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2010-27465 Reso RESOLUTION NO. 2010-27465 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE AN UNDERGROUND DUCT BANK INSTALLATION AGREEMENT WITH FLORIDA POWER AND LIGHT COMPANY (FPL), AND GRANT FPL AN EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF CONDUIT, UNDERGROUND DUCT BANK, AND A TRANSFORMER THAT WILL SERVE COLLINS PARK. WHEREAS, on July 28, 2004, the City Commission approved Resolution No. 2004- 25652, approving a Professional Services Agreement for design services with MC Harry Associates for the design of Collins Park, parking lot, streetscape and the Rotunda renovation, under the Master Plan originally prepared by Robert A.M. Stern Architects; and WHEREAS, a Job Order Contracting construction contract was awarded to Metro Express, Inc. for the Collins Park project; and WHEREAS, the project was implemented in two phases in order to accommodate work to the east and west of Collins Avenue, and; WHEREAS, the work to the east of Collins Avenue was completed on October 19, 2001, and the second phase of work (west of Collins Avenue)was completed on July 26, 2011; and WHEREAS, in order to service the project, FPL requires the siting of its facilities within Collins Park; and WHEREAS, these facilities will provide utility service to the Park and the adjacent area; and WHEREAS, in order for FPL to maintain its facilities, it requires that the City execute a Duct Bank Installation Agreement, and grant FPL an easement within Collins Park, at 22nd Avenue between Collins Avenue and Park Avenue to service such facilities. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby approve and authorize the Mayor and the City Clerk to execute an Underground Duct Bank Installation Agreement with FPL, and grant FPL an easement for the installation and maintenance of conduit and a transformer that will serve Collins Park. PAS N 3 041 T his 157F,Clay of �P bPr, 2010. A EST PPROVED AS TO ROBERT ; A Ro GI� TY RK M I HERRERA B WER, MAYOTORM &LANGUAGE ... &FOR EXECUTION . TAAGENDA\2010\Se ember 151Oons�nt\Collins Park FPL Easement RESO.doc L4 City Attorne` Date COMMISSION ITEM SUMMARY Condensed Title: A Resolution authorizing the Mayor and City Clerk to execute an Underground Duct Bank Installation Agreement with Florida Power& Light Company and record an easement to Florida Power& Light at Collins Park for the installation and maintenance of conduit, underground duct bank and a transformer that will serve the Park. Key Intended Outcome Supported: Ensure Well-Designed, Quality Capital Projects. Supporting Data (Surveys, Environmental Scan, etc.): 82.4%of Mid Beach residents surveyed rated the Maintenance of Parks as Excellent&Good compared to 85.4% of residents in the city overall. This is an increase of 5.7% overall from year 2007 to 2009. 84.1% of Mid Beach residents surveyed rated Overall Quality of Life within the City of Miami Beach as Excellent& Good compared to 84.8 of residents in the city overall. This is an increase of 0.1% overall from year 2007 to 2009. Issue: Shall the City Commission adopt the Resolution? Item Summa /Recommendation: In order to service the project, FPL requires the siting of its facilities within the Park property. These facilities will provide utility service to the Park and the adjacent area. The Underground Duct Bank Installation Agreement provides for certain work to be performed by the City of Miami Beach and FPL in order to provide utility service. Work elements that are to be performed by the City of Miami Beach will be performed via the Collins park contractor. In order for the utility service providers to maintain their facilities they require an easement over public lands to service their facilities. The Administration recommends that the City execute the Underground Duct Bank Installation Agreement and record the easement for FPL in order to provide the necessary utility services to the Collins Park project. Advisory Board Recommendation: CIPOC Financial Information: Not a pplicable, no funding required. Source of Amount Account Approved Funds: 1 2 4 OBPI Total Financial Impact Summary: City Clerk's Office Legislative Tracking: Maria Hernandez x2584 Sign-Offs: Departmen irector Assistant City Manager City Mana e Coc JGG JMG T:\AGENDA\2010\September 15\Consent\Collins Park FPL Easement-SUMMARY.doc M I AM I B EAC H AGENDA ITEM C 7 DATE 9 If-A) MIAMI BEACH City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139,www.miamibeachfl.gov COMMISSION MEMORANDUM TO: Mayor Matti H. Bower and Members of the Cit ommission FROM: Jorge M. Gonzalez, City Manager DATE: September 15, 2010 SUBJECT: A RESOLUTION OF THE MAYOR AIN Y COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE UNDERGROUND DUCT BANK INSTALLATION AGREEMENT WITH THE FLORIDA POWER AND LIGHT COMPANY AND RECORD AN EASEMENT TO FLORIDA POWER AND LIGHT COMPANY AT COLLINS PARK FOR THE INSTALLATION AND MAINTENANCE OF CONDUIT, UNDERGROUND DUCT BANK AND A TRANSFORMER THAT WILL SERVE THE PARK. ADMINISTRATION RECOMMENDATION Execute the Agreement and record the easement. FUNDING No funding is required in order to execute the Agreement and record the easement. ANALYSIS On July 28, 2004, MC Harry Associates was commissioned by the City of Miami Beach to provide design services for Collins Park, parking lot, streetscape and the Rotunda renovation under the master plan originally prepared by Robert A.M. Stern Architects. The project scope included renovations to Collins Park, the parking lot to the east of the park, and adjacent streetscape improvements. A more detailed explanation of the three areas is provided below: • Collins Park Renovation of the existing park which includes landscaping, irrigation, pedestrian lighting, drainage, hardscape including but not limited to curbs, sidewalk, and ADA ramps, renovation of the Rotunda building, and street furniture as described in the Master Plan. • 21 st Street Parking Lot (East of Collins Avenue) Renovation of the existing parking lot, including new landscaping, irrigation, lighting, drainage and proposed hardscape improvements, including curbs, sidewalks,and ADA ramps. • Streetscape Renovation of existing streetscape along 21St Street and 22"d Street including replacement of existing sidewalks, lighting, irrigation, landscaping, street paving, street furniture, drainage and waterline improvements. i Collins Park-FPL easement September 15, 2010 Page 2 of 2 On August 15, 2008, a Job Order Contracting contract was awarded to Metro Express, Inc. The project was implemented in two phases in order to accommodate work to the east and west of Collins Avenue. The work to the east of Collins Avenue was completed last summer and the second phase of work (west of Collins Avenue) is currently under construction. In order to service the project, FPL requires the siting of its facilities within the Park property. These facilities will provide utility service to the Park and the adjacent area. The Underground Duct Bank Installation Agreement provides for certain work to be performed by the City of Miami Beach and FPL in order to provide utility service. Work elements that are to be performed by the City of Miami Beach will be performed via the Collins park contractor. In order for the utility service providers to maintain their facilities they require an easement over public lands to service their facilities. Attached please find an Attachment A entitled Underground Duct Bank Installation Agreement dated February 16, 2010 which describes the agreement between FPL and the City of Miami Beach and Attachment B which describes the sketch and legal description for the utility easement. CONCLUSION The Administration recommends that the City execute the Underground Duct Bank Installation Agreement and record the easement in order to provide the necessary utility services to the Collins Park project. Attachment A— Underground Duct Bank Installation Agreement Attachment B - Easement JMG/,t /C /MH T:\AGENDA\2010\September 15\Consent\Collins Park FPL Easement-MEMO.doc i Attachment A i FPL Work Request No.3571450 Project Name:Collins Park Relocation of FPL Facilities FPL UNDERGROUND DUCT BANK INSTALLATION AGREEMENT I This Agreement, made this 16th day of February 2010 by and between City of Miami Beach (hereinafter called the Customer)and Florida Power and Light Company,a corporation organized and existing under the laws of the State of Florida(hereinafter called FPL). I WHEREAS; the Customer has requested the pre-approval of the location and installation of underground distribution facilities to be located within the City of Miami Beach Right-of-Way. WITNESSETH i That,for and in consideration of the covenants and agreements herein set forth,the parties hereto covenant and agree as follows: 1. The customer shall: I a) furnish all necessary labor, equipment, material Including concrete (except materials listed herein) i and AS-BUILT Survey,to install approx.236 feet of 2-5", 150 feet of 4-5"concrete encased,20 feet of 2-5", and 80 feet of 3-"concrete encased PVC conduits with a minimum of 36"cover, conduit spacers, electronic markers and associated materials provided by FPL in accordance with the instructions and specifications shown on FPL drawings:Exhibit"A"WR#3571450,UN 2.0.0 fig.1, 2, 3 & 4ti UPI-21.0.0, UX-114.0.1, UX-122.0.0, UN-6.0.0, C-32.0.2 and AS-BUILT SURVEY REQUIREMENTS attached to this Agreement, b) be solely responsible for the Installation of concrete encased PVC conduits at the correct location and the correct depth pursuant to the FPL construction drawing and specifications; i' c) provide concrete for encasement of PVC conduits; 1 d) correct any discrepancies found In the installation that are inconsistent with the instructions and I specifications attached to this agreement or FPL will not proceed with remainder of relocation work per associated/related Work Requests#3573471 � e) provide crew to core drill into existing FPL sidewalk vault(below grade); f) notify FPL when the conduit is placed prior to pouring concrete for inspection; g) provide"AS-BUILT"prints and provide"AS-BUILT SURVEY' by a Florida registered surveyor within two(2)weeks of final installation(see attachment"AS-BUILT SURVEY REQUIREMENTS"); h) provide for pick-up of materials not delivered to job site.i.e.410 copper Insulated neutral wire i I) assume liability for materials lost,stolen or damaged once the customer receives material; j) assume liability for any delays and/or additional costs to FPL caused by a conduit installation that is not consistent with the Instructions and specifications attached to this agreement. k) be responsible for and shall perform anylall demolition/restoration work complying with all temporary and final restoration requirements set by City of Miami Beach Public Works Department within City Right-of-Way. I) be responsible for obtaining all construction permits required for installation within property 2. FPL shall: a) provide written instructions and specifications for the Installation of FPL provided PVC conduit; Page 1 of 2 Form 604C(Non-Stocked) l I � b) provide 5"PVC conduit,conduit spacers,410 copper insulated neutral wire,and electronic marker to the Customer for the installation of underground facilities within the specified duct bank route; i c) deliver transformer pad and concrete foundation for padmounted switch cabinet; for customer to install d) assume no liability for materials lost,stolen or damaged once received by the customer; e) furnish any additional material at the current cost plus applicable loading and delivery charges; Q assume no liability for delays caused by material delivery deficiency,including insufficient,lost,stolen or damaged material; g) assume no liability for delays because of misunderstanding of installation drawings or specifications, h) assume no liability for delays or additional cost caused by an inadequacy of the conduit system 1 Installation; i) assume no liability for special incidental or consequential damages of any nature; j) obtain design permit from City of Miami Beach Public Works Department for facilities installed within right-0f-way; k) provide crew to standby for customer to core drill into sidewalk vault and for customer to install conduits Into existing padmounted transformer and sidewalk vault. 3. This agreement is subject to FPUs General Rules and Tariff and the Rules of the Florida Public Service Commission. 4. Customer agrees to protect, defend, Indemnify and hold FPL, its officers, directors, employees, and agents (FPL Entitles)free and unharmed from and against any and all claims, liabilities, loss,costs,or damages whatsoever,related to any claim made by tenants,invites,licensees,quests,any other or third parties,including court costs and attorney's fees,whether or not due to or caused in whole or part by the j negligence of FPL Entities, resulting from or In connection with the performance of this Agreement by either party hereto. IN WITNESS WHEREOF the parties hereto have caused this Agreem nt to be duly executed to be effective as of the day and year written above. Accep d: a d. �o rn.P4. for Customer (date)r —Central Service Center Witness (date) Witness (date) 1 1 Page 2 of 2 Form soar(Non-Stocked) I f s CONDUIT LOCATIONS FOR 3 PHASE I UX-114.0.1 DEAD FRONT PAD MOU TED TRANSFORMERS UX-114.0.1 i WITH SECTIONALIZING CABLE THRU) UP TO I 500KVA USING 2-5 DUC S FOR PRIMARY CABLES I i I coo - v I � 80'. 1 i I I i 14" Cot✓Dv IT u Q RIMARY o " �...'.:.:S.�G.... 1.5.. ( 3" l'......... o :.� 1-1/2" I 5" CONDUIT METERING UIT MAX 9" 13" 14" (IF REQUIRED) j (FRONT OF PAD) l } NOTES: l 1. REFERNECE 1-70.0.1 OF THE DCS 2. PAD M&S 162-246-800 3. ALL CONDUITS TO EXTEND 3" MAX ABOVE GROUND LEVEL. i 4. ALL SECONDARY f CUSTOMER CONDUITS MUST FR WITHIN THE 19°X13" I SHADED AREA INDICATED. WILL HOLD 8-4" CONDUIT MAX. 5. ALL CONDUIT RELATED DIMENSIONS ARE TO BE CENTER OF THE DUCT 6. MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. 1 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: GUS DRAWN BY: BO.L 2 9/2/00 UPDATE ORANINO NOTE CAP EIS AEL DATE APPROVED: JA MCEVOY 0-5/20/02,1 UPDA RA NC NO 4 P JJY NO SCALE SUPERVISOR,ON W.PRODUCT NO. DATE REVISION LO. DRAWN APPR. SUPPORT . 1 f i 1 TYPICAL INSTALLATION OF 15 OR 25 KV L-2jC-32. C--32.0.2 S & C TYPE PME DEAD FRONT THREE PHASE PAD MOUNTED SWITCHGEAR I W H GROUNDING I 2 BAR — FURNISHED 4 IN SWITCHGEAR. 5 3 2 PLUG HOLES WITH CONCRETE FPL GND ROD 3 " •. 36" MIN. AFTER INSTALLATION. ALTERNATE 11 LOCATION 2 , 'a SEE NOTE 9 4 7. _ 221/2' 221/2 DIMENSIONS INCHES WEIGHT SWEEP SWEEP TYPE I W I D LT-PI IN LBS." INSTALL DUCT SEAL PME-9 751 67 50 2300 I PER UN-29.0.0. 15 KV PME-11 75 73 50 2350 600 AMP FEEDER SIDE PME-9 $8488�1 2 56 2900 I I SECTION A—A 25 KV PME-11 1 2 56 2950 I PME-10 2 56 3000 W * ADD 150 LBS. FOR STAINLESS STEEL I j I fi GROUNDING RINGS — FURNISHED t5 IN SWITCHGEAR. 4 1 3 q 2" PVC I INSTALL DUCT SEAL ON ALL DUCTS-PER UN-29.0.0. I FUSE SIDE (PME-9 SHOWN) ( SECTION B—B F P L OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE DRAWING ADDEO PME-10 ORIGINATOR: RWS DRAWN BY: JRG 2 7/21/0 AND CHANGED SOME TEXT' RAP JES JJM ADDED ARROW TO INCLUDE DATE:6/30/93 APPROVED: R.J. SALESKY NO SCALE 1 9/30/9 TOP CHAMBER SECTION Q RJO BQ RJS DIRECTOR. DISTRIBUTION ENGINEERING NO. DATE REVISION ORIG. DRAWk APPR. AND OPERATIONS SERVICES it f PROTECTIVE BARRIER AND PLANTING UN-21.0.0 CLEARANCES FOR PAD MOUNT UN-21.0.0 TRANSFORMERS AND SWITCHES i ALL FRONT ALL REAR BARRIERS REMOVABLE BARRIERS FIXED FIXED BARRIER 'CONCRETE PAD CONCRETE PAD CONCRETE PAD `� l Q LL til L z °d z 3'-O" °d z 5 15a MAX. TX. 0 a ,i TX. Z a TX. I z o r OR ?a r OR j� r OR 0 I } x L SWITCH o: ® Z SWITCH " ¢o L� SWITCH �d o 9"MIN. �d 0 '� o t ° FRO �0 L"J INSTALL ADDITIONAL r�REMOVADLE J BARRIER BARRIERS AS REQUIRED j DRILL 1/2" THRU PLAN I : HOLE FOR LIFTING 4" STD. G.I. PIPE WITH THREADED G.I. FILL 4" SfO, G.I. PIPE WITH CAP. THREADS MAY BE SPRAYED WITH �lCONCRETE. LEAVE CROWN OF 10" M&S #504--14.450-4.) CONCRETE. I o PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER PAINT PIPE TO MATCH 3'-6" MIN. TRANSFORMER 3" 5" STD, G.I. PIPE SLEEVE SLOPE CONCRETE FOR ` SLOPE CONCRETE FOR WATER SHED WATER SHED 1.-6" 12" 3,-3 Ne" 7GALVANIZED. BOLT 2- WELL TAMPED EARTH X 8" 6° WELL TAMPED EARTH REMOVABLE BARRIER FIXED BARRIER I r� SECTION 3' MIN. SEE NOTE 1 , NOTE % 'CONCRETE 1 - PADMOUNTED SWITCHES REQUIRE 8' w P " �� MIN. CLEARANCE FRONT AND REAR. "% �. TX. fi 2. "ELECTRIC EQUIPMENT-KEEP OUT" DECAL % SWIRTCH ! THAT SHOWS THE MINIMUM SEPARATION DISTANCES 410" FOR BUSHES FROM TRANSFORMERS IS M & S 548-56010-4. 3' MIN. —FRONT 3' MI i 3' MIN 8' MIN. 'i OPENING FOR F P L U HOT STICK OH & UG DISTRIBUTION SYSTEM STANDARDS rJ PLAN OPERATION 2 7/16/01 UPDATE DRAWING (NOTES) RAP JPMGRJS ORIGINATOR: CJM DRAWN BY: PTN 1 6/27/99 UPDATE DRAWING (NOTES) RAP 0 9/30 94 ORIGINAL DRAWING CJM DATE:9/30/94 APPROVED: R.J. SALESFCY NO SCALE DIRECTO . DISTRI ON EN ERINO ION ORIG AND OPERATIONS SERVICES i TYPICAL INSTALLATION OF CONDUIT UN-6.0.0 I UN- 6.0.0 ELLS AT RISER POLES AND I1 PAD MOUNTED TRANSFORMERS "B" do II " PVC/PE U--GUARD W/ADAPTER BOOT I I'-"- PVC/PE U-GUARD W/ADAPTER BOOT { A I ,1 PVC BEND �24' MIN. 3" RADIUS FOR SECONDARY) MAX• (36" MIN. RADIUS (NOTE 3) (NOTE 3) FOR PRIMARY) 2" PVC OR 48" MIN. CABLE IN CONDUIT •f, RADIUS (PVC OR PE DUCT) w. PE CONDUIT :.. •lV•r.' 2" PVC COUPLING (2" PE BEND CAN BE MADE WITHOUT COUPLING) „ SECTION "A—A” SECTION "B—B PAD PVC OR PE CONDUIT MOUNTED I TRANSFORMEF �'r'�: it�'ei'•.� �r REGULAR t! (42"t HIGH) _ IO DEADFRONT --- SEE NOTE 2 (35"f HIGH) j SEE NOTE 2 I PVC, OR PE CONDUIT PAD MOUNTED �.;''�;ci7:L,� ,• TRANSFORMER LOWSTYLE SEE NOTE 2 (24"f HIGH) I NOTES: 1.SENDS AT RISER POLE CAN BE ENCASED IN CONCRETE 0-80LB. BAGS FOR 2" RISER CONDUIT AND 4-80LB. BAGS FOR 5 RISER, SAKRETE M&S 503-10700-1). IF PULL•TENSIONS WARRANT, FORM CONCRETE ADJACENT TO POLE AND AT SURFACE. 2.RADIUS VARIES. FOR 2" PVC CONSTRUCTION USE 24" OR 36" RADIUS, M&S 164-23800-6 OR M & S #164-23901-1. PE CONDUIT MAY BE FIELD BENT. 3.NESC RULES REQUIRE MIN. 30" DEPTH FOR PRIMARY VOLTAGE CABLE. WHERE CONCRETE ENCASED, LESSER DEPTHS ARE PERMITTED. SUPERSEDES UN-6.0.0 LAST REVISED ON 6-30-93 F P L u 1 OH & UG DLSTRMUTION SYSTEM STANDARDS N ` 2 7/13/01 UPDATE DRAWING (t NOTES TEXT) RAP JES JJM ORIGINATOR 8LM DRAWN BY: RAS 1 8/26/99 UPDATE DRAWING (NOTES & TEXT) RAP JES JJM 11 0 8/G9/96 ORIGINAL DRAWING BLM � JJM DATE:8/09/9 6 APPROVED' J.J. MCEVOY NO SCALE I SUPERNSOR, ON UG PRODUCT tI Np• DATE REVISION ORIO. DRAWN APPR. SUPPORT SE ES 3 i i i U -f 22.0. CONCRETE FOUNDATION FOR UX--f 22,0.0 ` DEADFRONT THREE PHASE I PAD MOUNTED SWITCHES 15 AND 25KV j B4' 91 4 B6• 9. 9' 73" 9' 9• 2' o 71 T D D O O 2 IN2 THREADED F�2' INSERTS 3/4' HOLE 3/4' HOLE m _ SEEE NOTE 3-_ _ _ SEE NOTE 3 I j 2 71 1 l • F-;I T2 I I 2 T DI-:I L BEADED INSERTS SIDE WITH DOORS of .�_ 11 ° 1MKV PAD TOP SECTION 29KV PAD TOP SECTION j 25W PAD TOP SECTION f 84' 91' 66° 19° �1 9°r 73'--_:9• /4' CHAMFER f 4 BARS, WELD CORNERS OR I - _ aD LAP 12' -1/2• USE 9 2 TIES 2-1%26 68- 6• 81 6.ON 18' CENTERS T -1 12' 1^----15KV�`1 12- I'- —1 12- Z70g��_'112° F` IFRONT & BACK NEW (DOORS) FONT & BACK VIEW (DOORS) 78 91 ,1 I i 4' 61' 9• 9' 3-1/2g 60' •1/2' 69' I n 7 12` 1-58- —1 12° r— 112' 87m 12' 1` JyL SIDE VIEW . 11.. INSIDE EDGE OF INSERT TO BE MINIMUM OF 2' APPROXIMATE FROM EDGE OF CONCRETE WEIGHT (POUNDS) 2. LIFTING RINGS TO BE GALV. WIRE ATTACHED TO 15KV PAD 3500 C1FT1N0 NFORCING ROD TTOT�AID 4F'AVE ADEQUATE 15KV CHAMBER 3250 3. 3/4. 4 HOLE FOR UFT1N0 80 TO TO EXTEND 25KV PAD 3900 5401 DUGH THE WALL SUPPLIED WITH SEALING 25KV CHAMBER 4140 CAP PLUG. (TOTAL 4) 4. TOP SURFACE SHALL BE SMOOTH PLANE THE MAXIMUM ALLOWABLE VARIATION IN HEIGHT DEADFRONT PAD AND CABLE CHAMBER BETWEEN ANY TWO POINTS ON THIS SURFACE IS M&S NUMBER 0.125 INCHES. DESCRIPTION S. SUPERIOR THREADED INSERTS, 1 2' WITH PLUG, 15KY TOP PAD ONLY 162-12203-5 ELECTRO-GALV., 8 REQUIRED. SEE DETAIL A). DETAIL Y 6. #2 AND #4 REINFORCING RODS. 15KV TOP PAD AND 162-12201-9 7. 4000 LOS. TEST CONCRETE. BOTTOM CHAMBER 8. MANUFACTURERS IDENTIFICATION, YEAR OF MANUFACTURE,AND FPL CO. M&S NUMBER 25KV TOP PAD ONLY 162-12205-1 j TO BE CAST IN TOP SURFACE OF PAD NEAR 250 TOP PAD AND t82-12202-7 F P L CENTER OF PAD AND IN FOOTING OF CHAMBER BOTTOM CHAMBER NEAR CENTER OF FOOTING. (THIS REQUIRED WHEN PRECAST). OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: SMS DRAWN BY: BILL 3 10/19/00 UPDATE DIJUN3fONS RAP JES JJM 2 10/10/96 UPDATE FOUNDATION BS BILL' BS DATE: APPROVED. J.J. MCEVOY NO SCALE SUPERVISOR OH UG PROD T NO. DATE REVISION ORIG. DRAWN APPR. SUPPORit S CES I i 1 UN-2.0.0 UN-2.0.0 DUCT BANK CONSTRUCTION i NEUTRAL POSITION i SEE NOTE 3 FOR (4/0 COPPER INSULATED WIRE). (M & S#110-10106-1) BURIAL DEPTH. ®® LAY NEUTRAL AND PUSH INTO I CONCRETE IMMEDIATELY AFTER ®® 3, POURING, FOR MECHANICAL PROTECTION OF NEUTRAL. 2" FIGURE 2 CONCRETE ENVELOPE 9> DETAILS 9 CONCRETE i ENVELOPE i FIGURE 9 HORIZONTAL STAGGERING o'"y OF ROWS 9 s ± 40 cy I f I I FIrRURE 3 BASE SPACERS VERTICAL STAGGERING t OF TIERS l BASE SPACERS CONCRETE ENVELOPE A POLE I i FIGURE 4 9 9� i SINGLE TIER DUCT BANK L CONCRETE SPECIFICATIONS NOTES: USE PVC BEND I AMOUNT OF CEMENT IN MIX 1.DUCTS MUST BE SECURELY BOUND WHENEVER POSSIBLE, SHALL NOT BE LESS THAN 6 IN POSITION BEFORE CONCRETE 36' MIN. RADIUS FOR 2' i SAGS PER CU. YD. AND SHALL IS POURED. 48' MIN. RADIUS DEVELOP 3000 LBS. PER SQ. y THE JOINTS IN MULTIPLE TIER FOR 5° OR 6" IN. AFTER 28 DAYS. COARSE DUCT BANKS MUST BE STAGGERED Fy> AGGREGATE SHALL HAVE A Er HER HORIZONTALLY OR VERTICALLY MAXIMUM SIZE OF 1/2'. AS SHOWN BUT NEED NOT BE y+ STAGGERED IN BOTH PLANES. GEJ, URE 5 PVC U—GUARD ENTRANCE DETAIL SUPERSEDES UN-2.0.0 LAST REVISED ON 6-30-93 i F P L U i OH & UG DISTRIBUTION SYSTEM STANDARDS N i ORIGINATOR: BLM DRAWN BY: RAS 1 t713 01 UPDATE DRAWING (TOR} RAP JES JIM 0 /98 REVISED CONCRETE SPECIRcAT10NS SLM RAS JJM DATE 8-9-98 APPROVER: JJ. MCEVOY NO SCALE N ADDED R RE IREMENTS SUPERVISOR HUG PRODUCT 1111 N0. DATE REVISION ORIG. DRAWN APPR. SUPPORT' WOES` . & © � m ro � � ., ' �K(\ ■47 � ` o 2 rz g§_ I « %§2 ® . . . /�q mm , ;§§ §§% ' . e i / @ � � k e � r � IF Wiv W . : §k ■ c 471 .o 9 mk � 7§)!§ mm . M 0 -0 m � . , (k � ■ � m b f 4§\7 § � ! n2§ w cl | ` � Attachment B Work Request No. 3571450 EASEMENT Sec.23,Twp 53 S, Rge 42 E This Instrument Prepared By Name: Maria Hernandez,CIP Department Parcel I.D.02-3226-001-0370 Co.Name: City of Miami Beach (Maintained by County Appraiser) Address: 1700 Convention Center Drive Form 3722(Stocked)Rev.7/94 Miami Beach,FL 33139 pg 1 of 3. The undersigned, in consideration of the payment of $1.00 and other good and valuable consideration,the adequacy and receipt of which is hereby acknowledged, grant and give to Florida Power&Light Company, its licensees,agents,successors, and assigns,an easement forever for the construction,operation and maintenance of underground electric utility facilities (including transformers, cables, conduits and appurtenant equipment)to be installed from time to time;with the right to reconstruct, improve,add to,enlarge,change the voltage,as well as,the size of and remove such Reserved for c1mult court I facilities or any of them within an easement 10 feet in width described as follows: A STRIP OF LAND 10-FEET IN WIDTH,LOCATED IN THE MIAMI BEACH IMPROVEMENT COMPANY SUBDIVISION,SECTION 23-26-27-34, TOWNSHIP 53 S,RANGE 42 E,CITY OF MIAMI BEACH,FLORIDA,AS RECORDED IN PLAT BOOK 5,PAGE 7,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; BEING 5.0 FEET WIDE ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE INTERSECTION OF COLLINS AVENUE AND 22Np STREET, THIS POINT DESIGNATED AS POINT OF COMMNCEMENT P.O.C.; THENCE ON AN ASSUMED N89"59'38W BEARING ALONG THE CENTERLINE OF 22 NO STREET THEREOF A DISTANCE OF 96.48 FEET TO A POINT ON SAID CENTERLINE;THENCE RUN S00"00'52"W FOR A DISTANCE OF 30.00 FEET TO A POINT TO BE DESIGNATED THE POINT OF BEGINNING P.O.B.OF THIS EASEMENT; THENCE RUN S00°00'52"W FOR A DISTANCE OF 7.52 FEET TO A POINT; THENCE RUN N88"46'04"W FOR A DISTANCE OF 38.40 FEET TO A POINT; THENCE RUN S83"52'03"W FOR A DISTANCE OF 93.50 FEET TO A POINT; THENCE RUN N89"57'03"W FOR A DISTANCE OF 39.76 FEET TO A POINT; THENCE RUN N78"48'05"W FOR A DISTANCE OF 47.94 FEET TO A POINT; THENCE RUN S09°01'41"W FOR A DISTANCE OF 73.56 FEET TO A POINT; THENCE RUN S84°37'23"W FOR A DISTANCE OF 87.84 FEET TO A POINT; THENCE RUN S70°31'43"W FOR A DISTANCE OF 17.37 FEET TO A POINT; THENCE RUN S56"34'30"W FOR A DISTANCE OF 59.10 FEET TO THE POINT OF TERMINATION P.O.T.OF THE EASEMENT,LYING AND BEING IN THE CITY OF MIAMI BEACH,MIAMI-DADE COUNTY,FLORIDA. THE CENTERLINE OF THE 10 FEET WIDE EASEMENT DESCRIBED ABOVE IS APPROXIMATELY COINCIDENT WITH THE CENTERLINE OF THE FPL ELECTRICAL DUCT BANK AS SHOWN ON THE AS-BUILT DRAWING PREPARED BY MPG TECHNICAL GROUP CORP. ARTURO MENDIGUTIA,PROFESSIONAL LAND SURVEYOR&MAPPER LICENSE NO.5844,STATE OF FLORIDA,DATED 06124/2010,FOR THE MIAMI BEACH COLLINS PARK CULTURAL CAMPUS PROJECT,CITY OF MIAMI BEACH,MIAMI-DADE COUNTY,FLORIDA. Together with the right to permit any other person, firm or corporation to attach wires to any facilities hereunder and lay cable and conduit within the easement and to operate the same for communications purposes; the right of ingress and egress to said ppremises at all times; and further grants, to the fullest extent the undersigned has the power to grant, if at all, the rights hereinabove granted on the land heretofore described, over, along, under and across the roads, streets or highways adjoining or through said property. I IN WITNESS WHEREOF, the undersigned has signed and sealed this instrument on ,20 Signed,sealed and delivered in the presence of orpora a name I By: (Witness'Signature) ress ens signature) Print Name: Print Name: (Witness) Print Address: I i ness Signature) Attest: (Secretary's signature) Print Name: Print Name: (Witness) Print Address: STATE OF AND COUNTY OF The foregoing instrument was acknowledged before me this day of 20_, by , and respectively the President and Secretary of a corporation, on behalf of said corporation, who are personally known to me or have produced as identification, and who did (did not) take an oath. (Type of Identification) My Commission Expires: Notary Public,Signature Print Name M e. O �Ts•rn aro�s N -ti 3nAGANSN17703 aE IIII�IIII � � � I e I I ® a a I O � El a3 IIIII�IIII i i Cl m I I 02 II I l ea I I I 12 _ I � I o � � b 0 0 Y I a �a 11 I ATTACHMENT "B"— LEGAL DESCRIPTION LEGAL DESCRIPTION OF AN EASEMENT TO BE GRANTED TO THE FLORIDA POWER AND LIGHT COMPANY. A STRIP OF LAND 10-FEET IN WIDTH, LOCATED IN THE MIAMI BEACH IMPROVEMENT COMPANY SUBDIVISION, SECTION 23-26-27-34, TOWNSHIP 53 S, RANGE 42 E, CITY OF MIAMI BEACH, FLORIDA, AS RECORDED IN PLAT BOOK 5, PAGE 7, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; BEING 5.0 FEET WIDE ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE INTERSECTION OF COLLINS AVENUE AND 22ND STREET, THIS POINT DESIGNATED AS POINT OF COMMNCEMENT P.O.C.; THENCE ON AN ASSUMED N89 059'38"W BEARING ALONG THE CENTERLINE OF 22ND STREET THEREOF A DISTANCE OF 96.48 FEET TO A POINT ON SAID CENTERLINE; THENCE RUN S00°00'52"W FOR A DISTANCE OF 30.00 FEET TO A POINT TO BE DESIGNATED THE POINT OF BEGINNING P.O.B. OF THIS EASEMENT; THENCE RUN S00°00'52"W FOR A DISTANCE OF 7.52 FEET TO A POINT; THENCE RUN N88 046'04"W FOR A DISTANCE OF 38.40 FEET TO A POINT; THENCE RUN S83 052'03"W FOR A DISTANCE OF 93.50 FEET TO A POINT; THENCE RUN N89 057'03"W FOR A DISTANCE OF 39.76 FEET TO A POINT; THENCE RUN N78 048'05°W FOR A DISTANCE OF 47.94 FEET TO A POINT; THENCE RUN S09 001'41"W FOR A DISTANCE OF 73.56 FEET TO A POINT; i THENCE RUN S84 037'23"W FOR A DISTANCE OF 87.84 FEET TO A POINT; THENCE RUN S70 031'43"W FOR A DISTANCE OF 17.37 FEET TO A POINT; THENCE RUN S56 034'30"W FOR A DISTANCE OF 59.10 FEET TO THE POINT OF TERMINATION P.O.T. OF THE EASEMENT, LYING AND BEING IN THE CITY OF MIAMI BEACH, MIAMI-DADE COUNTY, FLORIDA. THE CENTERLINE OF THE 10 FEET WIDE EASEMENT DESCRIBED ABOVE IS APPROXIMATELY COINCIDENT WITH THE CENTERLINE OF THE FPL ELECTRICAL DUCT BANK AS SHOWN ON THE AS-BUILT DRAWING PREPARED BY MPG TECHNICAL GROUP CORP. ARTURO MENDIGUTIA, PROFESSIONAL LAND SURVEYOR& MAPPER LICENSE NO. 5844, STATE OF FLORIDA, DATED 06/24/2010, FOR THE MIAMI BEACH COLLINS PARK CULTURAL CAMPUS PROJECT, CITY OF MIAMI BEACH, MIAMI-DADE COUNTY, FLORIDA. BY: I ARTURO MENDIGUTIA, P.L.S. #5844 MPG Technical Group, Corp. 908 SW 141 Avenue Miami, Florida 33184 Ph. (305) 559-9043, Fax. (305) 559-8914 DATE: 08/31/2010 Page 3 of 3 I G Page 1 of 1 Parcher, Robert From: Hernandez, Maria Sent: Friday, September 17, 2010 5:49 PM To: Aguila, Raul Cc: Damien, Elizabeth; Parcher, Robert Subject: Collins Park Easement Attachments: Collins Park- FPL Easement Legal - REVISED.doc Raul: Commission approved my FPL easement for Collins Park, however FPL has come back to me with a minor revision to the legal description. Can I just replace the old with the revised? I want to make sure the previous does not get recorded. The marked up change is attached. Please advise on this. Thanks. MIAMI EAR Maria Hernandez, Senior Project Coordinator OFFICE OF CAPITAL IMPROVEMENT PROJECTS 1701 Meridian Avenue,Suite 300,Miami Beach,FL 33139 Tel:305-673-7071 /Fax:305-673-7073/mariahernandez @miamibeachfl.gov We are committed to providing excellent public service and safety to all who live, work and play in our vibrant,tropical,historic community. 9/20/2010 9 / 1 '�; Idoto Cl e�l �Inne�I�yYJf� I EXHIBIT "A" - 10 FEET WIDE EASEMENT. l a — 27 4— LEGAL DESCRIPTION OF AN EASEMENT TO BE GRANTED TO THE FLORIDA POWER AND LIGHT COMPANY. A STRIP OF LAND 10-FEET IN WIDTH, LOCATED IN THE MIAMI BEACH IMPROVEMENT COMPANY SUBDIVISION, SECTION 23-26-27-34, TOWNSHIP 53 S, RANGE 42 E, CITY OF MIAMI BEACH,FLORIDA, AS RECORDED IN PLAT BOOK 5, PAGE 7, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA; BEING 5.0 FEET WIDE ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE INTERSECTION OF COLLINS AVENUE AND 22ND STREET,THIS POINT DESIGNATED AS POINT OF COMMNCEMENT P.O.C.; THENCE ON AN ASSUMED N89 059'38"W BEARING ALONG THE CENTERLINE OF 22ND STREET THEREOF A DISTANCE OF 96.48 FEET TO A POINT ON SAID CENTERLINE; THENCE RUN S00°00'52"W FOR A DISTANCE OF 30.00 FEET TO A POINT TO BE DESIGNATED THE POINT OF BEGINNING P.O.B. OF THIS EASEMENT; THENCE RUN S00°00'52"W FOR A DISTANCE OF 7.52 FEET TO A POINT; THENCE RUN S84 056'29"W FOR A DISTANCE OF 45.75 FEET TO A POINT; THENCE RUN N87 004'08"W FOR A DISTANCE OF 25.81 FEET TO A POINT; THENCE RUN S83 052'03"W FOR A DISTANCE OF 60.37 FEET TO A POINT; THENCE RUN N89 057'03"W FOR A DISTANCE OF 39.76 FEET TO A POINT; THENCE RUN N78 048'05"W FOR A DISTANCE OF 47.94 FEET TO A POINT; THENCE RUN S09 001'41"W FOR A DISTANCE OF 73.56 FEET TO A POINT; THENCE RUN S84 037'23"W FOR A DISTANCE OF 87.84 FEET TO A POINT; THENCE RUN S70°3 1'43"W FOR A DISTANCE OF 17.37 FEET TO A POINT; THENCE RUN S56 034'30"W FOR A DISTANCE OF 59.10 FEET TO THE POINT OF TERMINATION P.O.T. OF THE EASEMENT, LYING AND BEING IN THE CITY OF MIAMI BEACH,MIAMI-DADE COUNTY,FLORIDA. THE CENTERLINE OF THE 10 FEET WIDE EASEMENT DESCRIBED ABOVE IS APPROXIMATELY COINCIDENT WITH THE CENTERLINE OF THE FPL ELECTRICAL DUCT BANK AS SHOWN ON THE AS-BUILT DRAWING PREPARED BY MPG TECHNICAL GROUP CORP. ARTURO MENDIGUTIA,PROFESSIONAL LAND SURVEYOR&MAPPER LICENSE NO. 5844, STATE OF FLORIDA,DATED 06/24/2010, FOR THE MIAMI BEACH COLLINS PARK CULTURAL CAMPUS PROJECT, CITY OF MIAMI BEACH, MIAMI-DADE COUNTY,FLORIDA. BY: ARTURO MENDIGUTIA,P.L.S. #5844 MPG Technical Group, Corp. 908 SW 141 Avenue Miami, Florida 33184 Ph. (305) 559-9043, Fax. (305) 559-8914 DATE: 08/31/2010 Page 1 of 2