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10384_Plans4. 1 1 5t114, STURFFTIT LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION infillniElLeXIIIP1011•1111111E1111111111111 V %). t'1u _ ri IA .(1 6 (9 '5 \\A` . CONSTRUCT 7 ,SII5EWALK 160( OL('' NEW LIGHT POLE NEW LIGHT POLE kt 5 NEW LIGHT POLE. k ILk t: • 5 HP Starite pump, concrete pump house, Rainbird 12 station controller, magnetic starter & rain sensor . Hunter 4” pop up mist heads with standard nozzles as required. Hunter POP pop up rotary heads, 3.0 GPM. PVC class 160 pipe/ class 40 under drives and walks. BEAUCHAMP CONSTRUCTION COMPANY SHOP DRAWING DOCUMENT REVIEW These documents have been reviewed for conformance with the design concept, and Intent and general compliance with the contract documents. The subcontractor is responsible for confirming and condadag a quantities and dimensions, fabrication and construction methods, field measurements, and coordination of this trade with all other applicable trades. Review andfor approval of these documents does not relieve the subcontractor from compliance with the contract documents. Date Returned to Subcontractor: # 2-Wecoti- - 00 Submittal No: 114 1,IM-;C;; 17;STRUCTION aftie ftwia. If .2/I weepan Jaateser nalnaaresse., L4 MIMI =Ea KUM LIMIT OF CONSTRUCTION 7 A MEER 0151111•I 21160111111WEINI 111 -...6 I 4 MEM =I= 111=11111=111111 • • • PART D INC 201 ALHAMBRA CIRCLE, SUITE 800 CORAL GABLES FLORIDA 33134 (305) 476-1102 * FAX (305) 476-0073 * mi.hoTerportners,com AA 0002442 EB-007953 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT/ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 2000 CIVIL LEGEND 0.00 EXISTING ELEVATIONS SHOWN On) FINISHED GRADE ELEVATIONS CATCH BASIN RIM ELEVATION OR TOP OF SEWER M.H. COVER --- --fas.-- -- NEW STORM DRAIN - - —MP— -- EXIST. STORM DRAIN NEW WATER MAIN — — — — — EXIST. WATER MAIN SANITARY SEWER ---- -40-- NEW SANITARY SEWER — -Ow-- EXIST. C NEW FRENCH DRAIN & STORM PIPING 3 EE ELECTRICAL CONDUIT EXIST. EC GAS MAIN EXIST. ET TELEPHONE CONDUIT CATCH BASIN EXIST. mut min NEW = CATCH BASIN EXIST. ---0 SEWER MANHOLE NEW EXIST. SEWER MANHOLE VALVE —10-4NEW — —IX— — EXIST. VALVE WATER METER II NEW r— — --1 0 1— — — EXIST. WATER METER NEW FIRE LINE EXIST FIRE LINE 0NEW FIRE HYDRANT FIRE HYDRANT 0. EXIST. SIAMESE INLET -"r NEW STREET SIGN Or NEW CONC. LIGHT POLE EXIST. CONC. LIGHT POLE , er NEW POWER POLE A I EXIST. POWER POLE BORING LOCATION • PERCOLATION LOCATION • M. MONUMENT, LINE _ ‘,., CENTER LINE ■ R/W RIGHT OF WAY T1.0, B . TOP OF BANK :=--- F.----*-- *:1 CONTINUOUS DERM 1 ROLLING DERM _____ , .. — 4.,..i --.7 „.,--- e ( 3 162_ s _ IRRIGATION PLAN BY: WINDMILL SPRINKLER CO., INC. 1 MI 6-A-11 oM %tfyilt 6- t---A-Ycit-f--- , -11>-cr /A \ MIAMI SHORES ZONING COMMENTS 26 NOV 01 1 PAVING, GRADING & DRAINAGE PERMIT 10-10-01 2 BERM ADDITION 10-15-01 3 CONFORMING WITH RFI # 4 10-05-01 PAVING, GRADING & DRAINAGE PERMIT 11-08-01 Revision Description Dote Project Name BARRY UNIVERSITY 4^ iimir STUDENT HOUSING In ----„F. k - 11300 NORTHEAST SECOND AVE 11111 MIAMI SHORES FL 33161-6695 A It NI Drawing Title ANDREAS PARK SITE PLAN Seal Approved Project No. ARD 8059.5 Revised Scale KM 12) -20 Checked File Name ARD 8059.5-C1 Designed ARD Sheet No. l"\ Drown KM .../ Date 1 0- 31 - 01 of lc, Ar 3 = • 0'1V - 7 ,kee.-rilit--Aai- OA' J6,1y7.0 PIA/d/-5/ he,C/7442/g - • • NOT ::;PECTiCA.LLY ACCURACY t•DRIED BY 4 .LLDER SUB ALL EitliLaWG 1 N HOSE PIT TO BE-N EXISTING LIGHT TO BE REMOVED REMOVED d1OVE EXISTING BLOCK TOP, HOSE BOBS TO-1 REMAIN REMOVE LIGHT EXISTING CONC. POLE TO REMAIN 1,/ Im LL QJL./ 1 0`) L =JJ1 0000 L 1 EXISTING SEWER WELL TO BE REMOVED IRRIGATION PUMPS TO 0 L'-- — 0 ,-.11111111M I CO 00 000 F'`\ • II II ° \ � — =—I r II II 4 ` EXISTING COLUMNS 40 REMAIN (V.Y�CsxTYP) "--1 11 LL r I L 0 O II L 0 O i qOo A00 EXISTING STEEL COL TO REM,CYYFJ II I 1L 0#0 OAS U - -n RAMP PAD TO BE REMOVE EXISTING TX PAD TO REM O! CLOSE WITH MCU EXISTING OPENING ROOF LIGHT TO BE REMOVE LAMP TO BE REMOVE EXISTING PIPE TO BE REMOVED !� BIB65 TO REMAIN FENCE 11 11 11 11 11 CO 000 D fal { • CO I O`er©► `0' 0�0 =_ 1 I ©00 TM—EFT- 1 1 1 1 1 1 1 1 1 1 1 o• 0041, 00 c >, 1J_ 0 D ELECTRIC BOX WITH FENCE TO REMAIN 0 ROOF LIGHT TO BE REMOVE SE-COND FLOOR DEMOLITION PLAN © i • LIGHT TO BE REMOVE N SCALE: 1 /S11 - 11 -011 GENERAL DEMOLITION LEGEND: 0 REMOVE EXISTING FLOORING AND /OR APPLICABLE THROUGHOUT AND PREPARE SURFACE TO RECEIVE NEW FINISH. REMOVE ALL EXT'G. COMPUTER PHONE. COMMUNICATION. ELECTRICAL. LIGHT SWITCHES. J- BOXES. AND FLOOR STUIB =UPS WITH THEIR RESPECTIVE DISTRIBUTIOIN BREAKERS ON EXT'G. PANELS IN PARTITIONS WHICH ARE BEING REMOVED. O REMOVE EXISTING WALL BASE THROUGHOUT, INCLUDING APPLICABLE ADHESIVES AND PREPARE SURFACE FOR NEW FINISH. REMOVE EXISTING ACOUSTICAL CEILING TILE AND SUSPENSION SYSTEM AS INDICATED ON SHEET 413 REFER TO SHEET A'J FOR NEW LAYOUT. REMOVE EXISTING PLUMBING FIXTURE. CLEAN AND REFURBISH EXISTING WINDOWS. REMOVE EXISTING CONCRETE SLAB AND PREPARE SURFACE FOR NEW CONSTRUCTION. REMOVE EXISTING ASPHALT FLOOR AND PREPARE SURFACE FOR NEW CONTRUCTION. 0 0 REMOVE DOOR(S) AND FRAME'S) AS INDICATED BY DASHED LINES. REMOVE WALLS, GUS PARTITION AND STUD FRAMING AS INDICATED BY DASHED LINES. REMOVE EXISTING STOREFRONT PATCH AND REPAIR ADJACENT WALL AND PREPARE SURFACE. CEILING LIGHT ABOVER TO REMAIN 0 0 REMOVE EXISTING MILLWORK A5 INDICATED BY DASHED LINES. REMOVE FACIA, PATCH AND REPAIR REMAINING WALL. LIGHTING FIXTURES TO BE REMOVED. REMOVE EXISTING LIGHT FIXTURES THROUGHOUT ENTIRE AREA REFURBISH, REINSTALL .45 INDICATED ON SHEET XXXX ADD ASPHALT ON TOP EXISTING EXHAUST FANS TO BE REMOVED 0 REMOVE EXISTING H.YA.C. SUPPLY, RETURN GRILLES AND DUCTS. REMOVE EXISTING WINDOW. REMOVE EXISTING ACOUSTICAL CEILING TILE, BATT INSULATION PAINT AND SUSPENSION CABLES. REMOVE EXISTING CBS WALL, PATCH AND REPAIR ADJACENT WALL AND PREPARE SURFACE FOR CONSTRUCTION. 20 PATCH, REPAIR AND PREPARE WALL FOR NEW FINISH. 0 REMOVE EXISTING FENCE. 22 REMOVE EXISTING STAIRS, PATCH AND REPAIR ALL REMAINING SURFACES. EXISTING FLOOD LIGHT TO REMAIN REPAIR GUTTER AND DOWN SPOUT REPAIR EXISTING FENCE AND GATES TO PROVIDE VERTICLE AND PLUMB CONDITIONS PARTNERS, INC. 201 AU-IAMBRA CIRCLE SUITE 800 CORAL GABLES,FLORIDA 33134 (305) 476 -1102 * FAX: (305) 476 -0073 * info@horperpartners.com AA 0002442 EB- 0007953 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT /ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 2004 NOTE: I- VERIFY WITH STRUCTURAL DU. '5 BEFORE DEMOLISHING ANY EXTERIOR CBS WALL. 2- VERIFY EXACT LOCATION AND DIMENSION AT THE FIELD. =i PI AN REMOVE EXISTING ASPHALT PAVEMENT AND PREPARE BASE FOR NEUJ CONSTRUCTION Revision Description Project Name BARRY UNIVERSITY S.G. MEDICAL SCIENCES 320 N.W. 115 Street. MIAMI SHORES, FL Drawing Title GENERAL DEMOLITION PLAN Seal EDWARD F. CANNON LICENCE4,AR0013273 Project No. 1103050 Scale AS NOTED File Name 1104031 -4300 Sheet No. FIRST FLOOR DEMOLITION PLAN SCALE: I/511 =11 -0" SITE DEMOLITION PLAN ED SCALE: 111 = 701 'JAN 10 2006 Drawn Date 10 -29 -04 DEMOLITION NOTES: ALL DEMOLITION IS DENOTED BY BROKEN LINES, T14I5 DRAWING I5 ONLY TO ASSIST IN SHOWING THE SCOPE OF DEMOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS A5 REQUIRED TO COMPLETE THE JOB. NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK -TI OF THE PROJECT W/ THE INTENT OF IDENTIFYING POSSIBLE ITEMS, NOT OR INCORRECTLY ADDRESSED, WHICH REQUIRE REMOVAL AND/ OR RELOCATION. GENERAL CONTRACTOR TO PROVIDE PERMITS AND NOTICES AUTHORIZING DEMOLITION. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH ADMINISTRATION. PRIOR TO START OF DEMOLITION WORK CONTRACTOR SHALL NOTIFY ADMINISTRATION OF INTENT TO START AND PROVIDE SUFFICIENT ADVANCE NOTICE FOR APPROVAL. CUT, REMOVE, PATCH, ALTER AND RE- FINISH EXISTING CONSTRUCTION AS REQUIRED TO LEAVE WORK COMPLETE AND IN SATISFACTORY CONDITION. PROVIDE SAFETY FEATURES DURING WORK AS REQUIRED BY SPECIFICATIONS, APPLICABLE CODES, RULES AND REGULATIONS. GENERAL CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE ARCHITECT / ENGINEER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATION UNTIL SAFETY 15 RESTORED. GENERAL CONTRACTOR SHALL DEMOLISH, IN AN ORDERLY AND CAREFUL MANNER, AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR SHALL INSPECT CEILINGS AND CHASE5 TO ASSURE PROPER IDENTIFICATION OF UTILITIES (MECHANICAL, PLUMBING AND /OR ELECTRICAL). PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND /OR NEW WORK AS REQUIRED TO MATCH ADJACENT SURFACES AND /OR AS REQUIRED FOR NEW SCHEDULED FINISHES. GENERAL CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAYING JURISDICTION PREPARE EXISTING CONCRETE SLAB AS REQUIRED BY GRINDING AND /OR LEVELING (WITH GYP -CRETE 2000 OR APPROVED EQUAL. AS PER MANUFACTURER SPECIFICATIONS AS REQUIRED TO RECEIVE NEW SCHEDULED FLOORING MATERIAL. DESTINATION OF ALL EXISTING EQUIPMENT. PLUMBING FIXTURES, DOORS AND FRAMES, ETC. TO BE REMOVED SHALL BE COORDINATED WITH THE OWNER GENERAL CONTRACTOR 5HALL REMOVE FROM SITE. CONTAMINATED. VERMIN INFESTED OF DANGEROUS MATERIALS ENCOUNTERED AND DISPOSE OF BY SAFE MEANS 50 AS NOT TO ENDANGER HEALTH OF WORKERS AND PUBLIC. ASBESTOS SURVEY TO BE PROVIDED BY OWNER ASBESTOS ABATEMENT BY OWNER EXISTING FLOOD LIGHT TO REMAIN REPAIR GUTTER AND DOWN SPOUT REPAIR EXISTING FENCE AND GATES TO PROVIDE VERTICLE AND PLUMB CONDITIONS PARTNERS, INC. 201 AU-IAMBRA CIRCLE SUITE 800 CORAL GABLES,FLORIDA 33134 (305) 476 -1102 * FAX: (305) 476 -0073 * info@horperpartners.com AA 0002442 EB- 0007953 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT /ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 2004 NOTE: I- VERIFY WITH STRUCTURAL DU. '5 BEFORE DEMOLISHING ANY EXTERIOR CBS WALL. 2- VERIFY EXACT LOCATION AND DIMENSION AT THE FIELD. =i PI AN REMOVE EXISTING ASPHALT PAVEMENT AND PREPARE BASE FOR NEUJ CONSTRUCTION Revision Description Project Name BARRY UNIVERSITY S.G. MEDICAL SCIENCES 320 N.W. 115 Street. MIAMI SHORES, FL Drawing Title GENERAL DEMOLITION PLAN Seal EDWARD F. CANNON LICENCE4,AR0013273 Project No. 1103050 Scale AS NOTED File Name 1104031 -4300 Sheet No. FIRST FLOOR DEMOLITION PLAN SCALE: I/511 =11 -0" SITE DEMOLITION PLAN ED SCALE: 111 = 701 'JAN 10 2006 Drawn Date 10 -29 -04 CO PREfENSIVE SITE PLAN e ARCHITECTURAL QS Li z w Q 201 ALHAMBRA CIRCLE SUITE 800 CORAL GABLES,FLORIDA 33134 (305) 476 -1102 * FAX: (305) 476 -0073 * infoAarperpartners.com AA 0002442 E8- 0007953 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT /ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 2004 L ALE. GOAL S-E � sE-lU e BROKEN ASPHALT PAVEMENT o -2400 s -4400 • a` -0400 • -6400 • -7400 s ROYAL PALMS Ir I S*' SPREAD G.BPAal /r DM. , • s` AVM •LINIE NAIL 0, a -s\ '3 \•3 �� — aaus =T_io 43 y 3 3 ! PAVEMFNI 3 S —7400 4 s 00+4 Date • 00+0 Project Name BARRY UNIVERSITY S.G. MEDICAL SCIENCES 320 N.W. 115 Street. MIAMI SHORES, FL Drawing Title TOPOGRAPHIC SURVEY N SCALE: I" = 401-0" O 00+0 • 00+01 r. $ $ 3 w_ t i 4 4 • O. . 3 3 W 0 0 0 Project No. 1103090 Scale 1"=40' File Name 1104031 -5VY -I Sheet No. SvY=I i Q , _4 1 11'4 NORIm Ills szVt NANA SEC 36-52-4 Eft - x -- 4 • ,Z.N• e' Cl FENOE ++A + " BROKEN ASPHALT e' cl. FENCE N. �9 ,O.' a< tgf PAVEMENT ,.# -2+00 s -- -_ - -_--, SURVEY [ALL A NWAR 14_2(201._ _- '_----- -..L-- ----' I I I I -3400 • ,• I +s 1 In I4 I -4+00 s -6+00 s • Os -0+00 5 -7+00 • • CO PREfENSIVE SITE PLAN e ARCHITECTURAL QS Li z w Q 201 ALHAMBRA CIRCLE SUITE 800 CORAL GABLES,FLORIDA 33134 (305) 476 -1102 * FAX: (305) 476 -0073 * infoAarperpartners.com AA 0002442 E8- 0007953 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT /ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 2004 L ALE. GOAL S-E � sE-lU e BROKEN ASPHALT PAVEMENT o -2400 s -4400 • a` -0400 • -6400 • -7400 s ROYAL PALMS Ir I S*' SPREAD G.BPAal /r DM. , • s` AVM •LINIE NAIL 0, a -s\ '3 \•3 �� — aaus =T_io 43 y 3 3 ! PAVEMFNI 3 S —7400 4 s 00+4 Date • 00+0 Project Name BARRY UNIVERSITY S.G. MEDICAL SCIENCES 320 N.W. 115 Street. MIAMI SHORES, FL Drawing Title TOPOGRAPHIC SURVEY N SCALE: I" = 401-0" O 00+0 • 00+01 r. $ $ 3 w_ t i 4 4 • O. . 3 3 W 0 0 0 Project No. 1103090 Scale 1"=40' File Name 1104031 -5VY -I Sheet No. SvY=I JAt APPROVED ZONING STRUCTURAL 006 • ORES VILLAGE BY DATE ELECTR CAt. PLUMBING MECHAN::,AL BLDG. SUBJECT TO COMPLUANLE ALL i E.:ER± STATE AND COUNTY RULES P. ND REGiLAi10; 4. .. ,r. .:si'+ll/t + CA. . ;W 't , plumbing, electrical anti cooing C -hires Village. The Architect anei build *r are c'1xin . knowledge of all buildin, :g regulations whether Bally indicated herein. All reinforced :steel, ss z -,:roi g, plumbing, electrical wiring a ©,d roof flee n ,,r; ; ?e sbncealeaf before inspection. w� m. PERMIT ►bKK1._.w. APP OVED BY: ROBERT S. MONSOUR CLIMATRO OF 0 T1ON DATE: ATM TT, t 1 -ASS (' ( ............ . . . 1 t8'.PINE. 12 ?PINE 5 "PfNE FIRE --(., 6.2' !i a72 to P LM TREE -:� M111111101111 mom SKETCH OF SURVEY - j h "1 Orth +3 Scat o tha SURVEY ' h of . the SE 1/4,,~ NE 4, Section 36, rownshi9 7?Soi4h, R g° /41 East, Dade. County, Florida, • st j t an y { road ded.i cat ions of record„ 3ISC YFE: ENGINEER ItG;_COMPANY C %vi' Engineers July 20, 1966 Florida Scat L Shown WE HERE 8Y CERTIFY: That the `:attached "SKETCH OF ,SURVEY,' of the,. &ove described property and correct to the. best of 'OLir knowledge e and lyel:'tef as recently' surveyed and platted under our direction.* also : that tri l:e are no encroach- ment8 unless shown .thereon'. BISCAYNE ENGI'EERI'4a COMPAN'y' JFen tt gistered` Erg e.er #I egist r'ec u V yor �# res, ?PINE: HfPR]Nr ENGINEER 1 S NO FE E1 ewat i ons refer 14 litify.Los S T PELIII31.1) 9 tKt} fog d <nsvr34s ;t r !.`'. z.r• trades'p rs „d doet ri. cost unless stajed in `e ara:; ALL .41 ' I a X ' 4 TM: 4f, Iktaxoffigarikak Y'. . �:.:. L.s. s' — a•.:.... r