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DUTTON ISLAND PARK PLANSDESIGN TEAM J ALn�)UIN V1LLL AN - - Beoch L DERS ATKINS PLANNERS INC. C 2 LEGEND, GENERAL NOTES, AND UTILITY NOTES ; ; s,,,. t� ,� � ,� , o Golf Club BEACH 201 North Hogan Street Suite 400 c. , 9 C-3 BOARDWALK AND DOCK SPECIFICATIONS AND GENERAL NOTES s.,, 4 i; ,MM Jacksonville, Florida 32202 �. {z <�z 904.354.8066 C-4 MASTER SITE PLAN T; �,, - oDM _ _ _ - s� ._.__ _ :.: _ Fax 904.354.0065 C-5 TRAIL DETAIL PLAN (SE QUADRANT) C-6 TRAIL DETAIL PLAN (SW QUADRANT) VICINITY MAP C-7 TRAIL DETAIL PLAN (NW QUADRANT) NOT To SCALE C-8 TRAIL DETAIL PLAN NE QUADRANT) C-9 BOARDWALK AND DOCK PLAN C-10 COMFORT STATION AND BUS TURN -AROUND PLAN C-11 MAIN WATER EXTENSION MAYOR C-12 MAIN WATER EXTENSION C-13 BOARDWALK AND DOCK DETAILS JOHN MESERVE C-14 BOARDWALK AND DOCK DETAILS C-15 DETAILS (ENGINEERING) C-16 LANDSCAPE DESIGN DETAILS PREPARED FOR UC 1 HILJ (CIVl711VCCK11V17 -,$ LANDSCAPE SPECIFICATIONS DEPARTMENT OF PUBLIC SAFETY A-1 COMFORT STATION PLANS AND ELEVATIONS A-2 COMFORT STATION WALL SECTIONS AND SCHEDULES DAVID THOMPSON A-3 PICNIC PAVILION PLANS, ELEVATIONS, AND SECTIONS DIRECTOR A-4 PICNIC PAVILION SECTIONS S-1 COMFORT STATION STRUCTURAL PLAN S-2 PICNIC PAVILION STRUCTURAL PLAN 100% SUBMITTAL MEP -1 COMFORT STATION MECHANICAL, ELECTRICAL, AND PLUMBING PLAN NOVEMBER 10, 2000 ZEE A= E E- t-1 E A BOATWRIGHT LAND SURVEYORS, INC. 1711 50UTH 5th 5TREET JACK50NVILLE BEACH, FLORIDA Environmental Resource Solutions Inc. 1597 The Greens Way, Suite 200 Jacksonville Beach, FL 32250 GENERAL LEGEND AND ABBREVIATIONS DOUBLE TREE TRUNK /.P. IRON PIPE - 81,W- EXISTING WATER MAIN (C) BENCHMARK S EXISTING SANITARY SEWER -X-X- CHAIN LINK FENCE ====_===== EXISTING STORM SEWER = SIGN GAS EXISTING GAS MAIN ►� WATER VALVE UE EXISTING UNDERGROUND ELECTRIC A BELOW GRADE HOSE BIBB OE EXISTING OVERHEAD ELECTRIC EDGE OF PAVEMENT PROPERTY UNE UT EXISTING UNDERGROUND TELEPHONE SSCO SANITARY SEWER MANHOLE OT EXISTING OVERHEAD TELEPHONE Q STORM SEWER MANHOLE FM EXISTING FORCE MAIN O ABOVE GRADE HOSE BIBB - UG CATV- EX/STING UNDERGROUND CABLE TELEVISION CJ.P. CENTERLINE - 8" SAN. NEW SANITARY FORCE MAIN TOP OF BANK DEMOLITION SS NEW STORM SEWER X Zap° EXISTING ELEVATION 8" WM NEW WATER MAIN 6.3 PROPOSED SPOT ELEVATION UD NEW UNDERDRA/N .....23.00 ---- EXISTING TOPOGRAPHIC CONTOUR TSCB INLET - 23.00- NEW TOPOGRAPHIC CONTOUR ELECTRICAL CONTROL BOX EAST NEW INLET WITH SILT BARRIER ELECTRICAL SERVICE METER STORMWATER DIRECTIONAL FLOW UGE UNDERGROUND ELECTRICAL LINE -U- EXISTING FIRE HYDRANT - x x SILT BARRIER FENCE -b- NEW FIRE HYDRANT 0 DIAMETER C2 CURVE NUMBER 00.307. PIPE SLOPE 4 TRAFFIC DIRECTION F.F. _ l0.00 FINISH FLOOR ELEVATION -X-X- T REE PROTECTION FENCE O CLEANOUT JURISDICTIONAL WETLANDS S-1 STRUCTURE NUMBER - - - - - - - - - • DRAINAGE DIVIDE GRAVEL A APPROXIMATE LOCATION OF LIMITS OF CONSTRUCTION AUGER BORING APPROXIMATE LOCATION OF C� DENOTES CONCRETE STANDARD PENETRATION TEST x- DENOTES FENCING (AS NOTED) (SPT) BORING DENOTES ROOF OVERHANG 61 DENOTES VERTICAL ELEVATION (NATIONAL GEODETIC �p VERTICAL DATUM UNLESS OTHERWISE NOTED) 4. 3. GENERAL NOTES 1. EXISTING BOUNDARY CONDITIONS, TREE SURVEY, TOPOGRAPHIC CONTOURS, AND JURISDICTIONAL WET LANDS, ARE BASED ON SURVEYS PREPARED BY BOATW RIGHT LAND SURVEYORS, INC., DATED MARCH l3, 2000. 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE CITY STANDARD DETAILS FOR THE CITY OF ATLANTIC BEACH. 3. REFERENCE BENCHMARK FOR THIS SURVEY IS A RAILROAD SPIKE /N A POWER POLE AT ELEV. 4.76 (N.G.V.D.1929) WHICH /S CENTRALLY LOCATED ON THE EAST S/ DE OF THE PROPERTY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION OF UTILITIES AND TOPOGRAPHY PRIOR TO CONST RUCT ION. DURING CONSTRUCTION,THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCAT ION, T HE OWNER'S ENGINEER AND THE RESPONSIBLE UTILITY COMPANY SHALL BE NOTIFIED IMMEDIATELY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING DETERMINED TO HIS SATISFACTION, PRIOR TO THE SUBMISSION OF HIS BID, THE NATURE AND LOCATION OF THE W ORK, T HE CONFIRMATION OF THE GROUND, T HE CHARACTER AND QUALITY OF SUBSTRATA,THE TYPES AND QUANTITY OF MATERIALS TO BE EN000NTERED,THE NATURE OF THE GROUND WATER CONDITIONS,THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING THE EXECUTION OF THE WORK, T HE GENERAL AND LOCAL CONDITIONS AND ALL OTHER MATTERS WHICH CAN /N ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. THE PRICES ESTABLISHED FOR THE WORK TO BE DONE WILL REFLECT ALL COSTS PERTAINING TO THE WORK. ANY CLAIMS FOR EXTRAS BASED ON SUBSTRATA OR GROUND WATER TABLE CONDITIONS WILL NOT BE ALLOWED. 6. FINAL ELEVATIONS SHALL BE SET AT THE REQUIRED ELEVATION AND SURFACES SHALL BE SLOPED TO DRAIN AS SHOWN ON THE DRAWINGS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED IN THE SPECIFICATIONS FOR APPROVAL PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL BE REQUIRED TO REVIEW AND ADHERE TO ALL PERMIT CONDITIONS AND REQUIREMENTS STIPULATED WITHIN PERMITS AND APPROVALS ISSUED BY ALL REGULATORY AGENCIES. THESE INCLUDE THE ENVIRONMENTAL RESOURCE PERMIT, DUV AL COUNTY HEALTH DEPARTMENT WATER AND SEWER PERMITS, AND STAMPED APPROVED DRAWINGS FROM THE CITY OF ATLANTIC BEACH. 9. ANY INTERRUPTION /N UTILITY SERVICES SHALL BE COORDINATED WITH THE AFFECTED PARTIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR VERIFICATION AND LOCATION OF ANY UTILITIES. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. l0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ADDITIONAL PERMITS AND INSURANCE REQUIRED FOR THE PROJECT. Il. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE, SUBMIT AND OBTAIN APPROVAL OF REPRODUCIBLE "AS -BUILT' DRAWINGS FROM THE CITY OF ATLANTIC BEACH. WTP WPP WGP WLP CPP CTP MLP CTSP CLP EOP R/W INV. ELEV. MES MP CP DWG. TYP. REQ'D. THK. N S E W N.T.S. EXIST. WP GA WOOD TELEPHONE POLE (D) DOUBLE TREE TRUNK WOOD POWER POLE (T) TRIPLE TREE TRUNK WOOD GUY POLE (C) TREE TRUNK CLUSTER WOOD LIGHT POLE WM WATER METER CONCRETE POWER POLE WV WATER VALVE CONCRETE TELEPHONE POLE R/W RIGHT-OF-WAY METAL. LIGHT POLE OHL OVERHEAD UTILITY UNE CONCRETE TRAFFIC SIGNAL POLE F.F.E. FINISHED FLOOR ELEVATION CONCRETE LIGHT POLE WF WETLAND JURISDICTIONAL FLAG EDGE OF PAVEMENT FH FIRE HYDRANT RIGHT-OF-WAY SSCO SANITARY SEWER CLEANOUT INVERT ELEVATION R.C.P. REINFORCED CONCRETE PIPE ELEVATION C.M.P. CORRUGATED METAL PIPE MITERED END SECTION P.V.C. POLYVINYL CHLORIDE PIPE METAL. POST CJ.P. CAST IRON PIPE CONCRETE POST T.O.B. TOP OF BANK DRAWING T.O.S. TOE OF SLOPE TYPICAL S/W SIDEWALK REQUIRED T.B.M. TEMPORARY BENCHMARK THICKNESS C.L.F. CHAIN LINK FENCE NORTtII TSCB TRAFFIC SIGNAL CONTROL BOX SOUTH ECB ELECTRICAL CONTROL BOX EAST ESM ELECTRICAL SERVICE METER WEST UGE UNDERGROUND ELECTRICAL LINE NOT 7'0 SCALE TCB TELEPHONE CONTROL BOX EXIStfNG CNL COULD NOT LOCATE WOOD POST TRB TELEPHONE RISER BOX GUY A�JCHOR GENERAL NOTES (CONT.) 12. ALL PROPOSED ELEVATIONS ARE FINISHED GRADE ELEVATIONS UNLESS CITY OF ATLANTIC BEACH OTHERWISE NOTED ON THE DRAWINGS. l3. CONTRACTOR :SHALL SUBMIT COPIES OF ALL DENSITY TESTING REPORTS DATE TO THE ENGINEER EER FOR RECORD. 14. ALL DISTURBEi AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. COA TRACTOR SHALL NOT DISTURB EXISTING TREES AND WITHIN ANY JURISDICTIONAL AREAS UNLESS OTHERWISE DIRECTED. 15. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF ATLANTIC BEACH LAND DEVELOPMENT PROCEDURES, STANDARDS AVD SPECIFICATIONS UNLESS OTHERWISE NOTED. 16. ELEVATIONS ARE REFERENCED TO N.G.V.D. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION OF UTILITIES AND TOPOGRAPHY PRIOR TO CONSTRUCTION. DURING CONSTRUCT/ON,THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION, THE CITY`S ENGINEER AND THE RESPONSIBLE UTILITY COMPANY SHALL BE NOTIFIED IMMEDIATELY. UTILITY NOTES ` 1. CONTRACTOR SHALL PROVIDE NO LESS THAN 18" VERTICAL CLEARANCE BETWEEN WATER AND OTHER UTILITIES, INCLUDING STORM, GRAVITY, AND FORCE MAIN SEWERS. 2. CLASS 8, TYPE' /BEDDING SHALL BE USED UNLESS OTHERWISE INDICATED ON DRAWINGS. 3. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF WATER FACILITIES WITH ALL OTHER NEW OR EXISTING CONSTRUCTION. 4. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH WATER AND SEWER REQUIREMENTS AND STANDARD SPECIFICATIONS. AS WELL AS ALL APPLICABLE STATE AND LOCAL REGULATIONS. WORK WITHIN CITY OF ATLANTIC BEACH R/W SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 409, FLORIDA STATUTES. UTILITY NOTES (CONT.) 5. CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE PROJECT AREA.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID .ALL UT/L/T/ES,OTHER STRUCTURES,AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED SERVICE AT ALL SERVICE CONNECT IONS. T HE MANNER /N WHICH THIS IS ACCOMPLISHED IS TO THE DISCRETION' OF THE CONTRACTOR. 7. CONTACT ALL UNDERGROUND UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 8. EXISTING UTILITIES HAVE BEEN BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL NOTIFY THE PROPER UTILITY REPRESENTATIVE AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION NEAR THE UTILITY. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL SUCH UTILITIES IN THE PATH OF CONSTRUCT/ON.THE LOCATION SHALL BE MADE WELL IN ADVANCE OF CONSTRUCTION SO THAT CONFLICTS MAY BE RESOLVED ON A TIMELY BASIS. 9. DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C601. /0. DETAILS OTHER THAN THOSE SHOWN SHALL BE APPROVED BY THE ENGINEER. ll. CONTRACTOR SHALL PROTECT UTILITIES UNTIL FINISH WORK IS COMPLETED. 12. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERV/CE,THE BACTERIOLOGICAL SAMPLE POINTS W111 BE INDICATED /N RED OR PINK ON THE RECORD OR AS -BUILT DRAWINGS THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. l3. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCT/ON INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN /0 FEET. IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS. DESIGNER: RD DESIGN ENGINEER GEORGE RANDALL DOWNING, P.E. CITY OF ATLANTIC BEACH PROJECT NO. Y DRAWN BY: ETS SURVEYED ALIGNMENT CHECKED DATE: GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB BENCHMARKS STRUCTURE NOTATION CHECKED DATE: DATE FLORIDA REGISTRATION NO, SCALE: AS NOTED Chantal Bowen Engineering, Inc. 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 N0. SHEETS DUTTON ISLAND PARK SHEET NO. LE=-C=ENC:;), r_-zE=-NEfRAL NOTES C-2 . 4 UT I L I T`t' NC:)TE S I 0RAWING 0038 CO O FLE:CAPR0JECT5\CBE200382\ 00382CO2.DWG IN GENERAL SPECIFICATIONS FOR BOARDWALK A. CONSTRUCTION REQUIREMENTS: 1. UPLAND AREAS: The Contractor shall perform the specified work utilizing a six-foot wide construction corridor centered on the centerline of the boardwalk. In addition, the Contractor may use a strip of upland, maximum six-foot wide along the East or South sides of the boardwalk construction corridor. The Engineer at the Contractor's request may authorize any clearing of on additional upland area " for construction staging purposes. 2. WETLAND & WATERWAY AREAS: The Contractor shall rigorously comply with all general and specific provisions of permits issued by the St. Johns River Water Management District and the U.S. Army Corps of Engineers copies of which shall be kept on site. The Contractor shall clearly designate on-site the specific limits of construction as being the six-foot wide construction corridor described in Item 1 and these permits. The Engineer's approval of this designation is required prior to commencement of any clearing, construction staging and construction work. Neither clearing nor construction work are authorized outside of the specific limits of construction. The Contractor shall be solely responsible for complying with all provisions of these and other permits issued for this project. J. Contractor shall completely remove all scrap, debris and unused material from each site and dispose of properly in an approved disposal area off-site. B. STRUCTURAL REQUIREMENTS 1. Boardwalks shall be rated for a minimum uniform live load of 100 pounds per square foot. C. TREATMENT 1. All piles shall be pressure treated with chromium copper arsenate (CCA) type C in accordance with the American Wood Preservers Association (AWPA) Standards P5-90 and A2-88. All pilings shall be impregnated under AWPA Standards C1-90, C3-90, C14-90 and C18-90 where applicable. Piles shall be Kiln -Dried to a moisture content of 259 or less after treatment. All lumber and timber treated with CCA shall be pressure impregnated under AWPA Standards C1-90, C2-90, C14-90 and C18-90 where applicable. Alternative Pressure Treatment for lumber and timber: Provide arsenic and chromium free pressure treated wood, ACQ Type D, produced in accordance with ACQ Preserve Standard ACQ-94 and appropriate AWPA Standards (C1, C2, C22, C5, C9, C15, C77, P5) manufactured by Quality Forest Products, Inc., Enfield NC or approved equal. contact Bill Eure at 1-800-617-5461, ex. 26. Lumber and timber shall be Kiln -Dried to a moisture content of 199 (lumber) or 209 (timber) or less after treatment and prior to installation. 2. Minimum retentions and penetrations for lumber and timber: Application Retention (Lb/Cu Ft) Penetration Above ground .40 2.5" or 859 of sapwood Soil contact .40 2.5" or 859 of sapwood Fresh water/Saltwater Splash .60 2.5" or 859 of sapwood Salt and Brackish water 2.5 2.5" or 857 of sapwood J. Minimum retentions and penetrations for pilings: Application Retention (Lb/Cu Ft) Penetration Dry Land .80 3.0" or 909 of sapwood r Wetlands & St. Johns River 2.5 3.5" or 909 of sapwood D. L UMBER & TIMBER SURVEY DATA* A. Concrete float units shall be constructed of a polystyrene core encapsulated within a 1. All lumber (2" nominal and larger) shall be Southern Yellow Pine and graded under the Southern Pine Inspection Bureau (SPIE) 1994 Standard Grading Rules. All bents and stringers shall be S45 (surfaced four sides), J1 and shall have the appropriate grade stamp. All posts, rails, and decking shall be S4S, J7 and better, and shall have the appropriate grade stamp. C-33 fin aggregate and ASTM C-330 expanded clay coarse aggregate. The concrete 2. Horizontal abutment will utilize 2" x 8" pressure treated lumber for boardwalks. 3, 700 psi at 28 days. J. Storage of material at the construction site shall be limited to Upland areas adjacent to the Boardwalk E. WOOD DECKING 1. Wood decking shall be nominal 2" x 6" lumber decking. Wood type shall be Southern Pine (pressure treated) with a minimum allowable extreme fiber stress in bending of 1400 PSI and minimum modules of elasticity of 1,600,000 PSI. 2. Wood decking shall be fastened to stringers with 16d alloy stainless steel ring shank nails set in pilot holes. Use 2 nails per support. Place nails 1 1/2" from the side of each 2" x 6' plank. Nails shall be carefully aligned, properly installed and countersunk. F. ROUND TIMBER PILING GENERAL: 1. All piling shall be in accordance with the American Society for Testing and Materials Standard Specification for Round Timber Piles - ASTM D 25-91. 2. All piling shall comply with the Florida Department of Transportation 1991 Edition Standard Specification for Road and Bridge Construction including the 1994 Supplemental Specifications. However, the practical refusal for boardwalk piling may be defined as 10 blows per inch rather than 20 blows per inch as specified in Section A 455-3.11.3 Practical Refusal. J. All piling shall the Southern Pine (Longleaf, Slash, Loblolly, and Short/eaf Pines) meeting the following design values: Compress Parallel to Grain Fc = 1200 psi Extreme Fiber in Bending Fb = 2400 psi Horizontal Shear Fv = 1 10 psi Compression Perpendicular to Grain Fc = 250 psi Modulus to Elasticity E = 1,500,000 psi 4. All piling in salt water shall be treated as required by the Federal Specification TT -W-571 and the American Wood -Preservers' Association (AWPA) Standard for Pressure Treated Material in Marine Construction - AWPA C78 - 92. 5. All piling shall be pressure treated in accordance with the ASTM Standard Specification for Pressure Treatment ASTM D 1760 - 94. 6. A pile installation program shall be submitted to the Engineer for approval 14 days prior to beginning pile driving operations. The pile installation program shall be based on the Soil Geotechnical Exploration Report prepared by Ellis and Associates, and subsequent addenda. The pile installation program shall consist of the hammer to be used including its rated energy delivered, cushion materials, the wave equation analysis and the anticipated number of blows per foot to achieve the required pile capacity. 7, if the Contractor encounters cap rock, he shall pre -drill pile Moles as requiredto insure that the minimum pile embedment is met. 8. Should a pile diameter smaller than specified or a pile length shorter than specified be used based upon the results of the test piles, the Contractor shall credit the difference in material and installation costs to the owner, based on provisions in Section 20.69 of the City Specifications. No substitutions will be allowed for piles supporting spans greater than 12'. BOARDWALK PILING: 1. Pile Characteristic as per ASTM D 25-91 Minimum butt circumference/diameter (inches) 3 feet from butt 38/12 Minimum tip circumference/diameter (inches) 25/8 Corresponding pile length (feet) 35 2. Minimum Pile Design Capacity (tons) - 5. All piling shall be driven to a minimum ultimate capacity using the Safety Factor = 2.0 for boardwalk piling based on the wave equation analysis to compute driving criteria. J. Minimum Depth of Penetration (feet) Firm Bearing Material 5 Soft Bearing Material 15 4. Number of Test Piles in location of Permanent Piles Boardwalk 2 Fishing Pier 3 5. A piling driving report shall be submitted for all piles with the pile number, pile size, hammer used, number of blows, and pile depth below grade. (pile tip elevation). G. STRUCTURAL STEEL AND MISCELLANEOUS METALS 1. All structural bolts, washers, and nuts for piling shall be *" diameter ASTM A307-94 Grade A hot dipped galvanized. Hot -dip zinc coating shall be applied as required by ASTM A 153-95 Specification for Zinc Coating (hot -dip) on iron and steel hardware. Carriage bolts shall be installed with a washer and a nut. Hex bolts shall be installed with a washer at the head and a washer and a nut at the end. 2. Nails shall be common wire nails meeting Federal Specification FF -W-10513-1974. J. Bolts and lag bolts shall be per ANSI/ASME Standard B18.2.1-96 Square and Hex Bolts and Screws (inch Series). Steel for bolts and log bolts shall be as specified in ASTM A 153-94, Grade A. 4. Wood screws shall be as per ANSL/ASME Standard B18.6.1-81 (R 1997) Wood Screws (inch Series). Stainless steel wood screws shall be as per ASTM F879-98 Standard Specification for Stainless Steel, Socket Button and Flat Countersunk Head Cap Screws, 316 alloy, Fy=42, 000 psi. 5. Submit shop drawings for connection details and attatchments. GENERAL SPECIFICATIONS FOR CONCRETE FLOATING DOCK SURVEY DATA* A. Concrete float units shall be constructed of a polystyrene core encapsulated within a DESIGNER: RD concrete shell. CITY O F 1. The inner core shall be solid closed -cell polystyrene foam with a density of 1.0 lb per cubic foot and shall meet ASTM P -1621-59T 2. The concrete shall have a minimum thickness of 2 -inches, be made of reinforced GRADES CHECKED BENCHMARKS lightweight concrete. CHECKED BY: CB DATE a. The concrete mix shall be made of ASTM C-150 Type 2 Portland cement, ASTM C-33 fin aggregate and ASTM C-330 expanded clay coarse aggregate. The concrete shall have a dry weight_ of 110 lbs. per cubic foot and minimum compression strength of 3, 700 psi at 28 days. b. Reinforcing shall consist of ASTM A-185 galvanized wire mesh around all sides and ends of the float. Place a minimum of two additional No. 3 reinforcing bars around the top perimeter of the float forming a beam for added strength. insulated to minimize or eliminate corrosion in a marine environment. B. Floats shall be interconnected using sleeved thru-rod and perimeter timber wolers. I. X -BRACING 1. Thru rods sleeves shall be a continuous hollow section of PVC cast into the deck section. Thru-rod sleeves shall be placed on 12 -inch centers. 2. Thru-rods shall be 3/4 inch rods with 2 inches of thread on one end. Thru-rods, nuts, bolts and washers shall conform to ASTM 307, Grade A. Shop drawings shall be provided for accessories not enumerated in the plans or J. Timber wailers shall be double 4 inch by 10 inch with 2 inch by 10 inch rubstrip. Wailers shall be No. 1 grade, southern yellow pine, 545 pressure treated with CCA, with 0.4 lbs. per cubic foot retention. Rods shall be at 12 inches on center with 2-5/8 inch shear plates, 4 inch split rings, 1/4 by 3 inch dock washers and lock nuts. -bracing shall consist of 2" FABRICATION SPECIFICATIONS FOR CONCRETE FLOATING DOCK A. Concrete shall be vibrated into place during construction. Tolerances shall be limited to 1/8 inch variations in any direction. All concrete for a single float shall be placed from one pour without cold joints. Compression test cylinders shall be made for each 50 cubic yards placed in accordance with ASTM C-39. B. Wailers shall be factory pre-cut and pre -drilled. GANGWAY Gangways shall be designed to withstand a minimum uniform live load of 50 pounds per square foot applied vertically. Allowable deflection shall be a maximum of V180 where "L is the length of the gangway in inches. The extruded ribbed decking shall be designed to withstand a combined dead load and live load of 100 pounds per square foot per individual slat. Allowable deflection shall be V180 where "L" is the freespan between cross members in inches. Handrails shall be a minimum of 42 inches in height above the finished walking surface and shall withstand a uniform horizontal load of 20 pounds per linear foot applied at the top of the rail. There shall be a mid -height rail. Gangways shall be securely fastened to the wall or fixed structure as shown on plans. 4 NO. BY DATE SYMBOL REVISIONS SURVEY DATA* BOOK NO.: PGS.: DESIGNER: RD FLOATING DOCK AND GANGWAY GENERAL NOTES CITY O F H. ABUTMENTS DRAWN BY: ETS 5 SURVEYED ALIGNMENT CHECKED DATE 4' 3. GRADES CHECKED BENCHMARKS RIGHT-OF-WAY CHECKED STRUCTURE NOTATION CHECKED CHECKED BY: CB DATE The following requirements are a minimum and must be met by each dock fabricator. 1. Both ends of the boardwalk shall have a minimum abutment configuration consisting of at least �• 4'-0" height and extending at least 4'-0" beyond each side of the boardwalk. Any potentially corrosive installation of dissimilar metals shall be properly LJ I I t. insulated to minimize or eliminate corrosion in a marine environment. I. X -BRACING SCALE AS NOTED Shop drawings shall be provided for accessories not enumerated in the plans or 1. X -bracing will be applied to each piling bent, where the Boardwalk's deck elevation exceeds 8'-0" above ground specifications. elevation or mean high water elevation. The X -bracing shall consist of 2" x 6" material with *" or *" diameter diameter A307 hot dipped galvanized bolts. The Floating Dock and Gangway fabrication and materials shall be equal to the latest manufacturer's standards and specifications. J. BACKFILL All joints are to be MIG welded. 1. Backfill material shall be a clean, well graded techniques be utilized during granular soil that allows water to drain readily. Hand backfill The deck and frame structural components of floating docks, and gangways shall be designed compaction shall placement. with minimum safety factors on workingg stress which conform to those set forth in the 1994 edition of the Aluminum Association SPECIFICATIONS FOR ALUMINUM STRUCTURES for K. FILTER FABRIC buildings and similar type structures. 1. Mirafil 40NC needle punched, non -woven geo-textile, or equal. Aluminum extrusions for dock and gangway structures shall be aluminum alloy 6061-T6 extruded in accordance. with the requirements of applicable sections of Federal Specifications QQ-A-200. L. PROJECT SUBMITTALS Rollers for either pile guides or gangways shall be ultra high molecular weight polyethylene with, 1. Wood preservative treatment certification from thetreating facility shall be provided to the Engineer. black ultra -violet light inhibitor added. 2. List of hardware. GENERAL NOTE For specific pile depths and sizes refer to Geotechnical Report provided by Ellis and Associates, Inc. See detail H -C 16 of this drawing package for specifications on al/ landscape equipment to be used in picnic and camping areas. 4 NO. BY DATE SYMBOL REVISIONS SURVEY DATA* BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER GEORGE RANDALL DOWNING, P.E. CITY O F PROJECT NO. DRAWN BY: ETS 5 SURVEYED ALIGNMENT CHECKED DATE 4' 3. GRADES CHECKED BENCHMARKS RIGHT-OF-WAY CHECKED STRUCTURE NOTATION CHECKED CHECKED BY: CB DATE ATLANTIC A C DATE FLORIDA REGISTRATION NO, �• LJ I I t. SCALE AS NOTED Chantal BowanEngilr%rawarilr�, Inc. 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 NO. SHEETS DUTTON ISLAND PARK SHEET NO. 13©a rlLua l I oc C-3 S �c I f ca t otos a t'1d C +'terra l 1�lQtes DRAWING 0 00382CO3 FILE:CAPROJECTS\CBE200382\ 00382CO3.DWG i/ 'I I iI 1 FND 4x4 C PRM x'3624 M DESIGN ENGINEER GEORGE RANDALL DOWNING, P.E. CITY OF PROJECT N0. DUTTON ISLAND PARK TOTAL UPLAND AREA BOUNDED BY C.O.E. WETLAND LINE = 24,9'1 ACRES 5 SURVEYED ALIGNMENT CHECKED DATE: i SHEET NO. TOTAL UPLAND AREA BOUNDED BY D.F.P. WETLAND LINE = 27.52 ACRES DATE: -40 C-4 TOTAL AREA IN THE 22 CONTOUR LINE = 37.77 ACRES �' 1"i�4 R ALAN �' I L ROAD SPIKE IN POWER POLE LEV. ZI � AS NOTED nQ ENCHMARK 4.76 (NlG.V.D. 1929) FILEC: \ PROJECTS\ CBE200382 \ 200382CO4. DWG W L, ; I , SCENIC OVERLOOK AREA APPROXIMA7F LOCA 77ON OF .S'EC770N LINE I NEW BUS PARKING t UNSURVE rED SECTION 16 mpg BEL 22 L OW EL_ DE / . �' / TURN -AROUND AREA <SE S C-10 AND G-16 FOR DETAIL MEAN HIGH WATER ELEVATI 225 FEET, N.G.Y.D. 1929 ASF " OCATE0 ONLOW LEV,47iOlV 22' PROPOSED TRAIL TO BE BOARDWALK W/ H DRAIL _ ._. �: r ,, /r ?'P) (SEE SHEET C-13 t - -r r / r/� �,l/ fi`f1'fc'� REYEGsFTATFDIRT ROADS WHERE C . , D.E.P. AND A.C.O.E. A.C.O E. ,r j/ A.C.O,E. <t l'P.> / �� / r ./,. �,, 5r . C ib , COMMON JURISDICTIONAL 4 jr; r, / r/ /i/ NEW TRAIL HAS BEEN REALIGNED /o�j�/�/ j WETLANDS LINE (SEE DETAIL Cs C16) T L .4 N 1�" 5 U P L A N BAND MEAN HIGH WATER ELEVATION ;� // , EXIST. 4" p L, D.E.P. AND A.C.O.E. 225 FEET, N.G.V.D. 1929 AS �i'/��/r / °/� / / r COMMON JURISDICTIONAL LOCATED ON 9/12/97. f�'-� PfGNIC AREA WETLANDS LINE NEW DRAINF(EL _ - ,,/ PER>sOW SELECTIVE CLEARW3 OF U P L r4 N D S ams" AND wpERSTOW PROPOSED TRAIL TO BEy FIELD LOCATED CTYP� ` r/ X ', i EW S TANK EXISTING DIRT TRAIL ROAD (TYF) PROPOSED TRAIL TO BE SEE SHEET F-C16I REYEGETA7E EDGES OF DIRT ROAD FIELD LOCATED (Tl'P) W COMFORT STATION Aq SPECIFIED ON SHEET F -C16 SEE SHEET F -C16 i EE SHEET C-10 t C-14 FOR �� A.C.OZ. (TYP ) PICNIC A \ D TAILS, SEE DETAIL C -C16 FORa _ _ _.f-E►a�OW SELECTIVE oR 2 C NFCTION WITH TRAIL STSTEM� - - _ swrlS►r AND EMOL ISH AND REMO -\ EXIST. PUMP HOUSE }"' '/ � % �/ //r`• _ - -'- /r ,G/may /•` •/ U PERFORM LIMITED SELP� 1/E -C ING OF BRUSH ' BOARDWALK W/ CURBING AND UNDERSTORl' I ONST CTION AREAS ONLY' (SEE SHEET G-13 t J -G13) - PRIMITIVE CAMPING AREA , f /, �r// CLEARING OF / MEAN HIGH WATER ELEVATION PSWORM SELECTIVE CLEA ,� % / f / / a ! 1�1SN AND WDER6TOR Y �; tl� / ; / ! / ' r f';/ ' v / � / / ✓/ r,. 225 FEET, ON S/12/131. 31. AS SCENIC OVERLOOK t PICNIC PAVILION / r' ; 'i, ` LOCATED ON 9/12/97. (SEE SHEET A-3) PICNIC FAVI �� ® (SEE SHEET A- 73 EXISTINIG BERMS TO BE REMOVED t REGRADED BOARDWALK W/ SOIL TAi'<FN FROM BERM REMOVAL IS TO BE USED PICNIC AREA / ' / (SEE SHEET C-13 t' PROPOSED FLOATING DOCK AND BOARDWALK /,. ' , / r i AS FILL IN POND LOCATION PEIafoRM SELECTIVE CLEARING OF , SEE SHEET C - 9, C -13 t C -14 FOR DETAIL aRi184 AND LkC61RSTORY 25'X8' FLOATING DOC ELEV. 1.80 ,� SURFACE WATER i AC S ; j � .� i ID.d° Xt NG DIRT TRAIL ROAD 0.007 AC. (T U P L r4 N D S 2A2 FEE. GETATE EDGES OF DIRT ROAD �U PECIFIED ON SHEET F -C16 'e ''/ ' r"!✓ jii PROPOSED TRAIL TOB �. 4'X30' HINGED(pS� i / •` �j� _ FIELDLOCATED (T1'P> \ GANGWAY, $O I / CURBING E SHEET F -C16 - <0-13 t J -C13) MEAN HIGH WATER ELEYATIO CONSTRUCT 32 X6 8 ' / O i , �., ,i, !� /,;;.. - %rf,,,/, ' _;� -•, FEET, NjS,V.D. 1929 AS BOARDWALK ELEV. 5.4S ON 9/12/97. r D E. WETLAND IMPACT � (TYP.� ; � ,.,; // ' � P. 0.002 AC. F' . /, //'j / ' ✓ /' i r„ ✓,; , ' . / %: ` ' \ 1, PICNIC AREA PICNIC AREA Cy i / PEIIFOW SELECTIVE GLEARAJCs OF / > / r!/' s �i / / ;'/ ! // / �r ,/ / /`1 %'/'/ /, r i ,`?/ //44J, � ,� \ '`/ / /' / // /,/' ' /' i ` ' /; . t�ERfiORI"f SELECTIVE CLE,4RMCs OF SPOIL BANK - , / `, aRue++ AND t1JDER8rolrr ' / , / �dJ ' E T L ,4 N aRtJBN AND WDERBTORY / / •rte, , / / ME4?+1- i-ItG}4 W4 fR VATI , LOCA f ;/ / / i ,: / ', /, /✓ /! r' BOARDWALK W/ HANDRAIL � (SEE SHEET C-13 t -C13) E— PRIMITIVE CAMPING AREA i , 1 M N R PERFC�ifH SELECTIVE CLEARMG OFT A C T N 0 tsu AND wDERSroR'r D E.P. AND A.G.O E. — — — — t'1 5 A F O 1 ✓rf/ T I AL J ,;� , / � / ��•r/, , //,,. COMMON UR SDIC ION _- WETLANDS LINE — r / MEAN HIGH WATER ELEVATION ❑ — SCENIC OVERLOOK AREA REVEGETATE DIRT ROADS WHERE NEW TRAIL HAS BEEN REALIGNED (SEE DETAIL G -C16) PROPOSED TRAIL TO BE FIELD LOCATED (T7 P) SEE SHEET F-CI6 225 FEET, N.YD. 1929 AS , - / /j/j /' /,'�/ /j/%/�, /� ///;, _ — — UNSURYEYED SECTION 18 LOCATED ON 9/12/97. - - - - f FND 4x4 Gr1 — , ! _ /� ''• � % jr�,;�/�J , %�,/�//� `f/; PRM 03624SPOIL EASEMENT _ _... // '' MSA F4-iO4 TRACT NO. 8 //` '!,' r% ;;�%'vz� <f , d �l/, 1,11 �% ,f , r�/i•`'/ /%J� , , / i ;f /�/ / � r Li SPO IL EASEMENT MSA FO - 105A TRACT NO. 1000 E - I MEAN HIGH WATER ELEVATION 225 FEET, N,G.Y.D. 1929 AS LOCATED ON 9/12/97. v ✓, f r UNSURVEI'ED SECTION 18 Q� O� �I Q� NEW 50ARDWALK 4 FLOATING DOCK (CITY OF JACKSONVILLE) Chantal Bowen El ileeri , Inc, 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER GEORGE RANDALL DOWNING, P.E. CITY OF PROJECT N0. DUTTON ISLAND PARK N0. SHEETS Y DRAWN BY: ETS 5 SURVEYED ALIGNMENT CHECKED DATE: SHEET NO. 4' GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB 3' BENCHMARKS BEACH DATE: T s 1 rE C-4 FLORIDA REGISTRATION NO. STRUCTURE NOTATION CHECKED DATE:ATLANTIC 2.SCALE: 1"i�4 R ALAN DRAWING NO. 1 AS NOTED 00382C04 FILEC: \ PROJECTS\ CBE200382 \ 200382CO4. DWG i �,4ND 22' r -- r�- i f - i �,4ND 22' r -- SEE SHEET C-1 FOR DETAILS 56�2�'lsh'� (3)-10" BUTT PILES r' N07 -49'23"W ClIp 40.,14 ,f - / /. / f% / // / jar /' / � // ,•' j A6, 06 ARMY CORPS OF ENGINEERS J /SD/CT/ONAL WE LINE '1'O. PRO D TRAIL TO BE ELD LOCATED (TYP) ' o SEE SHEET F -C 13 N 6Llu, r , y' >> r r�.r v J �rt A(1 • ��Q 'l / f, {: '" / �� r y r ; ts� r , `Yl K J : S STA.25+99.64 62.28(LEFT) r J f PROVIDE FDOT TYPE / OR 11k ,f �..� j f if ` V �r , �NON FLOATING TURBIDITY BARRIER AROUND POND ND PILE JETTNG OR DIVING OPERATIONS BOARDWALK W CURBING / t _ �`'� ,�'� . �`� f` ; , ELEV 2.6�?' FEE7" SA (SEE SHEET C 13 & J C 11) y ;r BEV 2:62 .FEET C h ,9 �8 o �r, / 30'X8' FLOATING DOCK 53 09 �6, h ELEV. 1.80- y' 2 . tk l� 1 •, ,off,: 'S PR VIDE 'FDOT TYPE 111 I PP O , P • A 4'X30' HINGED '� ��'o �° -4. SILT FENCE /N CONSTRUCTION AREAS., I -I4 GANGWAY 2`532, �1 526• S ST 1 ADJACENT TO WETLANDS AND OPEN ' 9,¢' p.54' g 'I WATER (TYP.) A BCONSTRUCT OARDWALK 32'X6' Fpc� F�gTo >sr28 'S'F��g 44 S> f' 46.16'' , ELEV. 5.4 MATCH EXIST. WETLAND IMPACT ELEVATION 0.002 AC. N_ a 8 \ SCALE : l" = 2O/ 7. Chantal Bowes El ineeri Inc. SE POINT 8834 GOODBYS EXECUTIVE DRIVE, VER T SUITE E ✓ '! JACKSONVILLE, FLORIDA 32217 FND 5/8' R.B. cso4> 737-ooso - f , CAP #3624 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER NO. SHEETS 6. BY DATE 5 Y DRAWN BY ETS PROJECT No. DUTTON ISLAND PARK GEORGE RANDALL DOWNING, P.E. �•,r I T Y O SURVEYED ALIGNMENT CHECKED DATES SHEET NO. 4' GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB FLORIDA REGISTRATION NO. AT DATE: C_9 3 ATLANTIC C BEACH �O'4�� -- D OGt� �L. AN DRAWING N0. 2. BENCHMARKS STRUCTURE NOTATION CHECKED DATE SCALE AS NOTED 1. r 00382C09 F/LE.0 \PROJECTS\CBE200382 \ 20382CO9.DWG PRIMITIVE CAMPING AREA PERFORM SELECT/VE CLEARING OF BRUSH AND UNDERSTORY 0' 1011 0 20' TOE OF BANK SCALE 71"=7 6.5 6.3 7. D Ea m EX/STING BERMS TO BE REMOVED REGRADE TO ELEV. 6.5 (APPROX. 2600 C. Y.) 2 d0 .� 32"L/VE OAK 8.8 , y 8.6 5 UPLANDS \ 6.0 NE COM ORT ST TION .744 L/VE OAK D.E.P. AND A. C. 0. E. OD, COMMON JURISDICTIONAL ' . = 1 O.00 8.6 WETLANDS LINE �00 S. F. / SET 1R* -PIPE D1 AINFIELD 8.3 EL. 9.0 ± ` �\ 9.2 ` cn i TDE F BANK 13+5 -J 5�=lT. SOIL TAKEN FROM BERM REMOVAL IS �rn E SED S FILL IN POND LOCATION (SEE MASTER SITE PLAN SHEET C-4) 73 (l)-2- TAPPING SADDLE 6.7 (1) -FLUSHING VALVE (1)-6" PLUG 6.4 5.8 6.0 PICNIC AREA (l)- 1 " TAPPING SADDLE-� (1)-1 " GATE VALVE W/BOX PERFORM SELECTIVE CLEARING OF (l)- 1- WATER METER BRUSH AND UNDERSTORY (I)- I- RPZ ASSEMBLY REGRADE ALL EXISTING DIRT TRAILS (APPROX. 425OLF) PER SECTION BELOW, REVEGETATE EDGES OF DIRT ROAD AS SPECIFIED ON SHEET F -C 13 PICNIC PAVILION (TYP.) (SEE SHEET A-3) 8' MIN. i ci��icucn no�nc t 6. Q i 6X6 TIMBER WHEEL STOPS \ \ m 1050 GAL. / SIMILAR TO EDGING MATERIAL ��\ \ ��• , SEPTI TANK STA. 11+05.71, (Tyl'•) 4 56. 16'RT. , CE POINT » 13+23.94, 14"PAS STA. 1 d+2b.50;-. \ TRAVERSE POINT 20.0' RT. MATCH EX/ST J. ,3 77'RT. `. �, FND 5f8" R.B. GRADES LB #3624, STA. 10+00 >2" 5.4 PA D. �aP NCHMARK: � 641 S. Y. BUS PARKING �O STA. 10+45.42, J \ \ , ° ''�, �' ` L 48.35'RT. � RAILROAD SPIKE A. C. 0 0 & TURN -AROUND AREA c "� , � `_ `\ \\ ,' \, � IN POWER POLE. - ;P c,� s��'2x� . COC. COL,. 2 `S.� \ �` ELEV. 4.76 5.3 USING GRAVELPAVE W/COQUINA '� h o, c STA. 1.0+05.00, � (N. G. V D. 1929) -J6y OR EQUIVALENT �� ry ,,'\ � ` .s \ •. 1 1.08 RT `�' o \ (TYP.) 14.94' ` o W 530' 11',32 W 8 p o- • 7271- o o tv - o W POINT OF BEGINNING 6'AL O O, 4.9hp d�E- 0 1 j\ Ll PVC��R18 , h' , _--g �4.56 �64.6 ){{i Q� REALIGN EX/ N 6 85 �. ; - .�� D/RT RAIL ROAD TRAIL ROAD -, 1 22.00 \, 'r 1 I / 1� / 19.88' �a "PVCDR 8)WM �� / /. < \\ `\ `\� �' �, �T8E�.37'Sa w SET IRON E 5.6 / ' 'j24.4 / < �..< ,\ ;` 8 `�. \ c, W /QA tK; EDGE AREA W/6X6 TIMBERS o\ \ I DEMOLISH AND REMOVE �'�, .� STA.\,1 b-1.3� 45,\ W/PRESERVATIVES OTHER THA 4i �� \ . cfl o��j 3.83.8 ��•,,1`, � �, � � � i WATERBORNE INORGANIC ARS OLS. ,� �',4 `+ STAKE W/ A MINIMUM OF 4- 5 - V PUMP HOUSE ,� Q REBARS EA. EMBEDDED INTO E f'�� SOIL A MINIMUM OF 2'. ' STA. 10+36.53, 32. 12'L T. 4 DIA. WELL CAP AND ABANDON \ '--Q)STA. 10+91.51, 57. 101T.``��\ ` ~'� �\ \' ,`�� ` `�� \ \`, \\ ,\ PICNIC AREA PERFORM SELECTIVE CLEARING OF INSTALL 21OLF-SILT FENCE BRUSH AND UNDERSTORY21' 06 577 , . ` 36, MATCH EXIST PROPOSED TRAIL TO BE �\ \ �\ 41 GRADE FIELD LOCATED (TYP) , \ , o ' REGRADE » 2 -RUT' TRAIL, ELIMINATE LOW AREAS (PUDDLES). SEE SHEET F -C 13 '� �; ` STABILIZE USING "PENNZSUPPRESS" STABILIZER OR EQUIVALENT, CONSTRUCT 12" LAYER OF SHELL STABILIZED OR POLYMER EROS/ON CONTROL PRODUCT ACCORDING TO SOIL IN ACCORDANCE WITH APPLICABLE PORTIONS MANUFACTURER'S SPECIFICATIONS. OF SECTION 260 OF FOOT SPECIFICATIONS. Chantal Bowen Englineering, Inc, '\ ,'ti ` ti 8834 GOODBYS EXECUTIVE DRIVE, TRAIL GRADING SECTI®N �,'� � `• �` \ SUITE E ` ` `� JACKSONVILLE, FLORIDA 32217 N. T S. \ ` �(904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER NO. SHEETS 6. BY DATE DATE DRAWN BY ETS GEORGE RANDALL DOWNING, P.E. CITY O F PROJECT No. DUTTON ISLAND PARK 5• SURVEYED ALIGNMENT CHECKED DATE SHEET N0. 4' GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB FLORIDA REGISTRATION NO. / DATE: C-10 3. BENCHMARKS STRUCTURE NOTATION CHECKED DATE ATLANTIC B E r1C H COi"f O ?T STAT I C:)N DRAWING N0. AS NOTED SCALE �. 4 E3U5 TURN ,4RC:)UN=) f'L,AN 00382C10 FILE. -C:\ PROJECTS\ CBE200382 \ 200382C 10. DWG O) ro � z U) \ 8.5 O ,� 8.4 8.5 �. Sn \ Q _-1 Qn Q "PINE 8.5 9. PERFORM LIMITED SELECTIVE CLEAR/NG OF BRUSH AND UNDERSTORY IN CONSTRUCTION AREAS ONLY ° ` d0 .� 32"L/VE OAK 8.8 , y 8.6 5 UPLANDS \ 6.0 NE COM ORT ST TION .744 L/VE OAK D.E.P. AND A. C. 0. E. OD, COMMON JURISDICTIONAL ' . = 1 O.00 8.6 WETLANDS LINE �00 S. F. / SET 1R* -PIPE D1 AINFIELD 8.3 EL. 9.0 ± ` �\ 9.2 ` cn i TDE F BANK 13+5 -J 5�=lT. SOIL TAKEN FROM BERM REMOVAL IS �rn E SED S FILL IN POND LOCATION (SEE MASTER SITE PLAN SHEET C-4) 73 (l)-2- TAPPING SADDLE 6.7 (1) -FLUSHING VALVE (1)-6" PLUG 6.4 5.8 6.0 PICNIC AREA (l)- 1 " TAPPING SADDLE-� (1)-1 " GATE VALVE W/BOX PERFORM SELECTIVE CLEARING OF (l)- 1- WATER METER BRUSH AND UNDERSTORY (I)- I- RPZ ASSEMBLY REGRADE ALL EXISTING DIRT TRAILS (APPROX. 425OLF) PER SECTION BELOW, REVEGETATE EDGES OF DIRT ROAD AS SPECIFIED ON SHEET F -C 13 PICNIC PAVILION (TYP.) (SEE SHEET A-3) 8' MIN. i ci��icucn no�nc t 6. Q i 6X6 TIMBER WHEEL STOPS \ \ m 1050 GAL. / SIMILAR TO EDGING MATERIAL ��\ \ ��• , SEPTI TANK STA. 11+05.71, (Tyl'•) 4 56. 16'RT. , CE POINT » 13+23.94, 14"PAS STA. 1 d+2b.50;-. \ TRAVERSE POINT 20.0' RT. MATCH EX/ST J. ,3 77'RT. `. �, FND 5f8" R.B. GRADES LB #3624, STA. 10+00 >2" 5.4 PA D. �aP NCHMARK: � 641 S. Y. BUS PARKING �O STA. 10+45.42, J \ \ , ° ''�, �' ` L 48.35'RT. � RAILROAD SPIKE A. C. 0 0 & TURN -AROUND AREA c "� , � `_ `\ \\ ,' \, � IN POWER POLE. - ;P c,� s��'2x� . COC. COL,. 2 `S.� \ �` ELEV. 4.76 5.3 USING GRAVELPAVE W/COQUINA '� h o, c STA. 1.0+05.00, � (N. G. V D. 1929) -J6y OR EQUIVALENT �� ry ,,'\ � ` .s \ •. 1 1.08 RT `�' o \ (TYP.) 14.94' ` o W 530' 11',32 W 8 p o- • 7271- o o tv - o W POINT OF BEGINNING 6'AL O O, 4.9hp d�E- 0 1 j\ Ll PVC��R18 , h' , _--g �4.56 �64.6 ){{i Q� REALIGN EX/ N 6 85 �. ; - .�� D/RT RAIL ROAD TRAIL ROAD -, 1 22.00 \, 'r 1 I / 1� / 19.88' �a "PVCDR 8)WM �� / /. < \\ `\ `\� �' �, �T8E�.37'Sa w SET IRON E 5.6 / ' 'j24.4 / < �..< ,\ ;` 8 `�. \ c, W /QA tK; EDGE AREA W/6X6 TIMBERS o\ \ I DEMOLISH AND REMOVE �'�, .� STA.\,1 b-1.3� 45,\ W/PRESERVATIVES OTHER THA 4i �� \ . cfl o��j 3.83.8 ��•,,1`, � �, � � � i WATERBORNE INORGANIC ARS OLS. ,� �',4 `+ STAKE W/ A MINIMUM OF 4- 5 - V PUMP HOUSE ,� Q REBARS EA. EMBEDDED INTO E f'�� SOIL A MINIMUM OF 2'. ' STA. 10+36.53, 32. 12'L T. 4 DIA. WELL CAP AND ABANDON \ '--Q)STA. 10+91.51, 57. 101T.``��\ ` ~'� �\ \' ,`�� ` `�� \ \`, \\ ,\ PICNIC AREA PERFORM SELECTIVE CLEARING OF INSTALL 21OLF-SILT FENCE BRUSH AND UNDERSTORY21' 06 577 , . ` 36, MATCH EXIST PROPOSED TRAIL TO BE �\ \ �\ 41 GRADE FIELD LOCATED (TYP) , \ , o ' REGRADE » 2 -RUT' TRAIL, ELIMINATE LOW AREAS (PUDDLES). SEE SHEET F -C 13 '� �; ` STABILIZE USING "PENNZSUPPRESS" STABILIZER OR EQUIVALENT, CONSTRUCT 12" LAYER OF SHELL STABILIZED OR POLYMER EROS/ON CONTROL PRODUCT ACCORDING TO SOIL IN ACCORDANCE WITH APPLICABLE PORTIONS MANUFACTURER'S SPECIFICATIONS. OF SECTION 260 OF FOOT SPECIFICATIONS. Chantal Bowen Englineering, Inc, '\ ,'ti ` ti 8834 GOODBYS EXECUTIVE DRIVE, TRAIL GRADING SECTI®N �,'� � `• �` \ SUITE E ` ` `� JACKSONVILLE, FLORIDA 32217 N. T S. \ ` �(904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER NO. SHEETS 6. BY DATE DATE DRAWN BY ETS GEORGE RANDALL DOWNING, P.E. CITY O F PROJECT No. DUTTON ISLAND PARK 5• SURVEYED ALIGNMENT CHECKED DATE SHEET N0. 4' GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB FLORIDA REGISTRATION NO. / DATE: C-10 3. BENCHMARKS STRUCTURE NOTATION CHECKED DATE ATLANTIC B E r1C H COi"f O ?T STAT I C:)N DRAWING N0. AS NOTED SCALE �. 4 E3U5 TURN ,4RC:)UN=) f'L,AN 00382C10 FILE. -C:\ PROJECTS\ CBE200382 \ 200382C 10. DWG 50' 25'1 0 SCALE 7" w8.5' RCP '----_- o� WOOD ,r INV= -2.71 - - _ POLE - -- r�r--------------- C6 Ll rm Chantal Bowen E ineeri Inc. vc�� 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER- RD DESIGN ENGINEER GEORGE RANDALL DOWNING, P.E. CITY 0 PROJECT No. DUTTON ISLAND PARK NO. SHEETS 6. BY DATE BY DATE DRAWN BY: ETS 5 SURVEYED ALIGNMENT CHECKED DATES SHEET NO. 4' GRADES CHECKED RIGHT-OF-WAY CHECKED BENCHMARKS STRUCTURE NOTATION CHECKED ATLANTIC BEACH DATE: C-11 CHECKED BY: CB FLORIDA REGISTRATION NO. DATE 2 WATE FZ r'tr41N � XTf=—N51 < o:)N DRAWING NO. 1.� SCALE AS NOTED 00382C11 FILE.•C \ PROJECTS\ CBE200382 \ 20D382C 1 1. DWG w r 6' BUTT— PILINGS SEE VIEW A-1 3"X8" ABUTMENT CAP PLANKS SHALL BE 2X6" DECKING, (BARK SIDE UP) ' ALLOW FOR A V2" GAP BETWEEN PLANKS WHEN DRIED. ' FASTEN WITH (2)-16d STAINLESS STEEL RING SHANK NAILS. 8834 GOODBYS EXECUTIVE DRIVE, TYP. AT EACH SUPPORT. (3)-8d NAILS AT ; �r EACH END AND ' JACKSONVILLE, FLORIDA 32217 CENTER OF LAP (TYPJ (904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD __ 2"X8" __ --- -- 5. Y DRAWN 8Y ETS SURVEYED ALIGNMENT CHECKED DATES BEAM SHEET NO. 4. I r 2. 3 GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB BENCHMARKS STRUCTURE NOTATION CHECKED DATE FLORIDA REGISTRATION NO. ATLANTIC LJ AC i i BEACH 2"X10" STRINGERS A C-13 t. A 8" (EVENLY SPACEDj ,4N=)J' I 00382C13 TYPJ i- 24" 2"X8" BEAM .2"x10" BLOCKING GALVANIZED CARRIAGE 12" 12" BOLTS (TYPJ 2"XIONX2411 BACKER 15" RnARn .�,. o I 'YPJ FRAMING PLAN X=_2NXILTX24" 8" BACKER BOARD 2"X10" STRINGER (3)-8d NAILS AT EACH END AND AT JOINT VIEW A -A ALTERNATE CONFIGURATION SCALE: %2" - l' 6' 2"X10" 16d STAINLESS STEEL NAIL TOE -NAILED BLOCKING AT EACH BEAM (TYPJ S 2"X6" DECKING PROFILE ELEVATION PILE CUT OFF ELEVATION o i I a 2V2" � � 2� 2"X8" BEAM 41-6"V2 lO" /Off BUTT PILINGS PILE BENTS AT l2' ON CENTER PROFILE ELEVATION SCALE: V2" - l' B, 10 2"X6" DECKING (1)-3"X8" FILTER FABRIC SEE NOTE (2)-3/4" HD GALVANIZED CARRIAGE BOLTS 4 -'(MIN.) 2"X8" BEAM T A 2°X8" HOR/ZONLS FASTEN WITH (2)-3/4" X 8" HD GALVANIZED LAG BOLTS AT EACH SUPPORT BUTT PILING ('E_"� SECTION A -A NOTE: C -I SCALE: V2 " - l' PER SUPPORT S, 4"LONG AT PIl F RFNT MI DSPAN HANDRAIL POST ELEVATION V2 SCALE: " - I' .3" X 6" CURB GALVANIZED G�ARR/ AGE BOLTS 3" X 6" X 12" BLOCK �v 4' O.C. AND ENDS OF CURB I o I 2V2" /0" (T� CURBING DETAIL C-/ SCALE: V2" - I' BLOWUP OF FLOATING DOCK AREA (2-1/2" HD GALVANIZED41 \ I. 4' POST CARRIAGE BOLTS RAIL BOLT DETAIL- (TYP. ALL RA/LS) !^!1 A / !— Is // N.T.S. 2°X6" CAP RAIL CENTER JOINT � ON POST (TYPJ 2"X2' PICKETS � (2)-8d NAILS AT EACH RAIL 2'X6' RAIL r �--- 2"X6" CAP NAIL TO POST W/ (2)-30d NAILS 1--4"X4" POST 42" 2)-I/2" HD I 9"ZXION ALVANIZED ARRIAGE BOLTS X24" BLOCK H SECT ION H -H C-/ SCALE: V2" - I' G HANDRAIL DETAIL C-1 SCALE: V2" ' I' FILE:CAFR0JECTS\CBE200382\ 00382C/3.a Chanial Bowen Engineering, Inc, 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER6. GEORGE RANDALL DOWNING, P.E. � I T �/ O C PROJECT No. DUTTON I S LAND PARK NO. SHEETS 5. Y DRAWN 8Y ETS SURVEYED ALIGNMENT CHECKED DATES SHEET NO. 4. I r 2. 3 GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB BENCHMARKS STRUCTURE NOTATION CHECKED DATE FLORIDA REGISTRATION NO. ATLANTIC LJ AC i i BEACH DATE , D �C is E T,4 f l_ S E GT I ©NS C-13 t. SCALE AS NOTED DRAWING NO. ,4N=)J' I 00382C13 FILE:CAFR0JECTS\CBE200382\ 00382C/3.a NO. BY CC 0 zlx"k RAMP UP 7 I .L/'VT Y /LI► SCALE: %2 ! + ITYPJ i �-- RUB RAIL. 2" X2" X 3/6" TUBES --- - --- - , . C" "/-" ni r Amir -r GLCVHI 1UN SCALE: %2 ow l' 7"X3" RIBBED ANGLE WITH HINGE PIN AND POCKETS 2�2"SCHD 40 PIPE OTHER SIZES ARE AVAILABLE FOR DIFFERENT DESIGNS 45' 4' 2%2" SCHD 40 PIPE 2" X2" X 3/6" TUBES RUB RAIL RIBBED DECK/NG 5" - 'vE" CHANNEL 2" X3" X i "TUBE FOR WIDTHS GREATER 2" X3" X %8" TUBE THAN 4' SECTION A -A SCALE: %2" " 2" 2" ROUTE SLOTS IN BOARD AND INSTALL SPECTRA SAFETY TREAD. USE STAINLESS WOOD SCREWS (�L DECK BOARD DETAIL FOR FLOATING DOCK NOT TO SCALE STAINLESS STEEL 9" RIBBED LOCKING PIN ON EACH DECKING END OF HINGE PIN T_ 7"X3" RIBBED ANGLE HINGE POCKET %4" X4" BAR MAY BE ADDED 5" - "E" CHANNEL SHORE SIDE HINGE DETAIL NOT TO SCALE %4" PLATE WITH NON-SKID TAPE OVER ENTIRE SURFACE TACK WELD ALUMINUM ANGLE TO PREVENT REMOVAL OF TREAD PLATE 3/`v X3" BAR %2" DIA. ALUMINUM ROD 2%2 ";Pl X9" UHMW UHMW ROD COVER ROLLER (2 EACH) � T READ PLATE END DETAIL NOT TO SCALE DESIGN FREEBOARD 2" X5" X %4" S.S. ANGLE �—.Cr ROLLER B o 0 0 0 I % " SCHD 80 I� 4" PVCC S�. PIPE IT PJ ROUND PILE ail 2"XzX/4GG. POLYSTYRENE STANDARD PILE GUIDE �W.W.M. HDG CORE WITH ROLLER PILE GUIDE � � ° ° ° ° ° WOOD RUBSTRIP WOOD PILES ONLY \ VINYL FENDERING2) WAILERS SCALE: l S4S SYP .6 CCA SYMBOL 0 *3 EPDXY—J STEEL --y COATED THRU-ROD REBAR �YPJ SOLID POLYSTYRENE CORE 2"X8" TIMBER WAILERS CONCRETE FLOATING DOCK NOT TO SCALE 3/' HDG THRU-RODS � 16d HDG NAILS 4' SPLIT RING--// (AS REQUIRED) 4" SHEAR PLATE (AS REQUIRED) SECTION A -A NOT TO SCALE *J REBAR EPDXY COATED —PVC TUBE REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER SURVEYED BY DATE BY ALIGNMENT CHECKED DATE DRAWN BY: ETS DATE GEORGE RANDALL DOWNING, P.E. CITY PROJECT NO. GRADES CHECKED BENCHMARKS RIGHT-OF-WAY CHECKED STRUCTURE NOTATION CHECKED CHECKED BY: CB DATE FLORIDA REGISTRATION NO. ATLANTIC DATE: u A C BEACH LJ I 1 SCALE: AS NOTED . E Chantal Bowen Engineering, Inc. 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 N0. SHEETS DUTTON ISLAND PARK SHEET NO. E30,4RC-') ,4Lf< 4 DG>Cf< C-4 =)ET,41L5.41�1h �J CT �S F. 00382C14DRAWING 0 FiLE:CAPROJECTS\CBE200382\ 00382C14.DWG SPECIFICATIONS FOUR #4 .BARS E W. O. C. UNIT SIZE- 50 CM X 50 CM X 25 CM (20' X 20' X l') 24' CAST IRON CLEANOUT ONE METER SQUARE) i (JOSAM SERIES 56060) UNIT WEIGHT -538 GRAMS (19 OZJ OR WITH TAMPERPROOF TOP - 22 KG 14,8 aPOUNOS) STRENGTH 402 KG/CM (5720 PSI) \ SET PAD FLUSH COLOR BLACK (STANDARD) J \ 3' ITYPJ WITH FINISH GRADE RESIN- l00% POST -CONSUMER RECYCLED HDPE/LDPE N I FABRIC err WEIGHT 35 OZ/SY(120 GM/M= _ TENSILE /20LB/FT (585 KG/M) GRAVELPAVE2 SYSTEM v FLOW - 275 GAL/MIN/SF (1/2200 L/M/N/MY ) ,4 RE/NFBAR (TYPJ 18" SQUARE X 6" THICK FILTER FABRIC ATTACHED TO . 3000 PSI CONCRETE BOTTOM OF GRAVELPAVE2 SLAB TO BE CAST FINE COQUINA 3000 PSI COVER FINISHED AROUND CLEANOUT LANDSCAPE CONCRETE P GRADE 45° BEND TIMBERS . . • . - 6" PVC 50 CM (I9.7l) NATURAL AREA i 6• 167 C Mi 25 C WYE (6.6) l I PVC SANITARY I WATERTIGHT PLUG SEWER LINE I uiI W ` 360x36'x5' THICK ®TERMINUS e LOCATOR PE I CONCRETE PAD •+ • . AT ALL VALVES(ALL AROUND a I VALVE B(JX) - :SANITARY CLEANOUT DETAIL fill- VALVE NTS � RESTRAINED JOINT 8.3 CM 13.3 J Q 01��1 Com, � � GRAVELPAVE SECTION .3 CM (0.9') SQUARES THRU ASPHALT l2' COMPACTED SUBGRADE, 95% 2 PIPE 6 CM (2.4') MODIFIED PROCTOR DENSITY I r-------------------------------------------------- PLAN COMPACTED COQUINA BASE, I 957. MODIFIED PROCTOR L i , DENSITY-FDOT SPECIFICATIONS ------ l'-6' (TYPJ � SECTION 9/5 -----------------i ----------- NO57NE I Z o TYPICAL GRAVELPAVE DETAIL NOT TO SCALE NOTE: UNDISTURBED POURED IN PLACE EARTH (NOT PRECAST) I i CONCRETE SHALL BE r-6 4YPJ ----� VALVE V EBOX. FOR FLUSH WITH GRADE A I I A I I I I UNPAVED. LOCATIONS IONS i i 3:1 TO EXIST. GRADE N.T.S. I8LF-6' PERFORATE4) SYM ABL , - • - DRAIN PIPE LATERALS - i , I (TYPJ i 1 I 1 I Z -8' - L--------------------------------- i (TYPJ I I I 80 1 5'�' BUFFER 2' GATE VALVE LIMITS OF GRAD/NGi 8� PLAN g� FEMALE ENDS AND STANDARD AND SOD r r I I PIPE THREADS (TYPJ i i i i US FOUNDRY CO. - MODEL N0. 170 K8PVC -+ L---------------- -------------- IVR ORHEADER PIPE EQUIVALENT 61 6' PVC TO CONC.OR FINISHED GRADE CITY STANDARD METER BOX 2' PIPE PLUG i SEPTIC TANK i BRICK CURB VARIES EL 21.00 FOR r METER WITH CAST Ili IRON COVER ---------------------- ----------------- 6"PVC SOIL PIPE 4'PVC SO! PIPE E PLAN FLOW FLOW FINISHED GRADE l/2' MIN. �� 3' -�- v ,fes, illi x ° a K iNII 700. SQ. FT.. ABSORPTION. BED z N.TS. — W ° ° a INV..1825 Fry INV. -18DO 1 ° ° �- 2l' ABSORPTION BED 5' BUFFER (TYPJ NO.3 0 12 BW EF -16' PVC p p ao 0a p a oo a I 3� - ( I!I -� 6' PIPE zi 2PIPE FINISHED GRADE 0o p° 0a43T0 x)70 SODDEL�ELEV.16A0 0 0 0 0 0 OF DRA/NFIELD ° 6' DRAIN -0 0 p Oo ° CORPORATION o 0 15' 0 CLOSE 8' CRUSHED ROCK NIPPLE '6COCK o 0 00 0 0 0 SE CT IQN A`A o o BELOW BOX 0 OR GRAVEL 0 20-90 o oELS 0 o VO NOTE: 6' BELOW BOTTOM /LAYER POLYPROPYLENE 1. PRECAST DOSING AND SEPTIC TANKS MEETING CHAPTER 64E-6 FAC REQUIREMENTS, NOTE: OF PIPE BARRIER MATERIAL H-20 TRUCK LOADING AND CONFORMING TO ASTM C 913-79 AND C 690-78. TO BE USED /N AREAS 14' ltillMJ FILTER MATERIAL 2. SEPTIC TANK CAPACf7Y:1050 GALLONS TEE OR TAPPED NOT SUBJECT TO FLOODING SOL/TE OR EQUIVALENT SEPTIC. TANK DETAILS COUPLING N.T.S. WATER MAIN BELOW. GRADE SECTION: THRU ABSORPTION. BED FLUSHING HYDRANT N.T.S. Chantal Bowen E ineeri Inc, N.T.S.8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 (904) 737-0090 NO. BY DATE SYMBOL REVISIONS SURVEY DATA: BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER NO. SHEETS 6. BY DATE BY DATE DATE: BY: ETS PROJECT No. DUTTON ISLAND PARK SHEET NO. GEORGE RANDALL DOWNING, P.E. CITY O '' SURVEYED ALIGNMENT CHECKED DATE 4' GRADES CHECKED RIGHT-OF-WAY CHECKED CHECKED BY: CB FLORIDA REGISTRATION NO. I DATE: C-15 3. BENCHMARKS STRUCTURE NOTATION CHECKED - I LDATE AT L„ AN T I C B E AC H � EE T/�-�e I L e DRAWING N0. 1.SCALE AS .'NOTED 04382C15 F1LE:CAPR0JECTS\C8E200382\ 00382050 i __ , ;. T �E .j r- r -R a !� t: e*uR='',L`; ,-__ •< ,.~�'��,� ,�,'�"' FOR.;�1-^r EE�'R USE <EE EE 7 Cti 45 Z�E .CR!BEa w -E 23 Oc NEEZ-`EC' 0 T -RC.E' EG 4 � TLOCATION U ,.. ..,. ,.. SEE S EE. C 10 EOR OF COl`1FORT STATION E'RUNE 5HRUBS/DO NOT RE'1 iOVE YI AN I` TREES OVER 4"!A•_ o r ..--------_ EXISTING ROADW4`r I .. • / COMFORT 5TAT!ON - kV F.F. EL E v. 10.0 d,: 10.0 }V f(/ (3) �,1 x ro" x 7' PRESSURE TREATED , :. ,, . ._ "_. _ . •.. , .. •. -- LAND5GAPE TIMBER �. D SECURE AS SPEC- !NETA!L E -G16 14' v : R Jm' COVER EXPOSED 501L 10 .0 4 ` _. •. -. �� WITt4 1'1ULC+--ZING 1"!A I ERIAL r 7.5 / 0 45 DESCRIBED IN DETAIL G -Cl& �/ z tiw BUS TURN - AROUND AREA ,f -- ----- SEE ENGIN. SPECS ON 4w SHEET C-10 -- - o - i _ 15 p R 10 % i O/ / S ,w 2 1r2 DIA. MANILLA ROPE INSTALL AS NOTED IN DETAIL D -G16 �1,� TRAIL LIMTs I 12" DIA. BUTT PILING TALL AS NOTED IN D -C16 INS 6" x !2" x 15' PRE65'URE TREATED 10 G LANDSCAPE TIMBER c r- '- "GRAVEL PA S`'ST M AS EOJND iN � •• � wk SECURE �.S .,PE... (N DETAIL E-�16 E L!M T5 OF D15TUR8>'4NCE X BUS TURN - AROUND AREA SEE SHEET G-iC 12 DCA. 5UT { PILING lU.4LL �`— STAGGER 14E!GEJS ACCORDING F f- ,R' r - r o^te r-^ �, IJ ; O GET. 1L 5-016 �_ \ ... -a..� �.,•R ��.. ..:.._� - ------ -� - _•__-_ - - - _ C NO': TO Ste.-A.:E 5' 3000 PSl CONC. WALK 12 DIA. BUTT PILING AS USED G}�o r , 2 1/2" DIA. MANILA ROPE I SC•L10' � I IN SITE DOCK CONSTRUCTION .r -- ;=-4N ; .� - _ . R' UN] _% ENTR7 < R��; Glto ----- TILL , ,. C �� -- - EXISTING TRIAL TO RELIEVE S.OMPAGTION AND ENCOURAGE NEW GR: WTH. 6 3'" PILOT HOLE TO RECIEVE SPEGFIED ROPE GRADE SMOOTH TO ACCEPT NEW MATERIAL. ALLOW FOR 5LACt< TO +-TANG 15" FROI'? WALK 5EGURE WITH +NOT AT END PILINGS 2. RECOMMENCED TREES; _12" DIA- BUTT PILING LIVE OAK (Quercus vireiniana) 20'-30' o,c. 5iNK 32" BELOW GRADE LOBLOLLY PINE (Pinus taeda) 15'-25' a -c. ' 42" 6'" x 6" WWM ME5H 3. RECOMMENDED SHRUBS r GROUNDCOVER: %-1 1/2" FRO" BOTTOM / WAX MYRTLE (Myrica cerifera) T�-arc APEA „ OWE TR,aiiwAY 41-8' O.G.; arranOe In small clumps randomly along path 3EE $"PET C -i® I2 SEE SHEET c.� SAW PALMETTO (5erenoa repens) 3' o.c., arrancae in large clumps randomly along path _ SAND CORDGRASS !Spartina bakerii) 3' a.c., arrange in large clumps randomly along path NOTE: ELEVATIONS GIVEN REFER TO PILING'S HE!G+�-!T ABOVE 4- COVER EXPOSED GROUND IN NATURAL DEBRIS (PINE STRAW, OAK LEAvES, ETC.) FiNiS+--IED CsRADE. U5E S,;ME PILING HEIGHTS FOR EACH 32" A5 SOUND ELSE'�JHERE ON Tf1E ISLAND. SIDE OF TURN -AROUND. ♦ r4"J 3000 P5! GONG, BROOM FINISH PERPEN. TO EDGE FOR BEST RESULTS, FCLLOW PLANTING SPECS GIVEN ON SHEET C-18. PLANT QUANTITIES TG BE CETERi"11NED ON SITE TO ALLOW FOR FIELD ,ADJUSTMENT: 95% COMPACTED SUBGRADE ..=.,^'/'•'vi.,�--''.,".,; .n.r � :.� �J^, ;IIS. �" �T:—+, `h,../ „�+� <,•;* '^ * "• .,;.,� -325' �✓ v �.' �' ___ -------------- 3.751 Gib 3.00' G16 SCALE: _ BUS 4.00' TURN -AROUND r AREA --4.25' 1. PICNIC TABLE; 4:50' 4 5�'' `'I,4NUFACTURER: Victor Stanley --''SER!E5: 2nd Site Systems ( Recycled Plastics ) MODEL: CP -2r Rectareular Center -post Table, Csray Finish 4.00' _ i2° DIA. BUTT PILING SINK 36" BELOW GRADE Install per manufacturer's specifications 3.50' HEIG+i4T5 PER DETAIL B-CI6 I=roduct equivalent can be used only with approval- -3.i5' 42" TURN -AROUND AREA Quantity to be verified by client. SEE SHEET G-10 —4-1',5' __ UNDISTURBED 2. BENCH: 3.25 WOODED AREA TREATED LANDSCAPE TIMBER / I _ 3:00 - _- 5ECURE Wf (10) 3/8 DIA, GALV. LAG 5GREL,j MANUFACTURER. victor Staniey ` EVERY 31 O.C. SERIES: 2nd Site Systems ( Recycled Plastics, !"10DEL: Model S wi Standard Surface Mount Leas, Gray Finish 12 " x 12 " x i5' 3000 P5I Instal! per manufacturer's specifications X11 Product equivalent can be used only with approval - Quantity to be verified by client. 3. TRASH RECEPTACLE: MANUFACTURER: Victor Sta Iey SERIES: 2nd Site Systems ( Recycled Plastics i MODEL: HPF-24 Luf Standard Lid, Gray Finish, B -E i-:_..-yN t_..,/:\ ✓^R:°R.:-. R. W�-`. :.-:--. "^. ;./vv ':.VR \ � •, < F { �.k u,. �ir.l.... , .-..-.i�R�R Wa -..,-. ✓✓..✓ \ ��V� 45 install per manufacturer's specifications Product equivalent can be used only with approval Quantity to be verified by client as they deem necessary. _ 1 i O'er`✓ =C'i,R El:s`P�1E'�i T t=,0. �..i ii.i' ..,, �i�`, ,�� 4ND �I l•'rP.�i!�. AR^: � C16 I --------- r T - , r , F .: .._ _ ,_,1 ,_ .�. � •�- . ., t,./ .,moi f -_ I `j��t�LL: u,. X1� RAD l-1/2 CLASS 30 RIB -REINFORCED CAST IRON METER BOX COVER FOR r METERS4T. 2710 1-3/4 /1 RAD. CLASS 30 RIB -REINFORCED CAST IRON METER BOX COVER (2 PIECE) FOR 2' METERS -WT 46' CAST. IRON METER. BOX. COVERS N.T.S. SOLAR PANEL - SIZE AND INSTALLED ACCORDING TO CAL LSOX MANUFACTURER'S RECOMMENDATION INSTALL WIRING /N RIGID CONDUITS 8' (M/NJ DIAMETER, 30' LONG PRESSURE TREATED POWER POLE CALL24 WIRELESS CALLBOX ASSIGN FREQUENCIES AS DIRECTED BY THE CITY OF ATLANTIC BEACH APPROVED ME7ER BOX WITH CAST IRON H/N'GED LID, Of BRASS HINGE PIN 6 GA WIRE METER. BOX. FOR 5./8 3./4", &. 1!' METERS N.T.S. r FFIC F PAVEMENT r— CURB CURB STOP, a -PIPE ------ ---- - - METER i WATER SERVICE LINE SET METER ON UNDISTURBED DISTRIBUTION OR COMPACTED SOIL MAIN 5./8". THRU. 2" METER INSTALLATION NIS. (2) l" D/APICKHOLES 5%. WATER. SYSTEM VALE. BOX COVER N.T.S. NOTE.- THE OTE:THE LENGTH OF PIPE TO BE RESTRAINED EACH SIDE OF BEND SHALL BE /N ACCORDANCE -- WITH TABLE FOR MECHANICAL RESTRAINT DEVICE. ALL JOINTS 20' MIN. EACH SIDE OF EXISTING PIPE SHALL BE MECHANICALLY a l0' MINIMUM I IO' M, i -STANDARD METER BOX & COVER CONNECTION TO BE �— MADE BY PLUMBER -UNDISTURBED SOIL RESTRAINED. z'Ile ANGLE OF MECHANICAL JOINT 1/25 ;225' DIRECTION OR 45' BENDS (SIZE VARIES) CHANGE CLAMPING RING SIZE VARIES UTILITY PIPE PLAIN 4;TEE BOLT + END BELL J. PVC PLAN M. J. D. I. FITTINGS END PVC �{-�� PVC tm i O f r 1i r- ^rArrrnrn •r —vvr`rri vrr r-rrc t zclvl cr1L�u ml CROSSING IF l8' MINIMUM SEPARATION CANNOT BE MAINTAINED NOTES: I. IF EXISTING UTILITY IS A WATER MAIN 2 IF EXISTING UTILITY IS A FORCE MAIN, (OR DRAINAGE PIPE, 60 OF SEPARATION SANITARY SEWER UNE /8' OF SEPARATION IS REQUIRED. IF DRAINAGE CENTER JOINT OF /S REQUIRED. IF THIS /S NOT POSSIBLE EXISTING BELL RING APPucarroNs WATER MAIN OVER EXISTING UTILITY TO UTILITY MAIN IS C900 PIPE, SEPARATION CAN EXIST. SECTIONS GRADE MECHANICAL RESTRAINT. DEVICES N.TS. I z ALL FITTINGS SHALL BE RESTRAINED. CONTRACTOR MAY USE ONE OF THE tti FOLLOWING METHODS: I cis ' I. MECHANIC& RESTRAINTS AT FITTING AND AT ADJACENT JOINTS TO A LENGTH AS SPECIFIED IN CHART. L_ I CAT T 'ROW INSTALLATION 2. TIE RODS AT FITTING AND AT ADJACENT JOINTS W i L - MIN/MUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTINGS (FTI BENDS (DEG.) y Q� Il f4 " 12 45 90 2 2 4 6 11 9 3 3 5 8 /3 l0 4 4 6 H l7 /7 6 4 7 /3 2/ 15 8 5 /0 /6 26 /5 l0 6 /l 20 32 22 12 7 /4 24 38 27 l6 /D /9 37 56 48 PROVIDE MAXIMUM JOINT SPACING. BE REDUCED TO 6' WITH /8' P/PE.CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING. CONFLICT. DETAIL NIS. m i�� Chantal Bowen E peer ' Inc, vc�� 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 <904> 737-0090 N0. SHEETS DUTTON ISLAND PARK SHEET N0. C-17 DRAWING N0. 00382C17 /-7LC_.'U:V-nVJLI.I J �1.L7LGVVJ(JL 1 Vv.w4�.1� .urry f TO A LENGTH AS SPECIFIED IN CHART. N.TS. I. INSTALL CALLBOXES AT CANOE LAUNCH LOCATIONS. LOCATE POLE IN A CLEARED AREA TO ALLOW SOLAR PANEL TO BE /N DIRECT SUNLIGHT. 2 INSTALL A CALLBOX ON THE EXTERIOR OF THE COMFORT STATION. USE AC ELECTRICAL POWER AVAILABLE AT THE COMFORT STATION FOR OPERATION. NO. BY DATE SYMBOL REVISIONS SURVEY DATA* BOOK NO.: PGS.: DESIGNER: RD DESIGN ENGINEER 6 BY DATE BY DATE DRAWN BYE ETSP.E.GEORGE RANDALL DOWNING, P� (�` CITY Y O PROJECT N0. S• - SURVEYED ALIGNMENT CHECKED DATE: DATE 4. GRADES CHECKED BENCHMARKS RIGHT-OF-WAY CHECKED CHECKED BY: CB FLORIDA REGISTRATION N0. ATLANTIC A ^ A i ^ A ^ FB A(\ 3. NOTATION CHECKED DATE: 2. 1 STRUCTURE ,(,j\I\V' SCALE* AS NOTED t m i�� Chantal Bowen E peer ' Inc, vc�� 8834 GOODBYS EXECUTIVE DRIVE, SUITE E JACKSONVILLE, FLORIDA 32217 <904> 737-0090 N0. SHEETS DUTTON ISLAND PARK SHEET N0. C-17 DRAWING N0. 00382C17 /-7LC_.'U:V-nVJLI.I J �1.L7LGVVJ(JL 1 Vv.w4�.1� .urry f r t E. Coordination with Lawns. Pant trees and , i al -i after Final grades are established and prior SECTION @2.,a 5O 2.014 MULCH planting of lawns, unless otherwise acceptable to Landscape Architect. IF panting of trees 3.022 P]-.ANTLNCx TREES AND SHRUBSto anti shrubs occurs after lawn work, protect lawn areas and promptiy repair damage 0 lawns TREES, PLANT5 AND GROUND C resulting from planting operations. r - u es, Wel! shredded pine bark or native hardwood not larger than 1,11 A. For ties In Backfill MixtOVERS inch A, Set balled and burlapped (545) stock or Mayer of compacted planting soil mixture, plumb and it In width. center OF pit or trench with top of Mali at same elevation as adjacent Finished landscape 1.07 WARRANTY ♦ B. Bed and Tree Dressing Mulch: qr p' adas. ' UJhen set, lace additional planting soil mixture around sides and bass and slim'frate PART 1 CsENERAL i. Use nature! debris (pine straw, oak issues, etc.: Found elsewhere on site, voids and air pockets. Lay back burlap to expose top of root bail to soil mixture. WIrisr A_ Warranty trees and shrubs, For a period of are year after date of accaptance, against 2.015 ACCESSCR'ES excavation is approximately 2/3 Full;, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer OF backfil!. 1..01 SECTION INCLUDES defects including death and unsat75Factciry by growth sxcept far deFect5 requiting From neglect Remove burlap from sides of balls# retain on bottoma. Owner; abuse or damage by others, or unusual rohe+^cmea or Incidents wr,fch are be gond y A. Extent €andsca e cl } GortraCtor'a control.. A_ Topsoil- Fertlle friable natural Of loam character, i ' p , without a mixture of subsoil materiel shad yB_ be obtainer! from a wail -drained era 1 i b e site, or .from on -alta stockpile, rein reasons i Free A , Set bare root stock on cushion or planting in i i I pat soil read roots, cerefuil work back(:(: g �' y of v i , p e e opmen� .cork is shown on drawings end in schedules, S. Warranty Shall not include damage or iose Of trees, plants or round covers caused b fires, a � , ,, y From cls ` lumps, coarse sands stop f t + es roots sticks and ether r r �� l 1✓ o sign mare leis, W,th a acidtt y , r , around roots b hand and puddle with water until backfi(i lagers �� y p are tom latest saturated. y p y Plumb - . P u b before backfilling and. maintain plumb while working backfill around roots and B. Sodding of areas disturbed during construction exclusive of pavesci areas. floods, severe freezes d , ere eezes not typical to the r region, winds over 75 mph or acts of vandalism, F range of between Ph 6:0 and- 6.8. a placing layers above roots_ Set collar one inch to two inches below adjacent Finish !andacape grades, C. Trsnspiantina of existing trees, pais and plant material. C, Remove and replace trees shrubs or oth lant f ep er p s Duna to be dead or to ur>r+ea,thy corditton B. Peat ( Ogg: gr Own t0 black in color, weed and se Free, . : + ed ee, . aw peat or ba led pea., Spread cut roots without tarellne or turrinq up to Surface. Cut injured roots Gear, do not t�reai� during warrarty period. Plant missing trema, shrubs and plants. Make replacements during containing not more than 9 percent mineral Or a dry basis. D. Prior to corstruction activities, all trees, alms and fart material to be relocated wilt be p p growth season following end of warranty Denied. Furnish arc plant replacements which comply with reaqulremente shown and specified. �,so, replace tress and shrubs which are in doubtful C. Water: Free of substances harmful to plant growth, p g C. Set cortalner grown stock as a eel+"led For balled a p and burlapped stock, except cut care on two tagged by Grchttect, Specific relocations are shown on drawings, condition at end of warranty period. Only One roplaremert shall be required at end OF sides with an approved can cutter. Reirovs sides OF wooden boxes after partial backfiliing so warranty period, except for !OS9e5 or rep>!acement5 due to (allure to comply with Specified D. Stakes for Tree Staking: Common and acceptable in region of project, as not to damage root balls. • L02 REL.4TED SECTIONS requirements. E. Guying lijfre: 10 or 12 gage galvanized wire. D. Dish top of planting soil mixture to a!low for mulching, , For $ r planting, prime p ant ng, provide additional backfill -berm erouro edge of excavations to form A. Section 02810 Irrigation Systems P ART 2 PRODUCTS ' F, Turnbuckles: Galvanized steel or aluminum of size and gage 9 9 required to grounds tensile shallow Saucer to collect water. B. Section 02921 - Landscape Grading strength equal to that of euylre wire, Turnbuckles operfnc Shah be at !east 3 inches to allow; for periodic adjustments, E, Mulch p.ta, trenches and planted areas. Provide not less than the Following thickness Of mulch 2,08 TOPSOIL and work into top of planting soft mixture and finish leve( with adjacent. C. Section 02S35 - Soddlna G. Staking and Guyfna Hoge: Two-ply reinforced garden hose not less than i/2 inch Inside I. Provide 3 inch thicknese OF mulch. A.�Topaoll for landscape work jq- not avaliak7le at site and ah,ali be furnished ee Specified. diameter. F. Apply ant( -desiccant using power spray to provide an adequate film overtrunks, branches; L03 SUBMITTALS B. Provide new topsoil which. is fertile, Friable, natural loam, surface soil, reasonably free of H. Erosion Control Fabric: Supergro or equal. Stems, twigs and foliage. if deciduous trees or Shrubs are moved fn fuil-lean, °pray with anti-desfecsnt at nursery A. Com I with provisions of Genera' conditions p y p + subsoil, ciay lumps, brush, weeds and other then 2 inches in any dimension, and other etxtrareoue, litter and free of roots, stumps, stones iarder or toxic matter harmful to 1. Twire: Twc-ply jute material. before moving and again two weeks after planting. g - B. Certificates of inspection as required by govsrrmertal authorities and manufacturer's or I, Obtain topsoil from local sources or from found at project site, plant growth, areas having similar soil characteristics to that J. Sol, Se orator: !-lea: resistant filter fabric; water permeable .and ursffeGted by freezincg and jo G, Do notrune except to remove damaged branches or as directed by landscape lan sca r p g a chitect, vendor's certified analysis For soil amendments aro fertfl?zer matorials. Submit Other data 2Obtain topsoil onlg from ratural!y well -drained less than four inchest do rot From where topsoil occurs in a depth of not bogs thawln Ing. H, Remove and replace excess1 vely pTund or m(aformed stock resulting from improper prurinC: aub5tantiatng that materials comply with 5peciFlod requirem®rts. obtain .sites or marshes:. K, Drainage Fill: AAS+#TC 1`14306t 318 inch to3 4 inch clean, uniformly graded stone, C Vendor's cert Fieri statement for ea G^ grass seed mixture required, stating botan!cai and r`'L A'"'!ENDMENTS x.09 Ste' L. Erosion Control Fabric: Dewit Weed Barrier ore ual. I. Paint cute Over 1r1 inch to size pith standard tree paint or compound covering Deed liven P p g ex. p g tissue. Jae paint which la waterproof, antiseptic, adhesive, elastic and free of kerosene, coal common, Hare, percentage by weight, and .percentages of purity, germinatlor,; and weed seed q tar, creosote, and other substances harmful to plants. Do not use Shellac, for each grass seed species. A. Lime: Natural Itmestore ccrtafrino not lees than 85 percert of total carbonates, erourd sc 2.016 4N71-DE5ICCAN7 J. Guy and stake trees immedlateiy after planting, as indicated. D. Soil test reports, that rot less than 90 percent passes a 10 mesh sieve and not less than 50 percent passes a 100 mesh sieve. E. Maintenance instructions; Typewritten instructions recommending procedures to be established A. Emulsion type; Film -Forming agent assigned to permit transpiration but retard excessive loss of 3.023 FLAVIN FALT16 by Owner far maintenance of landscape work for one full year. Submit prior to expiration of H. Peat Humus: FS Q-P-lbro and with texture; and <a range suitable for intended use, or Florida p• g moisture from lents, plants, p required maintenance periods B. Deliver in manufacturer's fully identified containers and mix in accordance with manufacturer's A, Set stock as indicated In bed. Stake palms as necessary to maintain plumb or at ar le Shown, p arele F. FFr v'd re ro ' ° - r i r o e p ..ducabio �_Bulit d. aw:na efts final acceptance ,ay owner., C. Bore t"leal: Commercial, raw, finsi� around± y � 4 percent nitrogen an p g d instructions. Brace with three 2" x b" woad braces tOerat!ed to three 2" x 6a'° x 24" battens which are 20 percent phosphoric acid.... r + - , eecu. sly barged a, two points to realm at a point 2/_5 trunk height- ` Pad trunk with 20 layers of C. Acceptable Manufacturers, burls. under battens. Place braces ? 0 r �� , to Z degrees apart and secure underground by 2 x 6 x L04 QUALITY ASSURANCE D. Superphosphate: Soluble mixture of treated mini 20 percent available phosphoric acid. i. DoW Ghe3rn cal Companyt Dowax: 24" stakes. E. Commercial Fertlltzer: Complete fart?I(zsr of neutral character with some elements derived From 2. Nursery Specia!ty Products, Irc.t Wilt -Proof. B. Water palm thoroughly fmmediats!y after panting. A. Landscape work shall be performed by a single firm specializing in landscape work. organic sources and containing Foilowino percentages of evajlab!es plant nutrients: 1. Trees and Shrubs: 11!nimum 10 perc®rt available phosphoric acid, From 3 percent to 5 TI 2.1 PLANTING 501L MIXTURE C. Set Date palms a minimum OF 4' in the around, Aerial roots may not extend more than b inches 8. Obtain agronomic soft° tests For a':I planting areas. Tests Shall be performed by an approved percent total nitrogen, and from 3 percent to above the final finished grade of the palm. aeroromlG 50'15 tastlno laboratory and shali Include fertllitu and sultabllitu ara!ysia with written 5 percentSolublepotash. recommendations for soil amendments; fertilizer, and cr+em?cai conditioner a ilcation rates for pp 2. Lawns: "? nimum 4 arcent phosphoric acid, p P� r minimum 2 percent potassium, and A + . M x 1/3 parts organic soil amendment to 1/3 parte Florida Muck or equivalent to 1/3 parts soll preparation, piant(ne backfill mix, and post maintenance fertilfzatfon program_ Submit a percentage of nitrogen required to provide not leas than One pound of actual ritrooen per clear, washed builders sand. 3.024 PLANTING• GROUND COVER copy of Sofia test to Architect. 1,000 &Gift. of lawn area, Provide nitrogen in a form that will be available to lawn during i = r C. Obtain sol 4est nom existing s.ockpl[ed topsoi:, .f any, to determine type amount OF initial parlac of growth. Palm .,• ;, 3.: a lm Fertilizer - I release Sow a ease Palm Special" fo fertilizer ranular fertiiize!r which includes tree g e B. Add soil amendments as recommended b soil test it uartitfes recessar to bring soil mixture y q y 9 to bN stir Of between n Minerals + g o 5.5 and (0.0. M ne. die used for H correction shell be cammercidll p A. Space plants as shown or scheduled. p .and amendments needed for areas that are to receive stoc ilea topsoil. �' p elements of iron, magnesium and man arose. 9 9 y r p oduced for ilia purpose. , B. Work, panting soli mixture around roots to eliminate air pockets .and leave a alight saucer D. Ship Lardscape materials with cert fiestas of inspection as re uired b governmental authoritlati q y F, Sand: n r Clea , washed builders sand free of + salt, weeds, Sticks and other debris. C: For it and trench t e backfill mix iantl i 1 p boil prior to backfillin and stockpile at site. yp �' � p 9 � Indentation arourd plants to hold water. Water t r r p er ho oughly alter planting, taking care not to Comply with governing regulations applicable to 'andacape materials. cover crowns of planta with wet soil. G. Oraarlc Sol! Amendment: Pinebark chunks ,smaller in size but not greater than 3/4 Inches in diameter, D. For ground cover and other lanting bads, mix planting soil mixture either prior to planting p p -� p p ger C. Mulch areas between ground cover plartst place not lees than 2 irchas thici�. E. Substitutions: Do not maks substitutions . if apscfFied landscape material is not obtainable, apply on surface of topsoil and mix thoroughly before planting. submit of proof Of and prapasai for use of squlva!snt material to Architect_ When, I. Mix lima with dry soil prior to mixing Of fertilizer. authorized, adjustment of contract amount will be made. 2.0}0 PLANT MATERIALS -GENERAL 2. Prevent lime from contactingroots OF acid-lov(r. !ants. e p 3.025 TRANSPLANTING EXISTING TREES, PALMS AND SHRUBS 3. Apply phosphoric acid Fertilizer, izer, other than that constituting a portion of compiete F. Analysis and Standards: Package standard products with manufacturer's certified analysis. , fertilizers, directly to subgrade before applylne planting soil and tilling. For other materials, provide analysis by recd ilii laborator made in accOrci with methods 9 y A. Name arra /arieay: Provide giant materials . true to name and variety estabusrsed b American u A. Refer to Article entitled, Planting Trees and Shrubs. r; 4 - l eatablie ,ed by,�rs Aasoclatton of Official Agricultural Ghemfste, wherever ail iicabfe or as p Joint Committee or Horticultural Nomenclature „ "Standardized Plant Names . . E. For palms, plant in sxistin Suitable 5041 or a mixtures of i5go sand and 25� oerlite. g further specified, p 13. Quality: Provide tress, srrubs and other'plants , tom I in with recommendations aria p p y g B. Prunln : Prior r i q or til t areptanttng operations, prune existing branrnes back 1/3 on trees and shrubs. On existing palms, - , g pa a, prune back extstincg fronds and tie a minimum aF faun fronds around G, Topeoil: Before deliver of topsoil, furnish Landscape Architect with written statement iving {; requlrements of ANSI Z.60-, Standard For'Nur5ery Stock`' and as further specified. PART 3 EXECUTION centralq rowth heart area. location of .properties from which topsoil is to be obtained, names and addresses of ownnere, depth to be stripped and crops Grown during past two years. C. Provjde plants typical of their species c,r variety with normal, denssiy developed branches and C. Handle plants go that roots are adequately protected at all times_ via,oreus, fibrous root systems, Provide only Sourd, healthy, vigorous plants free From N. Treses and Shrubs: Plant names indicated are to comply with ''Standard Plant Names" as adopted bu latest Amaricar eF dects, disfiguring knots, sumac -aid Injuries, Frost cf racks, abrasions othe bark, ptart o?seases, insect eggs, borers and all cthesr forms of infestation. Plants shall have a - fully 3.018 EXAMINATION D. Plant s+ia!! not be bound with e rosor wire, at any t(m ms, that would daage bark, brsak brarches, destroy edition of Joint Committee of Horticultural Nomenclature. Names of varieties not listed conform deneraliy with names accepted by the rurseru trade. Provide cieveioped form without voids and open I�pacae. A. Examine subgrade, verfFy elevations, observe conditions urdsr whlch work Is to be performed, or its natural shape. stock true to botanical rame and ie fbi tagged. Provide heath , vigorous stock grown uncier g y gg y � a cllmactfc conditions simfiar to conditions fr iocality of Free of disease, inserts, D. Did bailed and burlapped plants with firm, nature! belie of earth cuff?Giem fn diameter and depth and correct unsatla{actor conditions before croceadlr with the r y g work, or notify Landscape Architect lfadverse condltlona are diSrOvered which will inhibit fart rowel p E. Plant transplanted plants imm l p p ad ately after digging. projects seas, larvae and defects 9UGh &9 knots, Sun -staid, injuries, abrasions or disfigurement. ALL PLANTS a to encompass the Fibrous and feedin rope p g Provide ball sizes complying with 1a eat edition t S stem recessar for full recover F y y y o giant. { � o. American Standard FOr Nurae;ry g ?= Plants shall be moved with firm, raturai balls of 5011 with minimum ball size conforming o .g to TO i3!. FLCR!DA *" OR BETTER Cracked or loose bails ars Hct acceptable. .,tock, rsauirwnents OF ANSI 601 f X Standard or Nursery Stock 3 @} P , 9 REPARAT{ON 1. Sizes. Com l with sizing r p and real standards o, latest edition of American Standard for , y g gracing E. i �. Provide tree species true .o norma, spec+ea, � character ar+c.! habit. Single trunk trees will not be q G_ Urd r e g Duna Obstruction. if under round construction utilities or obstructions re q � r i Nurser Stoc►c A plant shall a m n t n + y b d e. 9 O .d: 89 .t Stands Ir Its nature, Og(,.(On. Stack furnished p arGeptab!e With Y shape trunk In train p the.leader. Gulls will not be acceptapie3. r A. La Out (ndlu1dua! tree and bhrUp ;Ora n r � ,- y t,o e and a ea8 .or multiple plant�nas. Stance fo�atlona encour ear in t ed excavation Of blanting areas Or its, Other locations for !ant material will be �' p i shall be at least minimum size indicated. �araer stock is acceptable at no additional coat url.ess and Outline areas and secure Landscape ^' before ,-,rch(tect's acceptance be,o,e start of planting work. i Selected by Architect: Changes in loGatfons she,, be made without additional cost to'Owrier: a written charoe order is Issued, F. Plants planted In rows eheli be matched in form. Make minor adjustments as may be requested. J. Inspection: Landscape Architect reserves the right to inspect trees and snubs either at G. Plants larger than those specified in the plant list may be used and are acceptable in most B. !n plartire beds, where plants are spaced 3 feet on center or less, work soli amendmerts as 3:026 MAINTENANCE place of growth or at site before plantiro For compliance With requirer:erts For name, varlety, instances, but should be verified by Owner. requ?rsd by Solis test. Remove stones over 1-1/2 inches in any dimension, stick rubbish and size and quality. �4, The height of tress, measured from the crown of the ball to the top of the top brarch, Shall Other extraneous matter. Use a cutimuicher or other similar equipment to work amendments into soil. A. eseir maintenance immediately after planting. Maintain trees, shrubs and other plants until Final but 1. Such approval Shell not impair the right Of irspectiOr and rejection upon+ delivery at the site not be ;ass than the minimum size desferatelid 1n the plant list prior to topping and pruring. acceptance in no case lees than 30 day° after piantine, during the 'progress of work ;. Coniferous trees "!I be branched to the ground_ 3.020 PLANTERS B. irlafrtatn trees, shrubs and other plants by pruning, cultivating and weedin as re uired for q q hsa!th growth- Restore planting Saucers, T1 r r y es p a grner amid epd:r stake anti.. guy supports and j 05 DEL i VERY, STORAGE AND HNDL CNCs reset trees and shrubs to proper grades or vertical position as ,re required. Restore or replace p q p 2,011 CONTAIN GRC ST ER UJN .. OGK 4, Place minimum 4 inch lager of ravel In bottom of planters and fill with planting soil mixture, m damaged wrappings_ Sp ay as regufresd to keep trees and shrubs free of Insects and disease_ A, Packaged Materials: Delver packaged materials fr containers showing weight, analysis and Stock be to Place soil in iightiy compacted layers town elevattion 1-1/2 inches below to of !anter allowing F r i r? p p g for nature! sett!emart. o rte or planters, Soil mixture shall be a sterile mixture used for G. `verify waterfrg of trees, plants and round cover oeda wlthir the First 24 hours Of initial p g name of manuFaciurer, Protect materials from deterioration during dellvery and while stored at Shall grown container for sufffs�tent length of time For root s stem, to have y Interior plantings such as Metromix or equal, plan" q aro not less than twice per week until final acceptance. i site. developed to hold Its soil together, firm and w+�ole. B. Trees and Shrubs: Provide container grown or belied and burlapped trees and shrubs. Do not B. No plants Shall be loose it the container. 3,021 EXCAVATION -TREES AND SHRUBS D. For Date Palme', drench the root zone 2-4 times for the first 4 montre after planting with a Funglcicfe labeled for landscape use or soil borne root Fungal pathogens. Apply a light surface use trees or shrubs which have boor fr cold storage or heeled -in- Do not prune prior to C. Container 5toctL Shall not be of bound. p application of aglow -release "palm special" granular Fartilzer at the margins of the root bail 3 delivery_ DO not bend or bird -tie trees or shrubs in Such manner as to damage bark, break branches or destrou Provide A. Excavate pits, beds, and trenches with vertical sides anm d with bottoof excavation slightlym morthe after piant!ne. Apply a fol.lar spray of soluable micromAlsi!ts. When new leaves are evident frothe natural shape. protective covering during delivery- crown, begin a maintenance program for fertilization 3 times a ear, u 2.@!2 5i-1RUSS AND SMALL PLANTSd raised at center to provide proper drainage. Looser harry subsoil in bottom of excavatlor. G. Deliver tress and shrubs after preparations for planting have been completed anplant immedfatoly. Cover plants transported or Open uehicles W?th a protective covering to prevent 9Requirementsdee T , B, Bare Root , reef, and Shrubs: Make excavations minimum - " + o s mi mum I ,a wider than root spread and � �.2� CLEANING AND PROT C?IGi E N - wind.. burn. if planting fs delayed more than six hours after deliver ,set trees ansa ai�^ubS to >�, fpr spread and height. are indicated in plant list: enoudr to allow for et in + c s t of roots on a lager of compacted ptantin soil mixture and p -.1 9 y �' g shade, protect from weather and mechanical damage, and keep roots most. ilii B. i iea5uremerts for height shall be taken from around level to the average height of top of with collar set at same grade as in nureary out 2 inches below Finished rade at Site, Aticw for g 9 inch gettlr la er of lantin sof! mixture, q y p g , A. During landscape work, store ri n p rk e !nate rale arid equipment where directed. i D. Do not remove container grown Stock from cortainers until plarting me. plant and not the loresst branch C. Balled and Buriapped (BeB) Trees end dubs Make excavations minimum twice as wide as B. Keep pavements clean and work area In an orderly corditior. E. Label at ie88t one tree and oris shrub of each varlety with a sesCurely attached waterproof legible C. Slnd!e stemmed or thin plants will not be ac.csptab!e, ball diameter and equal to bail depth. C. Protect landscape work and m materials from, damage due to landscape operations, operations by tag bearing de5fgnatior of botanical and common ramp, D. Side branches shell be generous, well -twigged and, tree gleet as a wrote, well-bu5heo! to ground. D. Container Grown Stock: Excavate as specified for balled and burlapped stock, adjusted to size other contractors, trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged iandaca a work p 1.06 PROJECT REQUIREMENTS E. Plarta shall ins in moist, vl arcus corditioc, Free from dead wood, bruises or other root or of container width and depth. branch injuries, 'i E. Ground Cover Beds: Provide a minimum 1@ inches .depth; 2 inches of which velli be hl t Sher 328 WSPECTION AND ACCEPTANCE A. Proceed with and complete landscape r i r i i t p e dscapa wo k as . ail dlu as portions o site become ava,lab:e, F, Provides lar s p t estabi shad and wall -rooted (n removable containers or integral sat oto and g p p than Surrounding rade_ .., 9 r: working within. seasonal titnitations for each kind of g ,andacape work required. with less than minimum number and lsr th of g ruriii required ^ + equ ed ray .{NSI Z6®. for post size. 4. When iandacape work is completed, Including matnterance, a or resduest Architect ! to g p e � will make B. Utilities: Determine location of underground and above around utilities and perform work In shown or liaised. F. Annual Beds: Provide minimum of S inches it depth, 2 to 5 inches of which Shall be higher than ♦ surrounding an inspectforr to determine acceptabilttc, manner which will avoid possible damage, Hand excavate, as required, to minimize possfbllity M of demaee to underground utilities. aintaln grade stakes get py others anti( reasrova! is 2.013 FERTILIZER grade, G. Dispose cF subsoil removed from Landscape excavations. Go not mix with planting soil or use B. Landscape work may be inspected` For acceptance in arts agreeable to Architect rovIcl ad p a p work, offered For Inspection is complete including maintenance and area comprises one complete mutually agreed upon bu all parties concerned. as backfill, unlit or area Of Substantial size. A. Plar;t fertilizer Type A, commercial type, ccIrtair-Ing at least 12 percent nitrogen, 12 percent C, Excavation: Wher conditions detrimental to plant growth are encountered, Such as rubble fill, phosphoric acid, and 12 percent potash and whose composition fs at least 5percent Organic so �. Fill excavations for trees and shrubs with water and allow to erco ate out before p(dnting C. Where inspected landeca a work does not com 1y with requirements, rspIees r effected work and adverse drainage conditior5 or obstructions, notfru Architect before planting, as to provide a continuous time released i,iharairter, continue specified maintenance until refnspocted by Architect and found to be acceptable. 1. Preferred Type: Pelletized or briquette form, such as Agriform tabiets For use it planting Remove rejected plants and materials romp ti from project sites. p P y p D. Planting Sc�^eduie; Prepare a proposed ptanting schedule. Schedule elates for each types of shrubs and trees on an indty+.duet beefs. .1 f landscape ,Nark aurins norma! seasons or Stich work .r area Of Site, Correlate with 9peGified Granular T e A to be incorporated into �• yp p topsoil of lart(n beds annual p p � beds and ground maintenance periods t0 pravlois ma lriterance Until Final tom ietlor, Of work under contract. cover beds. END OF SEC7 0N Y �F1iC r ,J!l Nli J -- - _ I i p f --•- I.. �'. I T �..� - e k✓ .,:,✓�.. �.,.,r�- �. "ice,✓ SOUTH ELEVATION SCALE 1/4" = 1'-0" 12 y.'� 12IT if 4 f ! 1 � A-2 Q i. z ROOF OVERHANG Z J O� _ all— �'all -0 O 0---- z GONGRETE SLAB W/ NON -SLIP Q O BROOM FINISH t CLEAR SEALER W F- -j W c a W TOILET 2 m 5440LUER HEAD, TYPICAL z U to O RECESSED MOUNTED ------ - . WARM -AIR HAND DR'I'ER %x E2 oO A -i Q J IL O Q METAL PANEL ROOF S*,"5'E1"I -U1ME FINISH E: OF PANELS W/ AN AGRYL IG STONE C141P FIN15H EQUAL TO :)OFING SYSTEMS 51-1,4kE PANEL DSURE WESTERN RED CEDAR BEVEL ROU,614 SAWN PAGE, TYPICAL W.R. CEDAR T4 8E FINISHED W/ A COD ENHAGER PER PROJECT C I ON5 "ROOM SIGN W/ PfG-106RAil =0R MALE t FEMALE, SYMBOL FOR AGCESSIBILTI', -LE LETTERING - MOUNT CENTER - 5'-0" A.F.F. 2x(o P.T. RAFTER TAILS, TYPIGAL 8"x8"x1(o" NOMINAL Gr'!U WALL (STAG< BOND) W/ WRETI•-IANE FINIS+-+, i=ROVIDE BULLNOSE AT OUTSIDE CORNERS, TYPICAL Ix4 WOOD TRIM (W.R. GEDAR W/ ROUGH SAWN PAGE), TYPICAL (ox6 P.,T, WOOD POST, TYPICAL HOLLOW METAL DOOR -i FRAME WITH PAINTED FINISH, TYPI,�:AL WOOD GABLE LOUVER (W.R. GEDAR) W/ INSECT SCREEN CONTINUOUS METAL DRIP EDGE ON Ix4 P.T. WQOD TRIM SHOWER HEAD 8"x8"xl(o" NOMINAL CMU WALL W/ URETHANE FIN15H 1x4 WOOD TRIM (W. R. CEDAR W/ ROUGH SAWN FACE), TYPICAL AT BOTH SIDES OF SHOWER 0-1/2" EXPOSURE WESTERN RED CEDAR BEVEL SIDING W/ ROUGH SAWN PAGE, TYPIC -Ai - FINISH WITH NATURAL WOOD ENNANGER 8"x8"x16" Gr EPDXY PINI: GOAT HOOK EAST/WEST ELEVATION 6 48" AFF. S.S. GRAB -B, j u uu u u JU u u L SCALE 1/4" = 1'-0" 9912-ALDWCs (10/11/00) TOILET A-1 SCALE 1/4" = I-0'' 8"x8"xl(o" CMU W/ EPDXY FINISH S.S. GRAB -BARS PAPER HOLDER EPDXY COVED BASE TOILET A-'' SCALE 1/4" = 1'-0" 8"x8" CPI_ -I,% IN IN GMU WALL W/ METAL LATH SCREEN INFILL (PROVIDE LOUVER ON OPPOSITE SIDE OF GMU WALL) REC E5SED HAND -DRYER 5.5. t"!IRROR SOAP DISPENSER i-- EPDXY COVED - — BASE r - ROOF PLAN SCALE 1/4" = 1'-0" I L FLOOR PLAN SCALE 1/4" = 1'-m" 5V -CRIMP METAL PANEL ROOF SYSTEM W/ GALVALUME FINISH, TYPICAL ALTERNATE: METAL ROOF PANELS W/ AN ACR*T'LIG BONDED STONE CHIP FINISH EQUAL TO DECRA ROOFING SYSTEMS SHAKE PANEL 0 ! 1 � A-2 Q z ROOF OVERHANG Z J O� _ all— �'all -0 O 0---- z GONGRETE SLAB W/ NON -SLIP Q O BROOM FINISH t CLEAR SEALER W F- -j W c a W TOILET 2 m 5440LUER HEAD, TYPICAL z U to O RECESSED MOUNTED ------ - . SCALE 1/4" = 1'-0" 9912-ALDWCs (10/11/00) TOILET A-1 SCALE 1/4" = I-0'' 8"x8"xl(o" CMU W/ EPDXY FINISH S.S. GRAB -BARS PAPER HOLDER EPDXY COVED BASE TOILET A-'' SCALE 1/4" = 1'-0" 8"x8" CPI_ -I,% IN IN GMU WALL W/ METAL LATH SCREEN INFILL (PROVIDE LOUVER ON OPPOSITE SIDE OF GMU WALL) REC E5SED HAND -DRYER 5.5. t"!IRROR SOAP DISPENSER i-- EPDXY COVED - — BASE r - ROOF PLAN SCALE 1/4" = 1'-0" I L FLOOR PLAN SCALE 1/4" = 1'-m" 5V -CRIMP METAL PANEL ROOF SYSTEM W/ GALVALUME FINISH, TYPICAL ALTERNATE: METAL ROOF PANELS W/ AN ACR*T'LIG BONDED STONE CHIP FINISH EQUAL TO DECRA ROOFING SYSTEMS SHAKE PANEL F- U H < t 1_ �F af- crW 3 _ vizc O 0 E:2 J U m W - ir > U a W w a m o w E, x N W to UWW Co } Q v O w P a 3 Z�0000 U O= Jj O< I- T o w z 3 0 3~ N — -j z LL 3G40 000 jg � a:W 5 Q Q 2 Q� N o cn r 4 <a 00 M_ w O y w d� U ul d al � d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-1 I 0 ! 1 � A-2 Q z ROOF OVERHANG Z J O� _ all— �'all -0 O 0---- z GONGRETE SLAB W/ NON -SLIP Q O BROOM FINISH t CLEAR SEALER W F- -j W c a W TOILET 2 m 5440LUER HEAD, TYPICAL z U to O RECESSED MOUNTED ------ - . WARM -AIR HAND DR'I'ER %x E2 oO A -i Q J IL O Q &x6 P.T. WOOD POST, TYPICAL - SEE _J STRUCTURAL FOR BASE =102) 3'-0"x7'-2" HOLLOW METAL DOOR W/ WELDED STEEL FRAME (SOLID GROUT). DOOR AND FRAME TO HAVE PAINTED FINISH, TYPICAL ❑ — — -- — - F- U H < t 1_ �F af- crW 3 _ vizc O 0 E:2 J U m W - ir > U a W w a m o w E, x N W to UWW Co } Q v O w P a 3 Z�0000 U O= Jj O< I- T o w z 3 0 3~ N — -j z LL 3G40 000 jg � a:W 5 Q Q 2 Q� N o cn r 4 <a 00 M_ w O y w d� U ul d al � d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-1 I 0 Q z < Z J O� _ O �- z -' u— Q O W F- -j W c a W � m z U to O H— Q J a ,J Q J IL (L Q _J O F- F- U H < t 1_ �F af- crW 3 _ vizc O 0 E:2 J U m W - ir > U a W w a m o w E, x N W to UWW Co } Q v O w P a 3 Z�0000 U O= Jj O< I- T o w z 3 0 3~ N — -j z LL 3G40 000 jg � a:W 5 Q Q 2 Q� N o cn r 4 <a 00 M_ w O y w d� U ul d al � d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-1 I 5V -CRIMP METAL. ROOF SYSTEM W/ GALVALUr-IE FINISH OVER SELF -ADHERING RUBBERIZED ASPS MEMBRANE OVER 5/8" CDX PLYWOOD ROOF SH;. OVER PRE-ENGINEERED WOOD ROOF TRUSSES ALTERNATE: METAL ROOF PANELS W/ AN ACRYLIC BONDED STONE GHIP FINISH EQUAL TO DECRA ROOFING SYSTEMS SHAKE PANEL - PRE-ENGINEERED WOOD ROOF TRUSSES - -- 2x8 P_T. WOOD TOP PLATE 5V -CRIMP METAL ROOF SYSTEM W/ GALVALUr-TE -- - ---- -- FINISH OVER 6ELF-ADH3=RING RUBBERIZED ASPHALT ?"!EMBRANE OVER 5/8" CDX PLYWOOD ROOF SHEATHING OVER 5/8" T-1-11 CEDAR PLYWOOD SHEATHING (ROUGH FACE) 2-2x((7 F.T. RAFTERS (1 EACH SIDE OF -- -- ROOF TRUSS) 12 CONTINUOUS METAL DRIP EDGE OVER Ix4 P_T. WOOD TRIM - CUT TOP OF TRIM TO MATCH ROOF SLOPE 21-011 P.T. I"11GRCLAI"1 LVL WOOD BEAM ---- -- - SEE STRUCTURAL 6x6 P.T. WOOD POST - - - SEE STRUCTURAL FOR BASE 6-1/2" EXPOSURE WESTERN RED CEDAR BEVEL ---- SIDING W/ ROUGH SAWN FACE, TYPICAL DAI'1PROOFING ----- --- - - - Ix4 WOOD TRIM (W. R. CEDAR W/ ROUGH SAWN ---- -- FACE), TYPICAL NOTE: ALL W.RCEDAR TO BE FINISHED W/ A NATURAL 'WOOD ENHANCER PER PROJECT SPECIFICATIONS 4" CONCRETE SLAB W/ LIGHT BROOM FINISH t CLEAR SEALER - SEE STRUCTURAL FOR REINFORCING FINISH GRADE — - - SLOPE AWAY FROM SLAB Z/'_ r } r j MR �'Z_ I -- --- -- — - - I I -- - - I I -1--- I — i : r I _ I II I CONTINUOUS CONCRETE FOOTING INC - SEE STRUCTURAL DRAWINGS FO -- I 1 I I j I REINFORCING I I i— — I C - - I WALL SECTION A-2 SCALE 3/4" = 1'-0" ROOM FINISH SCHEDULE 9912-421)WG (10/11/00) PLYWOOD (ROUGH ;=AGE) O BE GENT ERED ON _OW CEDAR W/ ROUGH SAWN ND PERIMETER OF CEILING CMU WALL W/ W/ SEAMLESS EXPDXY COVE BASE OVER VAPOR _ATED GOi" IPACTED FILL FOR REINFORCING DOOR SCHEDULE 2x4 WOOD NAILER 2x4 WOOD OUTLOOK -- --- CONTINUOUS METAL RAKE FLASHING -- —; OVER Ix4 PT. WOOD TRM (W. R. CEDAR) OVER 2x(o X WOOD FASCIA (W_ R. CEDAR) I' II I 5/8" T-1-11 CEDAR PLYWOOD (ROUGH FACE) I, I N 2xro FINISH WOOD TRIM (W. R CEDAR W/ ROUGH FAGE) - I I WOOD GABLE LOUVER (W.R. CEDAR) W/ - INSECT SCREEN PROVIDE BLOCKING FOR ROUGH II OPENING AS REQUIRED j METAL ROOF FLASHING NOTE LAP 40 MIL SELF -ADHERING I IIII RUBBERIZED ASPHALT MEi"TBRANE UP AND OVER CURB AT BASE OF GABLE LOUVER , TOP OF BEAM d GMU WALL I' i:i II'Ijll , II 2'-0'1 SHOWER HEAD -- -- -- - -- - - - 8x8x16 NOMINAL CONCRETE MASONRY UNITS -- --- ------ (STAG& BOND) W/ URETHANE FINISH TOILET SX8XIro NOMINAL CONCRETE MASONRY UNITS, - - -- -- TYPICAL - EXPOSED EXTERIOR SIDE TO HAVE URETHANE FINISH, INTERIOR SIDE TO HAVE EPDXY FIN$ H DOOR FRAME REMARKS WALLS CEILING LL C� NORTH EAST SOUTH WEST 0 � W 0 l�tl U_ W Z o E w 111 5H0WER 1/4" PER FOOT TOWARDS 09fK o w nm cr O � Q ON EDGE OF SLAB TO PROVIDE O q � 4 A -- -- - Q 0 `o POSITIVE DRAINAGE U c ' Iml 3'-0" x -l'-2" - STEEL 3 A-2 3 A-2 m F" 1m2 3'-011 x 1'.-2, 1-3/4" STEEL 3 A-2 JL E' -Z' m ll 0 z im3 - - " x '1 3' 0 2 -/4 1 3 7 S E rL I 3 A-2 L _j Q J O Q O < <r o r O W w 1 c pl L -1 ,— Z W 1 ly z q I I I I (D f (j) 4 - (D IL , U Q d 2 WALL Z_ d d ! d LU -A _7_ u _Z ll. 11 Y_ J. _7 LL_ (Y TOILET 1 EPDXY EPDXY CMU EPDXY CMt1 EPDXY C1" fU EPDXY CMU EPDXY PLYWOOD 8'-8" - CMU TOILET 2 EPDXYEPDXY CMU EPDXY EPDXY CMU EPDXY CMU EPDXY PLYWOOD 8'-8" - CHASE/STORAGE GONG. - CMU - Cl" i - CMU - GMU - ExP T -1CIC _ TO ATT 9912-421)WG (10/11/00) PLYWOOD (ROUGH ;=AGE) O BE GENT ERED ON _OW CEDAR W/ ROUGH SAWN ND PERIMETER OF CEILING CMU WALL W/ W/ SEAMLESS EXPDXY COVE BASE OVER VAPOR _ATED GOi" IPACTED FILL FOR REINFORCING DOOR SCHEDULE 2x4 WOOD NAILER 2x4 WOOD OUTLOOK -- --- CONTINUOUS METAL RAKE FLASHING -- —; OVER Ix4 PT. WOOD TRM (W. R. CEDAR) OVER 2x(o X WOOD FASCIA (W_ R. CEDAR) I' II I 5/8" T-1-11 CEDAR PLYWOOD (ROUGH FACE) I, I N 2xro FINISH WOOD TRIM (W. R CEDAR W/ ROUGH FAGE) - I I WOOD GABLE LOUVER (W.R. CEDAR) W/ - INSECT SCREEN PROVIDE BLOCKING FOR ROUGH II OPENING AS REQUIRED j METAL ROOF FLASHING NOTE LAP 40 MIL SELF -ADHERING I IIII RUBBERIZED ASPHALT MEi"TBRANE UP AND OVER CURB AT BASE OF GABLE LOUVER , TOP OF BEAM d GMU WALL I' i:i II'Ijll , II 2'-0'1 SHOWER HEAD -- -- -- - -- - - - 8x8x16 NOMINAL CONCRETE MASONRY UNITS -- --- ------ (STAG& BOND) W/ URETHANE FINISH TOILET SX8XIro NOMINAL CONCRETE MASONRY UNITS, - - -- -- TYPICAL - EXPOSED EXTERIOR SIDE TO HAVE URETHANE FINISH, INTERIOR SIDE TO HAVE EPDXY FIN$ H 8"x8"x161' NOMINAL CONCRETE I"IASONRY UNITS CONTINUOUS SEALANT AROUND PERIMETER, BOTH 61DES HOLLOW METAL FRAME (PAINTED) GROUT FRAME SOLID DOOR AS SCHEDULED IX WOOD TRIM (W. R CEDAR W/ ROUGH FACE) 1X4 WOOD TRIM (W. R. CEDAR W/ ROUGH FACE) P.T. 2x6 WOOD FURRING WESTERN RED CEDAR BEVEL SIDING W/ ROUGH SAWN FACE NOTE: H T M ;= HEAD DETAIL SI ILAR DOOR JAMB 2x6 WOOD NAILER SCALE 311 = I'-011 0810(0-15C DOOR FRAME REMARKS O m L LL C� A Q b SLOPE CONCRETE IN WAY OF__- Q 0 � W 0 l�tl U_ W Z o E w (K 5H0WER 1/4" PER FOOT TOWARDS 09fK o w nm cr O � Q ON EDGE OF SLAB TO PROVIDE O q � 4 A -- -- - Q 0 `o POSITIVE DRAINAGE U c ' Iml 3'-0" x -l'-2" - STEEL 3 A-2 3 A-2 m F" 1m2 3'-011 x 1'.-2, 1-3/4" STEEL 3 A-2 JL E' -Z' m ll 0 z im3 - - " x '1 3' 0 2 -/4 1 3 7 S E rL 3 A-2 3 A-2 L _j Q J O Q O FINISH FLOOR <r o r cn c n C _ ,— I I I I I - IL , -- I 2 WALL SECTION A-2 SCALE 3/4" = V-011 8"x8"x161' NOMINAL CONCRETE I"IASONRY UNITS CONTINUOUS SEALANT AROUND PERIMETER, BOTH 61DES HOLLOW METAL FRAME (PAINTED) GROUT FRAME SOLID DOOR AS SCHEDULED IX WOOD TRIM (W. R CEDAR W/ ROUGH FACE) 1X4 WOOD TRIM (W. R. CEDAR W/ ROUGH FACE) P.T. 2x6 WOOD FURRING WESTERN RED CEDAR BEVEL SIDING W/ ROUGH SAWN FACE NOTE: H T M ;= HEAD DETAIL SI ILAR DOOR JAMB 2x6 WOOD NAILER SCALE 311 = I'-011 0810(0-15C DOOR FRAME REMARKS O m L LL C� A Q b F Q 0 � W 0 l�tl U_ W Z o E w (K (Y 09fK o w nm cr O � Q ON O O q � 4 A 486. Q 0 `o U c ' Iml 3'-0" x -l'-2" 1-3/4" STEEL 3 A-2 3 A-2 m F" 1m2 3'-011 x 1'.-2, 1-3/4" STEEL 3 A-2 3 ,q-2 0 z im3 - - " x '1 3' 0 2 -/4 1 3 7 S E rL 3 A-2 3 A-2 L _j Q J O Q O 8"x8"x161' NOMINAL CONCRETE I"IASONRY UNITS CONTINUOUS SEALANT AROUND PERIMETER, BOTH 61DES HOLLOW METAL FRAME (PAINTED) GROUT FRAME SOLID DOOR AS SCHEDULED IX WOOD TRIM (W. R CEDAR W/ ROUGH FACE) 1X4 WOOD TRIM (W. R. CEDAR W/ ROUGH FACE) P.T. 2x6 WOOD FURRING WESTERN RED CEDAR BEVEL SIDING W/ ROUGH SAWN FACE NOTE: H T M ;= HEAD DETAIL SI ILAR DOOR JAMB 2x6 WOOD NAILER SCALE 311 = I'-011 0810(0-15C ch - z - F- U W v Z=< H �t-a :6 S 'V QtAZ�� w -I= -d J '-2W0Z 7 3 �WQo ox: Ir 9 O TF-JLL ir <3 N W Z 3 - LL 'Zo ~ Z< S2 O p z goy 0 N a O N ir iL Q U 1- a~CLEriL. PROJECT NO. 9912 ISSUE DATE : 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-21 Ne Z m L LL C� — Z z b F Q 0 � W 0 U_ W Z o E w n W 0 rn I UZ cr O � Q cri ■ II.- � W 486. Q 0 `o U c ' m MW W W v 0 w m F" ■ W — TT 1 +-• N 'D J 0 z J � N Q ch - z - F- U W v Z=< H �t-a :6 S 'V QtAZ�� w -I= -d J '-2W0Z 7 3 �WQo ox: Ir 9 O TF-JLL ir <3 N W Z 3 - LL 'Zo ~ Z< S2 O p z goy 0 N a O N ir iL Q U 1- a~CLEriL. PROJECT NO. 9912 ISSUE DATE : 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-21 Ne Q c W 0 J Z Q W cn 0 cr O U 0 II.- LL F 486. Q _ U c ' z w 0 z0 m F" U W J �' z u) C J L _j Q J O Q O cn c ch - z - F- U W v Z=< H �t-a :6 S 'V QtAZ�� w -I= -d J '-2W0Z 7 3 �WQo ox: Ir 9 O TF-JLL ir <3 N W Z 3 - LL 'Zo ~ Z< S2 O p z goy 0 N a O N ir iL Q U 1- a~CLEriL. PROJECT NO. 9912 ISSUE DATE : 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE A-21 5V-GR;MP METAL ROOF SYSTEM W/ GALvALUME FIN15H ALTERNATE: METAL ROOF PANE1_5 W/ AN ACR rL IG -- -- T- _1..-- -- - `-T 1 I 1Z BONDED STONE CHIP FINISH EQUAL TO DEGRA ROOFING 5'r5TEM5 SHAKE PANEL --- CONTINUOUS METAL DRIP EDGE ON Ix4 P.T. WOOD TRIM SIDE ELEVATION 5GALE 1/4" = 1'-0" x (o" P.T. WOOD POST, PIGAL 1-1 IC i..rrT AI n A -- ' LASHINt_± OVER 2x& ?. CEDAR) W/ TAILS, TYPICAL END ELEVATION SCALE 1/4" _ l' -O" � - 1 1 CROSS SECTION A-3 5GALE 1/4" = 1'-0'! 9912-AI.DWCs (10/11/00) L(1 0� 0 ^^ Z 0 c VJ Z Z (1 ROOF PLAN SCALE 1/4" = r' -m" 30'-0" ----- 9'-8" 5V -CRIMP METAL ROOF SYSTEM W/ 6ALVALUME FINISH, TYPICAL ALTERNATE: METAL ROOF PANELS W/ AN AGR`r'LIG BONDED STONE CHIP FINISH EQUAL TO DEGRA ROOFING SYSTEMS SHAKE PANEL I L.VVI 1 I L.Ml N SCALE 1/4" = l' -m" ROOF OVERHANG CONCRETE SLAB W/ NON -SLIP BROOM FINISH E CLEAR SEALER (o"xto" P.T. WOOD P05T, TYPICAL - SEE STRUGTURAL FOR BASE in z t- t3 W !LI O = a wf' ¢ = 0Ouiz� W U W O O _m aWW�9wN� 0 2 n w x F- 0> V 0p w Q a La irgrm m O W<�-�xtn W N UuiW CC: QCQ W z ym ~ F- a rZW��F-0 2 V :03 V Nwz3W-jzu. Q 2 2 M M 0 cofn >-O _`a 00- 0 Vi O 0- 2 CL a- ac O S W¢ D W W V 2 a a 2 d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY WPJE A-3 NZ ^^ Z 0 c VJ Z Z (1 Q � U� � W E w in O i :r 0 LL O Z w N O i 0 v 0 � f W 0 m M W U o �_ W w U J O f= WEn -' Z a J � N J Q 3Q a in z t- t3 W !LI O = a wf' ¢ = 0Ouiz� W U W O O _m aWW�9wN� 0 2 n w x F- 0> V 0p w Q a La irgrm m O W<�-�xtn W N UuiW CC: QCQ W z ym ~ F- a rZW��F-0 2 V :03 V Nwz3W-jzu. Q 2 2 M M 0 cofn >-O _`a 00- 0 Vi O 0- 2 CL a- ac O S W¢ D W W V 2 a a 2 d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY WPJE A-3 NZ Z Q O a- (1 CJ Z Q W � cn in O Z LL O Z = O U Q E-- 0 W Q m W Z U J O f= WEn -' Z a w Q Z a Q U ...! z (L U a - in z t- t3 W !LI O = a wf' ¢ = 0Ouiz� W U W O O _m aWW�9wN� 0 2 n w x F- 0> V 0p w Q a La irgrm m O W<�-�xtn W N UuiW CC: QCQ W z ym ~ F- a rZW��F-0 2 V :03 V Nwz3W-jzu. Q 2 2 M M 0 cofn >-O _`a 00- 0 Vi O 0- 2 CL a- ac O S W¢ D W W V 2 a a 2 d PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY WPJE A-3 2x6 BLOCKING BETWEEN RAFTERS, TYPICAL - --- 2x(o RAFTER POST ----- --- ------- 2x6 TOP CHORD ----- --- -- 5V-CRfMP METAL ROOF 5Y5TE1"1 W/ G,4LVALUP14,E FINISH OVER SELF -ADHERING RUBBERIZED ASPHALT MEMBRANE OVER 5/8" CpX PLYWOOD ROOF SHEATHING OVER 5/8" T-1-11 CEDAR PLYWOOD SHEATHING ALTERNATE: METAL ROOF PANELS W/ AN ACRYLIC BONDED STONE CHIP FINISH EQUAL TO DECRA ROOFING SYSTEMS SHAKE PANEL 2x(o BOTTOM CHORD-- ---------- - 2- 2x6 f -:.T. RAFTERS - 1 EACH SIDE OF RAFTER TRUSS 12 4--- EL +1m' -m" r-��rrinn.r �r i-iai � wr. tir CONTINUOUS METAL pRiP EDGE ---• OVER Ix4 PT- WOOD TRIM - GUT TOP OF TR!r l TO I`1ATCH ROOF SLOPE P.T. PARRALAI 1 PSL BEAM ---------- - SEE STRUCTURAL 6x(o P.T. WOOD POST — -- - SEE STRUCTURAL FOR 545E 4" CONCRETE SLAB 'W/ LIGHT ---- BROOM FINISH t CLEAR SEALER - SEE STRUCTURAL FOR REINFORCING FIN!5H GRADE - - SLOPE AWAY FROM SLAB I I I I 1 . I I!� .I �I� ► � � j� WALL SECTION A-4 SCALE 3/4" = 1'-01' 9912-A2.OW6 00/11/00) I I 1 i j f I _I .1 I ! I I —I 1 2x4 WCOD OUTLOOK CONTINUOUS METAL RAKE FLASHING OVER Ix4 P.T. WOOD TRIM OVER 2x(o WOOD FASCIA 1/2" CDX PLYWOOD SOFFIT -- 2x(o FINISH WOOD TRIM WOOD GABLE LOUVER-- - - PROVIDE BLOGKING FOR ROUGH OPENING AS REQUIRED METAL ROOF FLASHING - NOTE: LAP 40 r*11L 5ELF-AD!-4ERING RUBBERIZED ASPHALT MEM3RANE UP AND OVER CURB AT BASE OF GABLE LOUVER 12 - 4 F— EL +8'-a" TOP OF BEAM 0 Al mr1ol COVERED PICNIC AREA SEL +0'-m" FINISH FLOOR i ! 1 ! I I- - 2 WALL SECTION A-4 SCALE 3/4" _ ;'_O" 1 ice- U W ui uVi 0t=f- cc d a: b = vpviz�3w a WgWnwcn= WE-UNU)O ac > IL) pwcra w Mw W OQ) wW� LL Q 2 _ zwz0<E-O w O = N o�u_g3►z- N W z; W J 2 lL 0 2= p 0 0 F Z q N p Z = 3 rzcnU i[7 gv_�HQ Lu � g W d d 2 co 2 PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE IA -4 Y .. Z m c Q rn� z Z o Qd U� z o WE Q E L 1 � ■ z 0 n rn rn I t U z 0 ■ F -- U W W a v .o 0 W uJF- m W W 0 m u Q O ■ < — cn J 0 FE vj J � J Q ice- U W ui uVi 0t=f- cc d a: b = vpviz�3w a WgWnwcn= WE-UNU)O ac > IL) pwcra w Mw W OQ) wW� LL Q 2 _ zwz0<E-O w O = N o�u_g3►z- N W z; W J 2 lL 0 2= p 0 0 F Z q N p Z = 3 rzcnU i[7 gv_�HQ Lu � g W d d 2 co 2 PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE IA -4 Y Q 0 z Q Q 0 J � z O O_ z ILL F -- U W U 0 W J i m U Q O J Z j Q J a- 0 U z U ice- U W ui uVi 0t=f- cc d a: b = vpviz�3w a WgWnwcn= WE-UNU)O ac > IL) pwcra w Mw W OQ) wW� LL Q 2 _ zwz0<E-O w O = N o�u_g3►z- N W z; W J 2 lL 0 2= p 0 0 F Z q N p Z = 3 rzcnU i[7 gv_�HQ Lu � g W d d 2 co 2 PROJECT NO. 9912 ISSUE DATE 10/11/00 REVISIONS DRAWN BY: SAB CHECKED BY: WPJE IA -4 20' r 30' rS-4A S-lA -_- ---- -- --- -- ----- ----- ---- 1 l i S, 5 B S -1B — --- — — — _ -- --- S --3A i S-313 /-7nri S-5AS-7BS-7$ % 11 I I I' i j �i �s -� ' z-4= - 1 j i _-- ---- ---- ----- _4C�L- — -- -- ---- -_ rte- ---- ---- ----- ----- i i PLAN VIEW 5'iALE 114" = 1'-V IV 1 CONT ELEVATION 6c4LE 1/4` = i'-01 - R=*-ERENCE ARC+--'�EGYuRAL �RA;1;��Ca� c a w F -- B ly _Q w U z w w ly 4 LLL U w d) SECTION VIEW J u SCALE 1/2" = 1'-0" STRUCTURAL SC HEDILLE S -IA MONOLITHIC CONCRETE PERIMETER FOUNDATION REINFORCED WITH THREE #5 BARS RUN CONTINUOUS, #3 LATERAL TIES AT 4' O.C. S -1B MONOLITHIC CONCRETE THICKENED SLAB REINFORCED WITH TWO #5 BARS CONTINUOUS S -IC MONOLITHIC CONCRETE SLAB REINFORCED WITH #4 BARS 4' O.C. EACH WAY S -2A COLUMN BASE, 3 GAUGE STEEL, EMBED 8' IN CONCRETE, 2-3/4' BOLTS AT COLUMN, HOT DIPPED GALVANIZED FINISH S -EB COLUMN CAP, 3 GAUGE STEEL, 2-3/4' BOLTS AT COLUMN, 4-3/4' BOLTS AT BEAM, HOT DIPPED GALVANIZED FINISH S-c'C LONG TIE HURRICANE ANCHOR, 18 GAUGE STEEL, 4-10d AT TOP PLATE, 4-10d AT TRUSS, EACH SIDE OF EACH TRUSS, HOT DIPPED GALVANIZED FINISH S -3A �1 � I 8 X 8 X 16 CONCRETE BLOCK WALL WITH #5 BARS AT CORNERS (3 -ONE EACH CELL), JAMBS, AND 4' O.C. FILL CELLS WITH CONCRETE, HORIZONTAL TRUSS WIRE 16' O.C. S -4A 5 1/4' X 11 7/8' PRESSURE TREATED PARALLAM PSL BEAM I I S -4C rz�� S -5A �. —� S -5B 2 X 6 PRESSURE TREATED SYP ROOF RAFTER, 24' O.C. S -6A 5/8' CDX PLYWOOD SHEATHING, 10d NAILS 6' O.C,, OVE,RLAID WITH SELF -ADHERING RUBBERIZED ASPHALT MEMBRANE S -6B 3/4' T-1-11 CEDAR PLYWOOD SHEATHING WITH GROVES AR 4' O.C. 'I 5V CRIMP METAL ROOF SYSTEM, FURRING, FASTENERS, TRIM, FLASHING, FACIA, AND FINISHES S -7A SLOPE I' TO EDGE OF SLAB S -7B SLOPE I' TO FLOOR DRAIN U W ui 3 J m U 1 CONT ELEVATION 6c4LE 1/4` = i'-01 - R=*-ERENCE ARC+--'�EGYuRAL �RA;1;��Ca� c a w F -- B ly _Q w U z w w ly 4 LLL U w d) SECTION VIEW J u SCALE 1/2" = 1'-0" STRUCTURAL SC HEDILLE S -IA MONOLITHIC CONCRETE PERIMETER FOUNDATION REINFORCED WITH THREE #5 BARS RUN CONTINUOUS, #3 LATERAL TIES AT 4' O.C. S -1B MONOLITHIC CONCRETE THICKENED SLAB REINFORCED WITH TWO #5 BARS CONTINUOUS S -IC MONOLITHIC CONCRETE SLAB REINFORCED WITH #4 BARS 4' O.C. EACH WAY S -2A COLUMN BASE, 3 GAUGE STEEL, EMBED 8' IN CONCRETE, 2-3/4' BOLTS AT COLUMN, HOT DIPPED GALVANIZED FINISH S -EB COLUMN CAP, 3 GAUGE STEEL, 2-3/4' BOLTS AT COLUMN, 4-3/4' BOLTS AT BEAM, HOT DIPPED GALVANIZED FINISH S-c'C LONG TIE HURRICANE ANCHOR, 18 GAUGE STEEL, 4-10d AT TOP PLATE, 4-10d AT TRUSS, EACH SIDE OF EACH TRUSS, HOT DIPPED GALVANIZED FINISH S -3A 6' X 6' PRESSURE TREATED WOOD POST S -3B 8 X 8 X 16 CONCRETE BLOCK WALL WITH #5 BARS AT CORNERS (3 -ONE EACH CELL), JAMBS, AND 4' O.C. FILL CELLS WITH CONCRETE, HORIZONTAL TRUSS WIRE 16' O.C. S -4A 5 1/4' X 11 7/8' PRESSURE TREATED PARALLAM PSL BEAM S -4B MASONRY TIE BEAM REINFORCED WITH 2-#5 CONTINUOUS (TOP TWO COURSES), 1/2' X 9' ANCHOR BOLTS 24' O.C., 2 X 8 P.T. WOOD TOP PLATE S -4C PRECAST LINTEL, 4' BEARING, EACH SIDE OF OPENINGS, REINFORCED WITH 2-#5 BAR, FILLED WITH CONCRETE S -5A PRE-ENGINEERED ROOF TRUSSES, 24' O.C. S -5B 2 X 6 PRESSURE TREATED SYP ROOF RAFTER, 24' O.C. S -6A 5/8' CDX PLYWOOD SHEATHING, 10d NAILS 6' O.C,, OVE,RLAID WITH SELF -ADHERING RUBBERIZED ASPHALT MEMBRANE S -6B 3/4' T-1-11 CEDAR PLYWOOD SHEATHING WITH GROVES AR 4' O.C. S -6C 5V CRIMP METAL ROOF SYSTEM, FURRING, FASTENERS, TRIM, FLASHING, FACIA, AND FINISHES S -7A SLOPE I' TO EDGE OF SLAB S -7B SLOPE I' TO FLOOR DRAIN 81 JC rURAL NOTES 1. STRUCTURE DESIGNED FOR 110 MPH WIND LOAD, BEARING ON 2000 LBS/SQ.FT. SOIL 2. COMPACT FILL TO 98% MAXIMUM DENSITY, MODIFIED PROCTOR 3. TREAT SUBGRADE FOR TERMITES 4. PLACE 10 MIL POLY VAPOR BARRIER OVER TREATED SOIL 4. REINFORCEMENT BARS GRADE 60, 30 BAR DIAMETERS AT SPLICES 5. CONCRETE 3000 PSI 6. REFERENCE ARCHITECTURAL FOR DIMENSIONS AND ELEVATION VIEWS .................. lie 1 rp cc Q ♦.Z W 7 U� i a W a Z Q W O UZ • � i N } Q M U W ui 3 J m U U Ww Z U 10J Q j ,Q J a. Q J V J_ C4 O i h e ----------- PROJECT NO. EBERTI3 ISSUE DATE 10-5-00 REVISION$ DRAWN BY; JRC CHECKED BY: �JRC S-1 lie .Z cc Q ♦.Z W 7 U� i a W a Z Q W O UZ � ac � Q M U W ui �. M m U U Ww Z c Q j ,Q J a. Q J V J_ C4 PROJECT NO. EBERTI3 ISSUE DATE 10-5-00 REVISION$ DRAWN BY; JRC CHECKED BY: �JRC S-1 lie cc Q CL i a J Z Q W O I U- O Q M U ui M V Z U i a: Z c Q j ,Q J a. Q w J_ O PROJECT NO. EBERTI3 ISSUE DATE 10-5-00 REVISION$ DRAWN BY; JRC CHECKED BY: �JRC S-1 20, e PLAN VIEW SCALE 1/4" - 1'-0 SCALE 1/4" = I'-0" Ic I _SECTION VIEW..W�y SCALE 1/2" 2 1'-0" S -1A 1 1 I I I 1 A S—I I I I I I � I S-3A I I I S -4A I - -- ---r- -- fi---------fi ----� --� ----t ------� --- ------- --- HOT DIPPED GALVANIZED FINISH S -ac LONG TIE HURRICANE ANCHOR, 18 GAUGE STEEL, 4-10d AT TOP PLATE, 4-10d AT TRUSS, TWO EACH SIDE OF EACH TRUSS, HOT DIPPED GALVANIZED FINISH S -3A 6' X 6' PRESSURE TREATED WOOD POST �li S -4A 5 1/4' X 11 7/8' PRESSURE TREATED PARALLAM PSL BEAM 'I S -5A TWO 2 X 6 SYP PRESSURE TREATED ROOF RAFTERS, THREE AT BEARING ENDS, 24' S-SA.B,C,E 1 2 X 6 SYP COLLAR TIE, 10-12d NAILS, BOTH SIDES, BOTH ENDS, 24' O.C. S -5C ��..� Q S-51) I I I I I I I I I I I I S -5A 4-1 2 X 6 SYP RAFTER POST; 24' O.C. I S -6A 5/8' CDX PLYWOOD SHEATHING, 10d NAILS 6' D.C., OVERLAID WITH SELF -ADHERING ++ —+I I � 3/4' T-1-11 CEDAR PLYWOOD SHEATHING WITH GROVES AT 4' O.C, S -6C t FINISHES S -7A SLOPE 1' TO EDGE OF SLAB - I I J F" >a --�_-1__�-----1—___4. _.4-__-+__._-1__ I -.-- -- - 1 I I 1 1 I I I l I I I— PLAN VIEW SCALE 1/4" - 1'-0 SCALE 1/4" = I'-0" Ic I _SECTION VIEW..W�y SCALE 1/2" 2 1'-0" S -1A MONOLITHIC CONCRETE PERIMETER FOUNDATION REINFORCED WITH THREE #5 BARS RUN CONTINUOUS, #3 LATERAL TIES AT 4' O.C. S -IB MONOLITHIC CONCRETE SLAB REINFORCED WITH #4 BARS 4' O.C. EACH WAY S -2A COLUMN BASE, 3 GAUGE STEEL, EMBED 8' IN CONCRETE, 2-3/4- BOLTS AT COLUMN, HOT DIPPED GALVANIZED FINISH S -LOB COLUMN CAP, 3 GAUGE STEEL, 2-3/4' BOLTS AT COLUMN, 4-3/4' BOLTS AT BEAM, HOT DIPPED GALVANIZED FINISH S -ac LONG TIE HURRICANE ANCHOR, 18 GAUGE STEEL, 4-10d AT TOP PLATE, 4-10d AT TRUSS, TWO EACH SIDE OF EACH TRUSS, HOT DIPPED GALVANIZED FINISH S -3A 6' X 6' PRESSURE TREATED WOOD POST S -4A 5 1/4' X 11 7/8' PRESSURE TREATED PARALLAM PSL BEAM S -5A TWO 2 X 6 SYP PRESSURE TREATED ROOF RAFTERS, THREE AT BEARING ENDS, 24' D.C. S -5B 2 X 6 SYP COLLAR TIE, 10-12d NAILS, BOTH SIDES, BOTH ENDS, 24' O.C. S -5C 2 X 6 SYP ROOF RAFTER, 24' O.C. Q S-51) 2 X 6 SYP BLOCKING BETWEEN RAFTERS S -5E 2 X 6 SYP RAFTER POST; 24' O.C. �. S -6A 5/8' CDX PLYWOOD SHEATHING, 10d NAILS 6' D.C., OVERLAID WITH SELF -ADHERING RUBBERIZED ASPHALT MEMBRANE S-613 3/4' T-1-11 CEDAR PLYWOOD SHEATHING WITH GROVES AT 4' O.C, S -6C 5V CRIMP METAL ROOF SYSTEM, FURRING, FASTENERS, TRIM, FLASHING, FACIA, AND FINISHES S -7A SLOPE 1' TO EDGE OF SLAB NOTES 1. STRUCTURE DESIGNED FOR 110 MPH WIND LOAD, BEARING ON 2000 LBS/SQ,FT, SOIL 2. COMPACT FILL TO 98% MAXIMUM DENSITY, MODIFIED PROCTOR 3. TREAT SUBGRADE FOR TERMITES 4 PLACE 10 MIL POL Y VAPOR BARRIER OVER TO T .4� v . Z CL _ 4 Z C to z Uj Lu IL fio I U � <jw a:W m� W w Q- J U � Q EA ED SOIL 4. REINFORCEMENT BARS GRADE 60 f 5. CONCRETE 3000 PSI 6. REFERENCE ARCHITECTURAL FOR DIMENSIONS AND ELEVATION VIEWS ..,.PflOJECT NO. W EWAT13 ISSUE DATE I 10—S-00 Er REVISIONS E N ((� N ` DRAWN BY: [� v JRc s CHECKED BY: JRC .........,.......w S-2 i [pWg Nile Q C Q o aZ0 CL u- cn Q w O W �. F- m U D U Z H J F" >a CL EA ED SOIL 4. REINFORCEMENT BARS GRADE 60 f 5. CONCRETE 3000 PSI 6. REFERENCE ARCHITECTURAL FOR DIMENSIONS AND ELEVATION VIEWS ..,.PflOJECT NO. W EWAT13 ISSUE DATE I 10—S-00 Er REVISIONS E N ((� N ` DRAWN BY: [� v JRc s CHECKED BY: JRC .........,.......w S-2 i [pWg FLAN VIEW SCALE 1/4" = 1'-0" "ONTINUED UNDERG Y TRANSFORMER RY GRAVITY FLOW Ct >UND TO SITE GRINDE N FIELD SYSTEM RVICE CONTINUED UNDERGRO )W PREVENTER AND METEF VATER SUPPLY E-9, ELECTRICAL PANEL DETAL WATER SUPPLY TRAP PRIMER m VATORY FLOOR DRAIN TRAP TRAP PRIMER DETAIL NOT TO SCALE I P-2 CIRCUI T SYMBOL DESCRIPTION VOLTAGE PHASE BREAKER KW WIRE 1,2 E-9 HAND DRYER 240 1 20 2.3 2-#12 WITH #12 GRND 3,4 E-9 HAND DRYER 240 1 20 2.3 2-1012 WITH #12 GRND 5 M-1, E-8 EXHAUST FAN & LIGHTS 120 1 20 0.9 2-#12 WITH #12 GRND 6 E-6 RECEPTACLES 120 1 20 1.5 2-#12 WITH #12 GRND 7-16 t a I SPACE " W f NOTE: CONDUCTORS COPPER EOUIPMENT RATED 10,000 AMP FAULT CURRENT INSULATION TYPE THHN ABOVE GROUND, TYPE THWN BELOW GROUND VERIFY RESISTANCE TO GROUND AT LESS THAN 25 OHMS MECHANICAL SCHEDULE N-1 2w CEN, Q25, SP., 1526 RPM, 137 w 12(1 V, INLIN£ C£NTRIFLGAL EXMM4UST FBI, SOLID STATE CONTROLLER, VIBRATION ISLLATAk BACK DRAFT AWR, LOUVER, AND GRILL, CENTERED ABOVE Xw 'Q SIMILAR TO LOREN COOK MODEL GN -340 M-2 8' X 8' TRANSFER AIR DUCT WITH ALUMINUM WALL LOUVER, OPPOSED BLADE DAMPER, AND EMBED METAL LATH SCREEN le SIMILIAR TO TITUS MODEL 33RL ELECTRICAL E-1 SCHEDULE 60A-120124OV-SINGLE PHASE METER E-2 60A-120124OV-SINGLE PHASE ELECTRICAL SERVICE, 3-#6 AND #8 GROUND IN l' SCH 40 PVC CONDUIT E-2' 60A-120124OV-SIN6LE PHASE ELECTRICAL SERVICE, 3-#6 IN 1' SCH 40 PVC CONDUIT, UNDERGROUND, MARKED WITH TAPE E-3 60A-120124OV-SINGLE PHASE, SURFACE MOUNT, 16 CIRCUIT, ELECTRICAL PANEL E-4 60A FUSED DISCONNECT E-5 #4 COPPER GROUND CONNECTED TO 20' LENGTH OF FOUNDATION REINFORCEMENT STEEL WITH 3 ACORN NUTS E-6 20A DUPLEX RECEPTACLE, GFI (WP- WATER PROOF ENCLOSURE) E-7 20A SINGLE POLE SWITCH (2P=TWO PDL E) E -SA 2-32 WATT, FLUORESCENT, VANDAL AND MOISTURE RESISTANT, ELECTRONIC BALLAST, CEILING SURFACE MOUNT LIGHT CL SIMILAR TO MERCURY MODEL M104-232-OCT-A-ELB E -8B 2-32 WATT, FLUORESCENT, VANDAL AND MOISTURE RESISTANT, ELECTRONIC BALLAST, CEILING SURFACE MOUNT LIGHT z0 SIMILAR TO MDRL I TE MODEL WHM-77-232-3/A-FI -VL-EB-120 E-9 2,300 WATT, 240V, HEAVY DUTY WALL MOUNT HAND DRYER, PORCELAIN ENAMAL FINISH, PUSH BUTTON START w SIMILAR TO WORLD HAND DRYER MODEL A 6HOO9, REFERENCE ARCHITECTURAL FOR EXACT LOCATION E-10 2OA-120V PHOTO VOLTAIC SWITCH WITH HOOD a t a I PLlJb6M 80-IEDULE 7.0 KW / 240V = 29 AMPS COLD WATER RISER DIAGRAM NOT TO SCALE 4' SANITARY GRAVITY FLOW CONTINUED UNDERGROUND TO SITE GRINDER PUMP AND DRAIN FIELD SYSTEM 1' WATER SERVICE CONTINUED UNDERGROUND TO BACKFLOW PREVENTER AND METER AT SITE WATER SUPPLY 60 AMP ELECTRICAL SERVICE CONTINUED UNDERGROUND TO SITE POLE MOUNTED UTILITY TRANSFORMER P-1 ADA, ELONGATED PORCELAIN WATER CLOSET, WALL MOUNT, SPLIT SEAT, APPROACH SIDE PUSH BUTTON FLUSH VALVE, SIMILAR TO AMERICAN STANDARD MODEL 2258.194 WATER CLOSET, SLOAN ROYAL MODEL 152-16 FLUSH VALVE, CHURCH MODEL 9500C SEAT, ZURN MODEL Z-1203 CARRIER P-2 ADA, PORCELAIN LAVATORY, WALL MOUNT, SINGLE LEVER FAUCET, DRINKING NOZZLE, REAR OUTLET, SIMILAR TO AMERICAN STANDARD MODEL 0421.067, KOHLER MODEL K-7664 ANGLE STOPS, CHROME PLATED COPPER SUPPLY, KOHLER MODEL K-8998 1 1/4' CAST BRASS P -TRAP, ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT P-3 ADA SHOWER HEAD WITH SINGLE LEVER PULL CHAIN FLOW CONTROL P-4 3/4' HOSE BIB, VACUUM BREAKER, IN LOCKABLE FLUSH MOUNTED VALVE BOX SIMILAR TO WOODFORD MODEL B24 P-5 SURGE SUPPRESSER P-6 BALL VALVE, BOX AND COVER P- 7A SCH 40 PVC COLD WATER PIPE UNDERGROUND P- 7B SCH 40 COLD WATER PIPE WITH 1' ARMAFLEX INSULATION THROUGH CHASE AND CEILING CAVITY P -7C SCH 40 PVC SANITARY DRAIN AND VENT PIPE P-8 CLEAN-OUT P-9 VENT THROUGH ROOF P-10 FLOOR DRAIN WITH TRAP PRIMER FROM NEAREST WATER CLOSET OR LAVATORY SUPPLY SIMILAR TO KOHLER MODEL K -Z -415-N CAST IRON FLOOR DRAIN NOTE: ALL FIXTURES WHITE E3 7TRCAL SERAICE we DIAGF" ................. . NOT TO SCALE �iW fL 44 .� Q, o ;Q 1� f� Im ..Q 'Q r z a. I ,z Cn z le cc ` W L Z CL zE Z Q t CL W O E Z z0 m` `U I Waw w I E a t a I J U " W f Im 1 'Q CL le cc Z CL r Z Q t CL Cr) O E Z z0 J L I w a t a I U W cr- w i W J J a a_ , 'v � � V w PROJECT NO. EDERT13 ISSUE DATE 10-5-00 REVISIONS f i DRAWN BY: JRC CHECKED BY JRc 7 '� MEP -1 INTRODUCTION This document describes the implementation and monitoring methods and schedule for the restoration of the borrow area loaned on the Dutton Island property. This restoration is required for partial mitigation of impacts to wetlands and surface waters authorized in Department of Environmental Protection (DEP) Permit No. 16-292767-2. As mandated in the referenced permit, the Dutton Island borrow area is to be converted into a scrub/shrub wetland with a littoral zone area including an open water portion. CONSTRUCTION METHODS Construction of the restoration area is to occur at the existing borrow pit site at the northern end of Dutton Island (Exhibit 1). The area is to be elevated by introducing fill material currently located at the southern extent of the island. The initial borrow area elevation will be increased to the contours illustrated on the included cross-sections (Exhibit 2). The resultant elevations will allow for three different areas of hydrologic influence. Area A is designed to typically exhibit saturated soils with minimal inundation, and will support an installed scrub/shrub community. Area B will generally be inundated and will support littoral zone herbaceous vegetation that thrives in relatively higher water levels. Area C will be roughly located at the center of the restoration area, and will be composed of open water to diversify the hydrologic regime and provide habitat for waterfowl and other open -water dependent species. HYDROLOGIC MONITORING Upon completion of the grade elevation efforts, the restoration area will be monitored for 30 days to ensure that the hydrologic; regimes are conducive to the installation of the respective hydrophytic flora proposed. Confirmation of the correct hydroperiod for the scrub/shrub and littoral zone areas (Areas A and B) will increase the likelihood of successful floral species introduction and proliferation. PLANTING Proposed planting in Area A will include approximately 922 desirable wetland shrub species on equivalent 5' centers. The shrubs to be planted will include, based on availability, buttonbush (Cephalanthus occidentalis), wax myrtle (Myrica cerifera), yaupon holly (11ex vomitoria), Virginia willow (ltea virginica) and/or pipestem (Agarista populifolia) in 1 -gallon sizes. Littoral zone (Area B) planting is proposed to include approximately 282 bare -root herbs including an availability -dependent combination of pickerelweed (Pontederia cordata) and lance -leaf arrowhead (Sagittaria lancifolia). This herbaceous installation is proposed on equivalent 2' centers. The open water area, labeled as Area C, will remain unvegetated and will serve as a habitat for various waterfowl and other species of aquatic and semi -aquatic fauna. MONITORING The wetland restoration area will be monitored for five (5) years from the completion of the initial planting. Annual monitoring events will address criteria including percent coverage (survival) of installed species, growth rate, water table elevation and wildlife utilization. After the baseline monitoring/report, which will be conducted within 30 days of planting, further iterations will occur in the fall (September/October) of each year. A monitoring report will be submitted annually (each fall) to the DEP detailing the data collected during each monitoring event. Sampling for percent survival of the mitigation shrub species (Area A) will be accomplished by tagging approximately 10% of the installed shrubs during the baseline event. Subsequent events will include a comparison of tagged shrub census data to that of the previous monitoring iteration. These tagged individuals will also be monitored for growth through annual height and caliper measurements (at 4" above proximal grade). The littoral zone area (Area B) will be sampled through percent cover and composition observations of two 2' X 2' monitoring quadrats which will be installed during the baseline monitoring event. The sampling quadrats will be established at the four comers with sections of PVC pipe. These wimple areas represents greater than 1% of Area B, and should provide a statistically valid sample set. The presence of nuisance/exotic species will be closely monitored/reported as well. If nuisance/exotic floral species become established within the mitigation area, The responsible party will be advised of methods to control them. Generally, the need for such maintenance occurs early (if at all), and becomes less necessary with time as the desirable species establish dominance. Nuisance/exotic species will be maintained under the standard DEP threshold for population within mitigation areas, which is equivalent to less than 10% coverage. A water table monitoring well will be installed within the restoration area to monitor the relative annual water table elevation. The well will consist of one graduated 4' long piece of 0.75" PVC pipe buried two feet below grade. The well will be installed at a location within the mitigation area where the water table is at the grade elevation, to allow for maximum measurable water table fluctuation in either direction. Photographs will be taken from fixed photography stations during the baseline monitoring iteration and during each annual follow-up event. These photos will be included in the form of a photo essay at the end of each monitoring report sent to the agencies: Qualitative observations of any wildlife foraging and other utilization will be obtained during monitoring events, and will be noted, where applicable, in each submitted report. The restoration area will be considered successful when at least 80% survival of the installed wetland flora has been obtained by the end of five years. In addition, nuisance species coverage is not to reach or exceed 10% during this time. (MWW0 WPlan) Nahoo! soxb*vub Ana A to be planed ** ceployoxw atddrdWa MAB wknk No 11" m*lop ard'ar Agideta eopl�lpla. 2. Labral Nee 8 to be W140d . ParNw_ft mra* and 8001tw1a Walok. 3 Open `AtaW Area C low M unvogdeled. 4. Al #rube in Ann A b be plaided on oWNalwo d 5 wo and al hobs in Ane 8 I be planted on wwolird of r tartan: , 6. Arad Woom InefaMed cmu vary w4h mopwtto morket Scale: 1"=50' Environmental t, Resource Solutions Inc. u" Ma �T. ,eoioMM.mo e"Ok n e=0 Dutton island Project Wetland Restoration Area Plan View Source: Cluintil, wren Engineering Project No.: 99050 Date: 8-2-00 Rev: File: 99050pondPV.dwg By: JAM Exhibit No.: 1 c� z Q6 U- 4 S 2 C 0. 0 Wetland Restoration ,Area — Herbaceous Area A open "~Nater Area C Herbaceous Area A Littoral .Area B Lit yal Area B _Approximate Existing Water Elevation (2,62_'_+./7) 13i a — �orles Cross -Section M1 -M1 NoIea SauMftb Arm A tibe pentsd I� __._._-- Wetland Restoration Area brit# cerMoa, lar, ronlbda, hea ane or A aoatilolip' Herbaceous Area A. Open Water Area C Herbaceous Area A 2 Lbx* Ana e to bo pwded wR+ � Li@oral Area 9 LiKorad Area 8 Patado s omdwre aoa sa ip Z iendhla. � B. 3 Open Wailer Area C b remainWW"MW v 6. Approxchnoto Existing Water Elevation (2.62' 4. AAann"nArea Abbeowned .0 2. on e?tveiem off oerAva, and C 0. al herbs :n Area a b be *V49d O —24 - on s(046ert of 7 oertws.. 0 Existing Grade i/cries > —4 5 Acord apedea insbiW oatd UJ —6. ,eery .V* ISPW b merxel cross -Section M2 -M2 10.0 8.0 L c� 6.0 0 4.0 2.0 0.0. –2.0� –4.0" –6.0? 0 10.0 &0 6.0 a 4.0 2.0 D 0.0 3 –2.0( —4.0=° -6.0Z 0 r Environmental Resource Solutions Inc. Dutton Island Project Source: Project No.: 99050 Date: 8-2-00 Rev: tM ftito ,200 Wetland Restoration Area Cross -Sections l>e iawk n, File: 9W50x-sec.dwg By: JAM I Exhibit No.: 2