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HomeMy WebLinkAboutPlansFR108980-C3 (1) SPRING GARDEN POINT PARK ENHANCEMENT CITY OF MIAMI, FLORIDA SURVEY DATA MANED FROM A.R. IOU SSAINT & ASSOTTLECIATES, INC. THE POINTSIDATED 7/9/H999 UST FOR DRAWINGPUBLIC LAND, 00. 12224 SHEET 1 OF 1, REVISION 2 DATED 8/27/00. (2) COORDINATES AND BEARINGS REFER TO THE STATE PLANE COORDINATE SYSTEM, EAST ZONE, STATE OF FLORIDA, NORTH AMERICAN DATUM, 1927, REVISED 1980 ELEVATIONS ARE IN FEET AND DECIMALS THEREOF, AND REFERENCE TO THE NATIONAL GEODETIC VERTICAL DATUM, (4) MEAN HIGH WATER ELEVATION 1,71 FEET, NGVD 1929, BASED ON RANGE RATIO STUDY COMPUTED ON TIDE STATION 872- 3165, MIAM1, BISCAYNE BAY, TIDAL EPOCH, 1960--1978. HIGH AND LOW TIDE READINGS OBTAINED ON JUNE 26, 29, 30, 1999. TIDAL BENCH MARKS ESTABLISHED AS FOLLOWS: (3) (5) TIDAL BENCH MARK-1 CORPS OF ENG, SURVEY MON "MIR-10" BRASS CAP MONUMENT, SET IN SIDEWALK ELEV. 6.60 FEET, NOVO, 1929 RLS 907 NAIL & DISK ON TIMBER PILE ELEV. 3.00 FEET, NGVD, 1929 2" SQUARE CUT ON CONC. SIDEWALK ® NORTH PROPERTY LINE ELEV. 6.68 FEET, NGVD, 1929 2" SQUARE CUT ON CON0, DAVIT SASE ELEV. 3.68 FEET, NGVD, 1929 THE MEAN HIGH WATER SURVEY DEPICTED HERON COMPLIES WITH CHAPTER 177, PART 11, FLORIDA STATUTES AND IS RECORDED IN THE PUBLfC REPOSITORY OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF SURVEY AND MAPPING AS MEAN FOCH WATER FILE 2078 CHANNEL CENTERLINE AND CHANNEL LIMIT LINES OBTAINED FROM U.S. ARMY, CORPS OF ENGINEERS, JACKSONVILLE DISTRICT, DRAWING D.O. FILE NO. 20A-35.981, SHEET 11 OF 11, DATED MAY, 1991 SHEET NUMBER DRAWING TITLE 1 COVER %FLEET AND SITE VICINITY MAP 2 SITE PLAN 3 BOARDWAI.J( LAYOUT 4 CROSS SECTION ION A -A AND B-B CROSS ` II:TIONS AND ELEVATIONS 5 LOCAT ION I.AP NOT TO SCA1...E PROJECT LOCATION vrca m z ,1Ezliprox. GADD 1410 ENG&AYE PMN1AY H0USt00. ie%AS 7,471 181-SER-Mfi FLON14A P.E. (CEMSE 11.0ER, 57911 AS S . fi��. y 5CIN T' N-526,239.75 -- E- 760, 595.98 MOUNDED SOIL FROM WETLANDS EXCAVATION N-526,086.59 E-760,529.69 MEAN HIGH WATER LINE 12"0 PIPE WITH MANATEE. EXCLUSiQN BAR 41/ Ciy`�p Ue SEE BOARDWALK AND RIVERWALK LAYOUT (SHEET 3) EXIS f ING SEAWALL TO REMAIN 1Sti . !. S N-526,247.34 E-750,179.35 MOUNDED SQIL FROM WETLANDS EXCAVATION VI n -< CU O 1 0 0 D Z Ili City a1 Dbitlmll PiaPai.r9 '9 ar Da t 11 0 for By PTA N-525,949.89 E--260,785.48 LEGEND: EXCAVATED 3:1 SLOPE OF MARSH AREA 9IPRAP AREA WALKWAY AT GRADE EXCAVATION FOR MANGROVE PLANTING AREA AND FLUSHING CHANNELS S CAL E 20 40 FEET 01.0 21u0, P.E. 1430 ENGI VE PARKWAY HOUM A. 1EY13 70277 281-360-4546 FLUR190 4.E 4GEus6 Nuu4PR, 90 4 PLI 51T£ PUN 7R0N4 {OMEN P0114 PARK WNCEMENT CRY 00 1A438, w' -- Mainly I. 11.11, sn.n mwow ,s. rrn no. '"" ' AocoR . 0 CO 0 a BOARDWALK AREA 26' Ir N=526061.45 44444 E760580-00 414* 72. '1411141 41144" 414* RqE k \ Z N=526099.94 F-760660.53 20• 20' NOTES: 1. 12•-0" SPACING ON ALL PILES AND BOARDWALK SUPPORTS. 2. ALL SPACING, COORDINATES, AND MEASUREMENTS TO BE FIELD VERIFIED RY CONTRACTOR PRIOR TO C0N502.00110N N•=526017.61 E •760571.86 20• (124F ALL SECTIONS If-H5 IEG RIVERWAL}( ,trtP0 Na526051.48 -� E-75p�15.48 N-527021-59 E=760697.29 SCAL OwiO ORAL P.E. 1913 ENCLAVE PAR9wAM WxSTWI. 1EXAS 77977 281-398-4546 PWNILA P.E. LICENSE NUMBER: 5E911 1161.121 µ1� "WOW MfAMI-OPDC Lpyr. MAMA. IMAM:WALK lAY( T SPRING WEEK POINT PARK $bLWIDEMENT OW 9r MWAI, rt z 2.19, w cr cx P PAY I/SVOI CROSS SECTION A -A .0 60 CROSS SECTION ION 8- NOTE: ALL FLUSHING NETWORK CANAI. SLOPES SHALL BE 2H. IV 70 7 e0 110 AID uulcxo 1F Irm7l 90 106 110 WIC 1430 EENCu7C 0444xwn1.1 11016IUN. O£%/. 77077 281-3b0-4040 FLORIDA P.E. LICFN0£ NVMOPA: S]611 10R e,0 1— W 6.0 4.0 2.0 0 0 4 } 6.0 Il J 120 \r -4.1 tlq 9.0 WEI—M11E fl7A10.1 cacss secnoi A -A F s-� SPF41G CPIQVI row00407 - • ENT arc 0P uwa F 1,n . MEOW =MICE:1M 1 m 04 n149, mvciv PO4 wYac9a sw.c r ,..mom s¢tr , ,.. CHwMA POST VAC. €API AO, nwCALLEAMuEL LAM DECRmn SEAMLESS VELE a/rP 405150Fss - Trm1 ,ROSS SECTION CRQS.S SECT(Q.) C-C SiMIOL,l 1nP) GENERAL NOTES Fop ALL sTRE15: 1. ALL PILES SHALL BE 0REENHEART WOODPILE WITH MENIMUM 12 IN, BUTT DIAMETER AND 10 EN. TIP DIAMETER THE FACT SHEET AND TECHNICAL DATA SHEET SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL SEFGRE PURCHASE OF PILES. 2. ALL PILES SHALL HE HAMMER -DRIVEN PILE. EACH RNERWAI..K PILE (THOSE ALONG RH'RAP) SHALL BE DRIVEN AT LEAST 15 FT BELOW THE EXCAVATED SCit, LINE HE. TCE ELEVANDN -16 FT). EACH BOARDWALK PILE (THOSE OVER THE WETLAND) SHALL DE DRIVEN AT LEAST To FT BELOW THE EXCAVATED SOIL LINE (LE. TOE ELEVATION - -- 1 FI). ET' SOFT SPOT IS ENCOUNTERED NAND THE DRNING (1.E. BLOWS/FT COUNT' IS NOTICEABLY LOWER THAN THE AVERAGE), CONTRACTOR SHALL DRIVE ANOTHER 3-5 FT IN ADDITION TO THE MINIMCM EMBEDMENT REQUIREMENT. IF HARD BOTTOM OR ROCK ES ENCOUNTERED AT 1110H ELEVATIONS. ROCK SOCKING OR PINNING WILL BE NECESSARY. IT IS CONTRACTORS RESPONSIBILITY TO GUARANTEE A MENIMUM 6.000 LS OF BEARING CAPACITY FOR EACH PILE AND THE MINIMUM EMBEDMENT BELOW EXCAVATED SOEL LINE (NIT BACKFILI.ED SOIL LINE OR RIPRAP LINE). D11E TO LACK OF GEOLECHNICAL DATA, 124E CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A RECONNAISSANCE SURVEY EN THE PILING AREA AND DETERLTENNG IF TEST PELF. OR LOAD TEST IS NECESSARY. THE CUH1Tv.C10R SHALL. SUBMIT PILE-DRNING RECORDS FOR ENGINEER TO REGREW ON A DAILY RASE DURENG PRONG CONSTRUCTED-H. PILE DUALITY, INSPECTION, HANDLING. STORAGE, AND INSTALLARON SHALL COMPLY WITH APPLICABLE RHO/SONS OF (A) 5[CPON 02556: WOOD MARINE PILING. FEDERAL CONSTRUCTION GLIDE SPECIFICAT€ON (JANUARY 1081), FEDERAL CONSTRUCTION COUNCIL AND; (B) SECTION 295-11 0MBEii PILES AND SECTION 305-1: PILE DRIVING, STANDARD SPEC1F1CATE0N5 FOR PFIBLEC WORKS COHSFRDOT10N 0907 EOD1D11), DNI PUBLIOATIOMS. €PVC,. WHICHEVER IS MORE RESTRICTIVE. 4, ALL RmERWALK/BOARDWALK STRINGERS AND PILE CONNECTIONS SHALL BE CR5ENHEART WOAD 1W1H CLEAR GRADE OR HIGHER, THE FACT SHEET AND TECHN€CAL DATA 51+EE1 SHALL BE SU1MITIED To THE ENGINEER FOR APPROVAL BEFORE PURCHASE 5, ALL DECKING AND HAND RAILING W005 SFIALL BE PRF..SSURE-TREATED WOOD WITH N0. 1 GRADE OR HIGHER. TREAT cut ENDS VAIN A PFESERVAINE RECOMMENDED BY THE LOMSER MANUFACTURER. 6_ CONTRACTOR SHALL HAN61E THE TREATED WOOD ACCORDING TO ETIA G4105011ES- 7. ALL FASTENERS. SCREWS. BOLTS. RODS. ETC. FOR DECKING AND RILING SHALL RE HOT DIP GALVANIZED AND MEET AST, A153. ALL CONNECIONS FCN DECKING AND RAILING SHALL BE HOT- DIP GALVANIZED AND MEET AST, A653, ALI. HARDWARE AND FASTENERS FOR GREENTEFART WOOD SHAH. RE TYPE 304 OR 316 SINNLESS STEEL. 6_ NO NAILS SHALL BE USED AS FASTENERS_ „cam ..5o©ernl[c nnnunnc/oarrco ncc cno I`ancclI4r4 Ir,NUFf`TInl1S ,LS AA-TENIO. 2 ()SS SECTION F5 LE NOT TO SCALE 10. CONSTRUCTION 011 00AROWALK AHD RIVFRWALK 511ALL COMPLY WITH SECTION 305-2'. UMBER STRUCTURES AND TIMBER CONSTRUCTION. STANDARD SPECIFICATIONS FOR FUTILE W'1R0S CONSTRUCTION (1947 EDITION), MR P0BLICATIONS, REC. 11. PER MWMI -DAM COUNTY, DERM, RIPRAP 51NLL CON515I OF FLORIDA LINERnCK RO01LERS RANGING ILL SIZE FROM 12" TO 36" IN DIAMETER, WITH AN AVERAGE SPECIFIC GRAV11'r of 2.2 To 2,4 FOR ANY IN014100AL BOULDER AND CERTIFIED ay SUPPLIER. ONLY L+OLIL.OEIES 12' IN D1AME1ER OR LARGER SHALT, BE DELNEREB TO THE SITE. BOULDERS MUST DE CLEAN, AND FREE OF ANY LIM1SIONE FINES. D5L40Rr Tit THE 511E MUST BE HANDLED HY TRICKS FREE OF ANY SAND OR DIRT REDOING. THE RtPRAP SHALL BE PLACED AND ARRANGED TO CONFORM TO THE CROSS SECTIONS AS NOTED ON THE PLANS. H SHALL BE PLACED IN SUCH A MANNER THAT IH1:' SMALLER PIECES ARE NOT SEGREGATED BUT ARE EVENLY DISTRIBUTED AHD PLACED SG THAT THEY PILL THE VOIDS BETWEEN THE LARGER PIECES. A CONT40LLED PATTERN IS TO DE DEvELDDFD SD AS TO PRODUCE A NEAT AND UNIFORM APPEARANCE_ 12. PRfOR TO RIP RAE. INSTAIIAIION, BANK SLOPES SHALL BE 00N50LIDAIED AND 5,1Au1111ED MTh NO VOIDS OR HUICE1E5 ACCORDING TO SPECS1CATIDN. 13. GEOTEKTILE SHALL BE MIRATE FILTERWEAVE WGVEH GEOTE0DLE FW 400, OR 01011O54.0 411(00L. 14. THE RUBBER DRAIN PIPE SHALL SE ADS N-12 EIS ST (SO+L-TIC+1T) PIPE, DR AP1Rn5ED EQUAL. PIPE OPENING AT PARK 5€BE 5NALL PE SURROUNDED BY RIPRAP TO PEEVE., s, R, ILIll1SI011. T5. 'TOPPING OF WALKWAYS AT GBAO1 SHALL USE OWNER APPROVED, )( IN. NAT'1RAL FLORIDA LOOK, DOUBLE WASH SHELLS. ET SHALL. BE MIXED WITH SUPPLIER APPROVED 5€ARWE1R 11 MAKE THE PAVEMENT ADA COMPLIANT. 16- DRAWING DIMENSIONS SHALL. BE SCALED IF NDT OTHERWISE INDICATED, OQSS SECTION F—F �EWr 141 rr"F7ur.€r..,s m 4501 SPOLUMaJ STEEL EEO 11>77 E3 mar TYPICAL ) OARDWAU< ELEVATION SCALE 3 6 UNLESS NOTED S FEE( CAM SRAM P-E- 430 ENCLAVE AR 1KWAY f TISIO , TFYAS 77077 7p1-244-4546 MERIDA P.E- L€CFNSE MURDER 57911 Shaw Muw€-5n0E 0SmolY, ELOPE, CROSS SECTIONS AND.VATIONS SFRMC GVEA£N POW PARK �H A004011 CRY 4F Mi4EL, FLU A Mr ISO CO