrrrr� PAVING AND DRAINAGE NOTES . . d��N� NOTE;; TYPE A JOINT SIDEWALK SHOULD BE 3 THK. ACROSS DRIVEWAYS � rc TOP OF PAVING VARIES PROVIDE H.C. RAMPS AT STREET CORNERS (PER ADA ® '•�• BLUE MIN. ELEV. ® 9.50 P.T. / MIN.STANDARDS & FDOT INDEX N0. 304) BACKGROUND - 1 . ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE ' . . C � ' VILLAGE O F MIAMI SHORES -0 _ " L TYPE A JOINT R/W LINE '�• f - 12 MIN SELECT FILL vb , v� ca WHITE TOP TRENCH _�i � EL. 8.25 - ,•. > .•� ,•, NEW SIDEW MST. SIDEWALK . ���� .•�•'•2d �" IT FIVE_ 5 SITS OF SHOP DRAWINGS FOR 8 CONTRACTOR SHALL SUBMIT � 1 2. THE 1/ F ( / w 15 � PERFORATED ADS PIPE P.C. APPROVAL 'TO THE ENGINEER OF RECORD PRIOR TO FABRICATION +. O IE SECTION OF PIPE FROM TYPE "B" 5'-0 TYPE 'A" JOINT 5.00 "� TYP. OR CONSTRUCTION. NO CONSTRUCTION SHALL COMMENCE UNTIL -- -- END of STRUCTURE To (nP) PARKING BEGINNING OF TRENCH N APPROVED SHOP DRAWINGS HAVE BEEN OBTAINED. BY OCT. W.T. TO BE "NON PERFORATED" SIDEWALK PIAN � 1 1/2" SERIES ® EL. 3.00 (TYP) N.T.S. AT 1 1/2" DISABLED N M 3. ALL MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS SPACING PERMIT .. BALLAST ROCK _-1/4* MIN• 1 "B�. _1 2" MIN. : FOUND WITHIN THE PARKING LOT AREA SHALL BE REMOVED ONLY o -- FILTER FABRIC AROUND (� �- _ I ENTIRE TRENCH W/ MIN. AND REPLACED WITH THE SPECIFIED FILL MATERIAL IN 12-INCH MAXIMUM 1" SERIES AT ENFORCED �' 4' LAP Ar TOP 1/2'R 1/2"R ` LIFTS COMPACTED TO NOT LESS THAN 100 MAXIMUM DRY DENSITY AT 1" SPACING MIN. FINE o TI w •• 1/2 $250.00 OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T--99. -- - n ALL PIPING WITHIN THE EXFILTRA110N x ~ TRENCH AND THOSE PIPES CONNECTING 1/2" PREMOLDE 0 0 4. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE 12" EX]FILTRAIION TRENCH TO CATCH BASINS EXPANSION JOINT z cn • - SHALL BE INSTALLED LEVEL (0.0% SLOPE) PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE FTP-26 (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN . ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 'THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY FINISHED BOT. TRENCH - SIDEWALK JOINTS ALL UTILITIES, BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN GIR 'DE EL -5.5o N.T.S. A TYPICAL SIDEWALK COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING �� ,��j,�/ �, . '\ �'-o' I °O THICKNESS (T) TABLE OF SIDEWALK JOINTS ANY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL NOTIFY THE TYP . DADE COUNTY ExFILTRATION ENGINEER IN WRITING OF DISCREPANCIES PRIOR TO BEGINNING WORK. °1 ; 'if ° LOCATION : �r TYPE LOCATION : z ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED ° 1 i' I TRENCH SECTION DRIVEWAYS �� 8w 'A' P.C. TI P.T. OF CURVES & TIE-IN � •�- ° DRIVEWAYS de OTHER g- JUNCTION OF EXIST. TO NEW SIDEWALKS. ® Q'7 IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE IN CONCRETE Iii• 1 IN GRASS 'B" 5'-0' O.C. ON SIDEWALKS. , 00 'Cv + WHERE SIDEWALK ABUTS CONC. CURBS :+C UTILITY OWNER PRIOR 'TO BEGINNING ANY CONSTRUCTION OPERATIONS. ARCS i • f ARF�S II< -4' °L J NOTE1 DRIVEWAYS OR SIMILIAR STRUCTURES. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL ° 1. EXPANSION JOINTS EVERY EXPANSION JOINTS EVERY 50' O.C. 1­4 o TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE a 50' O.C. + INSTALLED AT THE 0 P c ALLOWED. 2. CONC. MIN. 2500 PSI, NO DISCRETION OF THE ENGINEER STEEL IN SIDEWALK rill ° 3. S' 1TIK. SIDEWALK ACROSS DRIVEWAYS FTP-26 HANDICAP PARKING SIGN WITH SUPPLEMENTAL SIDEWALK DETAIL 5. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR MUST SUPPLY THE 12" X 6" "MINIMUM FINE $250.00" SIGN ENGINEER OF RECORD WITH THE CERTIFICATION THAT ALL CONSTRUCTION 13ASIN FRAME do GRATE (SEE DETAIL) AND FILL MATERIAL MEET AND EXCEED DESIGN AND WAS INSTALLED PER U.S. FOUNDRY o MFG. CORP. MODEL N0. DESIGN AND/OR AS-BUILT DRAWINGS. NOTES: FIN. GRADE 4) 1. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED 0 BRICK &GRADE R 1 r 1 •> BLUE BACKGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED (2 COURSE MIN., Ski 2. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE 5 MAX.) • MATERIAL TEST RESULTS TO THE ENGINEER OF RECORD PRIOR TO THE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. -TEST RESULTS 3. LOCATE SIGN AT CENTERLINE AND HEAD OF EACH HANDICAP MUST INCLUDE, BUT MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE PARKING STALL, WHERE APPLICABLE. w " AND LIMEROCK, UTILITIES, EXCAVATION, ASPHALT GRADATION REPORTS, DRAINAGE AEI PIPE I 36 x36 MIN. cq CONCRETE CYLINDERS, ETC. HANDICAP PARKING SIGN Y3 SEE POD PLANS #4 BARS O FOR PIPE SIZES & BASIN INV. % O.C.- HOOK• 7. ALL STOP SIGNS SHALL BE R1 - 1 (30" x 30"). ELEV. P) e" END METAL SIGN POST (TYP.}-- Q VA 3- (MIN) 14 HOOPS 8. ALL ON-SITE PAVEMENT MARKINGS SHALL BE PAINT. SUMP SOLE 12' O.C. (TYP) EDGE OF PAVEMENT 9. ALL STOP BARS SHALL BE 24 WHITE PAINT. � GEN RAL NOTES \_#4 BARS ® 12" O.C. FIN. GRADE SECTION PROVIDE 8 GRAVEL QED WALL � 1. BAF1•l.E TO BE .,ECT10N OF CMP CUT IN HALF, CMP PIPE FOR BA,FF� EACHWAY (TYP) DRAINAGE SHALL BE THE NEXT LARGER PIPE SIZE TWIN DISCHARGE UNE (TYP., FOR EACH STRUCTURE 2. 1/2' GALV. LAG BOLT IN LEAD SHIELD (TYP.). STRUCTURE) TYPICAL CATCH BASIN d 10. PLASTIC FILTER FABRIC SHALL BE MIRAFI, TYPAR OR c".) 3. WELD. OR 21/2" S.S. T•HRU BOLTS � q 4. GRATING SHALL BE OFFSET IF STRUCTURE IS USED AS OVERFLOW. ° EQUAL CONFORMING TO SECTION 985 OF THE PLATE TO , FDOT STANDARD SPECIFICATIONS. P.R. BAFFLE CONC. FOOTING, TYP. 4" NEOPRENE ALL AROUND LJ GASKET (ECH. SEE GENERAL 11 . THE CONTRACTOR SHALL COORDINATE AND/OR INSTALL ALL WATER SERVICES, ^ RAC K"°B� �' • ° I SEE NOTE +3 DRAINAGE SYSTEM, UNDERGROUND CONDUIT REQUIRED TYPICAL SIGN INSTALLATION BRACKET • ' SEE NOTE � FOR FPL, SOUTHERN BELL, IRRIGATION SYSTEM ETC., PRIOR TO BEGINNING ROPER SUBGRADE. 'THE CONTRACTOR SHALL COORDINATE RELOCATION OF ALL BAFFLE DETAIL BRACKET DETAIL co EXISTING UTILITIES WITH APPLICABLE UTILITY COMPANIES. POLLUTION RETARDANT BAEL E 12. WHERE NEW ASPHALT MEETS EXISTING, EXISTING ASPHALT SHALL BE SAW--CUT TO PROVIDE A STRAIGHT EVEN LINE. 13. ALL ON-SITE DRAINAGE PIPE SHALL BE HDPE c� 5'-0" 12'-0' 12" Nco� W 4,000 PSI MIN. PRECAST or w 00 I'" I C� CONC. FLUSH W/ ASPH. 6» 6» SEE TYP. SECTION CONC. WHEEL STOP U) t4)- j "PARKING L1� FOR NEW BASE 2'-0' SIGN SAW CUT AND ASPHALT 3 (�) BY DISABLED GNLD ", 7 4' PERMIT TYP. L1J Q LL.! 11- l�1_ e' END CONC. CURB 2°R. ECH. SIDE OF " o I ® CT 1 -0 I k „" � �'-o" L PRECAST 4 WIDE PAINTED- 0. yr �� "IIdI � . .,l . � FLUME OPENING 1 _ 9 -- . c� t� i CONC. WHEEL BLUE LINE, TYP. 0 L N TYPE D CONC. CURB ,f \�. >;` oP PRECAST CONC ` ' 1;' ° WHEEL STOP > LL1 _ 4"THK. CONC. FLUME - -� �' �o PAINTED BLUE, ASPHALT PAVEMENT SET FLUSH W/ GRADE, #4 REB�t CONT. TYP. Z AS TP ANGLE TO MATCH SIDE `- ORNE 2- 4 KEBABS 00 LIMEROCK BASE SLOPE OF DRAINAGE SWALE 0 1'-O' FROM END C7 / / EXIST. ASPHALT TO BE REMOVED. 4• WIDE PAINTED ° EXISTING ASPHALT X. ''-4t WHITE LINE, TYP. I ., `0 a• & BASE i 4" WIDE Y NOTE: PAINTED WHITE L INE 1YP " J VRJ FLUME e ^S ' THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT " AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND BASE. TYPICAL REGULAR PARKING STALL h' INTERNATIONAL cv WHITE PAINT (TYP)- I HC SYMBOL v BLUE 4" WIDE PAINTED PAINTED WHITE PAVEMENT JOINT DETAIL RPEEFrL�TECTORIZED 2» WHITE LINES, TYP. cv (TYP) NO. OIr : 2 p 4" _ 4" TYPICAL HANDICAP PARKING STALK N NO.: C-2 a CAD Fag NO. 12-68 . � ,�. ., :. , ,. �. w:� ,� .°»mow u .x . ..� ,.•., .� ,. r. ° .�.M. , _._ ;. ,. .__.�. � x� �� Proj Mgr: GENERAL ELECTRICAL NOTES 505.7.3 VOLTAGE DROP. /o PER FLORIDA BUILDING CODE 2010 ENERGY CONSERVATION: BRANCH CIRCUIT VOLTAGE DROP 9 9TH STREET Designer MAXIMUM 3 PER 2010 FBC Job Capt: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N,E.C. 2008) AND ENERGY CONSERVATION CODE GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE 505.7.3.1 FEEDERS AND CUSTOMER OWNED SERVICE CONDUCTORS. SECTION 505.7.3.2 Approver U.L LABEL WHERE APPLICABLE. FEEDER AND CUSTOMER OWNED SERVICE CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD. CIRCUIT LOAD WIRE SIZE MAXIMUM Drawn by: 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS 505.7.3,2 BRANCH CIRCUITS. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM IN AMPS LENGTH Author WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. COPPER IN FEET OWNER. REQUIREMENTS, N BARB, AIA Revd by: STATE OF FLORIDA 505.7.4 COMPLETION Q 5 AMPS OR LESS 180 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE 505.7.4,1 DRAWINGS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER 6 AMPS 150 AR 0016160 CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM = Checker AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE 7 AMPS 130 ORDER. PROVIDED TO THE BUILDING OWNER, INCLUDING: 8 AMPS 115 LL 1. A SINGLE-LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 9 AMPS 12 AWG 100 4. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 10 AMPS 90 O � O � THE PROPER EXECUTION OF THIS WORK. 505.7.4.2 MANUALS, CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL 11 AMPS 83 _0 _ z I-- w w wzo = 0 z 5. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL 12 AMPS 75 U w p w Q GROUNDS. INCLUDE, AT A MINIMUM, THE FOLLOWING: 13 AMPS 7D LANDSCAPE ~ F- z z � 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF LANDSCAPE U 0 m Q Z Q O 6. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE EQUIPMENT REQUIRING MAINTENANCE. 14 AMPS 65 0 0 _ ~ Q � Z CCUU � Up � 00 N.E.C. REQUIREMENTS. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING 15 AMPS 60 w Q -' o o = o MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 16 AMPS 57 v QUu- m c) F- HI- O 1 O 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. i Co w O 0 z = p Q w uJ 7. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL 17 AMPS 54 F- w F- Z U w V) BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE CIRCUITS, UNLESS NOTED OTHERWISE SIZED PER N.E.C. 250-122. SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO 18 AMPS 51 O °w w Z �- Z �� o 0 L Y C THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. 19 AMPS 48 wo z o T o � ¢ w z z o 0 8. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER 20 AMPS #12 AWG 45 � w O w U Q o w O Q Z 505.3 TANDEM WIRING: MATERIAL BEFORE VERIFYING BREAKER do WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THE •- m U "" °- F- � z = Z ao � zZZ � w � o ENGINEER OF RECORD. LUMINAIRES DESIGNED FOR USE WITH ONE OR THREE LINEAR FLUORESCENT LAMPS GREATER THAN a i � G z - O o >_ z U -�- ELECTRIC 0 - 30 W EACH SHALL BE TANDEM WIRED WHEN TWO OR MORE LUMINAIRES ARE IN THE SAME SPACE 0V) � woDU00ZY � 9. SAFETY SWITCHES SHALL BE SQUARE 'D', GENERAL ELECTRIC, OR WESTINGHOUSE, FUSED OR AND ON THE SAME CONTROL DEVICE. y - NON-FUSED AND SIZED AS INDICATED. NEMA 3R WHEN EXPOSED TO WEATHER �_ .... o_ z F- U J f- ]E Q >- EXCEPTIONS: �\ -_ -.___......_.__._......._._..._..._._._.._.._..__._.._.._ = 0 = z F- W Q z W QW � � 2c� Z 10. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS 1. RECESSED LUMINAIRES MORE THAN 10 FEET APART MEASURED CENTER TO CENTER, -� 2. SURFACE-MOUNTED OR PENDANT LUMINAIRES THAT ARE NOT CONTINUOUS. / w ~ w _ O o INDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL ALL TWO-POLE THREE-LAMP HIGH-FREQUENCY ELECTRONIC OR THREE-LAIMP - - - /--� w I=. p w O U z U m UJ w0 OU = BREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. 3. LUMINAIRES USING TH E Q ELECTROMAGNETIC BALLASTS. °- U z w 0 CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS, PANELS AIC RATING 4, RECESSED LUMINAIRES MORE THAN 10 FEET APART MEASURED CENTER TO CENTER. P HOTOCELL ON U U W U o z z 0 o 1- = o SHALL BE AS INDICATED ON PLANS. i TIMER OFF o o 5 0 0! o ~ 0 < z z fy U 0 5. SURFACE-MOUNTED OR PENDANT LUMINAIRES THAT ARE NOT CONTINUOUS. � 11. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETS AND 6. LUMINAIRES USING THREE-LAMP HIGH-FREQUENCY ELECTRONIC OR THREE-fAIMP z v = o O U w U Q = z o! = O ELECTROMAGNETIC BALLASTS. ( ' L o w U � U w F- w cD U W � � U ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. SA X11 �U' F= Q U) Q � Q � ZO o � � z z z Q r 12. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN -_°_ _-_--- 0 COPYRIGHT 2012 APPROVED THIRD PARTY TESTING AGENCY. BARB ARCHITECTURAL STUDIO SPECIFICATION!SQUARE D QG OR EQUAL MAINS: 60 AMP MAIN 13 AND PANEL SIZES�BEFORE ORDERINGOAND BEFORE INSTALLATION.ME OF DESIGN. VERIFY ALL EQUIPMENT INSTALIATTON pA N E L-A AMPACITY 60 AMPS LOCATION: UNISTRUT \ Revisions 14. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND VOLTAGE: 120/240V,1PH,3WIRE NEMA-3R MOUNTING: SURFACE _. . __---._._ RESISTANCE. ! L \ r b TOTAL COND. WIRE GRD GRD WIRE COND. TOTAL - > AMPS POLE DESCRIPTIOP� CIRC Na. CIRC No. DESCRIPTION POLE. AMPS 15. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS VA SIZE SIZE SIZE SIZE SIZE SIZE VA OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE 0 42" AFF. TO BOTTOM OF SWITCH. SPACE 1 2 10 10 314" 800 2 20 SITE LIGHTIIG 16. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK. SPACE 3 4 10 10 3/4" 2 20 I CAD FTLE No _.-._._.-................... ___ 17. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN, IN WRITING, THE AVAILABLE SPACE 5 6 SPACE F THE UTILITY TRANSFORMER, THE CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL SPACE 7 8 SPACE / FAULT CURRENT 0 E , y r EQUIPMENT HAS AN AMP INTERRUPTING CAPACITY (AIC) GREATER THAN THE AVAILABLE FAULT CURRENT SUBTOT. 0 VA TOTAL LOAD 800 VA SUBTOT. 800 VA= AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM. 18. WIRING METHOD: \ PANEL-A ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE T- NOTED. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT DEMAND LOAD CALCULATIONS _oT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 0- SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE USED UNDERGROUND OR BELOW SLABS ON GRADE. Q TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL TOTAL RECEP. LOAD 0 VA Z BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE RECEP. 1st 10,OOOVA I@ 1004 0 @100% Q SUSPENDED CEILING AND APPROVED BY AUTHORITY HAVING JURISDICTION. 0 VA < I 19. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO REST @ 50°l0 0 @50% 0 VA -------- MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL LIGHTING LOAD @ 125% 800 @125% 1,000 VA EQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ECT. LARGEST MOTOR @12'5% 0 @125% 0 VA TM 20. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR WAC SYSTEM: A/C EQUIPMENT(S), OTHER MOTORS @ 10OY 0 @100% 0 VA - N SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICAL AIR CONDITIONERS @ 100°l0 0 @100% 0 VA CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS AND PROVIDE POWER TO REST OF ALL OTHER LOADS Cc 0 @100% 0 VA / C� ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICAL PLANS BUT IS SHOWN ON MECHANICAL PLANS. ------------------------------------------------- / I TOTAL LOAD 1,000 VA 21. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FT CURRENT PER PHASE TOTAL LOAD (VA) / (240) SA OF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS WAC EQUIPMENT IS SPECIFIED WITH 4 AMPS FACTORY INSTALLED CONVENIENT RECEPTACLE) *NONSfMULTANEOUSLOA#� 22. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY VERIFY ALLEQLJiPMENTLOADANDGREAKERAEVDWt t2ESIZESPFt lC)RTCIIfdSTALLATlONS TO COORDINATE WITH FPL/FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER 11-IAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. .. 23. ELECTRICAL SERVICE EQUIPMENT MUST BE 3' ABOVE MSL, AND 8' ABOVE N.V.G.D. VERIFY AT SITE. ALL # ELECTRICAL EQUIPMENTS SHALL BE INSTALLED ABOVE FLOOD LEVEL. 24. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING > _ J CONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS F AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED 11 N Q HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE ps DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT CO N C THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO THE - FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTRACTOR TO REPLACE ANY EXISTING DEVICE ( N OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL CONNECT AT EXISTING -- ----------- ----- 70 ,- m POWER POLE TO C ` N EXISTING FPL WIRE \\ 0 d' C PROVIDE PHOTOCELL LL L0 C MIN. 20AMP RATED. rn /1°� 0 MOUNT ABOVE PANEL - --- ._-f-.= _. - . N LL +J r , X N PANEL-A ------------ ------- ----- ----- 1 ---------- - ---- ---- +� o � � 120v/240v -�--/ r'� O C 1-PHASE ALLEY I C POLE WILL WITHSTAND 150 MPH 12 ' ASPHALT WIND AT 6' BURIED DEPTH NEUTRAL CONCRETE GRD ' 0 POLE EXISTING 3 16 CU \ FPL IN 1' CONDUIT (2) 110 CU POLE 1 110 CU GRD 0 Q •'S ELEC. IN 3/4' CONDUIT PANEL-A METER r. 4 ��»:. ►� 0 CO 0 �J r, ELECTRIC 8' CONCRETE M ETER POLE L Ln NORTH SITE LIGHTING PLAN ° C r�iaaaaiia�iaaiaiaia , VIIWIIIIIIIIoaiiaiiiaiaaaiaa iia HOLE O' l0' 20' 30' 40' SCALE: I°= 10' TO CL U CL - - - - - - LO Q 16 CU GRD H I 6'-0' MIN. APART Sheet Title: 110 FT CU GLAD 10 IFT CU GLAD CONCRETE POLE DETAIL !GROUND ROD GROUND ROD SITE LIGHTING SCALE: N,T.S, ELECTRICAL RISER SCALE: N.T.S. BUCHANAN P.E. CONSULTING INC. ELECTRICAL' MECHANICAL* PLUMBING Scale: ENGINEERING 6191 W.ATLANTIC BLVD„ SUITE#2 - MARGATE, FL 33063 Date: Sheet No: Ph; 954-590-3300 Fax; 954-590-2232 7/24/2012 Email: Buchanan @mepengineers,coni RAiA BUCHANAN FL P,E LICENSE #48916 Project. No.: CERTIFICATE OF AUTHO ATION #8842 6F3Z!c��i� ;pan a�a,� ale(] r,rJ I?1�dd S��OHS I DVd I W ,a.0 ce, Y Da r o A,j —R L NOV 0 5 ZOIZ 89Z L-8 L� L-O�z L-Z lOZ : aaawn�� w.rat7 COPY Lj PER .,.�- r APPROVED By DATE� ZONING rl RUCTUPAL PL UM,B N3 l,� f '✓ F LSTATN4 Rt LcS R.Et ';+4 T�ty9 S j - �` t. a I .,3 AL V A DMT, ��.�.... x a z. t 4�' l