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R18034 - 0706 ICONPage 1: DRC Site Plan - Applicant Information Sheet INSTRUCTIONS: The following information is requested pursuant to the City's Unified Land Development Regulations (ULDR). The application must be filled out accurately and completely. Please print or type and answer all questions. Indicate N/A if does not apply. NOTE: To be filled out by Department Required Case Number I R18034 Date of complete submittal 1.07 ACRES NOTE: For purpose of identification, the PROPERTY OWNER is the APPLICANT Property Owner's Name BLUE RIVER REALTY Property Owner's Signature r a signed agent letter is provided, no signature is required on the application by the owner. Address, City, State, Zip 840 NW 47st POMPANO BEACH FL 33064 E-mail Address LDK@SEARCHITECTS.COM Phone Number 954-797-2821 Proof of Ownership ❑ Warranty Deed or © Tax Record NOTE: If AGENT is to represent OWNER, notarized letter of consent is required Applicant / Agent's Name LAWRENCE KRAMER Applicant / Agent's Signature Open Space Address, City, State, Zip 4310 W. BROWARD BLVD. PLANTATION FL 33317 E-mail Address LDK@SEARCHITECTS.COM Letter of Consent Submitted YES Development / Project Name 0706 ICON Development / Project Address Existing: 706 1ST AVE, FORT LAUDERDALE New: 706 1 ST AVE, FORT LAUDERDALE Legal Description PROGRESSO 2-18D LOT 25 TO 38 BILK 286 Tax ID Folio Numbers 494234071220 494234071230 494234071240 494234071250 9234071260 (For all parcels in development) 494234071270 494234071210 Request / Description of Project MID -RISE RESIDENTIAL BUILDING Total Estimated Cost of Project $ 13,952,000 (Including land costs) Current Land Use Designation NWRAC Proposed Land Use Designation NWRAC Current Zoning Designation RMM-25 Proposed Zoning Designation NWRAC-MUe Current Use of Property VACANT Number of Residential Units 83 UNITS - (12) TOWN HOMES - (39) 2 BEDRM APT - (8) 1 BDRM APT - (24) STUDIO APT Non -Residential SF (and Type) 58,527 SF - PARKING / LOBBY / SVCE AREAS / ENTERTAINMENT/ PUBLIC AREAS Total Bldg. SF (include structured parking) 145,447 SF Site Adjacent to Waterway [E] Yes No Dimensional Requirements Required Proposed Lot Size (SF / Acreage) N/A 1.07 ACRES Lot Density NONE Lot Width N/A 135 FT Building Height (Feet / Levels) SHOULDER 65 FT / TOWER 120FT MAX 74.5 FT Structure Length N/A 350 FT W/ FACADE BREAKS Floor Area Ratio 3.1 Lot Coverage 91.5% Open Space 1,980 SF Landscape Area 516 SF Parking Spaces 125 SPACES 152 SPACES Setbacks (indicate direction N,S,E,W) Required Proposed Front LW_] 1 0'-0" 5'-5" Side LS 1 5'-0" 8'-0" Side LN1 0'-0" 0'-0" Rear [ E 1 0'-0" 0'-0" Updated: 3/20/2015 D RC_SitePlanApp r 11 41, L • � �►��,�r .ice ;;' , -►fir -'T -S � • '�" � . ++rte MMAW-L _. 417 Z t T Ikk r r _ z � " wi rol- - • - Ul IMF- . ? wp Pow - Mew �c�• } �"-- � ;yam ry �, �'. - •�.. ,� � xW _PJ + . , w ►� 16, - -- i4k". f F � • � U * 1 . to kJ�p % ' J�1� ` F �* •' `i � ■�±, � its ��, #� /� ow 0 op ii lk Y 'P. + tit Y *. _ 5 • 1 'k • t : . ! Rt i t 1p � i f { �*�D tea. �• ,. • a 4 %P rrF F V 7 L Y +i i t r. •K M I� • 4 . r ■ F z j! , — t IIL Ir di di dibb ` ar r Rh - � I .� ,'ice '�' +'�_, L • . . JF •�1 44 rte to +• ## + ..Alf 'h f# _ `` 4 5 W, i I -M-M '7 "h V�V 'A. + I h - 41 0 ED O O SOUTH EAST ARCHITECT SERVICES, INC. 4310 W. Broward Blvd. Plantation, FL 33317 (0) 954-797-2821 (Fax) 954-797-2847 (E -Mail) IACDsearchitects.com P R O J E C T ICON 0706 706 NW IST AVENUE, FORT LAUDERDALE, FL 33311 On behalf of our client "Blue River Realty LLC" we are proposing ICON 0706 a multifamily residential project at 706 NW 1St Avenue located at the S.W. corner of NW 1 st Avenue and N.E. 7' Street. The proposed mid -rise structure will have 12 Town House two level units facing NW 1 st Avenue, 71 residential units and 152 parking spaces. Amenities will include lobby, office, gym, recreation room and an outdoor area featuring pool, solarium, spa, bbq areas and canopied seating areas in a landscaped environment. The design utilizes a stepped building concept starting with two level Town Houses that incorporates classic elements found on the residences across NW 1St Ave. The apartment's tower rises behind the row of Town Houses receding in series of landscaped balconies as it rises. The building is designed to create a comfortable visual transition from the residences on NW 1 st Ave to the 7 level apartments tower. The street scape will be developed based on the City's pedestrian street concept plan which will provide for landscaping, parking, shaded sidewalks along NW 1 st Ave. and NW 7th Str. The streetscape a corner feature that includes shaded seating areas and a green wall. The units on the tower are studios and one and two bedroom units all with balconies, floor ceiling glass and 9'-6" high ceilings. Environmental sustainability is an important element in the development of the project; we will provide a specification outlining the environmental elements we will provide. The project site was chosen for its proximity to public transportation, which includes the Wave and rail service to Miami and West Palm Beach with stations within walking distance. Our design allocates space for bike share station and tenant bike storage. We are proposing a pickup space for Uber and Lyft incorporated in to the building. ABBREVIATIONS q CENTERLINE CB CATCH BASIN WPP WOOD POWER POLE WV WATER VALVE ELEV ELEVATION LEGENT M VALVE BOX El WATER METER * METAL LIGHT POLE o CLEANOUT FIRE HYDRANT INLET LOT 11 BLOCK 285 w a J 1� LOT 10 LOT 36 BLOCK 286 I FOUND 5/8" IRON CAP BLOCK 286 PROPERTY LOT 12 X & CAP (ILLEGIBLE) f o CORNER o p 135.00 (PLAT) — 53 40 E MEASURE) _ _ O N89 ( — Y BLOCK 285 W b ® p4 + x —x —x —X , ` 30` CHAINLINK FENCE +�1 "' LOT 11 w LOT 38 BLOCK 286 w o BLOCK 286 _ LOT 13 ' _ 04 z 04 Ir - BLOCK 285CATCH BASIN -- - M GRATE= 3.91' LU Cy- ` LOT 12 LOT 37 � BLOCK 286 LOT 14 w w C/) C/) N BLOCK 286 : BLOCK 285 0 �� �o� )��1�`1 - � ---- --- ---- - --- ---- --- WPP LOT 13 LOT 36 BLOCK 286 O w w BLOCK 286: z LOT 15 DcC6 —� N J BLOCK 285 I_U I =' 23 Co LOT 14 �.0 LOT 35 BLOCK 286 ' BLOCK 286 0 �51 LOT 16 w clj c + 1 w BLOCK 285 3 pD� M I --- ---- --- ---- --- ---- ��$� _� ®�.• � ;1-- ---- ---- � � LOT 15 Q Q ¢ LOT 34 I BLOCK 286 LU o CL I w o �� BLOCK 286 J LOT 17 � �� o FOUND 518" IRON CAP — — _ x _ x U BLOCK 285 ow o &CAP (ILLEGIBLE) ---- co �3 —x —x _x X — x x ---- ---- -- ��' 20.0' x � � X-� X --- r- �< 25.5' I LOT 16 W F x 77.3' I BLOCK 286 32.01' LOT 33 ONE STORY > C N BLOCK 286 BUILDING o LOT 18 0 �F �o I #712 BLOCK 285 °� �' %I--- -- --- ---- � FFE= 4.54 % � \` -- -X-- ---- 32.14' X30 25.5' LOT 17 I 77.3' _ R BLOCK 286 C/) J o X LOT 32 I --3R,5- Z Q o N I BLOCK 286 LOT 19 BLOCK 285 1 o = t ---- LL --- --- - Q _ � X -- LOT 18 cy- ¢ 0 CHAINLINK FENCE (TYPICAL) �—�—x —X —x —x —x —x —X —x —x —x BLOCK 286 Liu Lj >> Q1 a �z o N LOT 31 X J BLOCK 286 LOT 20 BLOCK 285--- ®° LOT 19 LOT 30 BLOCK 286 z BLOCK 286 LOT 21 w o �g BLOCK 285 0V D3�w i + -- 5 so .�� \1 -- --- ---- �� � LOT 20 �t BLOCK 286 >- LOT 29 w z BLOCK 286 Q �� z GO �n LOT 22 ^.bo 0 BLOCK 285 X 0 - X — X — — X X X ®bc� X X X x x X X WFP LOT 21 ® < LOT 28 wPR � BLOCK 286 BLOCK 286 +�° LOT21 wN BLOCK 285 ER Q `� e w o LU v btu zo I ��� ---- w '--- --- -- --- --- LOT22 U- 0 1 LOT 27 BLOCK 286 zBLOCK 286 LOT 22 w e�� oz Lo OL: cN FOUND 5/8" IRON BLOCK 285 0 �fl' `�� oo x — X — X — X —LU LU 4/'ROD/ NO CAP X CHAINLINK FENCE x _ x — + ri L��� x-_ x -_ x — x --x -- -- x _ -- X01 X36 , LOT 23 X + LOT 26 BLOCK 286 LOT 23 ¢ � BLOCK 286 LU BLOCK 285Ir- rL �� Utz o w o X o `zl' '= w �I ---- ---- --- ---- --- ---- --- X00 2b, o � w a ---- ---- LOT 25 + LOT 24 < w 3� �� I Noo BLOCK 286 BLOCK 286 LOT 24 w N' N' ' - N• FOUND 5/8" IRON BLOCK 285 �°� ��� CATCH 0 ROD/ NO CAP o BASIN + 0 GRATE= 4.2 �'� CHAINLINK FENCE — X — X — X rod 5� wwv p5°'�' X x —X —X —X -X —X —X —X —x b t 5. S89°55'14"E (MEASURED) FOUND5/8"IRONRON xp. FOUND DRILLHOLE <-� �`3� t + & CAP (ILLEGIBLE) o X ��� - - -X� o ��5 �� .� 135.00 (PLAT) 134.89 (MEASURED) o _ _ _ _ _ --EDGE OF PAVEMENT ~0.5' CURB � SIGN �`�' SANITARY SEWER MANHOLE NW 7th STREETh�� +��� �� RIM= 4.82 o x NORTH INVERT= 2.22' x p°' �.`� m + �4� 1 40' RIGHT OF WAY X SOUTH INVERT= -2.20 ASPHALT �3 tK. X .-\x o p. CONCRETE WALK WPP - - -` - - - 5�� CONCRETE WALK 1. X �0• - r , x tiY x x GRAPHIC SCALE 0 10 20 40 1 inch = 20 ft. `N0 IF UN G. GSR qT�.O X NZTE 504 4 w ' S a =' N Q SIGNED: GIN49 PRO ESSURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 5044 N1V 91h St NW 8th S1 E Sunrise Blvd McDonald's 705 Northwest 1 St Avenue NE 9th St `rt o m Q CD ;L*OCATION Mj Rihst NW (7th St (NTS) M M 2r :;;7 fh — MT PROPERTY ADDRESS: 706 NW 1ST AVENUE FT. LAUDERDALE, FL 33311 FLOOD ZONE: "AH " el 6 PANEL NO: 12011 C 0369H DATE: AUGUST 18, 2014 CERTIFIED TO: 1. BLUE RIVER REALTY, LLC LEGAL DESCRIPTION: LOT(S) 27 AND 28, BLOCK 286, PROGRESSO, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE(S) 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SURVEYORS' NOTES: 1. 1 HEREBY CERTIFY THIS SURVEY MEETS STANDARDS OF PRACTICE PURSUANT TO FLORIDA STATUTES. 2. THE SURVEY MAP AND REPORT AND THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. UNDERGROUND OR OBSCURED IMPROVEMENTS WERE NOT LOCATED. 4. DIMENSIONS ARE RECORD AND FIELD UNLESS OTHERWISE NOTED. 5. STATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. THIS FIRM'S CERTIFICATE OF AUTHORIZATION NUMBER IS LB 6788. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. SURVEY SUBJECT TO RESERVATIONS, RESTRICTIONS, EASEMENTS AND RIGHTS-OF-WAY OF RECORD. (UNLESS A TITLE REVIEW, COMMITMENT REVIEW, OR OWNERSHIP AND ENCUMBRANCE REVIEW IS PRESENT ON THE FACE OF THIS DOCUMENT, THIS SURVEY HAS BEEN COMPLETED IN THE ABSENCE OF A TITLE INSURANCE POLICY). 9. LOCATION MAP IS GLEANED FROM ONLINE MAPPING SITES AND AND IS ONLY APPROXIMATE. 10. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD'88) S17070680 DRIVEWAY & TOPO AR CD 02-19-18 BOUNDARY SURVEY AR CD 08-08-17 JOB# PURPOSE FIELD DRAFT DATE BOUNDARY SURVEY PM SURVEYING LICENSED BUSINESS No. 6788 �rj Q� 4546 CAMBRIDGE STREET WEST PALM BEACH, FL 33415 OFFICE 561-478-7764 FAX 561-478-1094 Please visit us on the web @ www.pmsurveying.net k Parker Pilayhi NE ;Bth S1 N4 NE nth St m '1l 41 CD ;L*OCATION Mj Rihst NW (7th St (NTS) M M 2r :;;7 fh — MT PROPERTY ADDRESS: 706 NW 1ST AVENUE FT. LAUDERDALE, FL 33311 FLOOD ZONE: "AH " el 6 PANEL NO: 12011 C 0369H DATE: AUGUST 18, 2014 CERTIFIED TO: 1. BLUE RIVER REALTY, LLC LEGAL DESCRIPTION: LOT(S) 27 AND 28, BLOCK 286, PROGRESSO, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE(S) 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SURVEYORS' NOTES: 1. 1 HEREBY CERTIFY THIS SURVEY MEETS STANDARDS OF PRACTICE PURSUANT TO FLORIDA STATUTES. 2. THE SURVEY MAP AND REPORT AND THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. UNDERGROUND OR OBSCURED IMPROVEMENTS WERE NOT LOCATED. 4. DIMENSIONS ARE RECORD AND FIELD UNLESS OTHERWISE NOTED. 5. STATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. THIS FIRM'S CERTIFICATE OF AUTHORIZATION NUMBER IS LB 6788. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. SURVEY SUBJECT TO RESERVATIONS, RESTRICTIONS, EASEMENTS AND RIGHTS-OF-WAY OF RECORD. (UNLESS A TITLE REVIEW, COMMITMENT REVIEW, OR OWNERSHIP AND ENCUMBRANCE REVIEW IS PRESENT ON THE FACE OF THIS DOCUMENT, THIS SURVEY HAS BEEN COMPLETED IN THE ABSENCE OF A TITLE INSURANCE POLICY). 9. LOCATION MAP IS GLEANED FROM ONLINE MAPPING SITES AND AND IS ONLY APPROXIMATE. 10. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD'88) S17070680 DRIVEWAY & TOPO AR CD 02-19-18 BOUNDARY SURVEY AR CD 08-08-17 JOB# PURPOSE FIELD DRAFT DATE BOUNDARY SURVEY PM SURVEYING LICENSED BUSINESS No. 6788 �rj Q� 4546 CAMBRIDGE STREET WEST PALM BEACH, FL 33415 OFFICE 561-478-7764 FAX 561-478-1094 Please visit us on the web @ www.pmsurveying.net m Lmn axKzes P.U.D. r-20'— P.U.D. �4 Lor9fi azOocicilzes FouuO oe"IRONcnp BLacK6 BLocK:eB C,1P(ILLEGIBLEJ OPEFII p p"v9 � AI/ NB9°Ge'AVE(MEASUREBJ 196tb'ryUT) CORNER ❑ j LLOi if CA�NBA /e OCrc28fi BLOIX,1 D —1 GR iE=39 V � t Lor I2 LOT14 \ azaxzfie -IG Ill 1271 Lor I9 OOT1a BLOCK 486 n g � � / o icocxlzae icocxsa E e s ° LGT IT eLocKzas 5 IS LOTIB p(� OCK 486 11 BLOCK2B5 p °I XT NN /b THOI IrS 1 OR RM M-25 Lor IT P KIN LD azaxz9e Lm I9 y NWRAC azocK2s5 a s DO / MUEe CR TIO T ABO T E / � Lorla G' / BLOCK28fi B 6M1 etOcrc 285 IIppR I aemNt�1 � SIDE vALx, / eiaocic�see azocrczes 'T2 -7/ L.T. OOCK22&5� BLOCK 28B IT21 _ l I acKzee azocKzas lo WTI BLOCK24B5 -_p,5w � / BLOGt4BB 's-alrrory ADA SITE NOTS p1h AOOirro uR HC PARKING SPACES ARE 12'-0" WIDE W/5'-0" ° tp AISLE SLOPE IN BOTH DIRECTIONS & WALKS sT' °-11 ARE TO BLDG'S SHALL BE NO MORE THAN 1:50 <', 1OT21 • ALL RAMPS WILL HAVE A SLOPE OF NO MORE &0123 BLOCK286 THAN 1.20 UNLESS OTHERWISE NOTED WITH i °f*2� 8 w W A MAXIMUM SLOPE OF 1 12 I,4 y — • DETECTABLE WARNING SURFACES ACCESSING A VEHICULAR DRIVE OR PARKING ❑ J 3a / -' 1 / AREA THE DETECTABLE WARNING SURFACE az OTN \ a o2' N -I" 2 ' '-5' Loi& SHALL BE 3' LONG BY THE WIRDTU OF THE Ocrczes \i cA 0 azocrcz9e ACCESS WALK I BAGI THE SURFACE SHALL CONSIST OF EXPOSED GRATE= a e au • AGGREGATE CONCRETE CONTRASTING WITH FouxooRluROLE �/ U p x 5.88 - ° 3 wunosre•IRONRON THAT OF THE SURROUNDING SURFACE. FO IN05B"IRON p5 n�o CAP (ILLEG D aANITAFY SEWER MANHOLE FHI/NOCAp �- e'prc E �I 6 RlLreaz pnc sse•ssya.ElMEAsuaml a� EOG °FPAw"""I �oscuRe FIRE PROTECTION LEGENT NaftrHl vEftT=2 �, 3i °a I."(Pt I ealuEasuaEol Ept sourN INVERT= -p I a v f.9 J n LL T 9 , • AUTOMATIC FIRE SPRINKLER SYSTEM PER VALVEBOX + r 3 NW�1 S=, NEPA 13 WATER METER c rOp I FIRE ALARM &DETECTION SYSTEM PER NFPA O METAL LIGHT POLE ❑ ASP- • 70&72 oCLEANOUT ANUNCIATOR DISPLAY LOCATION @ OFFICE FIREHYORANT c I OroNwErEwa.K n • AND RESIDENTIAL LOBBY. INLET • EMERGENCY GENERATOR & FIRE PUMP IF REQUIRED BY LOW WATER PRESSURE RM M-25 NMS'° • STAND PIPE @EACH STAIR WAY & TO ROOF ALL STAIRWAYS RUN TO ROOF • HAND HELD ABC FIRE EXTINGUISHER WILL BE LOCATED ON FINAL BUILDING PLANS FOR EACH COMMERCIAL BAY AT APPROPIATE LOCATIONS. P-, SITE PLAN N E S ML — F o Li r •L l i ir 0 yNW7hSt •� •\ 11. LEGAL LOTS 2021, 22, 23, 24, 25, AND 26 BLOCK 287, LESS THE WEST 15 FEET THEREOF, OF ALL SAID LOTS, OF PROGRESSO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 18, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA SITE STATISTICS: LEGAL. LOTS 25 TO 38 BLOCK 286 PLAT BOOK 2 - PAGE 18 - OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA CURRENT USE OF PROPERTY VACANT CURRENTZONING RM -25 PROPOSED ZONING NWRAC-MUG; FLOOD ZONE -- BASE FLOOD ELEVATION -- FINISH FLOOR --" SITE STATISTICS: SITE. 1.07 ACRES 46,900 SQ FT BUILDING COVERAGE 44,784 SQ FT 95% PAVING & SIDEWALKS 1,600 SQ FT 35% LANDSCAPE 516 SQ. FT 15% TOTAL 46,900 SQ. FT. 100% PERVIOUS. 516 SQ. FT. 1.5% IMPERVIOUS 46,384 SQ FT 985% GREEN AREA PROVIDED. 3,500 SQ. FT.(OUTDOOR RECREATION AREAS) WATER/WASTEWATER SVCE PROVIDER RESIDENTIAL DEVELOPMENT TOTAL UNITS 71 UNITS APARTMENTS 59 - STUDIOS, 1 AND 2 BERM UNITS TOWN HOMES 11 UNITS NON-RESIDENTIAL DEVELOPMENT N/A PARKING REQUIRED (SECTION 47-20.2) 71 UNITS x 1.75 = 124 25 SPACES TOTAL REQ'D.= 124 25 —125 SPACES PARKING PROVIDED 80 STD SPACES + 4 ADA SPACES TOTAL PARKING PROVIDED 84 SPACES STEPBACK DIMENSIONS LOCATION FLOORPLATE REQUIRED PROVIDED FRONT (PRIMARY STREET) 12 FT 12 FT SIDE (SECONDARY STREET) 15 FT 1 5 FT REAR (UNDER 16000SF) 15765 SF 20 FT 20 FT REAR (UNDER 16000SF) 15765 SF 20 FT 20 FT OCCUPANCY CLARIFICATION MIXED USE (UNDER SECTION 310 - FED 2014) BUILDING INCLUDES RESIDENTIAL / BUSINESS / R-2 /B CONSTRUCTION TYPE = I -A DOORS AND SILLS CHANGING IN GRADE SHALL NOT BE MORE THAN YY HIGH REFERENCES 2014 FLORIDA BUILDING CODE- 2014 FLORIDA FIRE PREVENTION CODE 2012 NFPA 1-2012 NFPA 101-2010 NFPA 13-2010 NFPA 72-2011 NFPA 25 SCALE:NTS REVISIONS U Z C6 ff U - co Lu QU)¢ o W U 3I 2 Lu ° �U 3m O Q a ao AT If v 0 M Q 0 O tl j O O K O 7� W m Z Q Lu J r a O >K W >LL > Q Z J 2 n ~i DRAWN: PAZ DATE: 3-20-18 PROJECT NUMBER 14-17 SHEET NUMBER SP -1 I SHEET INDEX • CS -100 ................................................... COVER SHEET •............................................................................SURVEY • SP-1................................................................SITE PLAN • SP-2................................................SITE PLAN DETAILS • SP-3................................................SITE PLAN DETAILS • C-1.0....................CONCEPTUAL ENGINEERING PLAN • C-2.1..............CONCEPTUAL ENGINEERING DETAILS • C-2.2..............CONCEPTUAL ENGINEERING DETAILS • C-2.3..............CONCEPTUAL ENGINEERING DETAILS • C-2.4..............CONCEPTUAL ENGINEERING DETAILS • L-1.................................................LANDSCAPING PLAN • PH-1.....................PHOTOMETRICS PLAN 1ST FLOOR • PH-2....................PHOTOMETRICS PLAN 2ND FLOOR • PH-3....................PHOTOMETRICS PLAN 3RD FLOOR • PH-4....................PHOTOMETRICS PLAN 4TH FLOOR • LS-1.............................LIFE SAFETY PLAN 1ST FLOOR • LS-2............................LIFE SAFETY PLAN 2ND FLOOR • LS-3............................LIFE SAFETY PLAN 3RD FLOOR • LS -4 ...........................LIFE SAFETY PLAN 4TH FLOOR • LS-5............................LIFE SAFETY PLAN 5TH FLOOR • LS-6............................LIFE SAFETY PLAN 6TH FLOOR • LS-7............................LIFE SAFETY PLAN 7TH FLOOR • LS-8............................LIFE SAFETY PLAN 8TH FLOOR • CEPTD 1.......................................CRIME PREVENTION • A-1..............................................FIRST FLOOR PLAN • A-2.........................................SECOND FLOOR PLAN • A-3..............................................THIRD FLOOR PLAN • A-4........................................FOURTH FLOOR PLAN • A-5..............................................FIFTH FLOOR PLAN • A-6.............................................SIXTH FLOOR PLAN • A-7.......................................SEVENTH FLOOR PLAN • A-8..........................................EIGHTH FLOOR PLAN • A-9...............................................ROOF LEVEL PLAN • A-10 .......................................................ELEVATIONS • A-11 ........................................................ELEVATIONS • A-12 ..............................................................SECTION • A-13 ............................................................RENDERS AnroREIKENIS & ASSOCIATES, LLC REIKENIS & ASSOCIATES, LLC CONSULTING ENGINEERS 801 S OLIVE AVENUE SUITE 105 WEST PALM BEACH, FL 33401 561-818-5381 rick@reikinis.com RR#01-16 FL CA #30827 OWNER: ICON 0706 MID -RISE BUILDING MULTIFAMILY 706 NW 1ST AVENUE FORT LAUDERDALE, FLORIDA BLUE RIVER REALTY 840 NW 47 ST POMPANO BEACH FL 33064 PM SURVEYING LICENSED BUSINESS No. 8788 4546 CAMBRIDGES7REE7 SOUTHEAST ARCHITECTS SERVICES, INC. WES7PALUBEACK R 88418 4310 W. BROWARD Blvd. - PLANTATION, FL - 33317 OFFICE 581-478-7784 Tel:(954)797-2821 Fax: (954)797-2847 FAX 151-478-I E-mail:ldk@searchitects.com 706 NW 1 ST AVENUE low 3 1�! Mal4 1w I N.L W7t1� LOCATION LEGAL DESCRIPTION: LOT(S) 25 THROUGH 38, BLOCK 286, PROGRESSO, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE(S) 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. KIM MOYERS Landscape Architect 4808 NE 16TH ave - Oakland Park, FL 33334 PH: (954) 492 - 9609 kmoyer@hotmail.com N E E N S W P.U.D. P.U.D. LEGENT Da VALVE BOX ❑ WATER METER 3.4% METAL LIGHT POLE o CLEANOUT ti, FIRE HYDRANT 100% INLET LOT 10 BLOCK 286 ao M N 0 U 00 J m NWRAC MUe z LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 'c') q BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 BLOCK 286 0 o �w J m Jcr CL Q U U PROPERTY 350.19' (CALCULA 'ED) FOUND 5/8" IRON o o LL 1 CORNER OVERHEAD UTILITY LINE (031 i rinolb'O) M„ L 1, 90000N ROD/ NO CAP l n r _1 r 07 _ P. _ \\ _\\U \ \\, \ \\ \ \ \\ \ \� \ \\ , \ 7 \\ \ \\^ \ \ \ \, w \ \ \\ \\ \ \ LL- N o N � o f \\ \\ \ \\ \\ \ \ HIGH E \ \ \\ \\ \ \\ \\ PROPO,'ED N \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ N HALF RiDW \ \ \ \ \ \ \ \�\ \ \ \ \ \ \\ tel,, 25 \\ � \ \ A\ ZD ��W Q \\ \\ \ \\ W=a 2STORY \ \\ \ r \ \\\ Q FZ E \\ \\ PARKING BLD \ \ \\ \ \coco \\ \\ \\ \\ J M2 \ \ \\ \ OUDOOR oIN \CIO \ \ RECREATION \\ \ o 0. \\ \\ AREA ABOVE \ \\ \ \4 \" \ \ ' ' 264'-2"\34 -3" \\ \ \ \ \ \ 0 oo PaRlanl� EXI TING a \ \ 12 SPACES F O� w � 2 STORY o , wTOWN HOMES '3'' j 1 ,`-N0' � CL r \ \ \ 272'-3° T \ z U - \\ \\\\ o - \ o I Q I \ \ i i _� ART Wj('�kALL ��p5 X I J _. _.. W / y O m 20'-6" wv o � N GI I� �1 SITE PLAN P-1 SANITARY SEWER MAN RIM= 4.47 SOUTH INVERT= -3.67' ❑ ❑ o LOT 12 LOT 13 LOT 14 BLOCK 285 BLOCK 285 BLOCK 285 ❑ ❑ o❑ ❑ LOT 15 LOT 16 BLOCK 285 BLOCK 285 El Ll ❑ L07 LOT 17 BLOCK 285 X50 IV VV 7 SI A V LIV UC 40' RIGHT OF WAY ASPHALT ❑ El iso o � LOT 18 LOT 19 BLOCK 285 BLOCK 285 RM M-25 LOT 20 BLOCK 285 LOT 21 BLOCK 285 vii. \ ■ � � • N E S LOCATION MAP SCALE: N.T.S. _.AL ' SCOPE OF WORK - 706 NW 1ST AVENUE SITE STATISTICS: LEGAL: LOT(S) 25 THROUGH 38, BLOCK 286, PROGRESSO, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE(S) 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. ADDRESS: 706 NW 1 AVENUE, FORT LAUDERDALE, FL 33311 NWRAC FOLIO #: 4942 34 07 1220 MUe 44'-1026 GKA 1 t= 4.2626-1 'N_ ❑ ❑ X15 X15 FOUND NAIL + + SITE BENCHMARK l o SANITARY SEWER MANHOLE ELEVATION = 4.68' RIM= 4.82 (GPS ELEVATION) NORTH INVERT= -2.22' \ \ SOUTH IN RT = 2.20' ❑ ❑ g q Luo 0 z LOT 22 LOT 23 LOT 24 0 BLOCK 285 BLOCK 285 BLOCK 285 Y 3 U ocw U z 0 RM M-25 ADA SITE NOTS • HC PARKING SPACES ARE 12'-0" WIDE W/5'-0" AISLE SLOPE IN BOTH DIRECTIONS & WALKS ARE TO BLDG'S SHALL BE NO MORE THAN 1:50 • ALL RAMPS WILL HAVE A SLOPE OF NO MORE THAN 1:20 UNLESS OTHERWISE NOTED WITH A MAXIMUM SLOPE OF 1:12 • DETECTABLE WARNING SURFACES ACCESSING A VEHICULAR DRIVE OR PARKING AREA. THE DETECTABLE WARNING SURFACE SHALL BE 3LONG BY THE WIRDTU OF THE ACCESS WALK. • THE SURFACE SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE CONTRASTING WITH THAT OF THE SURROUNDING SURFACE. FIRE PROTECTION • AUTOMATIC FIRE SPRINKLER SYSTEM PER NFPA 13 • FIRE ALARM & DETECTION SYSTEM PER NEPA 70 &72 • ANUNCIATOR DISPLAY LOCATION @ RESIDENTIAL LOBBYS • STAND PIPE PEACH STAIR WAY & TO ROOF. ALL STAIRWAYS RUN TO ROOF. • HAND HELD ABC FIRE EXTINGUISHER WILL BE LOCATED ON FINAL BUILDING PLANS. CURRENT USE OF PROPERTY VACANT CURRENT ZONING RM -25 PROPOSED ZONING NWRAC-MUe FLOOD ZONE: AH BASE FLOOD ELEVATION 6.00 NAVD FINISH FLOOR 6.00 NAVD SITE: 1.07 ACRES BUILDING COVERAGE PAVING & SIDEWALKS: LANDSCAPE (@STREET LEVEL) TOTAL PERVIOUS: IMPERVIOUS GREEN AREA PROVIDED: WATERM/ASTEWATER SVCE PROVIDER - MULTIFAMILY DEVELOPMENT TOTAL UNITS NON-RESIDENTIAL DEVELOPMENT PARKING REQUIRED TOTAL PARKING REQUIRED PARKING PROVIDED BICYCLE PARKING REQUIRED BICYCLE PARKING PROVIDED STEPBACK DIMENSIONS LOCATION FRONT (PRIMARY STREET) SIDE (SECONDARY STREET) SIDE (UNDER 16000SF) REAR (UNDER 16000SF) OCCUPANCY CLASIFICATION (UNDER SECTION 310 - FBC 2017) RESIDENTIAL / R-2 CONSTRUCTION TYPE = I -B 46,609 SQ. FT 44,493 SQ. FT. 95.5% 1,600 SQ. FT. 3.4% z FOUND NAIL FT. 1.1% u) FT. 100% 516 SQ. w & DISK 46,093 SQ. FT. 0 3,500 SQ. FT.(OUTDOOR RECREATION AREAS) W LL 1 ❑ \ \ Q ❑*❑ ❑ o o EL Q °� Lo w W m �^ in °' o X U 0 L W m LOT 21 LOT 22 BLOCK 285 W BLOCK 285 LOT 21 BLOCK 285 vii. \ ■ � � • N E S LOCATION MAP SCALE: N.T.S. _.AL ' SCOPE OF WORK - 706 NW 1ST AVENUE SITE STATISTICS: LEGAL: LOT(S) 25 THROUGH 38, BLOCK 286, PROGRESSO, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE(S) 18, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. ADDRESS: 706 NW 1 AVENUE, FORT LAUDERDALE, FL 33311 NWRAC FOLIO #: 4942 34 07 1220 MUe 44'-1026 GKA 1 t= 4.2626-1 'N_ ❑ ❑ X15 X15 FOUND NAIL + + SITE BENCHMARK l o SANITARY SEWER MANHOLE ELEVATION = 4.68' RIM= 4.82 (GPS ELEVATION) NORTH INVERT= -2.22' \ \ SOUTH IN RT = 2.20' ❑ ❑ g q Luo 0 z LOT 22 LOT 23 LOT 24 0 BLOCK 285 BLOCK 285 BLOCK 285 Y 3 U ocw U z 0 RM M-25 ADA SITE NOTS • HC PARKING SPACES ARE 12'-0" WIDE W/5'-0" AISLE SLOPE IN BOTH DIRECTIONS & WALKS ARE TO BLDG'S SHALL BE NO MORE THAN 1:50 • ALL RAMPS WILL HAVE A SLOPE OF NO MORE THAN 1:20 UNLESS OTHERWISE NOTED WITH A MAXIMUM SLOPE OF 1:12 • DETECTABLE WARNING SURFACES ACCESSING A VEHICULAR DRIVE OR PARKING AREA. THE DETECTABLE WARNING SURFACE SHALL BE 3LONG BY THE WIRDTU OF THE ACCESS WALK. • THE SURFACE SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE CONTRASTING WITH THAT OF THE SURROUNDING SURFACE. FIRE PROTECTION • AUTOMATIC FIRE SPRINKLER SYSTEM PER NFPA 13 • FIRE ALARM & DETECTION SYSTEM PER NEPA 70 &72 • ANUNCIATOR DISPLAY LOCATION @ RESIDENTIAL LOBBYS • STAND PIPE PEACH STAIR WAY & TO ROOF. ALL STAIRWAYS RUN TO ROOF. • HAND HELD ABC FIRE EXTINGUISHER WILL BE LOCATED ON FINAL BUILDING PLANS. CURRENT USE OF PROPERTY VACANT CURRENT ZONING RM -25 PROPOSED ZONING NWRAC-MUe FLOOD ZONE: AH BASE FLOOD ELEVATION 6.00 NAVD FINISH FLOOR 6.00 NAVD SITE: 1.07 ACRES BUILDING COVERAGE PAVING & SIDEWALKS: LANDSCAPE (@STREET LEVEL) TOTAL PERVIOUS: IMPERVIOUS GREEN AREA PROVIDED: WATERM/ASTEWATER SVCE PROVIDER - MULTIFAMILY DEVELOPMENT TOTAL UNITS NON-RESIDENTIAL DEVELOPMENT PARKING REQUIRED TOTAL PARKING REQUIRED PARKING PROVIDED BICYCLE PARKING REQUIRED BICYCLE PARKING PROVIDED STEPBACK DIMENSIONS LOCATION FRONT (PRIMARY STREET) SIDE (SECONDARY STREET) SIDE (UNDER 16000SF) REAR (UNDER 16000SF) OCCUPANCY CLASIFICATION (UNDER SECTION 310 - FBC 2017) RESIDENTIAL / R-2 CONSTRUCTION TYPE = I -B 46,609 SQ. FT 44,493 SQ. FT. 95.5% 1,600 SQ. FT. 3.4% 516 SQ. FT. 1.1% 46,609 SQ. FT. 100% 516 SQ. FT. 1.1% 46,093 SQ. FT. 98.9% 3,500 SQ. FT.(OUTDOOR RECREATION AREAS) 87 UNITS 11 TOWN HOUSES 33 2-BDRM 15 1-BDRM 28 STUDIOS NIN (1 1) TOWN HOUSES (RATIO 2.00/DU) = 22.00 SPACES (33) 2 BEDROOM APT (RATIO 1 .65/DU) = 54.45 SPACES (15) 1 BEDROOM APT (RATIO 1 .14/DU) = 17.10 SPACES (28) STUDIO APT (RATIO 1 .14/DU) = 31.92 SPACES 125.47 /126 SPACES 125 STD SPACES + 5 ADA SPACES TOTAL 130 SPACES 87 UNITS @1 BICYCLE PKG / 10 UNITS = 8.7 SPACES 12 PUBLIC SPACES + 16 PRIVATE SPACES TOTAL 28 SPACES FLOORPLATE REQUIRED PROVIDED 12 FT 12 FT 15 FT 15 FT 15765 SF 20 FT 20 FT 15765 SF 20 FT 20 FT DOORS AND SILLS CHANGING IN GRADE SHALL NOT BE MORE THAN %2" HIGH. REFERENCES: 2017 FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION CODE 6TH EDITION REVISIONS: Um W N H Cz az O_ w~ Q Q F Y0 W W Ir Wo M� 5 li LL 0 M M M Q cl ry O J LL E) Q OLu D Z Z p0 co ZW Q U)`� H- Q U) W 0 ` W LL C) U_ ro o o EL °� Lo W m �^ in °' o X U V, L m I Q 1] m o o W U o U = W m L r' rn O VJ Q L C _ �J- 0 M M M Q cl ry O J LL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: E) Q OLu D � Z p0 ZW Q J H- Q U) OLu W LL C) DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: E) Q Z o - ILL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: 5'-8" TRANSFORMER HANDICAP SIGN FTP. #26 4" WIDE PTD. BLUE STRIPES PROVI"� SYMBOL - PTD. 0 m 5'-1" TYP. ADA 12'-011 12'-811 8" LLJ 6 L TflE wiYI�Fi W4JE Z_ X U QIMADIENT' FOR iTIlETaRAME co cuw H� &wT oRwA1w (n L CV T T Lu X a- Q O � 4" WIDE WHITE PTD. STRIPES TYP. STD. 8'-8" 9'-211 18'-4" 4" WIDE WHITE PTD. STRIPES TYP. STD. 8'-8" 9'-211 0 r r+i" N=4 .tAWMTLIP s jib ` PAiIAIIEIII . i • _ •moi + r � : it • ,,, ' «_ T -r 1 `TAlNt TYPE E r 1w �r . N=4 )P ASPH&T LP FLElELE ` PAVEMOIT .�. • •+ rwwinrr 24P OtTAIRR Dow TYPE F 0 ".TOM ir 16-r pop XPAWMTLP 611ftmftb% m-- - wpmm '\ FLEME ItR NOTE 4 st"M Elly MAX aAFE FOR PEDESTIOAN PATNM Vt U% WX• VAU,.Y GUTTER SLOPE FOR 1111IIIw+NraLY4 (DRoi mm) i. ULTmyi BTImmoF MIQI!mm F0R0MAWWMN10UK Sm PAL a n ma L w wSIF ImlimumN AM OU11 IMLEWFAMM AWAT"Ir'T. MM" IIPNEitR. Iid 9ECTIOM SrW.L /E L� T'IWI 4 FT■ A WHIN PAVilirldCQNCMw11E, FlliO" A i1r EXPNW*XWTWRH TFUMt&JDMlTBM EE wmatntliAMDCOIM3IETE PAY6M11M. (Viff TA49tQN CtJM FACE NOT REQUI111111111111110ATCONCRETE RIMfE1�IT,� & 11wEM UMCINHW WOE OF 19 NEMM T, THE C11011#LAPE OF TYI orl' *F', IWo iOILLElm1TER WALT. MATCH TWE MU KM OF TWEADAW MTEW OF 114'ME M. THE 7HKXNIM OF'IIIE UP RKL K1r 111111011"UNLMOT11MIllIm ON TIME WMIDIIIII11MU1111111V EDO! OIF PAVEAMTTO wE WA/M LP OF Oumm stwAmlom"DII EDOE OF PAYEAIE11TT0 iE FMN WITNLPGF CMAM aUTITEII• F OMIN 1IS ARE AT BRIE MM71 M, I MFAO VALL E9 IpLUEH• L BIGiOF TYR V A FCUMIMOOKL TRAFMIDIII AW FUIL HOW70 II IN S FET. I. TW MN0M COINiRI 16D F;AVkW 011111111ADIIII10\ FORSIMI DIIIIIIIIIIAMAGE UTLIM1111111011AMM,011111IMM OUTM *W L EE LVL i. Int TO FD0T N 1011 FOIL TAM IMAM SHUN M AccoRaAM wnKFOM MMM a F � FLaRmwkaacooeaii1 S' Or—NMI No a d Rem i• r PANEIw — tA EIAR HEADER CURB SCALE: 1/16"=1'-0" '"CONC. CURB,GUTTER,STD CROSSWALK & HEADER CURB DETAIL xmmp1m II I■ w% W�IX DENS pER�My E�F#1�D w� L 8 6 M �T�WE MOF 0> 00 Amp-rdw AA I -- 18'-7" ' ` I P.T. IDUMPSTER N F P H T & COLD I 23'-9" V! ATER 01 ___ ROLL UP DOOR F-- 61-211 6'-2" i '-7" 9' Of 11'-11" r t t ti r BEEN AREA . / GREEN AR +/- 2" 2.35„ 11 01 Cl�ISEi I f�OHCRET� T�� ", OO O O O SPECMATN 3XI N WN. O O O O it O O O O M N 0 0 0 0 NOTE: CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN: 1:12 AND CROSS SOLPE SHALL BE 2% OR LESS. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING OR APPYING A TRUNCATED DOME PATTERN IN CONFORMANCE WITH US DEPARTMENT OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4.29.2 TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. WHERE A CURB RAMP IS CONSTRUCTED WITHIN EXISTING CURB, CURB AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB AND GUTTER IS LESS THAN 5'-0" LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'-0" WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLANT CEMENT CONCRETE. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK ON LIGHT OR LIGHT ON DARK. S5 DETECT. WARN'G IeaDEW"■IOINT oieo"� PqE FDOT N+f#lEX3d+I low MUM A�- 7 �w s. Iw. —� }' EST. i r P -M Ate- EAP. • f TACTILE SIW AM *KL BE W �� 1MITH FDS MM 3W i RAVM EULDMrIi C= %L 11 ydo , w HIDT� i, ALL $DEKA= SHALL K COFNTRU M THROUOi'I DRMMYL L ALL SIDEMIAI•ICa SHALL KIM ADIICOIwPLIA PAM Q Will 8 IGEDTKN& & CONCAVE KOLL ME NWOM FIDSM WITH Eft DL47LUS SURFACE. TABLE CF W WALK TSS -T REMDENTIAL AREAS 4' WT 119 OF .�� P AT DIRMMYB! OTMAWAS TABLE OF SMALL wM]FTHS - w STANDARD VADTH l r ENNNNNNNNAS � LYTIE SP -2 SCALE: 1/4"=1'-0" sP-2 CONCRETE WALK y 'IL" MM STI�PE ".Aywim $TFMIDMQF-ATE FOR CUM MALL Ei MIN NUO U RAYL L w4womlINCTmiomiammu INALLKIWMILIMin PAb6MAWAT14'F WMV= N0 BECTIOIi SIIIALL K UM6 T IIW 4 MT. L WI IM PAVISM W 00HOMM PMOAINE AWE IDN JOINTMIIM XIIIII(TIMUMIXWWAL "CUI1M AW O MICM PAVOW. (1 -ice WM ON WIN FM NOT I IMP111 0 AT OONCIIE'ME 4■ EM OF ML OMM IM TAYMNI FWMI RU NORTO FLUiN N S FW. REVISIONS: Uco n W N H (D ¢ Z az 0 W� Q OLto Y 0 W W Q c g1i LL i iR"R E a W4 ,• . - it 114' room Jr. r 30M SCALE: N.T.S. S 6 MON. CURB & WALK. LLJ ° o L TflE wiYI�Fi W4JE Z_ X U QIMADIENT' FOR iTIlETaRAME co cuw H� &wT oRwA1w (n L OIITTERBIIALL E Llm W o w O U�o 9 R RPRIOWF NIM 30E FOR > a RVA ADDRKINA! #+MlITIOlI. ZQLL, � r L0 i iR"R E a W4 ,• . - it 114' room Jr. r 30M SCALE: N.T.S. S 6 MON. CURB & WALK. It 0 Q O LL LLJ ° o �^ O X U VJ � � Q � m Q Q W< F- oo o U w O U 9� SCALE: N.T.S. _ Lij ZQLL, m — U U � w O L U)Q z J L O DRAWN: PAZ It 0 Q O LL z z O � O Q O w O Z m ZQLL, J Q � o O � w SCALE: N.T.S. L z J co o — LL DRAWN: PAZ DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: SP -2 SCALE: N.T.S. REFER MOROSSWALK STWIWO DETAL STO M" RM MU=. W x 3S' KMM NOTED: TOP 1. STOP KA awr SNmL EEATiVI mwm Pon= � ria uM r muaFIFmn �. AT OW40 WCAMUlk SIDN RKL W r MW ON OF SWIN w FADE OF owa AT umlaw LOCATIC m am s ul a T~- sr x 3r MN r m it mm Ew [IF i%vaEFIT- wmx mMfAtif[Aaum wwMs0uKl"=lfwwKxAlMw ICY BTOI mw ISTOP BAR AND S'iOIP SqN SifALL EE PLAICEDAD�IIC�ITTO UMOMwarIc SOM WHENACROil UM 2.Vxir PREMT, TFIE-M NUt 8HALL ME PM 4rCLEAR FROM ALUMU M l"M CROWNALuwana. 4L FLAT RAM-MMANINO -11111 AN, EMM. DEORLOW 11TH MO ALLIDE+IE FIWM1 WITH 0" GREW HaN QTY EACI4GiR0m AND wx DmNSIOIIlS - r i x Ir WL H,2'r,V OR3WL STJIiNLESS it LETT'EM NAME - r i Ir" $EMS i 8 WO HIGH NIITENS TY SM EOLT (SLY" OR EQLMIL-SIJFFP(-4.r WMAIAM Comm CINE:l` H LE IN 6. r KAM WITH E' LETTERS FOR TMUMRMMVMA SPEED LMT UN�t46 111th. WALK EST. WALL[ A,SET �. t!' eI,ADISE WITH r LEiiEft SLEEVE N CE NTOROUT ■ THORMWAIW ROIADFi FOUR LAMES OR WDM ■ TMYO LANE ROAM WITH A FOS= D LMTOF OI WN OR MDRL 1%3` ■ ONLY OWN" "am usWI NrMMI ns am � �krst� NI�ME. . 1A�II�+II11r1�� I STOP SIGN & STOP BAR S P-3 1/8"-1/4" a a a a a a a n -�II I I I� I I VIII � IIII1 I VIII II I I VIII �� — �=1 I I1 � I—III—IIIIIIIIIIII� I �-1111 III I I =1 � IITI—ITI=III1 I I=ITI=111=III=1 � I=ITI=1 I I=I I II I 11 IIIIIII1 1IIII IIII1 1=IIIII - � I � � � I I I � � I I VIII � IIII1 I VIII � IIII1 I VIII II I IN 1 TYPE 'A' UNDOWELED CONTRACTION (CONTROL) JOINT N.T.S. UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL JOINT, SAWED OR PRE -MOLDED. DO NOT DOWEL PAVEMENTS LESS THAN 7" THICK DEFORMED TIE BARS TOOL WITH / #4 x 30" @ 30" O.C. 1/8" RAD, a a a -1 1-1 11 11 1-1 I I 1 1 TI I11 11 11 1-1 1' 1I 111 11 1 11 1 111 111 111 111 I I WwRH06RS 11 I I1 11=1 11 II 1=VIII I-1 T I -I I1 I I 1 -I - III -1 11 11 11-1 11 11-1 -II 1I I -I IN 2 TYPE 'B' TIED JOINT N.T.S. TIED LONGITUDINAL CONSTRUCTION OR CONTRACTION JOINT WHERE REQUIRED. NOTE: DO NOT TIE MORE THAN THREE LANES TOGETHER. SCALE: N.T.S. TOOL WITH 1/8" RAD. 11-111=III=I� I� I I I1I I=I I I� I I IIII1I1-I IIIIII=III 11 I= IIIIII I i — 3' MIN. � III—III —III IIII � IIIIIIII I II � I I I: =IIIIIIIIIIIIIIIIIII 1 -- 1ITI1 I I1 � 1III1 1 11 I II � I 1 11I 111 111 � 11 111 111 I 1 SECTION 4 TYPE 'C-1' BUTT JOINT N.T.S. IN LIEU OF THICKENING EDGES, OVERALL PAVEMENT THICKNESS MAY BE INCREASED AS FOLLOW: 6 INCHES OR LESS, ADD 0.5 INCH. MORE THAN 6 INCHES, ADD 1 INCH. TOOL WITH FILL WITH JOINT SECTION 5 TYPE 'D' BUTT JOINT N.T.S. ISOLATION JOINT FOR PAVEMENTS LESS THAN 8" THICK. SCORED 2" O.C. 3/4" DEEP x 1/4" GROOVES @ ALL TURN AREAS 6" CONC. SLAB W 6x6 10/10 WWM �X X ex I I I I I I I I I S I I I S I I I I I I I I I I I I I I- II SII III III IIS III III I DETAIL: STAMPED CONCRETE N.T.S. GENERAL NOTES: 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER 2. USE ACI 330R-08 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS 3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1z' IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. 7. LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT 8. KEEP ALL JOINTS CONTINUOUS 9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 4 TO 12 HOURS FROM TIME OF PLACEMENT; CONTROL JOINTS MAXIMUM SPACING SHALL BE 12)/2 FEET 10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER-BASED CURING COMPOUND OR VISQUEEN AND BURLAP �2 STAMPED CONC. S P-3 0 El 0 117 TOWN HOME - TYPICAL UNIT I I I i I O II� � � ❑ I � — I I I I I I F] =1 = i F=, F7 F7 I Ll I � 0 1 I I u I I I I I I ❑A ❑A ❑ II u u u u u u u u u * u u u u u FA] e e e MATCH LINE CONSTRUCTION DEBRIS MITIGATION SECTION 24-11 CONSTRUCTION SITES, OF THE CITY OF FORT LAUDERDALE CODE OF ORDINANCES IS FOR THE PURPOSE OF CONTROLLING CONSTRUCTION DEBRIS. IN ACCORDANCE WITH THE CODE, ANY PROPERTY UNDER CONSTRUCTION IS REQUIRED TO CONTAIN CONSTRUCTION DEBRIS ON THE SUBJECT PROPERTY SITE. IN AN EFFORT TO ENSURE THAT CONSTRUCTION DEBRIS DOES NOT SPILLOVER ONTO ADJACENT SITES, THE BUILDING SERVICES DIVISION WILL REQUIRE THE FOLLOWING MITIGATION MEASURES AS MINIMUM CONDITIONS TO PREVENT THE SPILLOVER OF CONSTRUCTION DEBRIS ONTO ADJACENT PROPERTIES. THESE MEASURES ARE TO BE INCLUDED IN A CONSTRUCTION DEBRIS MITIGATION PLAN, WHICH WILL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE SUBJECT PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE COMPLIANCE WITH THE CODE, AS DEEMED NECESSARY BY THE BUILDING OFFICIAL. 1. INSTALL AND MAINTAIN A 6' SCREENING (WIND BLOWN ON ALL GROUND LEVEL PERIMETER SITE FENCING TO MINIMIZE DUST AND DEBRIS BLOWING OUT TO SURROUNDING BUILDINGS. 2. ADHERENCE TO ALL STATE AND COUNTY REGULATIONS WITH REGARDS TO THE HANDLING OF ASBESTOS IN EXISTING BUILDINGS. 3. PROVIDE FOR CONSTRUCTION EMPLOYEE PARKING AND CONSTRUCTION STAGING AREAS, TO BE REVIEWED AND APPROVED BY THE CITY'S ENGINEERING DEPARTMENT, AND AS NECESSARY THE CITY'S ZONING AND PARKING DIVISIONS. 4. THE BUILDING DIVISION WILL REQUIRE MEASURES TO MINIMIZE THE AIRBORNE CONCRETE WHEN POURING. SUCH MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO, USE OF A WET SAW WHEN CUTTING CONCRETE, WIND SCREENS AROUND SAWS ON CONCRETE WORK DECK; WIND SCREENS ON END OF CONCRETE PUMP HOSE, ETC. 5. THE BUILDING DIVISION WILL REQUIRE MEASURES TO MINIMIZE THE AIRBORNE DEBRIS FROM ALL OPEN FLOORS, INCLUDING BUT NOT LIMITED TO, A REQUIREMENT THAT EACH FLOOR UNDERGOING CONSTRUCTION ACTIVITY BE WRAPPED TO CONTROL THE SPILLOVER OF CONCRETE AND DUST ONTO ADJACENT PROPERTIES. 6. SWEEPING COMPOUND WILL BE REQUIRED TO MINIMIZE DUST WHEN SWEEPING THE OPEN FLOORS OF THE BUILDING. 7. BROOM CLEANING OF ADJACENT STREETS AND SIDEWALKS IS REQUIRED ON A DAILY BASIS. 8. A HOTLINE TELEPHONE NUMBER FOR THE SUBJECT PROPERTY IS REQUIRED TO ADDRESS ISSUES AS THEY ARISE. 9. ON SITE VISITS BY CITY BUILDING INSPECTORS AND OTHER BUILDING OFFICIALS WILL OCCUR, AS NEEDED, TO ENSURE THAT THE CONCERNS OF ADJACENT PROPERTY OWNERS REGARDING CONSTRUCTION DEBRIS AND NOISE ARE BEING PROPERTY AND TIMELY ADDRESSED. THE COSTS INCURRED FOR SUCH INSPECTIONS WILL BE BORNE BY THE APPLICANT. SCALE: N.T.S. SP -3 TOWN HOUSE FINISH FACADE 1 0 0 u u u u u n u u u u u r I C A � u e e e A ❑A � i� d d d e e e — FI a C"d 1 MATCH LINE FACADE FINISH SCHEDULE ALUMINUM CABLE RAILING [B] STUCCO - SW7073 SHERWIN WILLIAMS- NETWORK GRAY STUCCO - SW7070 [C] SHERWIN WILLIAMS - SITE WHITE [D] STUCCO - WITH SCORE LINES SHERWIN WILLIAMS- BROWN [E] STUCCO WITH SCORE LINES SHERWIN WILLIAMS - BRICK RED F] TINTED GLASS FLOOR TO CEILING WINDOW SYSTEM SCALE: N.T.S. REVISIONS: U � W� 0 z Q Z d�- W Cc aN Y (} W W U � w p El Q Q O It O M M M Q p O J LL U z H Z ,- p 0 O ULL Q Lu or 0 0Lu 0 "' p U_ C � 0 q m W Z >a- J r L v H LL] rn � w o �^ X U �J J � L LL co M Q p V CE o WU 3:T T J Z Lu � - 0 m LL � cn Ln U DATE: O 4-20-18 PROJECT NUMBER: n �/ U) � SHEET NUMBER: L O It O M M M Q p O J LL z H Z p 0 O Q Q 0 0Lu 0 p Z m W Z Q J H Q p c!) w O W LL p p V ZJ C-0 O - LL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: SP -3 I I I I I I I I I I I I I I I I I I — — — 4 LIFE SAFETY SYMBOLS LEGEND ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN �� ♦♦ ♦♦ TWO HOUR FIRE RATED WALL COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP THREE HOUR FIRE RATED WALL PATH OF TRAVEL S MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED <9>WALL MANUAL PULL STATION STANDPIPE O FIRE EXTINGUISHER MOUNTED CABINET. F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. "71 HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED �D HEAT DETECTOR r1 LIFE SAFETY -GROUND LEVEL LS -1 BUILDING SQUARE FOOTAGE FIRST FLOOR: 43,796 SQ.FT. SECOND FLOOR: 41,886 SQ.FT. THIRD FLOOR: 38,008 SQ.FT. FOURTH FLOOR: 17,230 SQ.FT. FIFTH FLOOR: 16,337 SQ.FT. SIXTH FLOOR: 15,448 SQ.FT. SEVENTH FLOOR: 14,593 SQ.FT EIGHT FLOOR 9,091 SQ.FT TOTAL: BUILDING BEDROOMS TOWN HOUSES 2-BDRM 1-BDRM STUDIOS TOTAL UNITS: 205,480 SQ.FT. 11 units 33 units 15 units 28 units 87 units SCOPE OF WORK: 8 STORY BUILDING ( 83 UNITS) OCCUPANCY (FBC 2014 310.4) TYPE OF CONSTRUCTION (FBC 2014 602.3) WIND LOAD GROUP "R -2"/S TYPE I - B 170 MPH ASCE 7-10 FIRE SPRINKLER BUILDING & FIRE ALARM (NFPA 13R) FIRE -RESISTANCE RATING REQUIREMENT CONSTRUCTION TYPE I -B THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT (FBC 2017 1003.2) F. R. F. R. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE (FBC 2017 1008.1.4.5) REQ. PROV. PRIMARY STRUCTURAL FRAME 2 2 CONCRETE BEARING WALLS EXTERIOR 2 2 CONCRETE BEARING WALLS INTERIOR 2 2 CONCRETE NON BEARING WALLS INTERIOR 0 0 DRYWALL FLOOR CONST.& SEC. MEMBERS 2 2 CONCRETE ROOF CONST & SEC. MEMBERS 1 1 CONCRETE FIRE EXTIGUISHERS - NFPA 10 1.5.10 FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 LB. SHALL BE INSTALLED SO THAT THE TOP OF THE FIRE EXTINGUISHER IS NOT MORE THAN 5 F. ABOVE THE FLOOR. FIRE EXTINGUISHERS HAVING A GROSS WEIGHT THAT 40 LB. SHALL BE INSTALLED THAT THE TOP OF THE FIRE EXTINGUISHER IS NOT MORE THAN 3%2 FT. ABOVE THE FLOOR IN NO CASE SHALL THE CLEARANCE BETWEEN THE BOTTOM OF THE FIRE EXTINGUISHER AND THE FLOOR BE LESS THAN 4" 3-2.1 FIRE EXTINGUISHERS SIZE AND PLACEMENT FOR CLASS A HAZARD. MAXIMUM FLOOR AREA PER UNIT OF 'A' 3,000 FT. MAXIMUM TRAVEL TO EXTINGUISHER 75 FT. NOTES: 1. PER THE 2017 5TH EDITION OF THE FBC, SECTION 110.8.4.4, TO THE BEST OF OUR KNOWLEDGE, ALL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE AND APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES. 2. FIRE DEPARTMENT; AUTOMATIC FIRE SPRINKLER SYSTEM, STAND PIPE TO UPPER PARKING DECK AND ROOF, FIRE ALARM WITH ENUNCIATOR PANEL AT LOBBY, FIRE EXTINGUISHERS, EMERGENCY LIGHTING, EXIT SIGNS, HORNS AND STROBE LIGHT ALL AS REQUIRED BY CODE. 3. ALL STRUCTURAL FRAME STRUCTURE 2 HOUR FIRE RATED (CONCRETE) CODE SUMMARY OCCUPANCY CLASS (FBC 2017 310.4) OCCUPANT LOAD: (FBC 2017 1004.1.2) TOTAL OCC: INTERIOR FINISHES CLASS (FBC 2014 803.9) MIN. NUMBER OF EXISTS (FBC 2014 1021.2) MINIMUM CORRIDOR WIDTH (FBC 2017 1018.2) - MECHANICAL VENTILATION -FIRE SPRINKLER SYSTEM MIXED USE "R -2"/S-2 RESIDENTIAL: 1 OCC PER/200 SQ.FT 79,082 SQ. FT/ 200 SQ. FT = 395 PARKING GARAGE 1 OCC PER/200 SQ.FT 57,354 SQ. FT/ 200 SQ.FT = 287 = 682 ENCLOSED SPACES 'C' TWO EXISTS REQUIRED: 36 INCHES (WITHIN A DWELLING UNIT) PROVIDED: 72 INCHES SIZE OF DOORS: CLEAR WIDTH OF NOT LESS THAN 32" (DOOR MIN. 3'-0") (FBC 2017 1008.1.1) COMMON PATH OF EGRESS: SHALL NOT EXCEED 250 FT (FBC 2017 1014.3) EXIT ACCESS TRAVEL DISTANCE: MAX. 250 FT (PROVIDED 121'-0") (FBC 2017 1016.2) CEILING HEIGHT: THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT (FBC 2017 1003.2) OF NOT LESS THAN 7-6" FLOOR ELEVATION: THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE (FBC 2017 1008.1.4.5) OF A DOOR SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO BE EXCEED ONE UNIT VERTICAL IN 50 UNITS HORIZONTAL (2% PERCENT SLOPE). SCALE: 1/16" = 1' REVISIONS: F__ co o, w Wiz° Qz .o d w Q a� W w 0 ¢ z Q w ❑ go LL i b H DRAWN: PAZ DATE 0 m m co Q p IY O J u - I— Z D O p Q LU Q D [)f Z p0 LU > W Q J H Q U) p 6 w ILL p Z I o LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: U Z (6LL w 0 ` co U_ f9 a > L.L q� (y) rcoL � o Lo �^ 'w^ vJ cn °' o X U m Q W C J Q coo U J W 0 I— m U Lu rn O ry c� VJ Q L O i b H DRAWN: PAZ DATE 0 m m co Q p IY O J u - I— Z D O p Q LU Q D [)f Z p0 LU > W Q J H Q U) p 6 w ILL p Z I o LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: I I I I I I I I I I I I I I I I I I ` V i_ w w w w w �! V. w w w w I�I AI■ w w w �.I w �L.� w — w d w w w w LLQ w w w ALL 1.w w w w dILLVIR . w w w w !1 w w w —1 LIU. !!I •ll�l, w w� .1LLlI i STUDIO \�� O b I ❑ I 800 SF \m I _ _ _ oo+8-6 —..—.—..—.—.—.—./ — —� —•R� _ _ ------ —�—H , — — — ..... 128'-3'r — 1 I III I I -I I I I I I I I + $'_6" °° STUDIO co . 650 SF I ; I I III I I =>1 I I I I I I I N1 ® ®+ 8'-6" ^ 201-111 FI I I TT • � I i � F.� V I MAXIMUN TRAVEL L _ DISTANCE A -B IS 194' _ 4 STORAGE T 10— — - I I STAIR -A I 3'-81 M UNTRAVEL _ 'STAIR -B I I I II I \ I 120 I I ,'' I II ®® ® STUDIO DISTANCE C -D IS 162' II 650 SF ° F�ARKN�I — ❑ + 8' m 01 °° , III °° 8 6 \ m ,. IE- �. ML2 _iIGIII I II II Ee I�00 ! I - I .� I5 \m .�\ I / . \ C� I EEL 111 ® oGC \ '' \ j JA 1® I I I I I a DOWN I I I I Y° STUDIO U I \ O 800 SF STUDIO I I I 530 SF POOL ABOVE I L 1 154'-1111 -''I C- F 2 HR F.R. PARTI IT O ] UL U-905 � TERRACE I 1 I I I II LIFE SAFETY SYMBOLS LEGEND ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN ♦♦ ++ ++ TWO HOUR FIRE RATED WALL 000 THREE HOUR FIRE RATED WALL PATH OF TRAVEL e MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED <9>WALL MANUAL PULL STATION )o/ STANDPIPE COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP FIRE EXTINGUISHER MOUNTED CABINET. F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. MH HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED @D HEAT DETECTOR /0-1 ,LS-2LIFE SAFETY - SECOND LEVEL I [IJ 111111 LI I L I' I I L 11 L7 IJU1,41''. pi F21 _ a 1 I❑ _ ❑® 1 "1111111 I❑❑ ❑® I❑ [a 185 II 1 I 111 I I 1 I II I m\R,�y �I II// I 1 II I II 1 �I I I� 1 II I I v� . SCALE: 1/16" = 1' REVISIONS: Uco r W N H (o ¢ Z aZ O_ w~ a if OL a� Y (7 Lu w w p cc go LL 0 ce) ce) M Q D ry 0 J IL zH z O � 0 a U 0 0 o Z c� m W co J H Q co w cf) `L W LL W o r U �0 o 0 L1J Lo C^ �n o X U m W OEo < o U U � `° =w °j!z �U U� O� u)Q L O 0 ce) ce) M Q D ry 0 J IL zH z O � 0 a DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -2 0 0 o Z m W Z Q J H Q U w O W LL p DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -2 0 Z Q o — ILL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -2 I I I I I I I I I< — — — — � — O W J LO Z r� Et TERTAINMfN W ROOM Z Q J �+ 18 Q B 9'-211 Lu W EXPANSION W IL p + 18' -°II Uo I I I i i i Q Q Q Q Q Q I VQU PMENT I I I _ _—--——i— ——I—————•1�� ————i———— — --1, � I I I - 1_ i23 -6 i 1 '-3' Gc————I- ST441940 — — — — - < L_J I$E. ® 650 SF <� A/C O 1 - 0_ 0 - RM.I I I 00 N < r T 00 00 0 0 ( I ®® 1 ® z-LECT.II ° -STUDIO STUDIO F2 BDRM 2 BDRM 2 BNRM 2 BORM 'I 2 BDRM I RM10530 SFf 2 BRM h SIF 1095 SF® 1095 SF 109`F 5 �F _ c� ❑H �S TUDIO F 109iSF "" o 650 SF5 88 �J 8 L 8 L DY 6 9 31- / 1 I�o I v MAXIMUN TRAVEL - I F 24 II UN RAVEL iSTANCE -F IS 18TSTAIR ACIS 196' I°ANCE-F IS 74' B_C S 99' ELEV.1 +18 r0" + 18'-0" I I I EL .2 EL 1 + 15'-0" - --�— TTLOT I — — —— — — — — T LO POOL I REI 70'x18'_ — -------- PE' SEATING / SPA LIFE SAFETY SYMBOLS LEGEND GYM OUTDOOR EXPANSION ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN ��--♦� ♦♦ TWO HOUR FIRE RATED WALL COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP 444 $AA AAA THREE HOUR FIRE RATED WALL PATH OF TRAVEL ® MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED <9>WALL MANUAL PULL STATION O STANDPIPE FIRE EXTINGUISHER MOUNTED CABINET F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED @D HEAT DETECTOR �1 LIFE SAFETY - THIRD LEVEL LS -3 BBQ — 5 UNITS I STUDIO I 650 SF I CD I 1 BDRM 800 SF ®� n H H ° 141 -411 u — .—I.— — .— —.—. I—.—.— ,� —.—.— I �;I BALCgNY op :s I I I I 11 I I I I LOUNGE — 4 UNITS SCALE: 1/16" = 1' REVISIONS: U N H Wiz° Qz 0 If w 2F QU) Y� Lu wo If Qo 0 m m co Q ry 0 J IL Of a o O W J 0 0 Z r� p0 W Z Q J H Q LL Lu W 0 0 W IL p Uo � o a �^ (n so X U Q W vJm F- CE < o 0 o U `° = w 0 r t m �U U LLJ rn Q ry U) Q L � O 0 m m co Q ry 0 J IL Of a DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -3 o O W J 0 0 � Z p0 W Z Q J H Q U) Lu O W IL p DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -3 (a) z J 0 0 � - DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -3 i i Q Q Q Q Q Q Q Q Q Q Q Q i I I I I I I I I I I I I I I I • — • — T 23'-6" I 1 "' 4,. I I I 115'-3" Lm ® A/C III I ® T n I n AH � < OOBDRM - - - RM OOR n�1650 SF < O O O O O O n ® C\jII -�I II)IIII n T < N / ® Ey co c\j 1-1 co IO < LECT. -STUD 1O I I=Aim; STUDIO co 2 BDRM530 SF 1095 S 109 S109SF 104 10 S-FRM i 530 SF 2 BDRM 2 BDRM 2 BDRM 2 BOORM 2 BD : I®®1095 SF ® I®® O OIT15 HF. 615 H H H H H `OI ISO *A — �— _oma �\v6 -5u n MAXIMUN TRAVEL \ / I I \ IMU TRAVEL D F IS 18T (STAIR -A 1 F 2'-4" ST44BIO — 650 SF - - --- - - - - �� L e STUDIO 650 SF STAIR- DIS TANCEA-C IS 196' I I D / 1 STANCE E -F IS 73' I 00 °o p4® 2 BDRMEL �I I I � I I 1500 SF ° EL 2 I I I I I I I - ��� illy g g — L ®® I I I I FRqFqFqI\ I I I I I I I TERRACE I TERRACE I I I I — -—a—. —.— ^.—•--I---- -- -- -- -- -- -- -----I---I---I---�---I-- I I I I I I I I I I . . . . . . . . . . . . . . . . I I I I I I I I I I I I I I I I I I I I I I I I I LIFE SAFETY SYMBOLS LEGEND ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN ♦♦ ♦♦ ♦♦ TWO HOUR FIRE RATED WALL 000 000 444 THREE HOUR FIRE RATED WALL PATH OF TRAVEL ® MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED <9>WALL MANUAL PULL STATION STANDPIPE 0 COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP FIRE EXTINGUISHER MOUNTED CABINET. F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. F'H HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED @D HEAT DETECTOR �1 LIFE SAFETY - THIRD LEVEL LS -4 2 BDRM 1000 SF 25'-2" TERRAC SCALE: 1/16" = 1' REVISIONS: U � �(D 0 z a z 0 d�- w aN �0 wW U � w p El Q Q o LTJ Z O V DATE It 0 M M M Q p ry 0 J LL z D O Q Q � � Z pp w > Lu Q J 1-- Q (/) p w IL p �p Z J o ti LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -4 U Z _ (y) � '^^_ C w o r U_ C 01 0 0 > �Lo �� w so �^ vJ X U �J J � LL m Q rr < o 0 W o U 1? J Z Lu0 CD � c U Q rco Cn Q L � 0 LTJ Z O V DATE It 0 M M M Q p ry 0 J LL z D O Q Q � � Z pp w > Lu Q J 1-- Q (/) p w IL p �p Z J o ti LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -4 • — • — \ �0G I I I I I I I I I I I 1 I I I 123'-6` _ _ _ _ _ _ _ I I I 115'-3" I � '� I 1 \ 17-rl i / I� [44111 I 1 I VL" I1 BDRM 1 A/C I 650 SF � <� RM I 1001 00 T T Trim v %� 00 T _ %0 00 - -- 7 19 7 1 ® < I I co _ II � � I – � I STUDIO � (D ELECT. STUDIO � 2 BDRM �j�� ° I� 2 BDRM ` I � 2 BDRM IT �I I 2 B[)RM I � 2 BDf?M �� / II � \ I I 2 BDRM � � � � 1 V RM 530 SF I f/ 'b—v V b—v 1 530 SF 0 I _ r I ® I®®1095 SF ® 1095 SF ®i ®® 1095 SF ® 1093 SF ® I®® 109�i SF ®1095 SF ®88 1 j \ n 8G� -5" \ / m P VA Del MA IMUN TRAVEL ISTAIR-A 1 F 2'-4" u �- MAXIMUN TRAVEL v� nI�TANCE D -F IS 187' ac CST44940 — 650 SF 1=1rc� J I STUDIO 650 SF ® _ II STAIR -B I DISTANCE A -C IS 196' o 0 0 0 ELL, ELEV. 1 1 BDRM A I I I I I I I I I I\ I I �. " 1120 SF EL 2 / _7EL I �I I � - — - — -- i 1 BDRM �7 I I I I I/' I I I I I I I I 750 SF CodFRF^;y/ TERRACE I TERRACE 1 I I 1 gRL 1 I I 1 1 I I 1 1 I TERRACE I I I I I I I I \\ I I I I I I I I I I I I I I I I I I I I I I I I—.—.—.—.—...— — — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . . . . . . . . . . . . . . . . . I I I I I I I I I I I I I I I REVISIONS: W� �z Qz 0 Lu acr Y (} W W W Q �Q go LL Ict 0 Q ry O J LL U z � z Z I— c� ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN cl Q 44 44 TWO HOUR FIRE RATED WALL r� COMBINATION EMERGENCY EXIT SIGN uLL- W/BATT BACKUPLu �. ij c o < Q FIRE EXTINGUISHER MOUNTED CABINET. U) 0 PATH OF TRAVEL F.E. *HEIGHT TO THE TOP OF ALL FIRE U0 �9 EXTINGUISHER HANDLES MUST BEA >a MAXIMUM OF 48" F.F. z V �r,- a C) co ;F �w�o PS SMOKE DETECTOR WALL MANUAL PULL STATION SD *NOTE: ALL SMOKE DETECTOR WITHIN /1 (n 7d X U I NTERCON ECTED 4-20-18 O STANDPIPE �p HEAT DETECTOR PROJECT 7MBER: m Q SHEET NUMBER: p CE o Lo W U <o LTJ o (j =w °i7, � � m cLu� C) Q ry ry U Q L 00 Ict 0 Q ry O J LL LIFE SAFETY SYMBOLS LEGEND z � z O0 ♦ ♦ ♦ ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN cl Q 44 44 TWO HOUR FIRE RATED WALL 0 0Lu 0 COMBINATION EMERGENCY EXIT SIGN w m W/BATT BACKUPLu ♦♦♦ ♦♦♦ ♦♦♦ THREE HOUR FIRE RATED WALL < Q FIRE EXTINGUISHER MOUNTED CABINET. U) 0 PATH OF TRAVEL F.E. *HEIGHT TO THE TOP OF ALL FIRE O � W Lu EXTINGUISHER HANDLES MUST BEA MAXIMUM OF 48" F.F. z V MAX TRAVEL DISTANCE:HORN a C) 121 FT OF 250 FT MAXIMUM ALLOWED PS SMOKE DETECTOR WALL MANUAL PULL STATION SD *NOTE: ALL SMOKE DETECTOR WITHIN DRAWN: PAZ THE UNITS ARE REQUIRED TO BE DATE: I NTERCON ECTED 4-20-18 O STANDPIPE �p HEAT DETECTOR PROJECT 7MBER: SHEET NUMBER: LS -5 LS -5 LIFE SAFETY - FOUR -ELEVEN LEVEL SCALE: 1/16"=1' (i.8_• — • — ( • — • — (D —•—•—• i i Q Q Q Q Q Q Q Q Q Q Q Q i `\'o,I I "I G omwim Me z>t: ' 0 �: ii. C ss G ice' �I I. I� ®®1 BDRM I I I ` - I > I - - -® H RM T O650 SF CV OO T OO ® < LECT. °O STUDIO I \ I / _ STUDIO ° (y) I RM I ® S • H H BDRM H 2 BDRM7 2 BJRM I 2 BDRM 2 BDRmM H / �f�IH H 2 BDRM 1095 SF 1095 SF 1095S 1096 SF 10 I®® ® ® ®® ® ® I®® �0_®• I STUDIO I Li OO F �H HH I I 550 SIF V 530 SF 530 SF I 77 O O 1-511 ., MAXIMUN TRAVEL \\ \� r ANCETRAVEL D -F IS 187' (STAIR -A F 2'-4 ��t�—'--/� - - ❑Q® e STAIR -13 DISTANCE A -C IS 196' I I I I I I I I Fi I I 16BDRIVI50 SMI I I I I I I I I I I I I I I 0 STUDIO 550 SIF EL . 1 1 \ TEF RACE \\\ I I I I I I I TERF F I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REVISIONS: ww � c)z° az 0 cc w Q 2iEE Y w W w fr Wo LL Fr go LL 0 M M ('7 Q Q ry 0 J LL U LIFE SAFETY SYMBOLS LEGEND z toz Z C ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN 44 44 TWO HOUR FIRE RATED WALL LL w 0 m W/BATT BACKUPW - U_ THREE HOUR FIRE RATED WALL Q Q z >a L.L c r w 6 o Lo �^ co cn � o X U VJ Q LL Q MAXIMUM OF 48" F.F. z m 1 Q MAX TRAVEL DISTANCE: 0 CE 0 Lo W 1 C J L"71 HORN 0 (j � J W 0 SMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN DRAWN: PAZ �i m THE UNITS ARE REQUIRED TO BE DATE: U �U INTERCONECTED Lu OSTANDPIPE �p HEAT DETECTOR PROJE 14N AMBER: Q ry C� Q L 00 LIFE SAFETY - FIFTH ELEVEN LEVEL SCALE: 1/16° = 1' LS -6 0 M M ('7 Q Q ry 0 J LL LIFE SAFETY SYMBOLS LEGEND z toz C ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN 44 44 TWO HOUR FIRE RATED WALL ui O � COMBINATION EMERGENCY EXIT SIGN m W/BATT BACKUPW - ♦ THREE HOUR FIRE RATED WALL Q Q z FIRE EXTINGUISHER MOUNTED CABINET. U) 0 PATH OF TRAVEL F.E. *HEIGHT TO THE TOP OF ALL FIRE � w C, EXTINGUISHER HANDLES MUST BEA0 MAXIMUM OF 48" F.F. z MAX TRAVEL DISTANCE: Q � 121 FT OF 250 FT MAXIMUM ALLOWED L"71 HORN 5o PS WALL MANUAL PULL STATION SMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN DRAWN: PAZ THE UNITS ARE REQUIRED TO BE DATE: INTERCONECTED 4-20-18 OSTANDPIPE �p HEAT DETECTOR PROJE 14N AMBER: SHEET NUMBER: LS -6 LIFE SAFETY - FIFTH ELEVEN LEVEL SCALE: 1/16° = 1' LS -6 (4.O -- (D- .8 ( • — • — • — • — i i Q Q Q Q Q Q Q Q Q Q Q Q i I I I I I I I I I I I I M I I I I I I I I I I T / _ 23'-6° 5� I 115'-3" 5 I - -- ® — 7 L7 . —. �>< >01 BDRM A/C °° °°650SF < °O °° T °° T T �N NRM 7I ® < No c') LECT. STUDIO 2 BDRM 2 BDRM 2 BrRM < RM 530 SF � 2 BJDI mR M < ® 11095 SF 1095 SF 109 i SF 1093 SF 104�F 00 F Ioo I®® oz- °° MAXIMLIN TRAVEL STAIR -B DISTANCE A -C IS 196'5 I c I 150 SF �6 0 0DRIVI i I EL 2 ! I I I I I I I I X11 I I I I I I I I I I I I I I I I I I I I I I I a I I "v f r u fE. co / STUDI� co 2 BDRM 530S 010-95 S— 8 �I \ I I I XIMLIN TRAVEL nIgTANCE D F IS 186' (STAIR -A I F 2 -4 I I I I :A I I I I I I I I I I I I J – ST44940 — — 650 SF ^� Via® 1 BDRM 800 SF REVISIONS: O (y) (y) co Q ry 0 J IL U SYMBOLS LEGEND � Z c� z z cl) a) rr ^^ U) LL w c 0 U_ �9 TWO HOUR FIRE RATED WALL Lu O a > � ��Lo O� �w COMBINATION EMERGENCY EXIT SIGN Lo o ^ (n x U V J 2 LL Q m FIRE EXTINGUISHER MOUNTED CABINET. D <� o W U � o (j `° J =w °i7 EXTINGUISHER HANDLES MUST BE A m MAXIMUM OF 48" F.F. z c/)� � cy) S ULu o� O� 121 FT OF 250 FT MAXIMUM ALLOWED MH HORN �Q PS WALL MANUAL PULL STATION SMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN DRAWN: PAZ L � 00 THE UNITS ARE REQUIRED TO BE DATE: INTERCONECTED O (y) (y) co Q ry 0 J IL LIFE SAFETY - SIXTH LEVEL S-7 SCALE: 1/16" = 1' LS -7 LIFE SAFETY SYMBOLS LEGEND � z z O0 ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN TWO HOUR FIRE RATED WALL Lu O 0 � O� COMBINATION EMERGENCY EXIT SIGN m W/BATT BACKUPW THREE HOUR FIRE RATED WALL Q Q FIRE EXTINGUISHER MOUNTED CABINET. U) PATH OF TRAVEL F.E. *HEIGHT TO THE TOP OF ALL FIRE O w EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. z Q S MAX TRAVEL DISTANCE: o� 121 FT OF 250 FT MAXIMUM ALLOWED MH HORN ILL PS WALL MANUAL PULL STATION SMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN DRAWN: PAZ THE UNITS ARE REQUIRED TO BE DATE: INTERCONECTED 4-20-18 PROJECT O STANDPIPE �p HEAT DETECTOR AMBER: SHEET NUMBER: LIFE SAFETY - SIXTH LEVEL S-7 SCALE: 1/16" = 1' LS -7 I I I I I I I I I I I I I I I I I I \0m I I I ------------------------------------------ A A_ A. — - - A. �' 23'-6" + 65'-0" 115'-3" --------------------- I i I I I I I �'� --------------------- ----------------I } �\ < V -------------------- lul ---------------- 7LE \--------9QLA�4tJM-/---- 00 TERRACE------�_-�� > I'—I \. E -� _ < I _ --------tOFHdGE----- ILA f 0 -------------=- it o � o o a a^ �j m o o t o N � o� /� --------------------- tpo ------------T I 65 10 r 1 BDRM 1 BDRM I F 1 BI)RM I 9 t Looi \ DRM I r 1 �DRM I� �J 1 BDRM ®TUDIO FE`v-------------------- 650 SF/�I 822 SF 822 SF 82� SF 8,2 SF 822 SF 822 SF -------------------- -------------�--�I IVB F.8 Inn 8 nI Ian I 88 I n �I - 31- 5 --------------------- Eril ILA Do 8 DISTANCE N TRAVEL 9 STAIR -B DISTANCE A -C IS 180' MAXANC TRAVEL STA—illp nisTANCE D -F IS 169' 2Y 4„ EL . 2 I \ \ �•-•-•-•-•-•-• _ _- -.--•-•�•-•-• fi.-._.t._•-.t.-•-•�•-•-•�•-•-•�•-•\\\ �•-.- --- I•-•-•-I•-•-•-I•-•-•-f- - - I I I I I I I I I I \\ I I f I I I I I \\\ I I I I I e E. (2 - - •-•-•-•---•-•-I•-•-•---•4-•-•--4-•-•-•--•-•-•- 4 -• -• -- - -•-•-•-4•-•-•-4•-•-•-I•-•-•-I•-•-•-I•-•-•-�- - -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LIFE SAFETY SYMBOLS LEGEND ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN TWO HOUR FIRE RATED WALL 444 000 000 THREE HOUR FIRE RATED WALL PATH OF TRAVEL MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED PS WALL MANUAL PULL STATION 0 STANDPIPE COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP FIRE EXTINGUISHER MOUNTED CABINET. F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. MH HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED @D HEAT DETECTOR LIFE SAFETY - SEVENTH LEVEL LS 8 SCALE: 1/16" = V REVISIONS: w m Wiz° Q Z 0 w< w Q Y C7 w w Cc w Q LL LL Q o J LL Z O V DRAWN: PAZ DATE 0 co co M Q p ry 0 J LL z 0 p Q LLJ p [)f Z p0 W > Lu Q J I— Q U) p Lu IL p �p Z Q Q0 H I- LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -8 U Z ,- U) ILL W 0 U_ �9 \/ a Ld_r Lo v w Lo m �^ co cn � °' o X U VJ Q LL Q m , Q 0 <� 0 W 1 J 0 bC J W 0 i7 07 �U U) Lu0) Q r w Q L � 0 -�1 Z O V DRAWN: PAZ DATE 0 co co M Q p ry 0 J LL z 0 p Q LLJ p [)f Z p0 W > Lu Q J I— Q U) p Lu IL p �p Z Q Q0 H I- LL 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -8 I I I I I I I I I I I I I I I I I I . . . . . . . . . . . . . . . . . . I I I I I I I I I I I I I . . . . . . . . . . . . . . . . . . I I I I I I I I I I I I I ------------------- ------------------- -------------�-- I I ------------------- EQUIPMENTI`c I ------------------- �m ------------------- ------------------- ------------------- D::0 -_- -_--_--_--_--_-T_-- I I I I _„ I I i I I r ------------------- aA-� I-------------�-- N I I ! I I I II I MAXI UN TRAVEL O ------------------- i 1 DISTANCE C -D IS 143' ANCE A -B IS 128' I I I III STAIR -ASE A—V7;m :IMLYN TRAVEL .---------- 0 EL .2A 2 �. A ..—.....—.—.—. _ .—.—.-.—.—.—.—.—.-.—.—.-.—I. f—._.—I_.—.—...— I�7�-�5I'��� I I I ��,,\ I I I ``�� I I I ``�� I I I I • \\ I---------- - - — - — - ----- --.—•—•— — — — — —I.•—•—•—•—•-•—•—•--•—•—•- 4•—°—•-•—•—•-4•—•—•—I•—•—•—I•—•—•—I•—•—•——•—•—;I— — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I I LIFE SAFETY SYMBOLS LEGEND ONE HOUR FIRE RATED WALL e EMERGENCY EXIT SIGN TWO HOUR FIRE RATED WALL THREE HOUR FIRE RATED WALL PATH OF TRAVEL MAX TRAVEL DISTANCE: 121 FT OF 250 FT MAXIMUM ALLOWED PS WALL MANUAL PULL STATION YO STANDPIPE COMBINATION EMERGENCY EXIT SIGN W/BATT BACKUP FIRE EXTINGUISHER MOUNTED CABINET. F.E. *HEIGHT TO THE TOP OF ALL FIRE EXTINGUISHER HANDLES MUST BE A MAXIMUM OF 48" F.F. MH HORN OSMOKE DETECTOR SD *NOTE: ALL SMOKE DETECTOR WITHIN THE UNITS ARE REQUIRED TO BE INTERCONECTED @D HEAT DETECTOR L LIFE SAFETY - ROOF LEVEL LS -9 I I I I I I I I I I I I I I I I I I I II I I I I I II SCALE: 1/16" = 1' REVISIONS: Lu N �z Qz If� w 2 QCD Y W W W W ❑ If o J O Z O V DRAWN: PAZ O M M M Q p ry 0 J IL z 0 p Q Lu 0 p 0� Z pp W > Lu Q J H Q cn p 9� 0� Lu LL p � p z Q C) ti LL DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -9 U Z c� cl) U) LL Lu LD LD C0 r co U B c� 0- > / 41� C° r co n �Lo Lu a� rn o ^ (n x U VJ L Q m I Q rr <� o W U � o (j `° = w EL cn �U Lu Q ry co U) Q L 00 Z O V DRAWN: PAZ O M M M Q p ry 0 J IL z 0 p Q Lu 0 p 0� Z pp W > Lu Q J H Q cn p 9� 0� Lu LL p � p z Q C) ti LL DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: LS -9 N E W N I 6 I _ 7 I 8 CV co co r CV CD cry 3 T co co r N 46] rD 342' 8' 24'-3" 18'-4" 27' 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 30'-2" 5 4 3 2 - F-+-i--i--t-+-+-a--t--t-+-�-- 8'-8" 81-8" . . . . . . . . . . . .�. - BIKE 1 PUBLIC 00 1 O 00 PUMP . 32'_7" - +�BI� YCLE 26 TYP. -1 STORAGE= -i_ (PARK i STORAGE 42-51' TRASH COMPACTOR ® ROOM H STAIR -B 26'-6" STORAGE f' IJ L I' H H W 184-4" 45'-3" 45'-10" 10 KING D13TANCE N O o N CV I=> => I=> N F. \ F = KU) I _ STAI R -A � _ � I � I I — �1JcCi � I:ECEPTION ! II LOBBY EL .2 g � � STORAGE +/_0._0.. 18 - O 00 l WATE J = N RAMP n A \v 14'-6" 10'-8' 18' \� . 24'-411 18, -411 \\ _ 36I-2" 20'-8" �'- LO 25'-1 " u v� STORAGE BELOW RAMP ci 5 VAN ACC. J i FIRE <= �\\ iii W PUMPS - \ iii\ UP l Cfl\ UP �. O3 RAMP: 1:1 (6.67%) /;T% o I - N N\\\ 18' ELECTRICAL UP / \% = H.C. O ROOM / \\\\\\\\\\ ilii RAMP — — — - TRANSFORMER o ® ® ®® o ® UP El El A El WN TOWN I TOWN TOWN TOWN ITO N — TOWN TOWN I TOWN TOWN HTOWN OUSE _ TRASH — HOUSE N HOUSE HOUSE HOUSE HOUSE HO HOUSE HOUSE HOUSE HOUSE i 1100 SF 1100 SF of C7 1100 SF 1100 SIF I110 SF 110 SF E 1100 SF 1100 SIF 1100 SF 1100 SIF 110 SIF ~ V / �� +/gyp _0 +/-0 -0 q 0+/-0'-0'I, _ +� ,, _ +/-0 -0 q U P 111111 111111 111111 111111 IIIIIf U )111111 III IU JIIIIIf l 1111111 U JI �IIIIII LP �� �J SI EWAL _ SIDEWf LK I I �J , — , — , — — — — — — —_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,— — — — G SPACE„ KG SPACE PKG P V PK s 47'-3" 44'-9" I I I I I I I I I I I I I I I I I I I I I I I I I I I I 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 24'-5" 10'-1" 9'-9" .61-3111. 8' 271'-2" 26'-2" 342' 00 Fn F WMAWL AIM ENERGY EFFICIENCY NOTES: Energy Efficiency Standards as outlined by the "United States Environmental Protection Agency" shall be the standard for this project. This will be an ENERGY STAR BLUE project. The following standards and specifications are a minimum requirement: Site: • Infill project site. Structures: • Solar voltaic roof panels 2000 Sq.Ff. to support all public lighting, emergency back up & other related building elements. • Light reflecting roof, color white, type shall be metal standing seam. • Wall insulation, R4.1 • Windows, single pane impact glazing with an energy factor of 1.05. • Units shall be sealed to reduce air exchange between interior and exterior. A maximum air leakage rate of 0.30 CFM50 per square feet of enclosure is allowed. • All doors, windows, penetrations, and holes shall be properly sealed. Exterior doors shall be fully weather stripped and windows shall be caulked on the entire perimeter with a silicone caulking approved by the architect. • Low volatile organic paints and sealants shall be used. HVAC: • Energy efficient A/C units, SEER 15.5 System to comply with ASH RAE 90.1-2007, Section 6.4 _ • Units shall meet the Florida Efficacy Code and shall be sized to not exceed p design calculations by more than 10%. co • Thermostats shall be programmable. • Ventilating fans shall be "Energy Star" • Duct leakage shall be -8 CFM25 per 100ft2 squared of conditioned floor area, Return ductwork shall have R6 insulation in unconditioned spaces. Electrical: • Exterior lighting shall LED bulbs. • Interior public lighting fixtures, bulbs shall be LED. • Interior unit lighting, bulbs shall be either LED. • Lighting products shall be "Energy Star". • Exterior lighting fixtures shall have automatic timers this requirement shall include open hallway fixtures. • Exit signs shall be LED (not to exceed 5W per face) with solar battery back up. Plumbing: • Plumbing fixtures, basins, sinks, shower heads, water closets and faucets shall low flow devices. Average flow rate for all faucets must below 2.0 gallons per minute (as rated at 80 psi) Shower heads and water closets shall be labeled "WaterSense" • Water heater shall "Energy Star" high efficiency. System to comply with ASHRAE 90.1-2007 Section 7.4. Appliances: • All appliances shall be "Energy Star" Refrigerator, Oven Range, Microwave and Fan, Disposal, Washing machine and Dryer. /A-1 FIRST LEVEL - FLOOR PLAN SCALE: 1/16"=1'-0" REVISIONS: W N �0 ccz az 0 cc� W CcCD Y 0 W W 0 ¢ Z 0 _1 a° It 0 M M M a 0 IY 0 J LL Z Z O j 0 ryQ U O W J =) Z c� pp W — cY) J H Q ry Cl) I IY ILL W LL W 0 0 U_ � o w<) Lo U ^ (n o x U V, m Q Lo LuCE b J w i m c LOLO � Lu rn U CO Q L 0 It 0 M M M a 0 IY 0 J LL Z Z O j 0 ryQ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 0 O W J =) ry Z pp W Z Q J H Q ry V) I IY O W LL p DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 Z J O — ILL DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 Z C W S N co T r O N CV T QK L QM � Q 6A" B Q0I T QQT181-411 H Q 338'-8" � - 4 I 18'- 4� 18'-4 I 181-411 I 1 g — 4 1 18'-4" Y 18'-4" � 30'-2" 18'-4" 18'-4 18' 24'-3" 18'-4" 27' 18'-4" 18'-4" 18'-4" 18'-4" R 1 I� I STUDIO i 29 800 SF J, -8 I I I I I ► ► ► I I� \�I 1 "+ 8._6.. °° STUDIO 60+ 61 I I I I— 650 SF I �+8-6 II I I FE n STAIR -A STORAGE � I I ® STUDIO - / I I H /� I I I I 20 I ❑ 650 SF STAIR -B 8'-6 EL 1 - I I I i �/, �I mo. — F EL .2I — — — — I — — ��� — — I 1 —81 — I Flu I I TO SOB DOWN r STUDIO 2 I I POOL ABOVE co 0 RAMP: 1:15 (6.671%) 800 SF STUDIO i�//j 530 SF /��/jj��i I 2 HR F.R. PARTITION UL U-905 F� 2 HR F.R. PARTITIO UL U-905-\ I �lu 010 0 r TERRACE ® _ ®� ®� JI ®9 0 0 I "" 0.0 0 9 15,51 1 H 8 r I H H H IHH" + 9'_6" + 9'-6- + '-6" +9._6 +9'-6, + '-6" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 24 —5 24'-5" 241'5"— 24'-5" 11. 24'-5" 24'-5" 24'-5" 24'-5.1 241-511 24 —5 � 261-311 269' 46-10" 3421-111 �1SECOND LEVEL - FLOOR PLAN � -.2 00 It r R SCALE: 1/16" = 1'-0" REVISIONS: U� W c\I H Q Z -0 WQ am: Y (ry W W Q w g mt 0 M Q Q ry O J LL U Z J O Z — c) O O co cl) LL Q W 0 0 0' Of4ft W co L-)ry U 9 00 \ _ Z /NN c rLo L.L. �t rn w Lo o U^ U p X O �J, < Q m QU) oo W Qob U =w o rn � U Q 00-00 U) Q O mt 0 M Q Q ry O J LL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-2 Z J O z Z — O O Q 0' Of4ft W L-)ry Z 00 W Z Q J 0 U) I� 0a-, W IL p DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-2 Z J O — DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-2 co i co O O O O O O O O 342-1" O O O O O O O O O 21'-3" 21'-3" �. 27' �. 18'-4" 18'-4"�. 18'-4" 18'-4" �. 18'-4" 18'-4" �. 18'-4" 18'-4" �. 18'-4" 18'-4" 18'-4" " 18'-4" �. 18'-4" 30'-2 PARAPEITO/ AC � I II PARAOETO/ AC — CREE 21_-T' — — — . — . — — . — . — — — — — — — — — _ — — SCREEN 21'-7" � �QU P'MENTI I o o � I STUDO O 1 0 1 OI > < I %� > l/ L O� Iv �O` 650 SF A/C > I I I I I I �. RM � '-8" � as oo as o0 00 0o I O O O O O O O O 71fi[7L 7L O O O O H + 18'_p" ELECT.&M 4 STUDIO 0 IL Ro 7 -STUDIO $ RM 530 SF 2 BDRM 2 BDRM �i I 2 BDRM 2 BDRM �I / II \ I 2 BDRM 530 SF 1095 SF 1095 SF 2 BDRM J 1095 SF 1095 SF / v—d' �1 1095 SF F. ®® ®®�zz, ,S®�zz, ,S®�zz, S®,�zz, STUDIO I8 8 �j LJ LJ LJ 1095 SF LJ U A H H H H H li � H H H H li H H H H H H H /� 650 SF H F.E (` H < O STAIR -B _ ���. , ."' ,�. - STAIR 9 ° - I - I - " ❑� I ' i +�18'-0" ° i ELEV. 1 17 H N cv 18'-0" STUDIO T EL 2 - EL 1 650 SF TOT LOT ENTERTAINMrNT gyp" o Tm I ROOM II II o I POOL 18'0"O O 70'x 18' M sti�� 00 1 BDR 800 SF Q ® I sL J o o T EXPANSION OO OO OOOO OOO 1 40 o I = +18'-0° OO 0OO — 0 OO OO OO z °' q� I N •°� I I I I I I I I _ I I I I I I I I I I I I I I SEATING / SPA BBQ - 5 UNIT LOUNGE - 4 UNITS GYM OUTDOOR EXPANSICvN 42'-7" 247' 338'-2" 16'-10" 31'-10" A13 THIRD LEVEL - FLOOR PLAN I SCALE: 1/16° = 1'-0" REVISIONS: 0 Q O J H Q ::) 0 OW C-0 Z - � ry Z pp U) LL Z Q Lu 0 2 H Q L7 O� U �9 IL p a > �rL ��0) w 9 o UmQ m , 0 fr Lo WU � �J =w °r m �U LuQ U) Q L� O 0 Q O J H Q DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-3 ::) 0 OW C-0 � - � ry Z pp W Z Q J H Q L7 O� W IL p DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-3 ::) U3: Z J C-0 � - DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-3 N E W S O O I 211-311 1 II II r Ii N O E F B H I T OD D 0 0 3421-111 213 2 - _ " 7' 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" 18'-4" I. 18'-4" I. 181-411 I 181-411 30'-2" I. � _—, - ------- IO r I I I I - °° _ STUENO [- FE \ ® 650 SIF — — ELL I —I O J lll > <� I 00 °� H u R 00 00 �� RM o 0 0 0 1650 SF < I 0 • O0 2 BDRM 2 BDRM jI - O 1 STUDIO 2 BDRM 530 SF ELECT. STUDIO 2 BDRM 2 BDRM 1095 SF V "v- v ®1095 SF F 2 BDRM ®® ® 1095 SF STUDIO RM 530 S 1095 SF 1095 SF 1095 SF ®® 650 SF I° I° �l® I I� E H H ©o 2 BDRM 1500 SF ---- -- co I 1 I I I STAIR -A r -� � 7 11, -.,. - - -�" -) 0 �L� — -=—� — - S71 TAIR-B I I I I I �° �, ❑a® I 72L.I - -�------I------I---I-- � I I I I I I I I I I I ®® I I 2 BDRM 1000 SF TERRACE p TERRACE TERRACE- L—--— J---- I—--4—--�—--� --—I --—I —� —I I I I I I I I I I I I I I � .-,-,-,-,-,- - - - - - - - 1,_._,------- _ - - ------ ------ ------ - 247' 42'-7" 338'-2" �1 4 FORTH LEVEL - FLOOR PLAN - TOTAL 11 UNITS �A- 16'-10" 31'-1 0" SCALE: 1/16" = 1'-0" REVISIONS: 0 co WU N 7 6Z < Z 0 W� a Y (� WW wCc <o CEcc i LL Q� It 0 m cy") Q ry O J LL _CY) OO J _ f` Q 0_ U w 0 W LL U 9 \ -g r /�/ r L0 rn LL] o VJ co co1X0 Q 2 LLm Q Q U) p o Lp wQ�d U = w T- r t �— �U O� U Q z 0 It 0 m cy") Q ry O J LL Z z Z OO J _ f` Q O U Z DO W Z Q Z Q J _ f` LL F- U � Qty- W LL p Z Q QoJ O _ f` LL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-4 E W S D nE F G 342'-1 I 18'-4" � 18'-4 18'-4" 18'-4" 18'-4" 18'-411 . 30'-2" 18'-4 18'-4" 18'-4 18'-4" 21'-3" 27' 18'-4" 18'-4" 18'-4" ' _ f I i I ...... ...... — — — ------ --- - — - I' I - _ _ I Igo A r 4 oc �0 1 — — - - STUD10 - - - — — — � []� _ 1 1 _ � fi V � LSI � 650 SF _ _YLQpVJJ�� _ _ — < 1/fir\ \�7� / 4.8 --- - - I , L J I C I V F.E. ® I �- � ®® � � - I � I o0 0o e II koll IJ1 BDRM I � A/C `Y /�I}I - RM I / 1 11,001 ° ° °° C °O ° ® Lry ° ° ° H 1 -] Fi - -- 650 SF `� CD 010 I� �- �F- 0 0 STUDIO L _ 0 0 0 O 2 BDRM 2 BDRM 2 BDRM 530 SF 00 tLECT. STUDIO 2 BDRM N I 2 BDRM 2 BDRM 1095 SF ®1095 SF ® STUDIO RM 530 SIF ®® 1095 SF ® 1095 SF ® RR 1095 SF ® 1095 SF ® - 171 (DH H H I U " i� L"1 1® 8 L 8 I I ®� 65O SF o 11,01.1. H moo_-—_ — o -� ILn STAIR -A I (D 0000 Lcq- o 0 00 00 - 16 STAIR -B ELEV.1 I I I ull N 1 BDR_ M — �_: I I I I I I I I I 1 EL .1 �� 1120 SF 1BDRM EL . 2 �- ' — — — — — — — — — - -- ---1��----fi- t----r---�-- I - - - i 750 SF 00 L- I I I I I- -I I I I I I I TERRACE p T -- 1 I T N TERRACE TERRACE — �--- I----I----I ---� --4 I I � I I � _ ► I 1 � I � I �I �� I, � � , I � I � - I —1—I� —' —1 — — �,—,—,— — — ——,—,—,—. 247' 42'-7" 338'-2" Al51FIFTH LEVEL - FLOOR PLAN 16'-10" 31'-10" SCALE: 1/16" = 1'-0" REVISIONS: It 0 m cy") Q ry O J LL Z OO -)O — !` Z M U �� Z DD W e W LL o c/i LL Lu 0 2 U 9 a r co Lo rn LL] rn o U) cn � VJ � LL m Q Q m o WJ Zr W L T— I" �U O� UQ z� 0 It 0 m cy") Q ry O J LL v Za Z OO -)O — !` r F- U �� Z DD W v Za Z Q J — !` LL F- U �� e W LL o v Za QoJ O — !` LL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-5 E W S 4.8 I I I DD QE QF G H - 21'-3" 21'-3" 27' .I. -4" �( 18'-4 342'_ 1 18' 18-4 18'-4" 18'-4" I 18'-4" — I Q QI JI QI � �� - -4 I QR E1' - !- I--- I ► I I I I I , I - - I I I I I 60 I Be 46'- H_- � < A/C � ST{3BI0 ® ®1 BDRM RM I7L E 6 50 SF oa 650 SF o o� O u e o0 00 T 0o 00�o0os60 < .0ON ELECT. STUDIO0 0 RM - 530 SF4 2 BDRM 2 BDRM 2 BDRMO o o F� ® ®®1095 SF ® 1095 SF ® ® � 1095 SF 1095 SF 95 SM L__/ 2 BDRM 530 SrSTUDIO o, o ❑� I � � 8 s,�"{{ RR" R S� 1095 SF - -C I 8 % LJ LJ J " " f" U LJ J "� ® R® R® H ,S®� ® STUDIO LJ U 8 81 I 550 SF STAIR -B - C—\ ® J I Lo r— _ e I I I I T – J I STAIR -A ® ® r CIO BDRM N 8 � 650 SF I O- - STUDIO 550 SF TEF RACE TERRACE _ .-- � I I I I 1 I - I I I I I I I I I I I I I I I I - I I I I I I - I I----- 43'-1 " 246'-6" 338'-2" �1 SIXTH L EVEL - FLOOR PLAN 17'-8" - 31 SCALE: 1/16" = 1'-0" REVISIONS: 0 M (Y) ('7 Q ry 0 J LL } Z c7, — c9 co O ``^^ I*ft ry v! w 0 roM O Lu0 U �� o > a pp Lu c r Lr) I— w Z �0) 100) o C/) u) H Q � Q(/)m, G7 O w o °` o Lo W � J = W° oF-: �. m Il- � co Loui rn U O U) Q L 00 0 M (Y) ('7 Q ry 0 J LL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-6 } H O O I*ft ry O Lu0 Z pp Lu > w Z Q J H Q � G7 O w V ZJ oF-: — Il- LL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-6 N E W m I II 60 I I T T I,\ co CY) N �i- T 342'-1 " 211-311 1f 211-311 11 27' ( 18'-4" �� 18'-4" i 18'-4" �� 18'-4" �� 18'-4" ( 18'-4" I. 18'-4" 18'-4" 18'-4" 18'-4" I. 18'-4" I. 18'-4" 18'-4" 30'-211 m��m H I H , le < ) - 17- �-ISII- - - STUD 1 0 1/ I < It� �TA / I V IIS I O IIII� "—III 650 SF < A/C I > I 1 > n> 1 n A® 650 SQ1M RM /j' oa as oa ao as BDRoo H - LJ LJ F /" < oa oo as oo as oo I. I L � �J � o �+ � ❑4® T 060 i N Lr�ELECT. STUDIO � _� � STUDI� 0� 2 BDRM 2 BDRM 2 BDRM II 2 BDRM 2 BDRM I II 2 BDRM RM 530 SF 1095 SF 1095 SF 1095 SF ted' V 1095 SF 1095 SF v "� 1095 SF 530S c V F E(�y 0 0 0 0 $®n� ®� ®4n ® ® ®� ® ®0 ® `\ I co O to F /] ® 8 l ry l n 19 PH IJ IJ IJ IJ IJ19 98 ♦ O H `o 0o ..�— �_77 1 BDRM 1-77 ��e STAIR -B STAIR -A 800 SF 01 BDRIVI EL 2 EL 1 TERRACE I I I I I I I I I I I I I I IT 42'-7" 247' 338'-2" 17'-8" 31' a17 SEVENTH LEVEL - FLOOR PLAN I SCALE: 1/16"= 1'-0" REVISIONS: c J Z Q J H z Lu W U) LL Lu 2 U_ m9 a > �wiso �� L � LL� m, Q oo rr Lo w U �9-1 � �J m �U LLJ O0� U)Q L 00 c LL p Z J Z Q J H Q Lu W LL p Z J O — ti IL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-7 N E W m co co .71 11 342'-1 " 211-311 �� 211-311 �� 27' �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 18'-4" �� 30'-2" $'-6" I I I I I I I I I I I I I I I I 1= - T -------------�- ' m� I � I�_� _ � I I � _ I oa® I _ � I � I � _ I I _ � � I � _ I �_ _ I� �,m --------------------- --------------- ----- A/C v > v > v @ v �% -® -------- SOLAR4UM-i---- TERRACE- RM i V—� i V � —� ,) < I �--------- tE)Uf�fGE----- --------------- STUDIO S S 8 8 �f 1 BDRM S S S S f �j 1 BDRM S S S Sbi 1 BDRM ®50D10ELECT. 650 SF 1 BDRM IBJ 1 BDRM l 1 BDRM D7� 8�--------------------- _ 822 SF 822 SF 822 SF 822 SF 822 SF 822 SF SF 8 FE I T �r 8 �8 8 88 �5� �8 �5 A 98 �88 A A n 8� ------------- (C STAIR -A < l STAIR -B e I I I I I I I I I I I IIco T cv � . `cl - I T T T I — ,— -— — —.— — —,— — — — — — — — — — — — — — — — — —-------------------------—-—-—-— - — - — - — — — — 42'-7" an 338'-2" 16'-10" 31'-10" a18 EIGHT LEVEL - FLOOR PLAN I SCALE: 1/16"=1' REVISIONS: LL p U O O H z OW 0 =)ry Z m W U) LL LU 0 U_ �0 9 _g a > �rL �w iso �U) �L LLm Q 0 Lo w�9_j U � �J m �ULLJ U� Q 0� Cn Q L 00 LL p z Z O O H Q OW 0 =)ry Z m W LL p Z Q J H Q Lu fo% ILL W LL p DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: • Z J O — ILL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: • 10 E ks 342'-1 " (5," 21'-3" 1 21'-3" i 27' i 18'-4" 18'-4" 18'-4" 18'-4" J 18'-4" i 18'-4" 18'-4" 18'-4" J 18'-4" i 18'-4" 18'-4" 18'-4" 18'-4" 30'-2" II o-) m PARAPETO/ AC PARAPETO/ ASC LR `,-REEI�L78' ��CREE8Q------------- -- -- ----- ------ II-------------�- ------------------- II_____________�__ EQU PMENT _-_-_-_-_-_-_- 60 c7p= op c7p= _--------------- 1 y qQ' ---------------- c"'o ---- a) I ----------- 17'-6" 4 '-1 h 17'-4° HARAHE I 8� 7-0" STAT I E STAIR -B I � SCREEN8' p„ AHE k/AU SCREENI I I I I I I I I I I R -A FE I � II g _ N T T I I I I I I I I I I I I I I I I I i�.......,-,- _,_ _,_ _,_ --- -- 24'-5" 18'-10" 246-6" 18'-4" 30'-4" 338'-5" A19 ROOF LEVEL - FLOOR PLAN I SCALE: 1/16"=1' REVISIONS: Lu(D Wiz° ¢z 0 w~ Y(D Y ('j W if wp m J O It 0 M M c'7 Q 0 J IL U O 0 C) H Z M 0 2n kwtLU — C`) co /^' �/ / LL W co U_ 9 .L5 a > rLo � 0 �^ U) v! U6) X U VJ > m Q D 0 LD W < o bU `° J =w °i!z � � m �U U� O� U)Q L 00 It 0 M M c'7 Q 0 J IL IL p } H Z O 0 C) H Q OLU 0 2n kwtLU ryry Z Co W IL p LU Z QW H Q - r) 2n kwtLU IL p DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-9 Q Z 0 o � - DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I © I I I I I I I I I I I I I ©C ROOF LEVEL it 9'-5" $+GF. EIGHT LEVEL °�- -- - - - 9''S"ILII ILII -oF.F. SEVENTH LEVEL. [ 91 -5„ ISI -FIF-1 T -r IF FIT F1 F.F. SIXTH LEVEL = — 9'-5" -OF.F. FIFTH LEVEL [ o 9'-5" F.F. FOURTH LEVEL [ IF ❑ — 9v-511 J -m Fm Fm -oF.F. THIRD LEVEL 9._5.. I © I I I I I I I © I I I I I I -oF.F. SECOND LEVEL 8'-6" -O+OF_OFIRST LEVEL 3'-0" I I I I I I I I I I I I I I I I I �2 EAST ELEVATION - PLAN -10 I I I I ROOF LEVEL 9- 5" 4F.F. EIGHT LEVEL 9'-5" 4F.F. SEVENTH LEVEL. _ I I I I 9'-5" -oF.F. SIXTH LEVEL 9'-5" -oF.F. FIFTH LEVEL 9'-5" -OF.F. FOURTH LEVEL 9'-5" -oF.F. THIRD LEVEL 9'-5" -oF.F. SECOND LEVEL 8'-6" VF.F. FIRST LEVEL +0'-0" T-0" ❑ I❑ © U �a Q Q Z ,- r) Q — MATERIAL / FINISH SCHEDULE A ALUMINUM CABLE RAILING STUCCO - SW7073 SHERWIN WILLIAMS- NETWORK GRAY [C]STUCCO - SW7070 SHERWIN WILLIAMS -SITE WHITE F—D]STUCCO -WITH SCORE LINES SHERWIN WILLIAMS- BROWN [E]STUCCO WITH SCORE LINES SHERWIN WILLIAMS -BRICK RED FF—] TINTED GLASS SCALE: 1/16" = 1'-0" /-1 NORTH ELEVATION - PLAN I SCALE: 1/16" = 1'-0" REVISIONS: It 0 M M (y) Q 0 O J LL U Z Q Q Z ,- r) Q — c1) -' W (o r) LL w c o r U_co m9 0 a > �w So /1 U) -0 X U V J m D o L Q o U = W m F-- c/)Lu � U Q r Co Q L� 00 It 0 M M (y) Q 0 O J LL z� Z Q Q J H Q 0a -' W ILL r) z� Z Q o LL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 0 ROOF LEVEL U Z 9'-5" QJ -oF.F. EIGHT LEVEL H Q +65'-0" � (y) W 9'-5" p -oF.F. SEVENTH LEVEL. '^^ v! 9'-5" -oF.F. SIXTH LEVEL w o 9'-5" -OF.F. FIFTH LEVEL r U_ 9'-5" c -oF.F. FOURTH LEVEL 9'-5" > -oF.F. THIRD LEVEL Lu 9'-5" F.F. SECOND LEVEL T.H. SECOND LEVEL +10`-0" X U �J J 8'-6" < Q F.F. FIRST LEVEL m +0'-0" 31_611 �2 WEST ELEVATION - PLAN �A-11 ROOF LEVEL 9'-5" -oF.F. EIGHT LEVEL +65'-0" 9'-5" -oF.F. SEVENTH LEVEL. 9'-5" -oF.F. SIXTH LEVEL 9'-5" -oF.F. FIFTH LEVEL 9'-5" -oF.F. FOURTH LEVEL 9'-5" 4F.F. THIRD LEVEL 9'-5" -oF.F. SECOND LEVELO COND LEVEL 8'-6" F.F. FIRST LEVEL +0'-0" T_3„ I I I � I I I I I I I I I I I � n I ? L A ❑ C 01 n n l I I I I I © O 7D] F�l nmF _ n� 0nn n� BO�n 0 ni ❑O FD-] F7i nTl 01 STT I� Fli FF F7l 01 F7n I� �I nFl B01 F771 a B -] F] IF] Fm -1 h' �I I El 1:1 17L, LIE0 II FLIII II-" =====;jI LB ° II 11= _ _ II _a- ❑❑ ❑❑ n TTS F7- n l 01 FF F1 F7 B 01 nn I7� 01 © Q©I I© p ©� T�7II ❑❑ 00 F�l,]FF77 ---011M ] n�II 0 min nm�EEB01 �_� 01 © = 1 ©� I II�II� III�I � �1 - - -III FF � © I © 1 � n MITT©M �� ©� �,l ©� �, E Fc ©� �_ ©� F—]F—]A D ae aleallaaal -- El El El as _-- �aea�Blaa El 0- I aa� hI IIS SII 1 F-1 F1 I I mo- n I IIF PF-1II I SI F1 F IIoI� I SI Cr D EDI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T �oo n c � a ❑ ❑ El ❑ ❑ 0 F-� MATERIAL / FINISH SCHEDULE A ALUMINUM CABLE RAILING B STUCCO - SW7073 SHERWIN WILLIAMS- NETWORK GRAY [C]sTucco - sw7070 SHERWIN WILLIAMS -SITE WHITE u STUCCO -WITH SCORE LINES SHERWIN WILLIAMS- BROWN FE STUCCO WITH SCORE LINES SHERWIN WILLIAMS - BRICK RED FF—] TINTED GLASS SCALE: 1/16" = 1'-0" /111 SOUTH E L E VAT I O N - PLAN SCALE: 1/8" = 1'-0" REVISIONS: U � Wco 0 z Q Z 0 d�- w aN Y� wW U � wo fl: I o It 0 M M M Q ry 0 IL U Z < J QJ Z H Q OU � (y) W LL p r) '^^ v! LL w o r U_ c� c > 4krL (y)L� Lu �°o U^ co X U �J J � < Q m < o liz W U o U `� -1 =w � � �� m � c� U Q Cn Q O It 0 M M M Q ry 0 IL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 1 Z < J QJ LL H Q OU � W LL p DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 1 Z Vz < J - O LL DRAWN: PAZ DATE 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 1 EXISTING RESIDENCES �1 SECTION �A-12 III z z O CIO EXISTING SETBACK iL b (STING " EXISTING SIDEWALK PARKWAY 66'-5" CL w Z J (7 z 0 146'-6" 1" -201-011 ASPHALT -p11 PARKING & h -T-6 5" ADITIONAL SETBACK SIDEWALK O LANDSCAPE TO COMPLY WITH 40'-0" - 7'-6" SIDEWALK JAS -0" EXISTING R.O.W M ('7 SEMEN'f Ow H U LL 25'-0" PROPOSED HALF R.O.V EXISTING HALF ROW PROPOSED HALF R.O.W. POOL VI E S + RAMP I j PROPOSED MID -RISE RESIDENTIAL BUILDING 39'-6" 29'-6" 1 ROOF LEVEL 8th FLC)R 7th FLOOR 6th FLOOR 5th FLOOR 4th FLOOR 3rd FLOOR 2nd PARKING LEVEL ROOF DECK + 74.5' 9'-5" PEDESTAL + 65.0' 9'-5" r w 9'_511 z z 91-51, 74 -5" 9'-5" 9'-5" f - 1 9'-5" lst PARKING LEVEL 0.0 SCALE: 3/32" = 1'-0" REVISIONS: F- m N z CE Qz O ¢� W YU) j w w U ¢ w O ¢1 o O C7 M Q 0 u - U Z O Z 111111111ft 0 w 0 Z M ('7 O ry pp J Ow H U LL co Z Z / ) o ILL V W o � co 0 O fl /1 U U) (n - O X U (n m Q 0O 0 W< 0� J Z W< m m O U) Q L O 1 O C7 M Q 0 u - DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 2 Z O 0 111111111ft 0 w 0 Z =) Z Q O ry pp J Ow H U LL Q W Z Z J o ILL DRAWN: PAZ DATE: 4-20-18 PROJECT NUMBER: 14-17 SHEET NUMBER: A-1 2 0 Vr SSX3 SSx3 3r 1 EXWM .m `i t A m �ry f� I 4 rn I 16"x8" TAPPING SLEEVE do 8" G. V. #1 .' _,,... €; 0 00Do , 1 a 0 , � � � CORE EXIST. SAN. MH 0 INV. EL. 2.17 E =/3 ;Js.. .43 :`j iri` ,.r:, '� `.:`>,, .. ., », ti �E 'A'fA e'f:: i'll' n,{;`.:. ia:;'§kr";^i 9h)'x irk;; yii »"'{i L7':Xu ;,fry,.,,., -'JyJi , ?' „i .•3'' +y';'e may, �»;rf';rr,:r•fi"... s;�v '{:3d #'w7: i>=•tu'iwss: `"� .;'`',' ;z: .:i� w' . .:. °wfPr,'. 3 yf",, 4•' #.r 3J' d,.. d'v'; y•,2,T, '';;; F'; r"7 ;F T 7/L. 95`,`„R; �. ,l _ °' � /`✓ iER vt R7. e- `y,� r��/ �- �r •w� �:a»` of / . a - f 0 X_[i — Mn 3," - ,� •,/ '-,f" r"':, i "§�":' ;'`'�_ ' haw.^/'�' , - - ',, h ' w�7,;..,�4a; ---h :,,'i.� W •`,s' r hr - -i'f w, / -�h•, :�^\s:-- `�,�a .r f'4f ^;F.�'?>'i r ,.r:.rr`:»�''vi 1 , 1 , .i, ,'� Fj ,r'��_ cats -._,.EXSS-- .--ifi%�5S- ^... --��...._ i " 3Y" �•� fS< `�' E'i` <" r r � ,,. �. ^,^ <, , "`ti � �N "n�,.� ��'� li s�` f P §Y : igni/N >{t NR Esi: EX'S5 ��" SS {`�i EXIST. � VC SA - .-.^�,... ""''�' rid ah, ,,,®_.._.EXSS— "� � � <„ „� m ...,.�..,,....,_......__,.»..._ 3 --- + h y has r EX yx X •>;, ",�� ..... 4 SS EX55— r _.. ON r "�._.ExSS ;�s-_T - EXw EXWM EXWM .. S F .. .r.� 4 .... ..... �� a C:. CM1 a €`<P El'-E f s ... ,,,. — ,... y Srt ".k wM EXWM Ex WM EXWM f;f < < — rD { lST 6 DIP 0 a EXWM EXWM , !,,` ,, �t :: " ..........„ E %:.: XWM E ::r' f. .. i " s:r f ... , » ..... ............ ,< r ;;..E. 23 LIF, $ DIP ;. i f».. SAN. 00.42% x € SAN. MH #1 x ' r P S RIM EL. 5.80 , ,, / " � ROP TOWNHOUSES INV. EL. -z.z7 w . 1 fry I i 0, F.F.E. 6.00 NAVD '',, ;'. " INV. EL. -0.67 E > I[ I 5-101Jl- RIM EL. 5.70 INV. EL. 4.50E I I Eat t i E sv.,, '" l 74 LF, 18 RCP w/64 LF EXFIL. TRENCrn H II € K PROP. PARKING "" ; 4«.f `D I GARAGE A� M§3." m I le y F.F.E. 6.00 NAVI. w7 $y 3 »k rrr ?- E : p y^^�, t\,> � i�•c 4. 3 .......... .."...................:»: .„"ry„Co zr Ch f i PROP. DRAINAGE WELL xry t r I RIM EL. 5.75 ' x PROP.54T'GRY ; $" FIRE LINE AND $" f ... _......... ......__........_ .................... ..... _..... APARTMENTS ....... x DCDA ` { C E r F.F.E. 6.00 NAVD . 4" WATER METER do RPZ 3 f 3 I E E i , 9/ // /'r:�aiw... K �f' / ,,,,,,, ,,,,,, ,,,,,,,,, ,.:. _... j^� ....{� yr f• v,3lf`e ^'4,J f:: €'#i i"i 4 :: , --7 #J3 P *c✓�N13 s y E r- 03 n Xf') I x'�. �':".. �„,.,, C..✓ Cif �"""' �'»,` «:,.. ,:, �"'' ...:::i r»,3 """.� r ^,i"p",yj,' ry•",x. §"x.:� {,� $"^•",3 �,,:3 ^v y' :.,. �; ';. pia `? 43 Ew a3 :r-: ��,,••YY++++ee E M� , ,h.,+ to � 0 t v`l>' 00 <Z \i3 M PLANS PRODUCED IN ASSOCIATION WITH: EXIST. 8" PVC SAN. EXSS EXSS EXSS EX55 , x',5` X zY <v t4 0 0 10 20 SCALE: 1 " = 20' NOTES: 1. EXIST. UTILITIES, DRAINAGE, & ELEVATIONS BASED ON SURVEY PREPARED BY PM SURVEYING. CONTRACTOR SHALL VERIFY INVERTS, PIPE SIZES, AND STRUCTURE LOCATIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2. ALL LANDSCAPE AREAS ADJACENT TO BUILDING SHALL BE GRADED TO DRAIN AWAY FROM BUILDING. 3. CONTRACTOR SHALL CONFIRM DETECTABLE WARNING REQUIREMENTS WITH BUILDING OFFICIAL PRIOR TO INSTALLATION. 4. WHERE LANDSCAPE/SOD ABUTS BUILDING SLAB, A MINIMUM 3" SLAB REVEAL SHALL BE PROVIDED. 5. MAXIMUM SLOPE FROM TOP OF CURB AND BACK OF WALK TO FINISHED GRADE SHALL BE 4(H);1(V), UNLESS OTHERWISE NOTED. 6. ALL BUFFER, DETENTION, SWALE, AND UN—LANDSCAPED/UNPAVED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED. 7. REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE REQUIREMENTS, 8. ALL CULVERTS LEADING TO EXFILTRATION TRENCH SHALL BE FITTED WITH A POLLUTION RETARDANT BAFFLE (PRB) PER THE ENCLOSED DETAIL. 9. ALL BUFFER & UNPAVED/UNLANDSCAPED AREAS SHALL BE SODDED BY CONTRACTOR, 10. ALL OFFSITE DISTURBED AREAS SHALL BE SODDED BY CONTRACTOR. ALL DAMAGED CURBING, PAVEMENT, STRIPING, SIGNAGE, LANDSCAPING, ETC. SHALL BE RESTORED BY CONTRACTOR. 1 1 , CONTRACTOR IS SOLELY RESPONSIBLE FOR PREPARING MAINTENANCE OF TRAFFIC (MOT) PLANS AND OBTAINING ALL REGULATORY APPROVALS FOR MOT PLANS, COPIES OF APPROVED MOT PLANS SHALL BE PROVIDED TO ENGINEER PRIOR TO COMMENCING WORK. EXSS -- EXWM EXWM EXWM —���,ExwM LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FORCE MAIN EXISTING STORM DRAINAGE EXISTING GAS LINE EXISTING OVERHEAD WIRES EXISTING EDGE OF PAVEMENT McLEOD * i cCARTHY & Associates ExwM ExwM ExwM EXSS ACCESSIBILITY NOTES: EXSS 1. ACCESSIBLE ROUTES SHALL BE CONSTRUCTED TO EXFM EXDN MEET THE REQUIREMENTS OF THE FLORIDA EXDN GAS BUILDING CODE — ACCESSIBILITY. GAS- 2, ALL WALKS CROSSING A VEHICULAR AREA SHALL u— v6 HAVE DETECTABLE WARNING SURFACE (TRUNCATED 0 v DOME) IN ACCORDANCE WITH THE FLORIDA t, BUILDING CODE — ACCESSIBILITY. Lu m 3. CURB RAMP SLOPES AND DIMENSIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT W O OF TRANSPORTATION (FDOT) STANDARD INDEX NO. cn �^ 304, CURB RAMP DETECTABLE WARNING 40 SURFACES SHALL BE TRUNCATED DOME AND Y SHALL BE IN ACCORDANCE WITH THE FLORIDA T BUILDING CODE. CO 4. DETECTABLE WARNING SHALL BE THE WIDTH OF 5 Ln THE WALKING SURFACE AND 3' IN LONGITUDINAL is O LENGTH (DIRECTION OF TRAVEL), DETECTABLE a WARNING MATS SHALL PER THE FDOT APPROVED z UJ Dq PRODUCTS LIST (APL), LATEST EDITION. NOTES: 1. EXIST. UTILITIES, DRAINAGE, & ELEVATIONS BASED ON SURVEY PREPARED BY PM SURVEYING. CONTRACTOR SHALL VERIFY INVERTS, PIPE SIZES, AND STRUCTURE LOCATIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2. ALL LANDSCAPE AREAS ADJACENT TO BUILDING SHALL BE GRADED TO DRAIN AWAY FROM BUILDING. 3. CONTRACTOR SHALL CONFIRM DETECTABLE WARNING REQUIREMENTS WITH BUILDING OFFICIAL PRIOR TO INSTALLATION. 4. WHERE LANDSCAPE/SOD ABUTS BUILDING SLAB, A MINIMUM 3" SLAB REVEAL SHALL BE PROVIDED. 5. MAXIMUM SLOPE FROM TOP OF CURB AND BACK OF WALK TO FINISHED GRADE SHALL BE 4(H);1(V), UNLESS OTHERWISE NOTED. 6. ALL BUFFER, DETENTION, SWALE, AND UN—LANDSCAPED/UNPAVED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED. 7. REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE REQUIREMENTS, 8. ALL CULVERTS LEADING TO EXFILTRATION TRENCH SHALL BE FITTED WITH A POLLUTION RETARDANT BAFFLE (PRB) PER THE ENCLOSED DETAIL. 9. ALL BUFFER & UNPAVED/UNLANDSCAPED AREAS SHALL BE SODDED BY CONTRACTOR, 10. ALL OFFSITE DISTURBED AREAS SHALL BE SODDED BY CONTRACTOR. ALL DAMAGED CURBING, PAVEMENT, STRIPING, SIGNAGE, LANDSCAPING, ETC. SHALL BE RESTORED BY CONTRACTOR. 1 1 , CONTRACTOR IS SOLELY RESPONSIBLE FOR PREPARING MAINTENANCE OF TRAFFIC (MOT) PLANS AND OBTAINING ALL REGULATORY APPROVALS FOR MOT PLANS, COPIES OF APPROVED MOT PLANS SHALL BE PROVIDED TO ENGINEER PRIOR TO COMMENCING WORK. EXSS -- EXWM EXWM EXWM —���,ExwM LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FORCE MAIN EXISTING STORM DRAINAGE EXISTING GAS LINE EXISTING OVERHEAD WIRES EXISTING EDGE OF PAVEMENT McLEOD * i cCARTHY & Associates ExwM ExwM ExwM EXSS EXSS EXSS EXFM EXFM EXFM EXDN EXDN EXDN GAS GAS GAS- OHw m Z 0 a. U V) w 0 Z 0 IL W U V) w 0 uj Lu c CA E \\\\'J/// U l�I V) u— v6 0 v ui t, Q Lu m 0 Lua Lu W O cn �^ Y Y T Cn CO Z 5 Ln w is O 4 a z UJ Dq T Q J O cri 0 Co RR #01-16 FL CA No. 30827 ,-i sWc o I.- � —i c7i ¢ w d U 4 O in O O w w Q 0 m Z 0 a. U V) w 0 Z 0 IL W U V) w 0 CONCEPTUAL ENGINEERING PLAN ;'77',AV, ICON BUILDING FT. LAUDERDALE, FL 4/5/18 Richard Reikenis Florida P.E. No. 26978 SHEET C 1 n OF 5 ! CA E \\\\'J/// U l�I V) u— v6 � Lu Q � Z Lu m 0 Lua Lu cn �^ F J LO CD T Cn CO Z 5 Ln O W c6 r z UJ Dq T w J O cri 0 Co RR #01-16 FL CA No. 30827 CONCEPTUAL ENGINEERING PLAN ;'77',AV, ICON BUILDING FT. LAUDERDALE, FL 4/5/18 Richard Reikenis Florida P.E. No. 26978 SHEET C 1 n OF 5 FRAME AND GRATE BRICKED �! TO GRADE BY CONTRACTOR H� VARIES za ' E �L N .-I I I C I I E L A B F CATCH BASIN (SEE TABLE FOR DIMENSIONS) TOP SLAB FOR CATCH BASIN E TH15 SHEET H 2" CLR. G t SECTION (SEE TABLE FOR DIMENSIONS) THIS SHEET F L F THIS SHEET TOP SLAB FOR MANHOLE ` H r----- 24"0 -'I 2" CLR. C SECTION NF1 (SEE TABLE FOR DIMENSIONS) T H I S S HE ET A I B I C I D JQ,C.E.wI F I C IC.0 E.wJ S-6"• 4" 8' 478 J4 O 12" C-8"• 4'-2"4 +4 0 6" ASTM 31-0 6" C -47b +� 4 0 12" V-0`6 4'-6"• j4 O 6" 8" 40 6' 8" ASTM C-478 14 0 12" 6'-0'• 5'-0"• 14 O 6' 4 • b" 8" A5TA1 j4 O 12" 6'-4.0 V-4"0 14 0 V C-47$ V-0'• 8' 8" 474 15 O 12" 7'-4'0 V-4"• j5 O 8' 6'-0"• 6" b• 0478 15 0 6" 8'-0`• T-0"• 00 6" AST u 6'-0"• $' 8" C-478 /5 O 6" $'-4 • Y-4'• 15 O 6" T-0`• 8" 8" �j$ �5 0 6" V -4'O 8'-4'0 /5 0 6" V-0'• 10' 10' C-475 7S j5 0 6" 10'-8'• 9'-8'i l6 0 6" 10-0"0 12' 12' X478 JS 0 6' 12'-0" SQ. 12'-0'• j6 0 6' INLET NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED, ALL SUCH MATERIAL MUST BE REMOVED DOWN TO SATISFACTORY MATERIAL AND BACKFILLED TO SUBGRADE WITH CLEAN SAND. INLET TYPES: INLETS ARE TO BE CONSTRUCTED TO THE DIMENSIONS SHOWN IRLON. INLETS RECEIVING PIPE LARGER THAN 42" DIAMETER SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARDS MATERIAL: INLET WALLS AND BASES MAY EITHER BE CAST -IN-PLACE CLASS I, 2500 P.S.I. CONCRETE OR PRECAST CLASS II, 4000 (MIN.) P.S.I. CONCRETE. CIRCULAR CATCH BASIN (ON—SITE) FRAME AND GRATE BRICKED �^ TO GRADE BY CONTRACTOR C _ r� • GJ D--•, B VARIES E z� 3 2 r D / F --- F--3" d U7 N Cl— I 1.` .I - - CATCH BASIN (SEE TABLE FOR DIMENSIONS) E \—ADDITIO REINFO N J24" BARS 37' L>AL RE THIS SHEET -- B+2D TOP SLAB FOR CATCH BASIN G- % n?' CLR. SECTION (SEE TABLE FOR DIMENSIONS) T H I S S H E ET A I B, C D I E* ` F* ` G* a co En Y v' S-6" S-6" 8" 6' 14 0 12" J4 0 9' 14 O 6" 4'-0• 4'-0" 8" 6" 14 0 12" 14 0 9- 14 0 6- 4'-10" 5'-0" 8" 8" J4 0 12" /5 0 12" 15 0 6" 6'-0" V-0' 8"e" 14 0 12- V #4 0 6" H #6 O 12' #6 O 6" 8'-0" V-0" 10" 4012'W 1 0 6" H 16 0 12" 06 0 6" 10" 4 0 12- V 8" 14 0 6" H J6 0 6" 17 0 6' 4'-6• S. 8" 14 0 12' J4 O 12` 14 0 6" 3'-6" 6'-0" 8" i.4012 V 5012` j506' 8" a 0 6m H j4 4'-0' V-0' 8" 8' 0 6? H %5 0 12' /5 0 6" a 4 1412' 12' V 4 O 6" H 15 0 ,2' �5 0 6' 4'-0" 8'-0" 8" 8" 4012"V 4 0 6' H '5 0 12" �5 O 6" 5'-0" 7'-0" 8' 14012'V 8" 4 0 6" �I5 O 12" #5 O 6" 14017 W-0" 8'-0' 8" V 6012" X606" 8' 14 0 6" H 6'-0" 12'-0" 8" #4012"V 6012" X606" b" 14 0 6' H 24" SUMP MINIMUM INLET NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4". FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED, ALL SUCH MATERIAL MUST BE REMOVED DOWN TO SATISFACTORY MATERIAL AND BACKFILLED TO SUBGRADE WITH CLEAN SAND. INLET TYPES: INLETS ARE TO BE CONSTRUCTED TO THE DIMENSIONS SHOWN HEREON. INLETS RECEIVING PIPE LARGER THAN 42" DIAMETER SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARDS MATERIAL: INLET WALLS AND BASES MAY EITHER BE CAST -IN-PLACE CLASS I, 2500 P.S.I. CONCRETE OR PRECAST CLASS 11, 4000 (MIN.) P.S.I. CONCRETE. RECTANGULAR CATCH BASIN (ON—SITE) USF 230 -AB -M RING & COVER 30-1/4" , (OR EQUAL) �1L r 7„ BRICK TO GRADE 2 BRICK MIN. 1 4 BRICK MAX. ON-SITE MANHOLE FRAME & COVER NTS EXIST, GROUND REMAINING BACKFILL PLACED ...,`. AND COMPACTED PER APPROPRIATE .,,,....•...'~1 IN•y SPECIFICATIONS. 6" MAX. SIZE. / GRANULA R BACKFILL PLACED M{/i/. ,I AND COMPACTED TO MINIMUM 98% 12 12",4;= OF MAXIMUM DENSITY. 2 MAX. SIZE. ,MIN. MIN: BEDDING MATERIAL COMP 98% z_ NOTES: # 1. BEDDING SHALL CONSIST /OF IN-SITU GRANULAR MATERIAL OR WASHED SUCHGASDMDUCK, DEBR�IS3AND LARGER' ROCKGSHALLUBEBREMOVEDITU MATERIAL S 2 APPROPRIATEACOBE MPACT FULLY UNDER SUPPORTED PIPE HAUNCHES LENGTH WITH 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4, BACKFILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. 5. SEE GENERAL NOTES FOR PIPE BACKFILL BENEATH PROPOSED PAVEMENT. TRENCH DETAIL N.T.S. CONNECTION STRUCTURE PAVEMENT w a O SEE PLAN . DETAILS a co En Y v' 0- Cn Y_ W j:�, FOR STRUCTURE SPEMCATIONS, -. • • a WRAPFABRIC-• •- BIR FABRIC- 2 PROVIDE OVERLAP.- () LAP -TYPE NNECT N 0 •w• iw• i•w w aw••-w�wri�.•w�� i•.��-w•.••i�-w�••i-•• ••_�-•� w�.•-wiw��ai••�•,i•a- �w••i•s a 4 .1 •'•• w• •�w •••••`•• PERF.SOLID HDPE co ELEV. PER Lei • w+wwte•wi 1 PLAN(j) a 24" SUMP MINIMUM V TO • cRuSHED TONE•••w z_� a c U LU 00 AREA OF CLEAR PIPE z O O NO STONE CROSSTRENCH SECTION Lu LONGITUDINAL SECTION z LLJ CC NOTES:• - • OF • OF DRY DENSITY PER ASTM D-1557. ON-SITE . TRENCH DETAIL m 1/2 ROUND CAP BOLTED TO BOX (PIPE DIA. + 12"); TOP OF BAFFLE TO BE A MN. 3" ABOVE PIPE CROWN INLET PER ADJACENT DETAIL .. "y 18" HDPE 18" HDPE SEE DETAIL A 18" MIN. SIDE VIEW A i THIS SHEET FO P 111 rn IT I FRAME AND GRATE FRAME AND GRATE I.0 L 0 ' 5! BAFFLE WALL EL. 7.00 [5.49] 24" DIA. .5' WELL .5' - --�_ — '— T_ ;- x1l N EL. 2.50 (0.99] SOLID PLATE TO BE WELDED TO 3/8" RED HEAD (6" LONG) TOP OF BAFFLE TED TO BOX; /2" NEOPRENE 1/2 ROUND CAP BOL CONTINUOUS (TYP } 3/8" X 5 1 /2" BOLT (BETWEEN WALL & a CL ANGLE) —1 /2 ROUND C.A.P. x 3" x 1/4" ALUMINUM TOP VIEW\ SEE DETAIL A ANGLE DETAIL A NOTE: BAFFLE TO BE USED ON ALL PIPE INVERTS CONNECTING TO EXFILTRATION TRENCH. POLLUTION RETARDANT BAFFLE (PRB) DETAIL N.T.S. 1.5 SECTION A- A • PLANS PRODUCED IN ASSOCIATION WITH' McLEOD • WCARTHY & Associates CPv (� ENC1x1P E -YRS 'w am&. PIPE IN Mom Y1A,bQ'f MILL BOIIRBM }�1 MOT,HELL Gkbl" F4118E�l19E SLIP FIT INIM9 o 1-jr0A. ak VOIY MIF mp 7'0 pf% ki, . PLAN 24MUL 41PC 9wn0N "F:t.. Ww I COMTt CIPTAIL DRAINAGE WELL STRUCTURE DETAIL PAVEMENT SECTION REQUIREMENTS TYPE WEARING SURFACE BASE 6" THICK (3,000 PSI) WITH N/A CONCRETE PAVEMENT JOINTING PER ACI 330. (ON-SITE) JOINTING PLAN TO BE SUBMITTED PRIOR TO POURING CONCRETE 1.5" THICK S -III A.C.S.C. ASPHALT PAVEMENT (2 -LIFTS) (ON-SITE) 8" THICK LIMEROCK BASE (LBR 100) COMPACTED TO 98% AASHTO T-180 DENSITY & PLACED IN 4" MAX. LIFTS. SIDEWALK: 4" THICK CONCRETE (3,000 PSI). SIDEWALKS CONCRETE TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE. CONTROL JOINTS TO BE SPACED 5' ON CENTER. ISOLATION JOINTS REQUIRED WHERE SIDEWALK ABUTS BUILDING, EXISTING PAVEMENT, OR OTHER STRUCTURES. SUB -GRADE 12" THICK, COMPACTED TO 98% MAXIMUM DRY DENSITY A.A.S.H.TA. T-180 (LBR 30) 12" THICK, COMPACTED TO 98% MAXIMUM DRY DENSITY A.A.S.H.T.O. T-180 Ln V w a O cz v, atn a co En Y v' 0- Cn Y_ W a C") 8J () © N 0 4 G = U a 4 Lu Lei J t,} •c W a V H Cn z_� a c U LU 00 z O O U Lu z LLJ CC m CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL z 0 a U N W 0 0 f1 0 I) w 0 tWr1 Q C") 8J () U- vi - Lui z Lu J t,} •c W a V H Cn z_� J c U LU 00 z O ~ M 1O U Lu z LLJ CC Q W J O uj 0 m RR #01-16 FL CA No. 30827 1 ,� /5/18 Richard Reikenis Florida P.E. No, 26978 SHEET C2.1 OF 5 * PLACE IN CENTER Or SID ALK: WHERE NO SIDEWALK EXISTS, SIDEWALK R/W LIME-,,, PLACE 2 1/2' FROM R/W LINE -METER BOX *SEE NOTE 2 :1-4 ERPCK. /-DOUBLE STAINLESS STEEL e,m&m rnktm-mLe 0 So ' r�j"Lj 1% SEE NOTE 3 STYLE F-202, OR EQUAL. CLOSE OPENING POLY TUBING 0 CASING, SCHEDULE 40 (TO EXTEND V 13EYOND E.O.P.) POR ALL SIZE CROSSINGS. POLYETHYLENE WATER SERVICE PIPE " BEND UNION (34 }8 ASTM 2737 SDR9) WITH A 12 (11"X1" FOR `1* 0 GAUGE COATED COPPER WIRE METER) SINGLE -STRAND WRAPPED AROUND I POLYETHYLENE SERMU.-d CORPMTICN STOP, BRASS AWWA I.P7HREokD AT INLET AND CONDUCTIVE COMPREMON CONNECTION, FOR CTS 0,D, TUBING "MUELLER" B-25028, INCLUDING THE STAINLESS STEEL LINER. *MUELLER" 50041 (FOR 2—INCH), 508139 (FOR 1 —INCH), 504386 (FOR 1—INCH), OR APPROVED EQUAL. ham I. GROUND KEY ANGLE METER STOP,CONDUCTiVE COMPRESSION FOR CTS O.D. TUBING. X METER FLANG::E TBV TURN CHECK -LOCK WING "MUELLER" H-14277, FOR 2-fNCH INCLUDING THE S'T'AINLESS STEEL LINER, "MUELLER' 506141 (FOR 2 -INCH) OR APPROVED EQUAL, AND MUELLER 110 COMPRESSICN CONNECTION. 2, METER BOXES FOR 5/8, 3/4, AND 1 INCH METERS SHALL BE THE OKIE DONDE #690-40-290282 MEDIUM BOX AND 890-40.-260257 MEDIL;M LID OR EQUAL, 3, CONNECT ANGLE VALVE TO EXISTING DIETER WHERE APPLICABLE, TYPICAL WATER SERVICE INSTALLATION (�!o) -ALL POLY SERVICE LINES I)JI, POLY TUBING MUST BE WRAPPED WITH PETER BOX #12 COPPER WIRE P� ATrACHED TO CORPO .0 RAT STOP AND METER 3011: q ANGLE STOP SIDE I OT.......4f...... PROPERTY LINE LINE SINGLE NEW SERVICE PLAN METER 13OX CTYP.) ANGLE STOP ALL POLY SERVICE LINES MUST BE WRAPPED WITH #12 COPPER MIRE ATTACHED TO CaRPORATION S70P AND METER, 2* POLY 2" TAtP TUBING SIDE, 1 LINE (TYP) LINE PROPERTY NOTE 1 t lNr l*Xl"Xl" COMPRESSION COUPUNG BRASS WYE FOR WATER SERVICE LINE 1, KEEP 1VT WYE AS CLOSE AS POSSIBLE 70 MIETER BOX. DOUBLE NEW SERVICE PLAN MR 5' EIDE ALK 8 " GAT E nRE WDMW VALVE PER SPECIFICATION MECHokNICAL RJ TEE 4' PIAL FIRE HYDRANT PENH SPECIFICATION (1) 4 1/2� NS.T,— t GRADE —\ it: 0 2 1/2' N.S.T. VkVE BOX 8"' GATE VALVE mill" SEE NM 2 ALL R.J. D.I. PIPE FlX,VATION N om, t ACTUAL LOCATION OF FIRE HYDRANT TO BE DECIDED IN THE FIELD WITH ENGINEER'S APPROVAL. 2, KEEP VALVE AS CLOSE AS POSSIBLE TO THE HYDRANT. BLOWOFF FULL DIAMETER 45' BEND GATE VALVE TEMPORMY ALL R.J. D.I. PIPE FILLER SPACER D.I. SLEEVE (LONG) EXISTING WATER MAIN NOTES: 1. UPON COMPLETION OF THE PIPE INSTALLATION FOR AlY. SECTION, THE MAINS SHALL BE SWABBED AND FLUSHED TO REMOVE: DIRT AND ANY 07HER FOREIGN MATTER BY ACHIEVING A MINIMUM VELOCITY OF 2,5 FEET PER SECOND IN THE PIPE. TEMPORARY FITTINGS, PIPE, ETC. MAY BE KEEDED M FACILITATE FLUSHING. 2, INSTALL A 45' BEND AND ASSOCIATED PIPING AS SHOWN TO DIRECT THE FLUSHING WATER AWAY FROM THE 14MEDIXTE WORK AREA AND EXERCISE DUE CARE SO AS To ENSURE THAT THE WATER USED IN FLUSHING DOES NOT CAUSE A NUISANCE OR INFLICT PROPERTY DA"E. 1 SENDS AND PIPING SHALL BE THE SAME SIZE AS THE LINE TO BE FLUSHM. 4. PRIOR TO THE ACTUAL LINE FLUSHING OPERATION, THEE CONTRACTOR SHALL PROPERLY NOTIFY THE CITY INSPECTOR OF SUCH INTENDED WATER USE. 5. NC EX187ING VALVES SHALL BE TURNED ON' OR OFF, EXCEPT BY AUTHORIZED CITY PERSONNEL, 6. FLUSHING SHALL NOT BE ACCOMPUSHED WITHOUT THE ACTUAL PRESENCE OF THE CITY INSPECTOR. 7. AFTER THE UNE UNDER CONSTRUCTION HAS BEEN SUCCESSFULLY FLUSHED THE CONTRACTOR SHALL REMOVE THE TEMPORA( Y PIPING ARRANGEMENT AND PROCEED WITH THE REMAINING CONSTRUCTION AS SPECIFIED. 8, THERE MAY BE SPECIAL REOU[REMENTS FOR FLUSHING PIPE LARGER THAN 12" DIAMETER. TYPICAL WATER 301 FLUSHING CONNECTION AND SERVICE BLOW OFF DETAIL FROM PLIMP 3/4.� GATE VALVE EXISTING GRADE 3/4" DIA. MIN., TYPE :*K" COPPER, OR APPROVED EQUAL AO PLUG fCORPORADON STOP , WATER "N UOUELE STRAP SAI)tLE NOTE., AFTER: TESTS REMOVE 3/*" TUBING AND INSTALL PLUG ON CORPORATION STOP. TYPICAL BACTERIOLOGICAL X04 SAMPLING POINT AT INTERMEDIATE POINTS PIRV WnIMMT GATE VALVE OR TAPPING VALVE W/VALVE BOX TE VALVE I" CHECK VALVE 2" PfPE OR 2" HOSE 4 "14" v- VENT L—GATE 'VALVE W/VALVE I?OX 2' CORP STOP .1 .......................n .. ir t ............ . .... 41I.T73 -mr " 17-7APPING EXISTING TEE OR 3/*0 CORP, SADDLE TAPPING SLEEVE STOP NOTE: AFTER TESTS REMOVE 3/4" TUBING AND 2` GALVANIZED PIPE AND INSTALL PLUGS ON CORPMInON STOPS. FILLING CONNECTION 305 -GA7E VALVE METER GAUGE. 0-300 P.S.I. 4* DIAMETER '-COUPLING N GATE CHECK VALVE VALVE NOTE: PRESSURE TEST 70 LNCLUDE SERACES TO ANGLE STOP. TO TEST LINE -GATE VALVE PRESSURE TEST DETAIL 8 WATTS 909 OR EQUAL STD, STAINLESS STL, REDUCED PRESSURE BACKFLOW U-SOLT. WRAP PIPE PREVENTION DEVICE AND SALL W1 NEOPRENE AT V VALVES BOLTS (TYP.) 6" PIPE NIPPLE PIPE SUPPORT 1 VALVE W1 2'x 2x 1/4 1 CAM LOCK ALUMINUM ANGLE (Typ.) 3/4"' HC 5E ISIS TYPE 'W CCPPER PIPE--,,. 12- MfN, 16 " MAX Vx Yx 3/8" THICK BRASS 18 ALUMINUM PLATE COVER k4l N. (TYP.) ,,—CONCRETE 4 SLAB 3/D3- - STAINLESS STL. 8 WEDGE TYPE CONC. EXPANSION ANCHOR 1 1/2" SALL VALVE �l 1/2- PVC (2 REOD.) W/ VALVE PIPE SLEEVE Box 1 1/2' POLY7LIBING 1 1/2- 9 1` 13USHING REDUCED PRESSURE BIFLOW (307� PRE `EI WITH HOSE CONNECTIOW'-� FOR LIFT STATION . .. ... .... .. . .. ... GRADE .................. -N .. ......... VALVE BOX I I I rJ7 V GATE VALVE �,,,. __ — x 6" R-1 D.1,P. WM," NEW So GATE VALVE (PLACE V FROM FIRS HYDRAhT) 6' R.I. D.I.P. W.M. NOTES-,. I. RECONNECT EX$TiNG FIRE HYDRANT TO NEW WATER MAN. 2. KEEP VALVE AS CLOSE AS POSSIBLE TO THE HYDRANT. 3, WHEN FIRE HYDRANT "TEE" IS ON P-V.C. PIPE RUN, CONSTRUCT 1 LENGTH OF D.I.Pr (R.J.) PIPE ON EikCH SIDE OF FIRE HYDRANT "TEE". RELOCATE OR CONNECT EXISTING FIRE HYDRANT I mr PLANS PRODUCED IN ASSOCIATION WITH: McLEOD* McCARTHY & Associates C:V :l E N Cy I N f,. r- R � CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL Lj LLJ uj x La uj 41 C) .. . ......... . ........... . LLJ 0 0 U) < Co 4- c PLANS PRODUCED IN ASSOCIATION WITH: McLEOD* McCARTHY & Associates C:V :l E N Cy I N f,. r- R � CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL Lj LLJ uj x La uj C) LLJ 0 0 U) < Co 4- c 0 0- < Z LJJ a) --D E mr - t 1 v Lu o cn otfo 0 o) -ac a- z 0 < ............ NO. OF SMTS,-00 mmm � � cn 0 ............ M CL XXXXX-001-010WATR I?= NO. 04-000-00 PLANS PRODUCED IN ASSOCIATION WITH: McLEOD* McCARTHY & Associates C:V :l E N Cy I N f,. r- R � CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL V) 0 :i U V) Ld 0 E 0 u - vi UJ 0 Lu < Lu 0 z M Z z Wa- co Lu Z CDul zE00 D Locv) 0 U) (.5 LLT co co Go z Lu (D Lu 0 C) co RR #01-16 FL CA No. 30827 14/5/18 Richard Reikenis Florida P,E. No. 26978 SHEET OF 5 uj La uj CD Co zuj z CD Lu uj _j u -ac w La < Vi � � cn ¢ M CL uj Lil LD L) < 05 < w V) 0 :i U V) Ld 0 E 0 u - vi UJ 0 Lu < Lu 0 z M Z z Wa- co Lu Z CDul zE00 D Locv) 0 U) (.5 LLT co co Go z Lu (D Lu 0 C) co RR #01-16 FL CA No. 30827 14/5/18 Richard Reikenis Florida P,E. No. 26978 SHEET OF 5 FRAME AND GRATE BRICKED TO GRADE BY CONTRACTOR � I HJ VARIES D v Vf / E " 6 E L A C r CATCH BASIN (SEE TABLE FOR DIMENSIONS) TOP SLAB FOR CATCH BASIN TH15 SHEET H +F2" CLR. ! - G SECTION (SEE TABLE FOR DIMENSIONS) THIS SHEET F L TOP SLAB FOR MANHOLE F THIS SHEET IHS 24"0 2" CLR. C 1 G I t SECTION (SEE TABLE FOR DIMENSIONS) THIS SHEET A B I C I D L. C - E* W] F I G IC,C E.W1 Y-6`0 4" 6" ASTM C-478 114 0 12" 4'4"6 4'-2"• 14 0 6- ASTM 6' 8' 478 14 O 12" 5'-0'f 4'-6"f 14 0 6' 4'f 6" 8" ASTm 0-478 14 0 12" 6'-0"f 5'-0"f 14 0 6" 4'0 8" 8" C�--478 14 0 12" V-4'6 5'-4'6 /4 0 6' 8" 8" ASTM 5'-0"f C-478 15 O 12" 7'-4'e 6'-4`0 15 0 8' 6'-0"f 6" 8" C-478 15 0 6" 8'-0"f 7'-0"f 15 0 6' 6'-0"f 8' 8' CASTM 15 O 6" 8'-4"f 7'-4"e 15 O 6" ASTM 7'-0"f 8" 8' C--478 15 0 6" 4'-4"e 8'-4"0 15 0 6` 8'-0"f 10' 10' ASTM "f " C-478 15 0 6" 10'-8'f 9'-8 16 0 6 10-0'e 12' 12' 478 15 0 6' 12'•-0" SO. 12'-0.6 16 0 6' INLET NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4 FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED, ALL SUCH MATERIAL MUST BE REMOVED DOWN TO SATISFACTORY MATERIAL AND BACKFILLED TO SUBGRADE WITH CLEAN SAND INLEI TYPES: INLETS ARE TO BE CONSTRUCTED TO THE DIMENSIONS SHOWN HE17 ON. INLETS RECEIVING PIPE LARGER THAN 42" DIAMETER SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARDS MATERIAL: INLET WALLS AND BASES MAY EITHER BE CAST—IN—PLACE CLASS 1, 2500 P.S.I. CONCRETE OR PRECAST CLASS 11, 4000 (MIN.) P.S.I. CONCRETE. CIRCULAR CATCH BASIN (ON-SITE) USF 230 -AB -M RING & COVER 30-1/4" (OR EQUAL) 7" BRICK TO GRADE 72 BRICK MIN. 4 BRICK MAX. ON-SITE MANHOLE FRAME & COVER NTS �FRAME AND GRATE BRICKED TO GRADE BY CONTRACTOR Cr G� VARIES z E� . 2a � c=n F C E L.. + 24" a CATCH BASIN (SEE TABLE FOR DIMENSIONS) REINFO BARS 37 INAL RCING E THIS SHEET " B+2D TOP SLAB FOR CATCH BASIN CLR. t SECTION (SEE TABLE FOR DIMENSIONS) T H I S S H E ET A I B I L I D I E• I F* I G* /5/18 Y-6" 3'-6. S. 6" 14 O 12" 14 0 9" 14 0 6" 4'-0' 4'-0' S. 6" 14 0 12" 14 O 9" 14 0 6- "4' 4'- 1 D' -ID' 5'-0' 8" 8' 14 0 12" 15 0 12' 15 0 6- 6'-0* 6'-0" 8" 8" 14 0 12- V 4o6"rV 16 0 12" 16 0 6' 8'-0" 8'-0" 10" 8" 0 4 4 0 612'" H 16 0 12" 16 0 6" 10'-0' 10'-0" 10' 8" 4 O 12- V 1406'H 16 0 6" 17 0 6" 3'-0" 4'-6" 8" 8" 14 0 12' 14 0 12" 14 0 6" V-6` 6'-0` B` 8' 14 0 12- v 4 0 6' H 15 0 12' 15 0 6" Y Y 4 0 12" V 4 " ' -0" V-0 8 " 8 ' 4 s" H 15 O 12 15 0 6" ` Y-6" 8'-0" 8" 8" �o 4 0 12- v 406"H 15 0 12" 15 0 6' 4'-0 8.-o. 8" 8" 4 #4 0 61"2 H- V O 15 0 12' 15 0 6" 5'-0' 7'-0' 8' 8" 4 0 1 2- V 406 H 1 5 0 12' 15 0 6- 6'-0" 8'-0" 8` 8' i4 0 6? -H 16 0 12" 16 0 6" fi'-0' 12'-0' 8' 8" 14 0 12" V 140 6' H #6 0 12" 16 O 6' J O INLET NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4", FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED, ALL SUCH MATERIAL MUST BE REMOVED DOWN TO SATISFACTORY MATERIAL AND BACKFILLED TO SUBGRADE WITH CLEAN SAND. INLET TYRES: INLETS ARE TO BE CONSTRUCTED TO THE DIMENSIONS SHOWN HEREON. INLETS RECEIVING PIPE LARGER THAN 42" DIAMETER SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARDS MATERIAL: INLET WALLS AND BASES MAY EITHER BE CAST -IN-PLACE CLASS I, 2500 P.S.I. CONCRETE OR PRECAST CLASS II, 4000 (MIN.) P.S.I. CONCRETE. RECTANGULAR CATCH BASIN (ON—SITE) EXIST. GROUND `` • ` � REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS. 6" MAX. SIZE, NP ATEDFITO PLACED ANDCOMMINIMUM 98% 1•F2 ' 12' J' OF MAXIMUM DENSITY. 2 MAX. SIZE. BEDDING MATERIAL 98% COMPACTION. `°i6;;.lpi;.;:t ',.,,Ei?,,,,i:"s'...:.:3 ..,',: 33;,,,:33',:•,; .. - Z_ NOTES: 1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. 5. SEE GENERAL NOTES FOR PIPE BACKFILL BENEATH PROPOSED PAVEMENT. TRENCH DETAIL N.T.S. CONNECTION SEE PLAN MW DETAILS Aj FOR STRUCTUIRE SPEC11FICATIONS. D.O.T.WRAP TRENCH IN APPROVEDWRAP FABRIC & cli PROVIDE • - • •- • 204 • • • • • •-•-•-•-•-•-•-•-•-w-•-�- -w-. f • r ' PERF.wri ii•i i•HDPE PER .. MINIMUM``� •si•i•i•it CIA • i•i �•.•.•.w.� • • 3' TAPER 31 AREA OF CROSS140 STONE TRENCH • LONGITUDINAL• NOTES:- - OF OF DRY DENSITY EXFILTRATION TRENCH DETAIL 1/2 ROUND CAP BOLTED TO BOX (PIPE DIA. + 12"); TOP OF BAFFLE TO BE A MIN. 3" ABOVE PIPE CROWN INLET PER ADJACENT DETAIL 18" HDPE 18" HDPE SEE DETAIL A 18" MIN. SIDE VIEW SOLID PLATE TO BE WELDED TO 3/8" RED HEAD (6" LONG) TOP OF BAFFLE 1/2" NEOPRENE 3/8" X 5 1/2" BOLT 1/2 ROUND CAP BOLTED TO BOX; CON I INUOUS (TYP.) (BETWEEN WALL & a W ANGLE) '�— 1/2 ROUND C.A.P. 2 1/2 x 3 x 1/4" ALUMINUM SEE DETAIL A ANGLE TOP VIEW DETAIL A NOTE: BAFFLE TO BE USED ON ALL PIPE INVERTS CONNECTING TO EXFILTRATION TRENCH, POLLUTION RETARDANT BAFFLE (PRB) DETAIL N.T.S. i I PLAN VIEW CA THIS SHEET Jr W I Il v v m FRAME AND GRATE FRAME AND GRATE I� I.:D 1 r r 6' BAFFLE WALL EL. 7.00 [5.49] — . 24" DIA. .5' WELL .5' 1.5' x Q N EL. 2.50 [0.99] SECTION A -A PLANS PRODUCED IN ASSOCIATION WITH: 'ICLEOD * WCARTHY & AsSOGiates w BTLEL PIPE L IN mom M1iLb90 70 WALL BCAmN "n ow waL C,A0m FOR SEGM"FTi EA Va-f W =p TQ Plr@ PLAN se aim PIPS 8EC11DN ! ,2s:1 ipm 1 n"T'F rMAL DRAINAGE WELL STRUCTURE DETAIL PAVEMENT SECTION REQUIREMENTS TYPE WEARING SURFACE BASE 6" THICK (3,000 PSI) WITH N/A CONCRETE PAVEMENT JOINTING PER ACI 330. (ON-SITE) JOINTING PLAN TO BE SUBMITTED PRIOR TO POURING CONCRETE 1.5" THICK S -III A•C.S.0 ASPHALT PAVEMENT (2 -LIFTS) (ON-SITE) 8" THICK LIMEROCK BASE (LBR 100) COMPACTED TO 98% AASHTO T-180 DENSITY & PLACED IN 4" MAX. LIFTS. SIDEWALK: 4" THICK CONCRETE (3,000 PSI). SIDEWALKS CONCRETE TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE. CONTROL JOINTS TO BE SPACED 5' ON CENTER. ISOLATION JOINTS REQUIRED WHERE SIDEWALK ABUTS BUILDING, EXISTING PAVEMENT, OR OTHER STRUCTURES. SUB -GRADE 12" THICK, COMPACTED TO 98% MAXIMUM DRY DENSITY A.A,S,H.T.O, T-180 (LBR 30) 12" THICK, COMPACTED TO 98% MAXIMUM DRY DENSITY A.A.S.H.T.O. T-180 CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FIL z 0 H a U V) W O H a_ U V) W 0 � /5/18 r Florida P -E. No. 26978 fn 00 � W v U otn Vi Vi W EL LIJ 2 U Y Y Z a 5 In rn v Ln ao LL! Vf � � Z Lu Q T 0 J O z RR #01-16 w 0 w U CL ui CL w CL ttA 0 O Q U F Q D } m z 0 H a U V) W O H a_ U V) W 0 J Q � /5/18 r Florida P -E. No. 26978 fn u -to W v U Z m W EL LIJ LLz J o T H00 Z a 5 In rn U ao LL! Z Lu Q T Lu J O 0 co RR #01-16 FL CA No. 30827 J Q � /5/18 Richard Reikenis Florida P -E. No. 26978 SHEET C2.1 OF 5 LEGEND �SY ROI.,. DESCRIPTION ® WATER METER SOX EXISTING VALVE PROPOSED VALVE O FIRE HYDPANT 0 BENCH MARK '� TREE NBC NAIL IN BOTTLE CAP NIA NAIL IN ASPHALT ft GAS LINE - WATER MAIM ----BT °°° BURIED TELEPHONE --T TELEPHONE - UNDERGROUND ELECTRIC --FM FORCE MAJN --OF+- OVERHEAD WIRES -Ca CATV- CABLE TELEVISION l+ -- CHAIN UNK FENCE -- WOOD FENCE 1'1 EXISTING ELEVATION SOIL BORING LOCATION MARK ••••- -- SOIL TYPE SEPERATION MARK W4TM AYq'T'r= A NMF - PIPF n„I,p,i 1. Duoatller Iran water main pipe shall corfoarm to the requirements of A.N.S,I./ A.W. .A. 0-151/A. 21.51-02 and lined and ccaoateFd per A.N.S.>./A.W.W.A.. C -104/A-214-.03. 20' and smaller pipe shall be pressure. alas@ 350; 2.4" and larger, pipe ehral'i be pressure close 250. 2. All DIP shall have adequate proteclirre measures against corrasion and it @'hall be used only If as deterrmined by the design angi"er, based on field conditions. 3. Ail DIP shall be Installed in accordance *1th A.N..S.I./A. .W.A.. C-600-29, or latest, r'eAsian. PIPE I.V.C. 4. Al P.V.0. mains shall be series 1120, class 150 (DR 18) pressure pipe, conformling to A.N.S.I./A.' '.WA- C-900-07', or latest revision, and shot# have push on joints, and Iran pipe C.D� 5. All PRV.Cp pipe shall be installed Tn aocordcance with the Uni-Sell plastic pipe Anc laationts "Guide for Installation of PS.C. prossure pipe for Municipal water distribution system". T intar distribution pipe shall be of "BLUE* colors. Al wotsr main Installotlonsat shall comply with the color coding requirements of Chapter 82-555.320 F.A.C. (Florida Adrmiinis ratfvse Code), 6. hector taps on all P.V.C. mains shall be Installed 18" .above the wreter main. 7. All P.V.C. mains must. have #8 copper wire, sIng:le strand, plarc6d on top of pipe, shall be electrically ca ntlnuo€ s over the emirs length of the pip,e6 and fastened every 10' with as #12 vire. F r M N01 S. Fittlsnshall be dssotil,aa iron mostl1mg A.N.S.I./A. .W.'A. C1:53/21.00 and shall be coated wswvith Vto 8 nail. Thickness coal tar epoxy conforming to the requirements of A.N.S.I./A.W. '.A. C550-05 and C118/A21.03. 9. R train �shall nt Pipe shall be usse'�l for all bandit,. teles, crosses, plugs, sand fire hydrants.Thrust bloc not be allowed. 10. Retalner glands/maachanIcal`oirwt restmInt shallbeused only If authorized by; theEngineer and shall cone to A.N.S . L/A.W.Wk standards C 111//-21.11-03, or latest revision. 11. All glands shall be manufactured from ductile Iron as listed: by underwriter's lobaaratoary for 250 P.S.I. minimum water pressure rating, 12. Glands shall be CLOW Corporation model Iw-1058, standard fire protection equipment company. or approved equal. 13. 76priping valves shall be Ir Moller H667 or approved equal. 14. Topping el ea shall be Mueller eller H615 or approved equal. 15. Gate valves 3" or Gess shall be NIBCO T-133 OR T-138 with rmallooble hared who Is. No substitutions allowed. 16. Gate valves 4" or forger shall meat A.W.W A. 0-500-02 sspseciflection (lat#st r*Wsss;on). 'Valves shall be Mueller Co. or approved equal. 17. All varies thoall be furraIth ad with ssazteraseian bype cast Iron valve, t wan of proper length for pipe depth. All boxes shall conform With A.W.'W-k specifloelons with a sshoft of no lites than 5 Inches oand have the word " ATER * cost In the emr. wase of valve box ashoIl nave a flar+ section to fit mmir stuffing boas of valve. WDRAW 18. Fire hydrorwts shall be breakaway Mueller Co. 0 arntudon model #A-423, or l etropolltan 250 Eddy Compression type F.H. or approved ssaqual. 19. Finer hydrants shoals be Installed with the center of the nozzle 18' above finished grade. 20, Dead-end water main& 8" or larger small terminate with a fire hydront. Pl Ar,FMFNT 21. The minimum depth of cover over water mains Is 30" except where shown differently on plans. 22. A continuous and uniform badding shall lava proOded. Sack ill material shell be tomp6d 'in layers croumd the pipes as shown or the plant and/or Clty of Fort Lasractrdole Construction Standards and Speorfleatlons, January 1952. Rocks or stones larger than 3/4," diameter found in the trench shall be removed for oa depth of at least. 8 below the bottom of the pipe. 23. Pipe deflection shall not exceed 75 of the maximum dtflectian recommended by the manufacturer. SE:PAAATION 24. Sanitary savers and force mains should crones under water mains w!rhw,e.rsever possible. Sanitary *&were and fares mains crossing water mains shall b# laid to provide a rninimurm ver sal distance of 18" between the invert of the upper pipe and the crown of the lower pipe whenever possible. 25. Where sanitafy sewer force mains trust crease a water main wft lem than 18'" vertical soparatl an, both the sewer and w .ter main shall be constructed of ductile Iron pips (DIP) at the crossing. Sufflclent leng,threa of DIP muat be used to provide a minimum separation of 10 feet b6twsen any two joints. All Joints on tine water main wlthTrn 20 feet of the crossing must be rnschoarrically restrained. A minimum vertical clearance of 8* must be molntaalned at tali crossing*. 26. A minimurtn 10 foot horizontal separation shall be maintalrred between .any type of sewer and water main In pcamllel lnsstollotiona whenever possible. 27. The preferred separation between wwoter mains and sewer Maine ;shall be 10 fee. In comes where It to not posaasibl& to maintain a 13 foot horizontal separation between the water mains and sewer mains, one of the followw tng conditions must be met. The minimum separation: between water and s aw ar mains shall be 3 fessts, MR .WPARATION fCs' NT'nj 14 27�o TKe water main must be laid In a ss arate trench or on or undisturbed earth rth shelf located on one wide of the sewer car force main at such elesvatfozn that the bottom of th * water main Is at 4ast 18 inches above the top of the ewer. a - 27.'h Thai suer or foraeo main is enoassed to corroretr. or a waterrttght carrier pipe. _ 27ac Both the sewer and the sutler main are constructed of pressure pipe tested to 150 p.sQ.i. 28, Where it is not possible to maintain a vertical dist.an of 18" Ir pramilel Inst€ Nation% the wr main be constructed of DIP and the sarriar sewer or force main shall be M arr constructed of DIP, with a miraimusm vertical clearance. of 6. The water main should be above the sewer. Jols;'rtas an this water main shall be located as for apart as possible from the joint's on the sewer or farce rnatn (stcaggamd joints).. 29. All crossings' shall be amangeed so that the sewer Pipe joints and the water main pipe �y ,points are equidistant from the point of crossing (pTpsaas centered on the crossing). 04 30, Where a rrew pipe conflicts with orexist.irng pipe w Ith lea: than 18" vertical clearance, the W new piper shall be. arranged to meetthe crossing raquir#rnsrwtse above. W TE57ING..... D SI .F.E1M0.N. 31. Pills spoil be tested under mristant prsessu� of 150 PAL for a rnlnlmurn test perlad of � 2 hours and shall not exceed the leakage. requirements as per A.N.S.I./A. ..W A' � 04 *pacification* of C-600-05 leakage formula- 0 - (SD )/ 133,200 0.�4 0 ALLOWABLE LEAKAGE, IN OALLONS PER HOUR D DIAWETER OF THE P'IP'E TESTED, IN INCHES. • S TOTAL LENGTH OF P'IP'E TESTED, IN FEET. P AVERA13E TEST PRESSURE, IN POUNDS PER SOLARE. INCH. � I 32, The City, of Fort Lauderdale Public Ser'vfeess Department will tabs call bacteriological tests, � to be scheduled vlaa inspector. If othervwrlse sspercifased in contract dstailssdd sepeea'ficaltlon and/or authorized by the engineer of record, bactsrlological tests may be performed by a ceirtif"is>ad envIrenrn*ntal tosting laboratory. 33. Disinfection of rnaalnse shell comply with A.N.S.I./A.W.WA. C-851-05 � standard. Bacteriological sompllang points shall be desIgnated oer the engineerling plans. lalianirnurn onG sampling point at each and. Maximum space between sampling points is 1200 feet. 44 CONNE MOR 34. All carne ons to axlefing m afrasl$ shall be made ursder the d'Iresctioan of the City of Fort 44 � � 0 L.a uderdalc 0 :T4 35. 'Dere shall be no oom neotion. to an existing water main until pmeseurs and bacteriological test* have been conducted and the results are approved c nd accepted by the City of Feat Lauderdale. I� ga'iF("1~�d1yIg 3&. ,All motor sarervloe connections shall be bronze from plug valve. No gate valves are to be used (2" or Ieasa). 37. SerViice saddles shall be ductile iron With sartainl.esssaa sst"I straps. Saddles shall be double p@@y yry�yyqopa ty'pppppFFe.��/y��{{JJp�.g�All service saddles shall conform to A.I .S.I. A. '.WJL C 111/A-21.11-00 and'. f .S.T, M. A588, 38, All seearwrice knee shall be copper tubing, type " K', or, plasticized polyethylene 3408, A.S.T.M. D-2737, S.D.R. g, 200 P.S.I. r w GENERAL DOTE: ALL L iS"nNG 2" WATER MAiNS ARC TO BE CAPPED AND IwI30100NED IN PLACIE. NEW `ATM SERME LINES SHALL 6E IHS'T`ALI.ED 1"0 SERMtE THE EXISTING PROPERTIES. PLANS PRODUCED IN ASSOCIATION WITH: McLEOD ,, WCARTHY & Associates CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL � O 0 sr CD It � + a 0i (1) U- vi Z LU 45 w 1 0 L .or -00 .: 0 0 CAD PME NO, iwol XXX-001-010WATIf IwttO. 04-000-00 PLANS PRODUCED IN ASSOCIATION WITH: McLEOD ,, WCARTHY & Associates CONCEPTUAL ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL } m z 0 F- L) sn W 0 W a 0 Z 0 a U W 0 CD It � a (1) U- vi LU 45 w ' Z 0 0 'r'W Z Lu < •r - Z Z LUZ Y Y �y L. < fr LLJ Q 0 =Cn a) 00 U w � D 0 4 Z wto 0. Q T LU a ora a � RR #01-16 FL CA No. 30827 W W J 2 V d' a V) ¢ W a a v cUn r� a V w F- a 0 } m z 0 F- L) sn W 0 W a 0 Z 0 a U W 0 J Q W ��: 4 /18 Richard Reikenis Florida P.E. No, 26978 SHEET C 2.3 OF 5 CD It E (1) U- vi LU 45 w ' Z 0 0 }Ono Z Lu < •r - co LUZ F- Lr, CD Z LU Co 0 =Cn a) 00 U w � D Z wto Q T LU J 0 ora v RR #01-16 FL CA No. 30827 J Q W ��: 4 /18 Richard Reikenis Florida P.E. No, 26978 SHEET C 2.3 OF 5 MNTENANE: ENDS 614 x so TRUE WYE [-E DOUBLE LE ROTATE BEN[ AS REQUIRED 12" -ROTATE BENDS AS REQUIR M WYE SR0$0i -TEE BRMCH SINGLE ALTERTlr: ADU IONAL RISER AND SEND HLRE GREATER PIPE DEPTH SLOPE UP TO � � �� I�IN.. 8" PVC PfPE 1/8" PER FOOT MIN, IMPORTED P'IP'E BASE MATERIAL AS SPECVD. SLOPE UP TO IE LAY ON 1 /8" PER FOOT MIDI. UNDISTURBED SOIL IMPORTED COMPACTED PIPE BASE INA7ERLAL, AS SPECIFIED, TO UN DISTURAM EARTH UNDER SERVICE CONNE07ION PIPE, MIN 2"C' WIDE. LIMIT OF OdTY RESPONS1131UTY GRTY WASTEWATER B- MIN. � SERVICE LIENEE NO , R/W OR EASEMENT LINE 1. WASTEWATER MIN WYE BRANCH TO MATCH MAIN PIPE. WATERIAL 2. NO 9(Y BENDS SHALL BE USED FOR WASTEWATER SEI ICE AND CLEANCU7 INSTALIATIONS, 3. SERVICE LATERA SHALL T'ERIaIINATE AT 12." INSIDE THE PROPERTY LIME AT A DEPTH OF 3 FEET EXCEPT WHERE A DEEPER INVERT IS REQUIRED BY EXtnNG BUILDING CONDITIONS. TYPICAL WASTEWATER SERVICE 2(}8 CONNECTION crty R PRiVATE PROIPERN-i CLE NDUT .ADAPTER WITH 7HREADED PLUG PAVED SqRFAO I- ACCOMMODATE 5013 FINISHED GR E CAST IRON BOX LOCATOR ., DISC. 9" PVC. 48` BEAD SE'R CE cONNEnON CLEiOLT WYIE PRIDE PLUG FOR FUTURE CCHNEC71CN BY PROPERTY OWNER, NOTES 1, PROVIDE APPROVED PLUG OR JC4NT FOR DISSIMILAR GR AAT1� SEWER PIPE FOR SERVICE CONNEC70N. 2. CLEAN -TOUT ASSEMBLY SHALL BE INSTALLED BY PROPERTY OWNER. 3. X-3'0" MRN. RIR 4'0" MAX, FOR RESIDENTIAL SERVICE U LESS OTHERWISE SHOWN A DOUBLE BELL COUPLING 3 EMSTI NG SEWER "f4-/ LIMITS. OF PROPOSED WYE CONNECTION ASTEWATER LX-ERAL CUT IN WYE EXISTING SEWER MAIN FLOW DOUBLE BELL COUPLING NEW LATERAL ON EXISTING GRAVITY WASTEWATER MAIN (210) FLEX181 E MECWkNICAL COMPRESSION JOINT 1'--C" UNLESS COUF'LIIdI T4FE 1 OMiERWISE I ED STAINLESS STEEL BANDS (FERNOCS OR 12" 1 PROWI3 EQUAL) ... � . NEW PIPE � pE C 1 ow w....... _ r o ROUND�) COMPACTED PIFIE -. BWDiN IJ MATERIAL TO Z UNDiMItEED £3II5TING OR NEW 7PIPEENC EARTH, 6" MIN, J E CONNECT oN IN -300 iP'SI CO NCR ETE TYPICAL CLEANOUT INSTALLATION JOINT FOR DISSIMILAR GRAVITY ul SEWER PIPE 44 �N PRODUCED IN ASSOCIATION WITH: VIcLEOD • McCARTHY & Associates ........................ _...+' _CONCEPTUAL LAJ G � a � pE C 1 ow f= VI vl Ln Z IJ Z Q =_ > y J < 2 V1 Lf) O Y w I� ui 0- Z C6 an ]CO. 01p SHRIM;00 ao ui 00 SHUT NO.: 0 Z r W CAD FUR NO. Cki X - 1-01 ia0M Fm i1V. Q � 04-000-07 PRODUCED IN ASSOCIATION WITH: VIcLEOD • McCARTHY & Associates ........................ _...+' _CONCEPTUAL Z 0 a U V) w 0 G � a � pE Z ow f= VI vl Ln Z IJ Z Q =_ W J LuZ 2 V1 Lf) O Y Y � tY tr an U ao ui 00 t4i'f a Z r W a Cki ck� Q � W 0 vi Q co RR #01-16 LLJ FL CA No. 30827 L: j Z Y 0 w a a c?i ¢ a o uli a 0 W H a 0 m Z 0 a U V) w 0 ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL 4 5/18 Richard Reikenis Florida P.E. No. 26978 SHEET X 204 OF 5 i G � a � pE W ow m Z IJ Z Q =_ W a LuZ i— Lf) O T H Z O =)+.0 en U ao ui 00 Z r W Q � W 0 vi Q co RR #01-16 FL CA No. 30827 ENGINEERING DETAILS ICON BUILDING FT. LAUDERDALE, FL 4 5/18 Richard Reikenis Florida P.E. No. 26978 SHEET X 204 OF 5 i N W E I S FOUND 5/8" IRON CAP BLOCK 286 j LOT 12 I & CAP (ILLEGIBLE) PROPERTY BLOCK 285 N89°53'40"E MEASURED 135.00'(PLAT i CORNER 0 ' Nil ; (MEASURED) d 1 sOD __81 - 221-2" - fi --- - - 05' I x II �t LOT 1'# I CA GHBAIi I __.i0f i;. BLOCK 286 BLOCK 285 I ! GR� TF= 3.91' II �i 10 R: t I R ....._ ;1 Lor 12 -22 BLaCK 286 LOT 14 ! x BLOCK 285 lk1 V - - -- i 4 I 10' i 9'-11"-; 1 - I (LOT 13 1 I BLOCK .286 I. LOT 15 BLOCK 285 4 ® . - -.. rx _ .. . _..-- - - t _ SOD % NOTE_ I OVERHEAD UTILITIES ARE Tt B` RELOCATE % j I LOT 14 UNDERGR UIVD ,e I I I BLOCK 286 Lor tri I BLOCK 285 i j7 Q j I 0 I x _i 1 i I SOD / 1 i I I I- LOT 15 BLOCK -286 LOT 17 , a BLOCK 285 V `�, I l x / J 1 1 1 i><• fk• LOT16 BLOCK 286 iS I 1 I LOT 18 BLOCK 285 Q I I _......-. _.-._ 'soD X TOlVVN D i x I I w I HOPI ES RM M-25 I t 1 TOR Lor17 1 P KIN LD BLOCK 286 LOT 19...-----_-___ BLOCK 285 ?`: I I o DO ......-. -- C R TIO - ....... 1 AR ABO T z l p� T E x LOT 18 BLOCK 286 i H G .0' LOrlIi ;SOD BLOCK 285 i i ----- - RARKWAY I SIDEWALK `� I x LOT 19 LOr21 I -- BLOCK 286 �.—H OIF_,' 1 BLOCK285 P ROAD . 21_5;1 r- a 0' --- -- 7' jLU / 1 TIO t�G R0 j -0AiN X 2' I cry LOT 20 36 I I BLOCK 286 LOT22( 4 : ---.. i _ 1 " c] BLOCK 285 I ,-... ---:-- �2-5 1 § I PRG 1 I ' CiHA( i t �6 r /WP ; ;'S0D I LOT 21 FL I BLOCK 286 LOT21 BLOCK 285 IPL IVit \ �I 102"'-1 -T- �7' 1 LOT22 NOTE: { 't �' 1 (V ! -- LOT 22BLOCK 286 OUERHEAfa U1 iLI1 IES 1 _ 36 BLOCK 2,85 ARE TO BE RELOCATED i M ' FOUND 5.�8"IRON UQERGR1J D R�JD ' uN ® B INaCAP 16 ;SOD #I 2 - -- --- - - - - _ : - 1 ' - - - - /--- - --------------- Q7� V 01 1111 `-i L �,t i -- -- LOT23 Lor 23 �/ 1$ BLOCK 286 BLOCK 285 w i 16 LU i : I i tt,,�� yf. (J r V�D - N -_, - -- --- - - - -- 9 -1 - - -_ - - -- — - i_ 1 --- -- LOT 24 --- I _.,,� 32 BLOCK 285 - - BLOCK 286 F F / I ASI 3 'RATE= i\ t SIDEWALK 1 TA I l FOUND DRILLHOLE 50 �lN 8 x n 5 I I FOUND 5/8" IRON RON' __..._...-__ _ _ ..-- •--.. _.-- ._.. •_ _- ._. __...__ FO"IRON I OD to II CAP (ILLEGIBLE) LO SA141TARY SEWER MANHOLE TA D / NO CAP , o ° D N RIM= 4.82 C T _ EDGE F'AV ENT` . _:: 'j I U.5' CURB NaRTH INVERT `- 2.22' 45 /e I +t 0 ! O Q 389"55'14"E (MEASURED) +Z = SOUTH INVERT = •2.20' �' - '- Z 9+t 135100'( PLAT) 134.89' (MEASURED) _._._._._._._._.�._.—.—.—. _,..-'w7t�t ir ST'�—_ _ _ _fit, _. _ IV V I u� 40' RIGHT OF WAY ASPHALT 10 ..___. -------------_ - 30 - _.. t._ _..----. - QV _. FF 1 CONCRETE WALK- 3TA ____... __-_ 1 O0 N WRAC __ .. ___. _ _ _-. _ ...._. __ :._._.. _ --.-.... -_ .... _. _ _ ... _ __ . __ .. , a RM M-25 We r I ' P _ �L 1 LANDSCAPE LAN NW G00eral motes:. t. Al plant materal shall {.e or'better. as iven In ftw Current %i1 t4 .ria stdards f+ tRiur ryi rttsr 2tit ,. lsr1 1 . fi t. ITA iit ltstre Ca i . alxld : NOTE: ALL STAKING GUYS SHALL BE REMOVED Slrvlcs. APPROXIMATELY 9 MONTHS AFTER PLANTING OR AS DIRECTED BY .'til:plant rntearalirali t.:Stablet,to In1Pt>tti3ll 864 aFirtai b:tteLartdscapprtntt��.tx: LANDSCAPE ARCHITECT" ptab+a �sf'�t?cswvth ar'�3 Iapori :deis�eT� for ooh%a'ral :tai. si�.c,atlora I:plants Iaiibe True Ira. e 5 brad veltletY and si ali rlforrTl to measurefrients specified. I st€ostit at sti ll i ; � 9 matt a 3 tis tF 'C+ty a is Lands Ai. I for ftrral Approvel. A. d 0 trained in a j�etalrarite as. NOTES tT± suparl€sn'(7 Sri ? branc8tir cbrid bytrli9#€3try t CONTAINERGROM SHRUBS - LOOSEN '� U NERE' MMES, 4GRO(kOCOVER: ARE PLANTED M EXCAVATE ENTIRE C4�r1tr BCt it 3h 1 r (1 tify iCSdT r f:39 i C: ll 1 1 Id :1�K�rt i Ili 31?; 1 '. ROOTS AT ECCE OP 9 OTdALL DEC t PILL IV PLANTM6 9AOKPUl 9. BALL IN BURLAP SHRUBS - CUT 4 �'r tqI ilei n n tlt3Yirk �"� n rtG s1T 11 rtiy Iris trig a ratil° "11rar�,5 and essement prior REM/o4E BURLAP PROM TOP v3 OF 4. MIXTURE.= PL tYNTINGr Flt SHALL NOT LID ll"s'Sri'ie`91t.+�d i; arty %z A.: tcava€ion ROOTMfit- o BE LESS THAni,_VT IIMEB Tib DEPTad I ri+ rtaXon with re aTkd 1 I ,-tf n o nary, T �ritmct.or bear Ii r tartaikklity r OF T+ ROOTIaALL. thio wedrk: d Oratr k( UCK or + rruag to Tall s s1 a 1 rap ted im-medwi iy # n0 re" tai ,o k�er PLANT SHRUB, , 80 TOP OF THE O ROOTDALL IS PLUSH WITH FINISH Grade 04- sh*dam ateriil Euo*p is t Wt h s .All � rased in . 11 m ss:piantin� bel ;an GRADE 1t #risdI tri pits Atl #i a?tlf v: rut' rrrrri deif 8 `r d iiseti: TEMPORARY wa,�m Tr 4 aro6rid their', l r�lulc. hall be: klkpt 4 from bane ali pl r$# ater tl. 4 1 i stl 15MI104- PORT, SAUCM,TI 3 v 3"ci TAE $hall t a: 'Uni inir of. 12 "Aller diary Tal F s rnoaslaneci lr t o er1 : iea p Uu 3" CONTWNUOU9 Rim s F NIt" GRADE 7 # i660 60 SCAu e€Mine rilf of we a ln� Aermatl!'i nc +slwoln 16�lt6 PERTILIZEIP r1`. tl:tre�S nd. htvb shall: be hi ;iMed With a st bk*planting it copsisting of. 0 p�r��rrt, TABtera ..-, .. "�� PLANYMCs 6A1GKf1LL mDcn Re - WATER sct �l r1z1 ',rt 7t aplxtc?vexl lrrfpcyst, ll fslani m rtert ly shald'ta8 plarded Stith', a ra inirta� " -:' � t 7AhlP TO Ram AIR POOKETa ICF 'ii'. fni� he £RI pl Ilrtdt s+ ti kind t1 rc4 +t 1:1. 3, Refer to €inti 4sta � antli sci to � �"" COMPACTED BACKPILL MIXTURE be .bargWla4- lika int pft bye was inn in. Planil #earls �s01i to `frim arra 1:17oad; F+ al, r r r WhPACTUD SUB -SAVE _ dared too b.Iiidlng Steri; , debnls, weeds, no..A s.64% and fteas;{a tU . _AJI 'sow :areas' to have, 'mnimlom of : of pl r tlrr mit dear rik i:n~ tc # "LZ PtAN7 NG DUAL 10. All' nel:� l ltl ba` oarranlbd bythe Controetorgod:Oil:b he4ithy and in autlshirlg 4 t1it n'cif j .acilve, grom_b one year from dadof flml ep nce. +� 1 rt All h lbs r rn tav� v16 4s od rail ba ft€ilY arr itiid for 90 afar I ttciar rzi :c condition as abdva. 12 All:syntt burled; syr, iic s� or girds or w1re b kom shall 1 rem0yod bef re.n � PLUMB t TRi TO GRADE � #r d$s ara pls n#eci, ,.Ab syn ria taco shall be r�+vIi frame trut€i brarto > etc Yore Go NOT exFT LEADER 2. PLANT TREES 80 THAT THE TOP OF �� C9 Inspection.. . T1 ►p 1 arty natural brut -shall be ret Tv0 or: tracts and the v 71thig pje IsmOorBAL1 I9 w tlaal WITH FINISH GRADE CL � 4 9 REM bE3f£Tr+ tr$e ar$ Ias�llid: 1{ptlir dill t be k3a€�kfltleet itlto itcs t�VEa£tP! til: 3. ALL arAlcltk4 auY SHALL Be oveG APPROXIMATELY a MONTHS AFTERPROVIPE 3 GUYS OF AFISM . $ All: os, lt9i i%sJd €oft r plan ai 11 h pI ICltot 4 t1# the" Cap of tlrcar� tlkla�Ftls iry i I�p�:i ttilaan 'NG wR,�F;iTE�OT`TB�' 6T ATTIC t ID TT141" NTIAT �14WOOOEN y �. tt Mail d� surrounding the -planting, e LANDSCAPE STAKE. STAKE To Be Below � Z 14 tr r r>aas.crier pavi suicr s alst cfr rrrittd, 11rr1 tev df brytfl s1I fac;c1 PWNISH Gx¢aDe. , { pi lntil , SiYalf . T at €1 't k'1 : f ilizer att"rftil�`.S 1 ti PLAt it TREE W TOP OP THE RooTB TOP FOOTBALL FIL uIT4{ 19 PLUSH UITH FINISH MADE PMIS14 GRADE AFTER 9wrn EMDNT - 16 Ail.plar l : ell Ire, lnifll�d e: uwildq ��rsrkl> naa liise M86"ner rld amolvdifig.10 .good planting Procedurk fj'rtili el`tg, lrtLild 1/3 WCAL(WINES i - � w MLC44 s" CLEAR p TRIMK p.rur#xri 3i 1 rem.64 l fit 7 t# a r itCl. etirt r dStl E1 r .iDrrid mil.', T011POMARY WATM 0AW4 - �r•?W WOOD STAKES OF SUIT SAUCER URIU W NUCUS M i(9 7t alifre(I t Mat all times, 911E TO STADALIZE 101 P' . It.f1r€CI3 r EnF Cif ei, t�irt'T ahou #$aim an ailteik7Y�etir am niit'n s°�+ustotr(1 AAM CrCtv•sr>�ga DRIVE, ST 6 BELAtUGRAv$ PUNISH GRADE should be,1'0X6 wlth ;Sift:. rrttltirli641,09 irlap using, rurA fc .water. to s' :;: ; i ` "`; . Remove BURLAP FROm UPPED was , �5` upon publicsidewalk% *eels and a+ aorant I rtl should be'minimized<. Ira COVER RR T 4 OF PVC WIPE F�,... ��, ti.: us aP i�OOTD� 1 .p ' .-� ; ooTsn � , . S+ ctileCl ans s;Ftp_ 5h utit gristtnc}pp r t g sii6i? to on, �:-a e I€`t'l titan zone win TIME RELEASED FERTILIZER TAAU.ETE f sit�le for a C' ore efl�C 601 Sg+fstehl,. Irtl�ati i s��tr�tai��.11 be.fi'�fi3t�3li3tJ with S tair s:WItc"I COMPACTED OACWLL r11 device--. PLAW04 DACkFILL MIXTURE . Ail lrr iiCra" 1 ' WATER AND TAMP TO Remove 1 rr snr st tl� Ir it#d in c�SaYipiisiite, i '11 ical:al Godot, A > l9. lit pian staeil tak . g l i over r the pl rrt list .mal( ere be any >di reparioj€ :, . TRS $TAKINQ DETAL 11.'t4uo. " NOTES: 1. SOD AND IRRIGATE TO EDGE OF ROAD, Z 2. TREE REMOVAL PERMIT IS REQUIRED BY CITY L PLANT PALMS So THAT THE TOP OF co ROOTMAL.L 19 FLUSH W/ PIN. GRADE I w PRIOR TO REMOVAL OF ANY TREES ON SITE, z. SET PALM PLM 4 TRIS TO GRADE 4!j 3. ALL MECHANICAL EQUIPMENT SHALL BE S. 'tit MWPIObDWI* IRANSPORTATIONG W o SCREENED FROM VIEW WITH APPROPRIATE SHRUB T0PTG1 ROUM DIP Nor rRII"I ENGS 4 FOR B 4 D PALMS CUT ANC FOWYE � c O 0 MATERIAL. (4) 2"x4"xlt." P.T. WOOD 6W% AP I'MOM TOP V3 ROOT6ALL `�. Q. 'oATTEN9 S. '14JRRIC CUT" SASAL PALM PRONDS }/� % r1_ (y) TO)=+NAIL 9'x4" P.T. 4+ m IY 0) B48ACE9 YO 6A7T$N9 0055 Q LU DO NOT PUNCt(A�E TRUFWC 1 cn o S 6006 URAPPED A ERS BURLAP WITH 2 BATT" - � / 30 LL PLANT TOP OF ROCI BALL PLUSH WITH m D 2"x4 P.T. U1DOD 3" E PINh3H GRADE n O 4k eaRAceS �" 11 o 0 3" DEPTH LAYER OF MULCH Q TEMPORARY WATER eNTt P1.ANi =ALL ?� J B,4AO N- POW S1 14M � S" CLEAR OF ROOTBALL � W O ,- W/ 4 -WT. C,.ON1'It4NGVla b 4x4x74" P.T. WOOD STAKE$ MINIhMl4 3" BELOW OPL40E � M FINr9H GP+ADE"�° TABLETS iN ROO7dALL + } 1 CO PLANTING 9ACKFILL MIXTUPS - WATER �,,•/ Z e t TAMP TO +I AIR POCKETS � � C() COMPACTED ESACKPILL MIXTURE -�l COMPACTED &JB-GiR,40E Vj PALM KANTIIC DETAL NOTE: NO WELLINGTON TAPE OR OTHER NON -BIODEGRADABLE 0 MATERIALS SHALL COME INTO CONTACT WITH THE TREE. Plant List Trees/ Palms Svm City Botanical / Common Name SizeNative Drouaht Tolerance CG 1 Caesalpinia granadillo / Bridalveil Tree 14' Ht. x S' Spr., 2" cal., Single Trunk No High M QV 14 Quercus virginiana/ Live Oak 14' Ht. x S' Spr., 2" cal. Yes High c'? WB 4 Wodyetia bifurcata/ Foxtail Palm 18' OA Ht, triple trunks No Medium < Shrubs/Groundcovers a CL 18 Clusia guttiferra/ Small Leaf Clusia 24" x 24", 24" O.C. No High U_ MU 16 Muhlenbergia capillaris / Muhiv Grass 24" x 24", 24" O.C. Yes High IV 186 Ilex vomitoria 'Stokes Dwarf/ Dwarf Ilex 10" x 10", 18" O.C. Yes High TA 195 Trachelospermum asiaticum/ Dwarf Confederate Jasmine 6" x 12", 18" O.C. No Medium FF 6 Furcraea foetida/ Giant False Agave 24" Ht No High Sod St. Augustine Mulch Shredded Melaleuca or Eucalyptus 1— Z 0 v d W Q Z M Lu w I o z z QJ oILL DRAWN: K. M, Scale: 1 11 =20 '-00 11 North DATE: �. 3-20-18 KMWAYIELM PROJECT NUMBER: ALWAYS GALL 0 18-06 SHEET NUMBER: T -_ Ib�,lrM��fNIl�t 0' 10' 20' 40' 60' SCALE: 1" = 20' E N S W TYPE A / Al H-1 P FIRST LEVEL PHOTOMETRICS a 4 6 7 8 Rasasem 22p.2010 C 9L us O Fiuc;t•�. uSFED Tho sma I sUa of the ELS makes 4 an Ideal choice for aI...W..d archltectunl applications. Ito functionality makes it a dendant fift, usetl in storage area, displays, inatitubt , industrial an d!retail applications (Schedule Symbol IPROJECT QTY Catalog Number ITYPE Lamp EE` I CATALOG # 186 LreSare(Yand VT6-50L-QT-41K Lighd6g + VT6-LED 0.0 fc LED Vaportight N/A HOUSING MOUNTING - Molded polycarbonate housing - Silicone gasket with memory retention - Surface mount configuration standard with stainless steel - Polycarbonate latches secure lens to housing mounting brackets - Chain kit, pendant [[fount and air craft Cable also available 71be + ELECTRICAL CODE COMPLIANCE - (2) High efficiency LED boards -CSA Listed for Wet Locations - Meets UL Requirements - Available in3500K, 4000K and 5000K Color temperatures - I'l Rated - Drivers available: 5OW and 70W - TUe24 Compliant - Thermally protected electronic QT (120-277) ballast ELS-4-40LED - 0-10V Dimming standard + - Operating Ambient Temperature: -40°C -60°C WARRANTY N/A - 5 year warranty OPTICAL SYSTEM - White powder coat steel reflector 8 - High performance UV stabilized polycarbonate dittuser LED ACORN UPGRADE WITH FROSTED CRI j 80 3500K • 100,000 hours. Lumans: 6138 Lumens GLOBE 4000K I Lumens: 6318 Lumens 6 - 5000K Cree OSQ Series Area Luminaire, Type IV Lumens: 6498 Lumens -- - ,OW 3500K • Pow•r Fadar. typical +0.90•THO QM. Lumens: 8593 Lumens Medium w/ Backlight Shield, B Input Power 4000K FI 11apn Lumens: 8845 Lumens • Amblardaparan"U'rupar" 5000K iprpovxrand Lumens: 9098 Lumens lu�menvaWeee9-Iq R MFWpan-ti rX artl-Awllebbwgh ULvol k..nb ,my aW a�s1 Cree OSQ Series Area Luminaire, Type IV 1s, • ullcutgeka - moronaffngupbyI- end Ram ten sigFlood -R•Mto ERLsougoiltton 1ma .laib� 1s' - en brdmm59MePPU®Eom FE. rto-tilt Are,lam...neeaueM_,.Mr�,.n>.e ., r.lo-,nmueaasss.,Ylzw^m'�e...1 ULxxxxx w/OSQ-BLSLF ORDERING INFORMATION = GREE MODEL WATTAGE COLOR TEMP BALLAST rip VT6 50L 35K135001f1 70L 40114 0017((1 :1T EM - InJ,ryte sEserq ` Ballast SSC- Std 1 I ps 50K 5700K FP - Fuse Protections • 100,000 hours per L70 TM -21 at lWF (70°C) TPS Tpmmmgog�wp proof SF,T,E 4 TPB - Cree OSQ Series Area Luminaire, Type IV AC' - fiviMn CaEle 50. 7Y 100°. 150°1 5 ELS • •n14a PKe - Pendent Kit 1'fe 2d". ) MODEL WATTAGE COLORTEMP BALLAST OPT10Ns CK - Chain Kit TMs, - Trunion Mount -I� Medium w/ Backlight Shield, B Input Power DCS. External Oxo ncv Sensor •cmrawAr DaelDmrarlA Speddicatins and dimensions 1.1blect to change wflhoufirotice. S3 VT6-LED 12082017 EELP www.ee/p.7)et 800480.4496 PH 877-6346887 FX TYPE A / Al H-1 P FIRST LEVEL PHOTOMETRICS a 4 6 7 8 Rasasem 22p.2010 C 9L us O Fiuc;t•�. uSFED Tho sma I sUa of the ELS makes 4 an Ideal choice for aI...W..d archltectunl applications. Ito functionality makes it a dendant fift, usetl in storage area, displays, inatitubt , industrial an d!retail applications (Schedule Symbol Label QTY Catalog Number Description Lamp + N/A 186 N/A VT6-50L-QT-41K N/A + A 0.0 fc N/A N/A N/A + 4.8 fc 18 1.2 fc VT6-80L-QT-41 K 4.0:1 + Al 15.7 fc 12.8 fc 1.2:1 1.1:1 + 14.3 fc 4 13.0 fc ELS-4-40LED 1.1:1 + B 0.0 fc N/A N/A N/A - ommtl.aia�� aminimumaone Mnd-MW remote, req d 26�bba 8 ATL23 32LED 525MA 4K LED ACORN UPGRADE WITH FROSTED LED S1 • 100,000 hours. ACT MVOLT N5 GLOBE ELECTRICAL: I 0w JA 1 NM atr .,.•as, •v«...n M..wna ore, n..r IA • attl Cities,sltw 6 OSQ-A-sex-4ME-B-40K- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA Cl,dn Akum vH • Pow•r Fadar. typical +0.90•THO QM. ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power • Dim:ml:g Corbel: o-lw,m6-199x. FI 11apn 52 • Amblardaparan"U'rupar" CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM iprpovxrand ° lu�menvaWeee9-Iq R MFWpan-ti rX artl-Awllebbwgh ULvol k..nb ,my aW -A-sex-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV 1s, • ullcutgeka - moronaffngupbyI- end Ram ten sigFlood -R•Mto ERLsougoiltton 1ma .laib� 1s' - en brdmm59MePPU®Eom FE. rto-tilt Are,lam...neeaueM_,.Mr�,.n>.e ., r.lo-,nmueaasss.,Ylzw^m'�e...1 ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power = GREE • 9untablefvdempkcetlor. _n T (8 0 01 67 3-123 4 F (8001890-7507 Q • 5years eavMy. Designator, 5700K • 100,000 hours per L70 TM -21 at lWF (70°C) 4 OSQ-A-sex-4ME-B-40K- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA ELS • •n14a • • e0.ED WMI/S res •pbLlvnf UMV '.ti :::w :a'•. ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power dere S3 CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM Fie" aN EMB�1Rnw 0 M Tba Cd'L q ;OEC', racmyrorpmaememenq ouadoPMm. -A-sex-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV wnw.uloplaliOMingw.com 83 ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K ❑ C 102 RFL4-17W10L30K Number Lumens LLF Wattage Lamps per Lamp 1 4236.379 0.9 45.62 1 6677.168 0.9 65.5 1 5036.491 0.9 38.4 1 6455.267 0.9 77.4 1 8779.464 0.9 86 f1:9lrx iWIPA fi[tYlt)TIPiltt)Eti[:XYv, I Statistics Description 3RD FLR RESIDENTIAL CORRIDOR (EXTERIOR PARKING SPACES IPARKING LEVEL 1 IPARKING LEVEL 2 IPOOL DECK ISTAIR 1 ISTAIR 2 TYPICAL RESIDENTIAL CORRIDOR Symbol Avg Max Min Max/Min Avg/Min + N/A 0.0 fc N/A N/A N/A + 2.2 fc 3.8 fc 1.0 fc 3.8:1 2.2:1 + 13.1 fc 70.8 fc 2.0 fc 35.4:1 6.6:1 + N/A 0.0 fc N/A N/A N/A + 4.8 fc 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 + 14.3 fc 15.7 fc 13.0 fc 1.2:1 1.1:1 + N/A 0.0 fc N/A N/A N/A �r'1 71' 11.rImo` I "U f W�If339 75 73 5.8 i.8 8.1 5.7 •.5 1 4 •1 16 67 8.2 5.7 5.3 ;7.9 •74 49 1 f 8.2 5.5 46 D 9 A.6 ! - 182 57 53 •79"T s7.4 4.8 5 L. 6 19 66j)2 5.4 8.2 8.9 1��_-r�. BICYCLE�O69 � 15.0 .8 1��172 1.5 121 11.2 72 13.22 10 8.9 15.3 79 10.4 -��` 12.5 7.7 1331 9.6 17 .1� 122 �•B� 113 7.4 13��•9.1 9 88 � 153 i7.8 9.8 � 13.3 78 12.7 .0 'r7-0181 14! �'S1 STORA�jE ACTOR 5 13.9 13.0 9. 139 146 9.3 112 1 73 11.8 151 1.5 144 13.1 79 98 5$�3 11. 7.7 118 150 •.1 74 7 113 3� 1 4 7.5 120 x15.1 • 3 14.4 132 i7.8 9.3 i 11.9 79 11.5 8. 148/ 158 14! 17.0 56 10.1 .1 8.6 08 1 8.5 9. 11.3 87 39 11 8.3 17.9 107 2 `73 84 11.1 92 1.2 10 8.0 170 .0 1 87 9 113 8.8 1.1B38 2 178 10.7 17.3 8.2 111 6 74 11.4 89 8.3 115 114 14.4 10 7.6 17.0 15.8 1 1.0 16.7 18.0 0.8 13.2 19.2 12.2 8.4 14.0 18.7 11.1 10.0 17.4 16.1 9.1 11.4 18.8 13.5 18.8 14.1 18.5 10. 8. 15.4 18.3 1 .2 13.2 19.2 12.3 8.6 9 10.0 17.4 16.1 9.0 10.9 18.6 14.3 9.0 13.7 19.2 12. 0.4 17.9 18.9 13. 20.8 41.4 43.4 45.4 ' 7.1 32. t I� o 05 16.4 15.1 1 1 16.3 17.2 10.7 12.9 18.3 11. 8.4 13.6 17.8 1.9 .9 16.8 15.3 11.2 18.0 13.0 18.8 13.6 17.6 1.5 6. 14.9 17.4 1.1 12.9 18.4 12. 18.6.7 16.9 15.4 18.9 10.7 17.9 13.8 13.4 18.4 1 3 17.5 18.4 15.2 26.3 51. 56.9 2. 59.3 4 62.2 68.7 68.3 64.3 57. 43.1 121.4 0 9.2 7.5 1 . 8.9 8.5 0.8 7.8 1 . 8.5 7.5 9.3 9.4 7.7.9 8.5 0.9 B.8 10.3 8.0 10 6 14. 6. 5 .ign iSa i• 16.7 17.8 1.0 13.2 18.9 12.3 8.7 13.9 18.3 11 10.1 17.1 15.8 9.2 11.4 18.4 13.4 9.0 13.9 18.2 107 8. 15.2 17.9 11.3 13.3 18.9 12.4 6.81 10.2 17.2 16.0 9.2 11.0 18.4 14.3 9.3 13.7 18.9 12. 10.6 17.8 19.0 15. 26.3 50 56.4 6 .1 59.0 61.9 8.3 67.8 64.0 .9 43.' � o08.3 20.9 17.4 1 8 171 180 10 133 193 12. 36 14.1 185 1 1 100 174 15.8 91 11.3 187 13.3 3.8 140 183 1 6 8 15.3 18.0 1: 133 A9 12 3.8.1 10.1 17.6 161 9.2 110 1814.3 D2 13.8 19.2 12 105 181 187 13 20.5 3 4l{1� '6 421 0 441 490 485 45.6 40.7 31.1 \`« «-,L 14. 1(3 1 119 9.2 101 93 75 10.0 4 8.6 8.1 10.4 175 86 94 7.5 9.7 2 8.2 72 10. 1.5 91 100 9.3 7.7 02 .7 9 85 108 17.9 8.8 10.2 90 10.1 .1 95 8.9 129 119 '!'i 183 17.4 1'7 158 167 108 127 1'77 11. 35 13.1 165 1 2 .2 153 14.2 183 10.3 165 12.1 3.2 125 163 9. 17 13.6 .10 0.1 124 i75 11 3.6 135 17.1 1.7 9 16.1 150 9.0 106 i71 13.5 O1 13.0 17.6 11. 102 165 177 152 18.8 \ WATER { D PUMPS 31 1 7 17 187 12 137 03 12.8 37 14.7 181 100 8.8 168 15.1 179 10.3 183 12.4 1.7 131 178 9. 17 \,14.5 17.3 1 .1 132 101 127 3.8 150 19.5 11.3 10.3 18.4 168 9.3 113 i99 14.9 )3 14.2 20.2 12. 5 185 194 20.8 1 �� ��-` 38, L AT R� r 15 7 15 2.7 8.n 9.3 10. 9.6,7.6 4 3.7 3.5 4 2 3.2 3.6 3.93.2 4 3.3 2.9 2.1 8. . 1 7 9.4 7.7 1 9.1 8.6 1 1.9 1 1.3 8.0 .0 3 8.1 1 1 9.6 1 .8 .3 .7 11.7 15 15 r .4 12.2 12.1 9. 14.8 15.8 10.5 12.2 1 6s 11. 11.2 12.5 13.6 8. .1 12.4 11.5 6.4 8.1 1 3,4 1 . 3.2 9.9 13.1 17. 5.7 10.5 12.0 .I 9.7 t 5� 11. 3.3 12.9 16.2 1 .4 . 7 15.4 1 + 6 3 12.5 16.6 11. 15.3 15.4 9.9 10.6 .3 11.2 112.8 10. \ / EIRE Y ' \�� PUMPS � o � � � 0 RAMP � I� I� � N s H, �" .C. 17.0 17.2 15.7 1 .8 17.3 18.8 11.1 13.6 1:05 12.6 11.5 14.5 18.6 10 9.0 17.1 15.4 6.0 10.4 18,7 12.6 1.7 13.3 18.2 9. 17. 14.3 16.5 11.0 t 9 5 12.3 3.5 14.9 19.6 112E LOL 18.5 16.9 .2 2 / 1. 14.2 20.2 12. 0.1 18.1 17.8 .7 11.0 )1.0 )l.s 13.9 I �,' .6 8.9 116 1 9.0 1 12.5 93 3 .1 ~ 1 2 12.4 9. 131 139 9.4 109 14.6 10.1 174 11.2 170 171, 15.4 102 166179 101 126 419.6 11.7 176 13.6 0 9.1 ELECTRICAL ROOM 46 92 8 6.8 9.4 9.8 6.6 8 10.3 2 53 11 UP i 2.1 3.3 3.5 3.4 3.8 3.9 3.4 3.5 3.8 3.3 2.9 3.4/ C TRANSFORME? TOE E HOU °° °° TOW E °° °°N TOWN TOWN U HOUSE 110 E °° °° 1100 S 1100 SE °° °° 1100 SE II �I � J�IIII, JIIIII 111111, I7 I SIDEWALK LED STRIP LIGHT ELS TYPE B 1`•` .� 1.0\�.3\\ 3 �12. 88 83 11.8 1 17.7 1.8 122 0.3 118 12.4 93 8.3 117 17.9 86 VC,12.1 10.911 I \\\ 7 1 \7.4� \9.1 \\ 14.2 3 13.5 127 9.2 143 11.5 80 11.1 14.6 1 .0 8 133 131 8.1 0 14.2 12.4 10.0 13 i 10 \.5 9. 1 1 4 1 1 .9 '171 �1� ]\ 114 \6 \14\i` 8.7 103 92 'L17 6 160 8.3 102 1940 13.9 82 13.2 419.2 11. .1 1700167 8.6 99 1� 1 14 62 97 9.0 6. 101 57 80 10.3 0 6.1 9.5 9.2 5.8 8 10.1 8 173 9.8� Yi j �3.Y j .Q2 /XA j/ 3.7 3.2 3.2 3.7 I 3.6 3.0 3.2 3.8 3.5 3.1 3.5 3.9 3.4 3.2 3.7 3.7 3.1 3.2 '3.8 3.7 3.4 3.6 3.0 ' el, TOW TOWN TOWN TOWN HOU N TOWN HOUSE HOU HODS °° °° E HOUSE H0 °° °° TOWN TOWN °° °° TOWN U HOUSE 11 SE 1100 °° °° 1100 SF 1100 SE °° °° 1 0 SE 0 SE °° \ °O 1100 SE Ll I I I I I U SIDEW K I A ^ , - STREET tACORN TYLEP xo rc Tru Thu ­­ styled luminaire combo of a decorative luminaire base with an incegrel gbbe holder/hallo[ houdng and m acorn draped dobe. Acorn dobe in drr cae o red acrylic • Optional Caged Globe available • Sninless steel haMware • 9 diRanee -tido of boss coordinate with this luminaire •TGIC powder cwt finish • 3" Oct, 3"ta11 tenon required ler mourning • Rated for 40° to, 50° ambient (based on driver) • z 50,000 his L7040•C • z 70000 hire L70 25°C • PFrrorm u ca Comparable to 70W -I OOW MH (3600-5600 delivered lumens) • Input watt of 77 @ 70l • Ormr I& of I00,000hm ac 25° C - all drive curnms • Optional verge pmtectien to C62.41 Glow • s year llmked warrenq GSAaB 5amok Coblo6 number. AT E 32LE 5 3K ACT MVDL'F FPF NS 'F �� D ]SMA _�_J�_-��� Fontana, aro seance aWattage TColor amp Lava V~ Ttlm Mail M DBL Flm•I Ordering Guide: PbtWn Baas aauree& Collor L F Vaibga Tim Dlabibutbn Eltzckdcal Wattage Tang option options ATL23 A 32LED 525MA 3K ACF MVOLT FPF NS SF AU 32LED 700MA 4K 347 FAB N3• DF D 24LED 7DOMA SK 480 DCAM PER E P K PE3 M P N PE7 W PEB3 Piston x PE112 DBL DDB DNA DWH CS CM ANBK ANDB ANDG ANVG '1,13 distribution only avv'ablc with 24 LED 7C0MA.:curte and wattage sal ion Antique SOea Lunpv'^ 13625 Calumbux Road Granville, OH 430231 Phone: IA00410.0899 .... . . :. ..... Rer.Yl3 J2012Acuhy aimda Ughtlng.Inc.PJl RigMx Rmived. TYPE S1 OSQ Series OSQTM LED Area/HTood Luminaire - Medium Product Description DA Mame SoedRwdlmaIFT Leath: 9(t ) FEATURES: and modem, dean aesthetics. Built to last, the housing is rugged cast eWminum with an integral, m :awe tml Iso) 0 ea TA peuge steel channel with Mock- • o is O Its sum, Low-proM. design minimizes wind load requirements and bLends seamleaely into the acorn feryename ixmn noon area elm le for 9u P moo ro rD site preriding even, quality ILWminallon. The'B' Input Power designator Is a suitable upgrade for Le:pin r4a ) r30 wain: ass Irl • One I- Depen: atrz (90) • All Steel -octoses en painted alk[ fabrication Stool ft .anspr8-fedtfxbrfab inlemeL ra dways 1635mIN with high glass baked whits matte powder paint 1206mm1 An db:aadm-m in'vnhee Win-). '. lens Assembled m the U.S.A. of U.S. and imported parts 16ezmml - MOUNTING: - • Frure is we0 ce audeca maunned or pandent Crab Mn__ 79 Cm I79mm1 moumad, or euepended mounted with chains. • Compeebk add, moul selling typo. Ebrt >m ten Cao A-m-ta:�: errtanf� sae.. tap rAy n•n••q Cb•n •vmm Rau tole Wcetion v Ipntered az an npeilIna •sannp7memm7.ran.[nmM.a,roMrn.,annmm,. •� LEO: err utan." •s • High quality eMy LEDs. .Sa.MgyaNMeM N.,d-NmRmm. IOl�5EN5RE • 40001Km1ortannoc.unstenti - ommtl.aia�� aminimumaone Mnd-MW remote, req d 26�bba • Cdor 10.010 N5000 (K) ordering Information pamperegIWZ: • Color Rendering LW --=� • 100,000 hours. o40.MAdlua 1Am 1.1 -hu- Sir icer ranma as Black kermnm EM.rva.cnnnwmnnn a°a1^.�^9a"v,o•7 cn®n lbvoa.rsl ELECTRICAL: I 0w JA 1 NM atr .,.•as, •v«...n M..wna ore, n..r IA • attl Cities,sltw • High pow'Mokrdeolnnicddver, opefalehom sThppkbr 1 a 120-277 Vac input ren a. P 9 • Frtwss included over eurgs protection. Cl,dn Akum vH • Pow•r Fadar. typical +0.90•THO QM. ea. rK UnM W^$ '°0V Maio s7ooK M7 slu.r Ipul paaere..ipmmr r�empMlwavpvgl • Dim:ml:g Corbel: o-lw,m6-199x. FI 11apn symmxrie yA'M 11-dinwk;W tea car„N. see • Amblardaparan"U'rupar" eanU.S. noulain-nit TYPeV 26� iprpovxrand <"F (-z0"C) - IMT (50•C). lu�menvaWeee9-Iq R MFWpan-ti rX artl-Awllebbwgh ULvol k..nb ,my aW • Protector. LISTINTIN G: rear CnpMwm 1s, • ullcutgeka - moronaffngupbyI- end Ram ten sigFlood -R•Mto ERLsougoiltton 1ma .laib� 1s' - en brdmm59MePPU®Eom FE. rto-tilt Are,lam...neeaueM_,.Mr�,.n>.e ., r.lo-,nmueaasss.,Ylzw^m'�e...1 • DLCpremlum. Rao Date: y,4M/29f18,p C �L yB��� C&IIS ® = GREE • 9untablefvdempkcetlor. _n T (8 0 01 67 3-123 4 F (8001890-7507 Q • 5years eavMy. • 100,000 hours per L70 TM -21 at lWF (70°C) O )RDERING INFORMATION ExAMPLE: ELS-0-0OLED/40-UNV ELS • •n14a • • e0.ED WMI/S res •pbLlvnf UMV '.ti :::w :a'•. a plgp [µED rpy LLL � ]00Gt dere IntelMEMS-Baan V1lrtl gelded, Fie" aN EMB�1Rnw M Tba Cd'L q ;OEC', racmyrorpmaememenq ouadoPMm. UmPIAl1GH11NG iliarveem.igntmaam.nmdnnun..amam..dlf:,.mMnnwmn,Ralnr:wEm. wnw.uloplaliOMingw.com 83 TYPE B 1`•` .� 1.0\�.3\\ 3 �12. 88 83 11.8 1 17.7 1.8 122 0.3 118 12.4 93 8.3 117 17.9 86 VC,12.1 10.911 I \\\ 7 1 \7.4� \9.1 \\ 14.2 3 13.5 127 9.2 143 11.5 80 11.1 14.6 1 .0 8 133 131 8.1 0 14.2 12.4 10.0 13 i 10 \.5 9. 1 1 4 1 1 .9 '171 �1� ]\ 114 \6 \14\i` 8.7 103 92 'L17 6 160 8.3 102 1940 13.9 82 13.2 419.2 11. .1 1700167 8.6 99 1� 1 14 62 97 9.0 6. 101 57 80 10.3 0 6.1 9.5 9.2 5.8 8 10.1 8 173 9.8� Yi j �3.Y j .Q2 /XA j/ 3.7 3.2 3.2 3.7 I 3.6 3.0 3.2 3.8 3.5 3.1 3.5 3.9 3.4 3.2 3.7 3.7 3.1 3.2 '3.8 3.7 3.4 3.6 3.0 ' el, TOW TOWN TOWN TOWN HOU N TOWN HOUSE HOU HODS °° °° E HOUSE H0 °° °° TOWN TOWN °° °° TOWN U HOUSE 11 SE 1100 °° °° 1100 SF 1100 SE °° °° 1 0 SE 0 SE °° \ °O 1100 SE Ll I I I I I U SIDEW K I A ^ , - STREET tACORN TYLEP xo rc Tru Thu ­­ styled luminaire combo of a decorative luminaire base with an incegrel gbbe holder/hallo[ houdng and m acorn draped dobe. Acorn dobe in drr cae o red acrylic • Optional Caged Globe available • Sninless steel haMware • 9 diRanee -tido of boss coordinate with this luminaire •TGIC powder cwt finish • 3" Oct, 3"ta11 tenon required ler mourning • Rated for 40° to, 50° ambient (based on driver) • z 50,000 his L7040•C • z 70000 hire L70 25°C • PFrrorm u ca Comparable to 70W -I OOW MH (3600-5600 delivered lumens) • Input watt of 77 @ 70l • Ormr I& of I00,000hm ac 25° C - all drive curnms • Optional verge pmtectien to C62.41 Glow • s year llmked warrenq GSAaB 5amok Coblo6 number. AT E 32LE 5 3K ACT MVDL'F FPF NS 'F �� D ]SMA _�_J�_-��� Fontana, aro seance aWattage TColor amp Lava V~ Ttlm Mail M DBL Flm•I Ordering Guide: PbtWn Baas aauree& Collor L F Vaibga Tim Dlabibutbn Eltzckdcal Wattage Tang option options ATL23 A 32LED 525MA 3K ACF MVOLT FPF NS SF AU 32LED 700MA 4K 347 FAB N3• DF D 24LED 7DOMA SK 480 DCAM PER E P K PE3 M P N PE7 W PEB3 Piston x PE112 DBL DDB DNA DWH CS CM ANBK ANDB ANDG ANVG '1,13 distribution only avv'ablc with 24 LED 7C0MA.:curte and wattage sal ion Antique SOea Lunpv'^ 13625 Calumbux Road Granville, OH 430231 Phone: IA00410.0899 .... . . :. ..... Rer.Yl3 J2012Acuhy aimda Ughtlng.Inc.PJl RigMx Rmived. TYPE S1 OSQ Series OSQTM LED Area/HTood Luminaire - Medium Product Description DA Mame U TheOSDt•Area/Flood Luminaire blends extreme optical control, avem dnced thermal menegeent and modem, dean aesthetics. Built to last, the housing is rugged cast eWminum with an integral, weathertight LED driver sempadment. Versatile mounting cenfill-tions offer simple installation. O Its sum, Low-proM. design minimizes wind load requirements and bLends seamleaely into the LU site preriding even, quality ILWminallon. The'B' Input Power designator Is a suitable upgrade for Cl) HID applications up to 250 Watt, and the'K' Input power designator Is a suitable upgrade for HID I- applications up to 400 Watt. Appliesal Parking Lots, walkways, campuses, car dealerships, office complexes, and = all inlemeL ra dways 1635mIN Performance5ummary 1206mm1 NaroOrtR• hecn.on OelnaY 6•ia"ogK i LL Assembled m the U.S.A. of U.S. and imported parts 16ezmml - arir Balryalad tnlsaMn: W to 17,791 ENicery: UP to 136 LPW 3.11 Crab Mn__ 79 Cm I79mm1 CCT: 30DUK I+/- 300KI. 4000K I•/-30010, 5700K 1+/- 500KI NEMA' PhoocelL LNNtN Wrrtar'e le centra Rn6wislM•dlpSw•rLkbr4at De11a0uwd•I:naA Rau tole Wcetion v Ipntered az an npeilIna •sannp7memm7.ran.[nmM.a,roMrn.,annmm,. i 3ui Accessories 197mm16.8" It22mml T _T .Sa.MgyaNMeM N.,d-NmRmm. IOl�5EN5RE - 1 mural Pn. - ommtl.aia�� aminimumaone Mnd-MW remote, req d 26�bba 111891 ordering Information FuLbassembled uunI l Is composed of two componwts that must be oAe dseparately: Enmpk: Mrr OSO-AkSV 1 Lemirin:050-A-NM-2ME-9-40K-UL-SV Pass arrarw.6•rwrN• m o40.MAdlua 1Am 1.1 -hu- Sir icer ranma as Black kermnm EM.rva.cnnnwmnnn a°a1^.�^9a"v,o•7 mimaunmfn L -n (Mad a e1M r ondenia-el.1l I 0w JA 1 NM atr .,.•as, •v«...n M..wna ore, n..r IA • attl Cities,sltw LJJ oso A MM A•ymmalri !ep•r1e rK UL r MM.-Iwluems IN. M"Ui-Lmk10-3s, Ne Mount a1E• E• Mw 3000K Udmml aura -eemml p11, 2]N "O soe<-Metfor Men- N•nno-bM r- aKei9M Metllulm 13W1 Qoox UN Bra tl•blm -Canaeceedwneg-fzpun.. _Ree—I.r LownlMM app9an.nsa o'lilt ea. rK UnM W^$ '°0V Maio s7ooK M7 slu.r Ipul paaere..ipmmr r�empMlwavpvgl emm Wg F FI 11apn symmxrie yA'M 11-dinwk;W tea car„N. see ni�L w, p6, as, w, a3 oz oro, .neem I.II-Saelp ab5n eanU.S. noulain-nit TYPeV 26� iprpovxrand M Multiathkr Medium Floc pererm MLz.ec sneer fortlemim lu�menvaWeee9-Iq R MFWpan-ti rX artl-Awllebbwgh ULvol k..nb ,my aW -IMud. ar dwmq u.,pontlpmsvkh - Imanaedmrdwt,uglnappuoxom m�Imumas•tm -33_an nnansw proI ANSI cite, o WSX fop L PrynmmrW MUM-Lwtl. was 60• upa6Ymmsnp lNipm - moronaffngupbyI- end Ram ten sigFlood -R•Mto ERLsougoiltton 1ma .laib� 1s' - en brdmm59MePPU®Eom FE. rto-tilt Are,lam...neeaueM_,.Mr�,.n>.e ., r.lo-,nmueaasss.,Ylzw^m'�e...1 . LPprnd.pllcalelmaadmmebft Ram Rla:t -tEpe rare mmntlm re Rao Date: y,4M/29f18,p C �L yB��� C&IIS ® = GREE nBI Irl US: 09Ming.vae.wm T 1800) 236-6800 F 126215041 dmda: awmaee.p Weamda _n T (8 0 01 67 3-123 4 F (8001890-7507 TYPE S2/S3 OSQTM LED Area/Flood Luminaire - Medium ProductsP ecificitione YaOrlXlarr• xX5nn,k f0Xa design ToWLCurrentW • Slim, low plMik tlesign minimizeswintl load requirements • Luminaire housing is rugged die caslaWminum with In integral, Input Poser a>,km Welts weathertight LED driver compartment and high pe mrmance heatunk Desigremr 120-6BOV 12N - 2608 2]]V - 608,7 Comenlent intarlucking mounting method on direct- mould. 176-152mmlaquanerround pole, secured by two 5/16-18 UNC bobs B M o.73 0.b 097 039 0.95 o.19 apandon2•Istmmlcemen K • Mounting for the adjustable arm mount adaptor is rugged die cast too tn9 ola &56 ouie as aluminum and mounts to 2'151 mm) P. 2.375'(60mm) O.D. tenon a.rmuamaS'cm'Fl.war...m9.mwa,nruyd-laxw.np-.d^s b.l.m. tzuswd-tor. • Mjustdbfeaemm0untca,b ,dlusledlBO'in2.5'increments • DesignedtorupUgManddownlightappUotions • Exda-ive cdortaal DeuacaaM•fmianfeamresan E -costa posey primer with ann..L;..WpowtlertopmaL.b.viingelece0b resistance to co n, uarawolet tlegredation and abrasion. SiLven bnnxe, black, and white are available OSOSarwa Amb•m b1vMM Lue1w 11•YMI1Xa0• • Wal hIE 26.5 ns.112kg1 75K hr 1111r Indal prok proSINK hr Pm)eded'/ P-jectetlY ELECTRICALSYSTEM Ambient 0 ac P 'edea' Plo'edetle P fq 1 LMF Calculated Calwbteff • In lit VOW e: 120-27W ar347-48W 50/60Hz Class 1 drivers LMF LMF P 9 � LMF LMF Power Fade-0.9atfufl Lwd �.nmem< Los LM Lm5 A9V vP • r•rl llarmontt omodkn:<zox at wulwa Is tarn wpnml:e Lm' t.Op • InlegreLlOkVsurgesuppression protection staroll • Whencodedictates Wsing,aslowblvxfuseor Type C/DbreakershauW 101D A --Lm 0.99 0.94 he usedmaaeress inruan tpfrent Isn'n SYmmeldr Loa 1m L92 1.91' tap= � • 7W Srrte Curre1M 0.15mA Awm- (Lot 0.99 on r9' 0Ua' REWWTW ORY B VOXrARY OWWS`_tCATIONS Is9•n S-oe 1.02 tan Loo' .1' cULm Listed A--1.ol 197 0.93 Oda 089 • 5uitablator-locations M'Fl • EncWsunretedlP66per IEC6D529whan,M•redw houtRoption sAmalac t01 Lm Loo vP Aga' • ConsuUfactory far CECartBiedproducts s• ay nm.mc 1100 0.96 - 0.99 0.99 ase assn • CertifiedlOANSIC136Al-2001.36bndgeandowrpassvibratlon IwFl �8'm"aln` l,0 standards't OrFl.amiaim.tl pe 2lb..tabmm.nd M-ew.cndm c,e • 10kYwrge suppression pntedion tested in aaontce w anith IEEE/ANSI�0TMwf°° 9ATn na"o°°"°°°°°e.onuwma, m.imen.nr. r.n.m iiaemax-unrepeamf ime:9M.feenweumeammne aurnianuef ere C62.41.2 lMnaunm-Worn.l4srrAt3a11�-Xtmal.famdon o^ieuml mrm. amid ranee-lenm9 gpuni.wm. • Meets FCC Part 15, Subpart B, Class, A standards foreondueted and p�.r0mwnwmini I-tL worm •e ,aiommatvreee s.um IAMm•IssNA rediated emissions LK<ooawwres a:.u.TMn onlwalbm.NMurm�apiiouri Lente P•.a.pee Ltnw9i • Lumina ireandfinish.nd.ren.tested[ Mthstand5,OCahoursef elevated ambient soli tog mnditians as delined in ASTM SfendaM B 11] • Meds BuyAmencen requirements within ARRA • ULC and DLC Premiumqualifiedveremsavainble. Some exceptions appy. Please referto knps://av na.designlights.org/search/for mot [rent information • go. compliant ConsuLt factory for,deianal details • Dark Sky Friendy, IDA Approved when ordered with 30K CCT. Please refer to hftp'✓/darksky.org/fsaffn-pnducW for most current information AA Mount --Imtm1ye ml ) r 10.6" wit (269mm26.51bs (12kg1 14B20m1 ell oni NEMA-PhoMcall lordered r en otPOanl I�m'ml CREE= US: Ugh ing.raee.mm T (BWI MA -6808 F(262]5111-51115 ranetls: wwwmr::/rauda T[8001473-1234 1(800)890-7507 TYPE S2/S3 No]MT i N RFL4 BnET'l 4" LED Recessed Module to6mxx: LIGHTING 1700 Lumens DDxTLer: y U LU O -,1 eDlr O / LU J Cl) Round BaiflplReR.gtnr s r • rJ f 1 Tf im JJ Square Ht !A fl r Ba e e dao 2� HIM 5'_ :f'E./i wwwrayonllghungmm te1:323Adfi.M26 Speclfical-ndploluctavaikbllfy :f6/1 Woomyonllghthll fax:323Ad636116 sub)eclto change without notice TYPE C SCALE: NTS REVISIONS: H 03 W N H � U Z i Z Q O w� �cr Q Yfn C7 W W Ir W Q Lit. Fr Q Q IZT 0 co M C17 Q 0 ry 0 J IL U LU O p ZCo O m LU J Cl) I- ON Cl) LL //•�� �•/ ! LL W LL, LL Lu O U o 0 o L�.ar' r_ 41,co r to LU U`�1 ) U) U I /� %/ F m Q Fee3 o to LJJ U J TI W 0to r i m to H Co W O VJ Q O IZT 0 co M C17 Q 0 ry 0 J IL DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -1 LU O p J O m LU J a Z< I- ON U)v/ LL O W LL, LL 0 DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -1 0 Z J O LL DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -1 16 15 147 13 \ C 018 21 24 + 19 22 25 j« O I O O D D D O 20 23 26 -« o L o 0 0 0 0 0 STAIR « D OE� VAT GYM SAUNA MASSAGE / CD TERRACE II II II I� �I O , 1 SECOND LEVEL PHOTOMETRICS H-2 (Schedule Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage N/A N/A + 2.2 fc 3.8 fc 1.0 fc Lamps per Lamp + 13.1 fc 70.8 fc 2.0 fc 186 6.6:1 VT6-50L-QT-41K N/A 1 4236.379 0.9 45.62 + A 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 18 14.3 fc VT6-80L-QT-41K 13.0 fc 1 6677.168 0.9 65.5 0.0 fc Al N/A N/A J = W ° 4 ELS-4-40LED 1 5036.491 0.9 38.4 B U Q � U) V) Q 8 ATL23 32LED 525MA 4K LED ACORN UPGRADE WITH FROSTED LED 1 6455.267 0.9 77.4 S1 ACT MVOLT N5 GLOBE 6 OSQ-A-m-4ME-B-40K- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 86 ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM ° S2 -A-xx-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 4 OSQ-A-xx-4ME-B-40K- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 172 ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power S3 CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM 0 -A-xx-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 102 RFL4-17W10L30K 1 1020.128 0.9 16.65 ❑ C Statistics Description 3RD FLR RESIDENTIAL CORRIDOR IEXTERIOR PARKING SPACES IPARKING LEVEL 1 IPARKING LEVEL 2 IPOOL DECK ISTAIR 1 ISTAIR 2 TYPICAL RESIDENTIAL CORRIDOR C7�'//) +o +i « D « « O O « « O « « « D D « « « o « o o « « « o « « « o o « « C + o + D + C) D + + O + + + D D [ )N 1 v.,. r Ilz�1aJf� 1 C i -do Symbol Avg Max Min Max/Min Avg/Min + N/A 0.0 fc N/A N/A N/A + 2.2 fc 3.8 fc 1.0 fc 3.8:1 2.2:1 + 13.1 fc 70.8 fc 2.0 fc 35.4:1 6.6:1 + N/A 0.0 fc N/A N/A N/A + 4.8 fc 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 + 14.3 fc 15.7 fc 13.0 fc 1.2:1 1.1:1 + N/A 0.0 fc N/A N/A N/A � o0 00 L JI � ILII .� lk SIR - 0 II I II II II I II ' o J-7 SCALE: NTS REVISIONS: H co U r - Lu N H u) = O U Z ¢ Z Q O W Q M N Y ('j LU w U ¢ Z Q Lu 0 0= ¢ 30 LL O M C`7 0 O J LL U O W O O Z Z m — co co Z LU J co Q r) cf) U 00f W IL W OC U r o ca C 0 14z (y) LU Loll) s � ) (%) -0 X U Q U) m `` Q W<ob frfr Lf)o U J = W ° m D cf) to rn U Q � U) V) Q 0 O M C`7 0 O J LL b:M 1 DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: O W O O Z m Z LU J Q r) cf) 00f W IL p b:M 1 DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: Z Q J O - LL b:M 1 DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: -O O -L) Lj- o oo o0 0 ° 00 oa STUDIO G 550 SE I BDRM 1 ° 109 °+ < Lai 4 STAIR - 3 + <,.? r'n "ti n° t1.6 8. 1 D 2.8 E VAT i 3 < - .0 3 8 .7 .3 9.4 12.0 1 B 8 4 3 2.0 .6 .6 .0 .3 2.8 2. 2. 2.9 +4. 8.3 1416 " 11 13.9 8.7 5.9 4.6 3.3 3.2 + .4 3 31 9 2.5 12.4 10.1 U o.5 3.5 9 2 ENTERTAINMENT 1 27 4 84 2.1 10.1 10.4 9.0 8.7 If32 .1 4 0 ROOM �1 THIRD LEVEL PHOTOMETRICS (Schedule Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage N/A N/A + 2.2 fc 3.8 fc 1.0 fc Lamps per Lamp + 13.1 fc 70.8 fc 2.0 fc 186 6.6:1 VT6-50L-QT41K N/A 1 4236.379 0.9 45.62 + A 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 18 14.3 fc VT6-80L-QT-41K 13.0 fc 1 6677.168 0.9 65.5 0.0 fc Al N/A N/A p Er QLb o 4 r ELS-4-40LED 1 5036.491 0.9 38.4 � LLJrn B U O� 8 ATL23 32LED 525MA 4K LED ACORN UPGRADE WITH FROSTED LED 1 6455.267 0.9 77.4 S1 ACT MVOLT N5 GLOBE 6 OSQ-A-x-4ME-B-401K- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 86 1.11- x w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM ° 5..1 -A-x 41VIE-U-571<- Cree OSQ Series Area Luminaire, Type IV Ul- x w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 4 OSQ-A-roc-01YIE-B-401<- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 172 Ul- x w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power 0 S3 CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM 0 -A-m-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 102 RFI4-17W10L30K 1 1020.128 0.9 16.65 ❑ C «C A/C EQUIPMENT (-),00+0n«(.3«n-+°5 < C 2 BDRM 1095 SE IStatistics Description 3RD FLR RESIDENTIAL CORRIDOR (EXTERIOR PARKING SPACES IPARKING LEVEL 1 IPARKING LEVEL 2 (POOL DECK ISTAIR 1 ISTAIR 2 TYPICAL RESIDENTIAL CORRIDOR TUDIO 72 SE 1 1 1 1 23 32 35 58 88 11.8 11.9 10.6 +7.3 Symbol Avg Max Min Max/Min Avg/Min + N/A 0.0 fc N/A N/A N/A + 2.2 fc 3.8 fc 1.0 fc 3.8:1 2.2:1 + 13.1 fc 70.8 fc 2.0 fc 35.4:1 6.6:1 + N/A 0.0 fc N/A N/A N/A + 4.8 fc 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 + 14.3 fc 15.7 fc 13.0 fc 1.2:1 1.1:1 + N/A 0.0 fc N/A N/A N/A 0 E 0 E D ALCONY SCALE: NTS REVISIONS: H co U IL 10 H 10 = O U Z 61 < Z < U frW M n Y ('j W W U Ir Z < W 0 fr ¢ 30 LL O C'7 M M No L.I. O J LL U O W Q J O Z Z m Z LU J EY) Q r) cf) U O� W IL W OC or U C o 0 1:1zrL0 ��0) LU �s � /1 (%) � X U Vjr, \� U) m Q W p Er QLb o C r i IM � � LLJrn 0) U O� �Q z O O C'7 M M No L.I. O J LL DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -3 O O W Q J O Z m Z LU J Q r) cf) O� W IL p DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -3 Z Q J O - LL DRAWN: DATE: 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -3 E N S W O O STORAGE (Schedule Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage N/A N/A + 2.2 fc 3.8 fc 1.0 fc Lamps per Lamp 71 13.1 fc 70.8 fc 2.0 fc 186 6.6:1 VT6-50L-QT-41K N/A 1 4236.379 0.9 45.62 + A 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 18 14.3 fc VT6-80L-QT-41K 13.0 fc 1 6677.168 0.9 65.5 0.0 fc Al N/A N/A GE Q 0 o b o U U L TJ z�m 4 ELS-0-00LED 1 5036.491 0.9 38.4 LU B U 8 ATL23 32LED 525MA4K LED ACORN UPGRADE WITH FROSTED LED 1 6455.267 0.9 77.4 S1 ACT MVOLT N5 GLOBE 6 OSQ-A-xx4ME-13-401<- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 86 ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM S2 -A-xx-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 4 OSQ-A-xx4ME-13401<- Cree OSQ Series Area Luminaire, Type IV CONFIGURED FROM MDA 1 8779.464 0.9 172 ULxxxxx w/OSQ-BLSMF Medium w/ Backlight Shield, B Input Power S3 CONFIGURED FROM OSQ- Designator, 4000K CONFIGURED FROM O-A-xx-4ME-U-57K- Cree OSQ Series Area Luminaire, Type IV ULxxxxx w/OSQ-BLSLF Medium w/ Backlight Shield, U Input Power Designator, 5700K 102 RFL4-17W10L30K 1 1020.128 0.9 16.65 ❑ C < > > < � �� > �J I� 9C7j STUDIO 2 BDRM 2 BDRM 2 BDRM 620 SF 1095 SF 1095 SR 1095 SR ° STAR - B oa 00 II e VAT F O V 1 BDRM 1000 SF STUDIO 550 SF TERRACE TERRACE 0 L 4 4 - 1 � .0(Do(D 5 �k < �L < > 2 BDRM �' 2 BDRM 1095 SR 1095 SF Statistics Description 3RD FLR RESIDENTIAL CORRIDOR (EXTERIOR PARKING SPACES IPARKING LEVEL 1 IPARKING LEVEL 2 (POOL DECK ISTAIR 1 ISTAIR 2 TYPICAL RESIDENTIAL CORRIDOR Symbol Avg Max Min Max/Min Avg/Min + N/A 0.0 fc N/A N/A N/A + 2.2 fc 3.8 fc 1.0 fc 3.8:1 2.2:1 71 13.1 fc 70.8 fc 2.0 fc 35.4:1 6.6:1 + N/A 0.0 fc N/A N/A N/A + 4.8 fc 14.0 fc 1.2 fc 11.7:1 4.0:1 + 14.2 fc 15.7 fc 12.8 fc 1.2:1 1.1:1 + 14.3 fc 15.7 fc 13.0 fc 1.2:1 1.1:1 + N/A 0.0 fc N/A N/A N/A OOO❑ ❑5 00� ® 00 < ❑EG STUDIO 650 SF ooO ' TUDIO oo ❑ I 2 BDRM 72 SR JII 1095 SR STUDIO L 0 -'U _ 650 SF STAIR n RDI 0 0 JL�Q F 2 BDRM 1000 SF TERRACE v%✓oA MIER �1 TYPICAL LEVEL PHOTOMETRICS SCALE: NTS P1 REVISIONS: H co U r - Lu N H 0 = O U Z < Z < O U-1 M N Y ('j LU LU U ¢ Z < Lu 0 Ir ¢ 30 LL It 0 M M Q O J LL U OLU O Z) Z Z //r�y./'� LIt LU - Cl) Cl) Z CO C) C/) rr ^^_ v! 71 OLU LU 0 o Q Uo r` �63 o M LU � O O �1 (� X U (n in Q w GE Q 0 o b o U U L TJ z�m LU U O It 0 M M Q O J LL DRAWN: DATE 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -4 OLU O Z) Z //r�y./'� LIt LU Z Lw C) C/) OLU W LL Q DRAWN: DATE 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -4 Z (a) J (0 O - LL DRAWN: DATE 4-6-18 PROJECT NUMBER: 14-17 SHEET NUMBER: PH -4