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APPLICATION FAcrs ABOUT BANYAN CREEK VILLAS General Description: Banyan Creek Villas are part of the 454-unit Stonehaven Planned Unit Development. The Villas consist of 288 apartment homes on 32.5 acres of land fronting on Congress A venue. A vicinity map is attached as Enclamre 1. This property is approximately one mile south of the new DeBartolo Mall and Motorola facility. Although The Villas will be developed as a moderate-priced rental community, the entire project was designed to meet the specifications and marketability criteria of a condominium. Floor plans are larger than typical rental apartments and the on-site amenities are typical of those in a condominium community. Site Plan: The Villas will consist of 36 two-story 8-plex buildings containing 288 apartments which will include one-, two-, and three-bedroom units. A site plan is attached as Enclamre 2. The Units: Each two-story garden building offers corner exposure to each apartment, garden entryways, screened terraces and a long list of standard features seldom found in a rental community. A rendering of a typical building is attached as Encla;ure 3. Floor plans for the one-, two-, and three-bedroom units are attached as Encla;ure 4. Amenities: On-site recreational facilities include a clubhouse, two pools, tennis and handball courts. Timing: Construction is scheduled to commence in July 1984. The first units will be complete in November 1984 and the entire project completed by December 1985. The Developer: The Satter Companies will be the general partner of an investment group .which will own The Villas. The Satter Companies will have overall responsibility for construction and operation of the community. The Satter Companies is a locally based real estate development company which has developed several hundred million dollars of real estate during the last twelve years. The company has had extensive experience with rental communities, having developed more than 1,000 units during the last ten years. The company performs all marketing, management and maintenance through its wholly-owned subsidiary businesses. Marketing Considerations: There is presently a shortage of quality rental housing in Palm Bech County with vacancies rates in the 2-3% range. New residents attached by the Mall and Motorola will create even more demand f or rental apartm ents. Rental rates in Banyan Creek are anticipated to be in the $390-$550 per month range depending on unit type and location. Questions: Contact: Mr. Bob Satter President, The Satter Companies, Inc. 2330 S. Congress A venue West Palm Beach, FL 33406 968-0750 ~ Q. 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Architectural & Engineering Group, Inc. 2330 S. CONGRESS AVENUE, WEST PALM BEACH, FL 33406 - 305-968-0750 DEVELOPMENT STATEMENT OF DESIGN CONCEPT FOR STONEHAVEN P.U.D. Stonehaven will be a thoughtfully planned and constructed community offering a variety of distinctive and affordable alternatives in life style. Three very different communities will blend together to create a 454 unit planned development. Whether living in a gar- den apartment, patio home, or single family home, residents will enjoy an environment reflecting harmony in design, expanded amenities, open spaces, lakes, streetscapes, and most important, a sense of identity and place. Young or old, singles or families, Stonehaven will offer the life style. MAJOR PLANNING AND DESIGN OBJECTIVES: 1. To plan and build a development comprised of a variety of affordable housing types. 2. To plan a development made up of three different com- munities, all which will blend harmoniously together, yet maintain their respective sense of identity. 3. To provide for an efficient, well planned vehicular circulation pattern, 'maximizing a safe separation between pedestrians and automobiles. 4. To provide a variety of visual as well as physical amen- ities such as lakes, mini-parks, and streetscapes, strategically located for passive reference throughout the site. 5. To provide a variety of recreational amenities, both active and passive, focusing at a community sport/ recreation center centrally located in each community. 2 6. To develop a total community which will realistically meet today's housing needs and at the same time reflect a sense of propriety compatab1e with the aspirations of the City of Boynton Beach. PROPOSED HOUSING TYPES: A. Garden Apartments - 1, 2, and possible 3-bedroom apart- ment condominiums, ranging in size from 750 to 1100 square feet, assembled in 2-story, 8-plex buildings. B. Patio Homes - 1, 2, and 3-bedroom patio homes, ranging in size from 750 to 1200 square feet, arranged in single story 4-p1ex building, each unit sold fee simple. C. Single Family - Depending on market conditions at time of construction: 1. Single Family Detached Homes 2, 3, and 4-bedroom homes ranging in size from 850 to 1350 square feet. OR 2. Single Family Cluster Homes 2, 3, and 4-bedroom homes ranging in size from 850 to 1350 square feet, arranged in two-structure groupings at common property lines. DENSITIES AND POPULATIONS 1. The Garden Apartment Community Area 22.34 AC. Number of living units 232 U. Density 10.38 U/A Projected Population (232 x 2.3) 534 people 2. The Patio Home Community Area 22.02 AC. Number of living units 92 U. Density 4.18 U/A Projected Population (92 x 2.3) 212 people 3. Single Family Community Area 41.39 AC. Number of living units 130 U. Density 3.14 U/A Projected Population (130 x 3.0) 390 people * 4. Total Development Area 85.75 AC. Number of living units 454 U. Density 5.29 U!A Projected Population 1136 people 3 LAND USE INTENSITY (L.U.I.) According to Table-I, in Chapter 31, of the Zoning Code of Boynton Beach for Planned Unit Developments, a L.U.I. of 4.0 would be re- quired to meet allowable floor area, the most critical condition of this proposal. (Please refer to data on site plan submittal for complete comparative computations) TIMING AND STAGES OF DEVELOPMENT Due to extensive site preparation requirements, dwelling unit con- struction could not begin prior to the first quarter of 1984. At this time we would anticipate commencement of the single family and north half of patio home development as Phase-1; then as the southern parcel of the site became prepared we would begin development of the garden apartments and balance of patio homes. CONCLUSION We at The Satter Companies, having applied new approaches to market programing and development skills, are looking forward with great interest and anticipated success to the development of Stonehaven P.U.D., in Boynton Beach, Florida. Ned Char1e A.I.A. President Satter Architectural & Engineering Group, Inc. Overview ~rnnphavpn is a orooosed residential development -'.. SURFACE WATER MANAGEMENT ANALYSIS FOR STONEHAVEN A SATTER PROJECT PREPARED BY SHALLOWAY INC. CONSULTING ENGINEERS 932 N. DIXIE HIGHWAY LAKE WORTH, FL. 33460 FE B 1 6 1983 General Data for Stonehaven is as follows: GENERAL BASIN AREA LAKE AREA GRND. WATER AVG. GRND. NO. ACRES ACRES ELEVATION ELEVATION 1 16 3.5 8.0 12.5 2 39 8.4 8.0 14.0 3 22 2.0 8.0 14.0 4 8 0.8 8.0 13.5 STRuc'rURAL DATA BASIN ALLOWABLE DESIGN S'rRUCTURE WEIR NO. Q Q SIZE CREST 1 7 7 15 8.5 2 8 17 18 8.5 3 14 10 15 9.0 4 6 6 12 9.0 STORM STAGE DATA BASIN 3 YEAR 25 YEAR 100 YEAR NO. STAGE S'rAGE STAGE 1 8.8 10.5 11.81 2 8.9 11. 0 13.28 3 9.6 13.1 14.53 4 9.4 12.5 14.20 Flood r ou t i ngs for each basin are attached. They will support each of the items listed in the previous tables. The rainfall information and soil storage data used in the calculations are also attached. Mon Dee 20,1982 SHALLOWAY, INC. CONSULTING ENGINEERS PROJECT NAME: STONEHAVEN BASIN *1 AREA = 16 ACRES GROUND STORAGE = 4.5 INCHES 100-YEAR RAINFALL = 18.5 INCHES 100-YEAR FLOOD STAGE = 11.81 FEET STAGE STORAGE DISCHARGE 8.00 0.00 0.00 8.50 1.15 0.00 9.00 3.50 1.35 9.50 5.25 3.50 10.00 1.00 5.81 10.50 9.15 1.06 11.00 12.10 7.89 11.50 15.85 8.64 12.00 20.40 9.34 12.50 25.15 9.98 13.00 31. 50 10.59 PROJECT NAME: ,STONEHAVEN BASIN #1 ** OUTFALL STRUCTURE RATING ** WEIR LENGTH : 15.00 INCHES WEIR CREST ELEVATION: 8.50 FEET OUTFALL PIPE LENGTH : 100.00 FEET OUTFALL PIPE DIAMETER: 18.0 INCHES MANNING'S 'N' 0.024 PEAK TAILWATER ELEV. 8.50 FEET STATIC LAKE ELEV. 8.00 FEET STAGE WEIR PIPE RATING (FEET) (CFS) (CFS) (CFS) 8.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 9.00 1.35 3.53 1.35 9.50 3.50 4.99 3.50 10.00 5.81 6.11 5.81 HI.50 8.01 7.06 7.06 11.00 9.87 7.89 7.89 11.50 12.98 8.64 8.64 12.00 16.35 9.34 9.34 12.50 19.98 9.98 9.98 13.00 23.84 10.59 10.59 PROJECT NAME: STONEHAVEN e~SIN #1 *** STAGE - CUMULATIVE STORAGE CALCULATIONS *** VERTICAL STORAGE AREAS AREA NUMBER - 1 STORAGE AREA STARTING STORAGE ELEVATION 3.50 ACRES 8.00 FEET LINEAR STORAGE AREAS AREA NUMBER - 1 STORAGE AREA 8.00 ACRES LINEAR STORAGE FROM ELEV. 10.00 FT. TO ELEV. 12.50 FT. VERTICAL STORAGE FROM ELEV. 12.50 FT. ON UP STORAGE (AC-FTl VERT. LIN. STAGE AREA AREA TOTAL ( FEET> 1 1 (AFl 8.00 0.0 0.0 0.0 8.50 1.8 0.0 1.8 9.00 3.5 0.0 3.5 9.50 5.3 0.0 5.3 10.00 7.0 0.0 7.0 10.50 8.8 0.4 9 "', .J. 11.00 10.5 1.6 12.1 11.50 12.3 3.6 15.9 12.00 14.0 6.4 20.4 12.50 15.8 10.0 25.8 13.00 17.5 14.0 31.5 PROJECT NAME: 5TONEHAVEN BASIN #1 *** SC5 RUNOFF & FLOOO ROUTING - 25 - YEAR STORM RAINFALL = 10.5 INCHES - 3 - DAY DURATION STORM TIME RAIN RUNOFF RUNOFF DISCHARGE STORAGE STAGE (HR.) (IN.) (IN.) (A-f) (CFS) (A-F) , (FT.) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 12.1110 0.77 0.00 0.111 0.0 0.0 8.00 24.00 1.53 0.08 0.1 0.0 0.1 8.03 36.00 2.65 0.49 0.1 0.0 0.7 8.19 48.00 3.77 1.12 1.5 0.0 1.5 8.43 53.00 4.42 1.55 2.1 o 'j 2.0 B.58 ... 58.00 6.01 2.71 3.6 1.2 3.3 8.94 58.50 6.26 2.91 3.9 1.4 3.5 9.00 59.00 6.59 3.1B 4.2 1.7 3.8 9.08 59.25 6.86 3.39 4.5 2.0 4.0 9.15 59.50 7.12 3.61 4.8 2.3 4.3 9.22 59.75 8.89 5.11 6.8 4.8 6.2 9.78 60.00 10.66 6.68 8.9 6.5 B.2 10.28 60.25 11. 05 7.03 9.4 6.7 8.5 10.35 60.50 11.42 7.37 9.8 6.9 8.8 10.43 60.75 11. 62 7.55 10.1 6.9 8.9 10.45 61.00 11.82 7.74 10.3 7.0 9.0 10.47 61. 50 12.12 8.01 10.1 7.0 9.1 10.49 62.00 12.36 8.23 11.0 7.0 9.1 10.49 67.00 13.58 9.36 12.5 6.3 7.9 10.20 72.00 14.27 10.00 13.3 5.0 6.4 9.82 PROJECT NAME: STONEHAVEN BASIN il *** SCS RUNOFF & FLOOD ROUTING - 3 - YEAR STORM RAINFALL = 6.0 INCHES - 24-HOUR DURATION STORM TIME (HR. ) RAIN RUNOFF RUNOFF DISCHARGE STORAGE (IN.) (IN.) (A-F) (CFS) (A-F) STAGE (FT. ) 0.00 0.00 0.00 0.0 111.0 0.0 8.0111 5.00 0.37 0.00 0.0 0.0 0.111 B.00 10.00 1.28 0.03 0.0 0.111 111.0 8.01 10.50 1.42 0.1115 111.1 111.111 0.1 8.02 11.00 1.61 0.10 111.1 0.111 0.1 8.04 11.25 1. 76 0.14 0.2 0.111 0.2 8.05 11.50 1. 91 111.19 0.2 111.0 111.2 8.07 11.75 2.93 0.63 0.8 0.111 0.B 8.24 12.00 3.94 1.22 1.6 0.0 1.6 8.47 12.25 4.15 1.36 1.8 0.1 loB 8.52 12.50 4.37 1.51 2.0 0.2 2.0 8.58 12.75 4.49 1.59 2.1 0.3 2.1 B.60 13.00 4.60 1.67 2.2 0.4 2.2 8.63 13.50 4.77 1.79 2.4 0.5 2.4 8.67 14.00 4.91 1.89 2.5 0.6 2.5 8.70 19.00 5.60 2.40 3.2 0.9 2.9 8.82 24.00 6.00 2.71 3.6 0.9 2.9 8.83 Moo Dee 20,1982 SHALLOWAY, INC. CONSULTING ENGINEERS PROJECT NAME: STONEHAVEN BASIN 12 AREA = 39 ACRES GROUND STORAGE = 4.5 INCHES 100-YEAR RAINFALL = IB.5 INCHES 100-YEAR FLOOD STAGE = 13.28 FEET STAGE STORAGE DISCHARGE B.00 0.00 0.00 8.50 4.20 0.00 9.00 B.40 1.65 10.00 16.80 6.11 11.00 25.20 7.89 12.00 33.60 9.34 13.00 42.00 10.59 14.00 54.65 11.70 15.00 75.B0 12.72 16.00 101.20 13.67 PROJECT NAME: STONEHAVEN BASIN #2 ** OUTFALL STRUCTURE RATING ** WEIR LENGTH : 18.00 INCHES WEIR CREST ELEVATION: 8.50 FEET OUTFALL PIPE LENGTH : 100.00 FEET OUTFALL PIPE DIAMETER: 18.0 INCHES MANNING'S 'N' 0.024 PEAK TAILWATER ELEV. 8.50 FEET STATIC LAKE ELEV. 8.00 FEET STAGE WEIR PIPE RA TI NG ( FEET! (CFS) (CFS) (CFS) 8.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 9.00 1.65 3.53 1.65 10.00 7.34 6.11 6.11 11.00 13.16 7.89 7.89 12.00 19.62 9.34 9.34 13.00 28.61 10.59 10.59 14.00 38.66 11.70 11. 70 15.00 49.67 12.72 12.72 16.00 61. 56 13.67 13.67 PROJECT NAME: STONEHAVEN BASIN #2 *** STAGE - CUMULATIVE STORAGE CALCULATI(~S *** VERTICAL STORAGE AREAS AREA NUMBER - 1 STORAGE AREA STARTING STORAGE ELEVATION 8.40 ACRES 8.00 FEET LINEAR STORAGE AREAS AREA NUMBER - 1 STORAGE AREA : 17.00 ACRES LINEAR STORAGE FROM ELEV. 13.00 FT. TO ELEV. 15.00 FT. VERTICAl STORAGE FROM ELEV. 15.00 FT. ON UP STORAGE (AC-FT) VERT. LIN. STAGE AREA AREA TOTAL ( FEET) 1 1 (AF) 8.00 0.0 0.0 0.0 8.50 4.2 0.0 4.2 9.00 8.4 0.0 8.4 10.00 16.8 0.0 16.8 11.00 25.2 0.0 25.2 12.00 33.6 0.0 33.6 13.00 42.0 0.0 42.0 14.00 50.4 4.3 54.7 15.00 58.8 17.0 75.8 16.00 67.2 34.0 101.2 PROJECT NAME: STONEHAVEN BASIN #2 f** SCS RUNOFF & FLOOD ROUTING - 25 - YEAR STORM RAINFALL = 10.5 INCHES - 3 - DAY DURATION STORM TIME (HR.) RAIN RUNOFF RUNOFF DISCHARGE STORAGE (IN.) (IN.) (A-f) (CFS) (A-F) STAGE (FT. ) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 12.00 0.77 0.00 0.0 0.0 0.111 8.1110 24.00 1.53 0.1118 0.3 0.0 0.3 8.03 36.00 2.65 0.49 1.6 0.0 1.6 8.19 48.00 3.77 1.12 3.6 0.0 3.6 8.43 53.1110 4.42 1.55 5.0 0.3 5.0 8.59 58.00 6.01 2.71 8.8 1.6 8.4 9.00 58.50 6.26 2.91 9.5 1.9 8.9 9.1116 59.00 6.59 3.18 10.3 2.3 9.7 9.16 59.25 6.86 3.39 11.0 2.7 10.4 9.23 59.50 7.12 3.61 11.7 3.0 11.0 9.31 59.75 8.89 5.11 16.6 5.6 15.8 9.88 60.00 10.66 6.68 21.7 6.9 20.8 10.47 o~.25 11.05 7.03 22.8 7.2 21. 7 1111.59 60.50 11.42 7.37 24.0 7.4 22.7 10.70 60.75 11. 62 7.55 24.5 7.5 23.1 10.76 61.00 11.82 7.74 25.1 7.5 23.6 10.81 61.5111 12.12 8.1111 26.0 7.7 24.1 1111.87 62.00 12.36 8.23 26.7 7.8 24.6 1111.92 67.111111 13.58 9.36 3111.4 7.8 25.0 1111.98 72.00 14.27 10.1110 32.5 7.6 23.9 10.85 PROJECT NAME: STONEHAVEN BASIN #2 fff SCS RUNOFF & FLOOD ROUTING - 3 - YEAR STORM RAINFALL = 6.0 INCHES - 24-HOUR DURATION STORM TIME RAIN RUNOFF RUNOFF DISCHARGE STORAGE STAGE (HR.) <IN.) <IN.) (A-F) (CFS) (A-F) '(FT.) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 5.00 0.37 0.00 0.0 0.0 0.0 8.00 10.00 1.28 0.03 0.1 0.0 0.1 8.01 10.50 1.42 0.05 o 'j 0.0 0.2 8.02 .o. 11.00 1.61 0.10 0.3 0.0 0.3 8.04 11 . 25 1. 76 0.14 0.5 0.0 0.5 8.05 11.50 1.91 0.19 0.6 0.0 0.6 8.07 11.75 2.93 0.63 2.0 0.0 2.0 8.24 12.00 3.94 1.22 4.0 0.0 4.0 8.47 12.25 4.15 1.36 4.4 0.1 4.4 8.53 12.50 4.37 1.51 4.9 0.3 4.9 8.59 12.75 4.49 1.59 5.2 0.4 5.2 8.61 13.00 4.60 1.67 5.4 0.5 5.4 8.64 13.50 4.77 1. 79 5.B 0.6 5.8 8.69 14.00 4.91 1.89 6.1 0.7 6.1 8.72 19.00 5.60 2.40 7.B 1.2 7.3 8.87 24.00 6.00 2.71 8.8 1.4 7.8 8.93 MQn Dee 20,1982 SHALLOWAY, INC. CONSULTING ENGINEERS PROJECT NAME: STONEHAVEN BASIN *3 AREA = 22 ACRES GROUND STORAGE = 5.4 INCHES 100-YEAR RAINFALL = 18.5 INCHES 100-YEAR FLOOD STAGE = 14.53 FEET STAGE STORAGE DISCHARGE 8.00 0.00 0.00 9.00 2.00 0.00 9.50 3.00 1.35 10.00 4.00 3.50 10.50 5.00 5.81 11. 00 6.00 8.01 11.50 7.00 9.87 12.00 8.00 12.65 12.50 9.00 13.53 13.00 10.00 14.35 13.50 12.17 15.12 14.00 16.67 15.86 14.50 23.50 16.57 15.00 31. 50 17.24 PROJECT NAME: STONEHAVEN BASIN #3 ** OUTFALL STRUCTURE RATING ** WEIR LENGTH : 15.00 INCHES WEIR CREST ELEVATION: 9.00 FEET OUTFALL PIPE LENGTH : 285.00 FEET OUTFALL PIPE DIAMETER: 24.0 INCHES MANNING'S 'N' 0.024 PEAK TAILWATER ELEV. 8.50 FEET STATIC LAKE ELEV. 8.00 FEET STAGE WEIR PIPE RATING (FEET) (CFS) (CFS) (CFS) 8.00 0.00 0.00 0.00 9.00 0.00 4.78 0.00 9.50 1.35 6.76 1.35 10.00 3.50 8.28 3.50 10.50 5.81 9.56 5.81 11.00 8.01 10.69 8.01 11.50 9.87 11. 71 9.87 12.00 12.98 12.65 12.65 12.50 16.35 13.53 13.53 13.00 19.98 14.35 14.35 13.50 23.84 15.12 15.12 14.00 27.92 15.86 15.86 14.50 32.21 16.57 16.57 15.00 36.71 17.24 17.24 PROJECT NAME: STONE HAVEN BASIN #3 *** STAGE - CUMULATIVE STORAGE CALCULATIONS *** VERTICAL STORAGE AREAS AREA NUMBER - 1 STORAGE AREA STARTING STORAGE ELEVATION 2.00 ACRES 8.00 FEET LINEAR STORAGE AREAS AREA NUMBER - 1 STORAGE AREA : 14.00 ACRES LINEAR STORAGE FROM ELEV. 13.00 FT. TO ELEV. 14.50 FT. VERTICAL STORAGE FROM ELEV. 14.50 FT. ON UP STORAGE (AC-FTl VERT. UN. STAGE AREA AREA TOTAL (FEET) 1 1 (AF) 8.00 0.0 0.0 0.0 9.00 2.0 0.0 2.0 9.50 3.0 0.0 3.0 UI.00 4.0 0.0 4.0 10.50 5.0 0.0 5.0 11.00 6.0 0.0 6.0 11. 50 7.0 0.0 7.0 12.00 8.0 0.0 8.0 12.50 9.0 0.0 9.0 13.00 10.0 0.0 10.0 13.50 11.0 1 ,) 12.2 ... 14.00 12.0 4.1 16.1 14.50 13.0 10.5 23.5 15.00 14.0 11.5 31.5 PROJECT NAME: STONE HAVEN BASIN #3 *** SCS RUNOFF & FLOOD ROUTING - 25 - YEAR STORM RAINFALL = 10.5 INCHES - 3 - DAY DURATION STORM TIME RAIN RUNOFF RUNOFF DISCHARGE STORAGE STAGE (HR.) (IN.) (IN.) (A-F) (CFS) (A-F) '(FT.) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 12.00 0.77 0.00 0.0 0.0 0.0 8.00 24.00 1.53 0.04 0.1 0.0 0.1 8.03 36.00 2.65 0.35 0.6 0.0 0.6 8.32 48.00 3.77 0.89 1.6 0.0 1.6 8.82 53.00 4.42 1.28 2.3 0.4 2.3 9.13 58.00 6.01 2.35 4.3 2.7 3.6 9.80 58.50 6.26 2.53 4.6 3.1 3.8 9.91 59.00 6.59 2.79 5.1 3.8 4.1 10.07 59.25 6.86 2.99 5.5 4.5 4.4 10.21 59.50 7.12 3.19 5.8 5.1 4.7 10.35 59.75 8.89 4.62 8.5 10.3 7.2 11.58 60.00 10.66 6.12 11.2 14.1 9.7 12.83 60.25 11. 05 6.46 11.9 14.3 10.0 13.00 60.50 11.42 6.80 12.5 14.5 10.3 13.07 60.75 11.62 6.97 12.8 14.5 10.3 13.08 61.00 11.82 7.15 13.1 14.5 10.4 13.08 61. 50 12.12 7.41 13.6 14.4 10.2 13.06 62.00 12.36 7.63 14.0 14.4 10.0 13.01 67.00 13.58 B.73 16.0 10.0 7.0 11.52 72.00 14.27 9.36 17.2 5.7 5.0 10.48 PROJECT NAME: STONEHAVEN BASIN #3 *** SCS RUNOFF & FLOOD ROUTING - 3 - YEAR STORM RAINFALL = 6.0 INCHES - 24-HOUR DURATION STORM TIME RAIN RUNOFF RUNOFF DISCHARGE STORAGE STAGE (HR.) <IN. ) <IN.) (A-F) (CFS) (A-F)' (FT. ) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 5.00 0.37 0.00 0.0 21.0 0.0 8.00 10.f1l0 1.28 0.01 0.0 0.0 0.0 8.01 10.50 1.42 0.02 0.0 0.0 21.0 8.02 11.00 1.61 0.05 0.1 0.0 0.1 8.04 11.25 1. 76 0.08 0.1 0.21 0.1 8.07 11.50 1. 91 0.11 0.2 0.0 0.2 8.10 11.75 2.93 0.47 0.9 0.0 0.9 8.43 12.021 3.94 0.99 1.8 0.0 1.8 8.91 12.25 4.15 1.11 2.0 0.1 2.0 9.02 12.50 4.37 1.25 2.3 0.4 2.3 9.14 12.75 4.49 1.32 2.4 0.5 2.4 9.20 13.00 4.60 1.39 2.5 0.7 2.5 9.26 13.50 4.77 1.50 2.7 0.9 2.7 9.34 14.00 4.91 1.59 2.9 1.1 2.8 9.40 19.00 5.60 2.06 3.8 1.6 3.1 9.56 24.00 6.00 2.35 4.3 1.4 3.21 9.51 Moo Dee 20'L982 SHALLOWAY, INC. CONSULTING ENGINEERS PROJECT NAME: STONEHAVEN BASIN IS AREA = 8 ACRES GROUND STORAGE = 5.1 INCHES 100-YEAR RAINFALL = 18.5 INCHES 100-YEAR FLOOD STAGE = 14.19 FEET STAGE STORAGE DISCHARGE 8.00 0.00 0.00 9.00 0.80 0.00 9.50 1.20 1.06 10.00 1.60 2.66 10.50 2.00 4.28 11.00 2.40 4.98 11.50 2.80 5.46 12.00 3.20 5.89 12.50 3.60 6.30 13.00 4.34 6.68 13.50 5.78 7.04 14.00 7.89 7.39 14.50 10.70 7.71 15.00 13.85 8.03 PROJECT NAME: STONEHAVEN BASIN #5 ** OUTFALL STRUCTURE RATING ** WEIR LENGTH : 12.00 INCHES WEIR CREST ELEVATION: 9.00 FEET OUTFALL PIPE LENGTH : 100.00 FEET OUTFALL PIPE DIAMETER: 15.0 INCHES MANNING'S 'N' 0.024 PEAK TAILWATER ELEV. 8.50 FEET STATIC LAKE ELEV. 8.00 FEET STAGE WEIR PIPE RATING (FEET> (CFS) (CFS) (CFS) 8.00 0.00 0.00 0.00 9.00 0.00 2.23 0.00 9.50 1.06 3.15 1.06 10.00 2.66 3.86 2.66 10.50 4.28 4.45 4.28 11. 00 5.65 4.98 4.98 11.50 7.90 5.46 5.46 12.00 10.38 5.89 5.89 12.50 13.08 6.30 6.30 13.00 15.98 6.68 6.68 13.50 19.07 7.04 7.04 14.00 22.34 7.39 7.39 14.50 25.77 7.71 7.71 15.00 29.36 8.03 8.03 PROJECT NAME: STONEHAVEN BASIN #5 *** STAGE - CUMULATIVE STORAGE CALCULATIONS *** VERTICAL STORAGE AREAS AREA NUMBER - 1 STORAGE AREA STARTING STORAGE ELEVATION 0.80 ACRES 8.00 FEET LINEAR STORAGE AREAS AREA NUMBER - 1 STORAGE AREA 5.50 ACRES LINEAR STORAGE FROM ELEV. 12.50 FT. TO ELEV. 14.50 FT. VERTICAL STORAGE FROM ELEV. 14.50 FT. ON UP STORAGE (AC-H) VERT. UN. STAGE AREA AREA TOTAL (FEET) 1 1 (AF) 8.00 0.0 0.0 0.0 9.00 0.8 0.0 0.8 9.50 1.2 0.0 1.2 10.00 1.6 0.0 1.6 10.50 2.0 0.0 2.0 11.00 2.4 0.0 2.4 11.50 2.8 0.0 2.8 12.00 3.2 0.0 3.2 12.50 3.6 0.0 3.6 13.00 4.0 0.3 4.3 13.50 4.4 1.4 5.8 14.00 4.B 3.1 1.9 14.50 5.2 5.5 10.7 15.00 5.6 B.3 13.9 PROJECT NAME: ,STONEHAVEN BASIN #5 *** SCS RUNOFF & FLOOD ROUTING - 25 - YEAR STORM RAINFALL = 10.5 INCHES - 3 - DAY DURATION STORM TIME (HR. ) RAIN RUNOFF RUNOFF DISCHARGE STORAGE (IN.) (IN.) (A-F) (CFS) (A-F) STAGE tFT. ) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 12.00 0.77 0.00 0.0 0.0 0.0 8.00 24.00 1.53 0.05 0.0 0.0 0.0 8.04 36.00 2.65 0.39 0.3 0.0 0.3 8.33 48.00 3.77 0.96 0.6 0.0 0.6 8.80 53.00 4.42 1.36 0.9 0.2 0.9 9.09 58.00 6.01 2.46 1.6 1.4 1.3 9.60 58.50 6.26 2.65 1.8 1.6 1.3 9.68 59.00 6.59 2.91 1.9 2.0 1.4 9.80 59.25 6.86 3.11 2.1 2.4 1.5 9.91 59.50 7.12 3.32 2.2 2.7 1.6 10.02 59.75 8.89 4.78 3 ") 5.1 2.5 11. 13 ... 60.00 10.66 6.30 4.2 6.1 3.4 12.26 60.25 11.05 6.65 4.4 6.2 3.5 12.38 60.50 11.42 6.98 4.7 6.3 3.6 12.50 60.75 11.62 7.16 4.8 6.3 3.6 12.49 61. 00 11.82 7.34 4.9 6.3 3.6 12.48 61.50 12.12 7.60 5.1 6.2 3.5 12.37 62.00 12.36 7.82 5.2 6.1 3.4 12.24 67.00 13.58 8.93 6.0 4.3 2.0 10.49 72.00 14.27 9.57 6.4 1.3 1.3 9.58 PROJECT NAME: STONE HAVEN BASIN #S *** SCS RUNOFF & FLOOD ROUTING - 3 - YEAR STORM RAINFALL = 6.0 INCHES - 24-HOUR DURATION STORM TIME (HR. ) RAIN RUNOFF RUNOFF DISCHARGE STORAGE (IN. ) (IN.) (A-F) (CFS) (A-F) STAGE (FT. ) 0.00 0.00 0.00 0.0 0.0 0.0 8.00 5.00 0.37 0.00 0.0 0.0 0.0 8.00 10.00 1.28 0.01 0.0 0.0 0.0 8.01 HI. 50 1.42 0.03 0.0 0.0 0.0 8.02 11.00 1.61 0.06 0.0 0.0 0.0 8.05 11.25 1. 76 0.09 0.1 0.0 0.1 8.08 11.50 1. 91 0.13 0.1 0.0 0.1 8.11 11.75 2.93 0.52 0.3 0.0 0.3 8.43 12.00 3.94 1.06 0.7 0.0 0.7 8.88 12.25 4.15 1.19 0.8 0.0 0.8 8.99 12.50 4.37 1.33 0.9 0.2 0.9 9.11 12.75 4.49 1.40 0.9 0.3 0.9 9.16 13.00 4.60 1.48 1.0 0.4 1.0 9.21 13.50 4.77 1.59 1.1 0.6 1.0 9.28 14.00 4.91 1.68 1.1 0.7 1.1 9.32 19.00 5.60 2.17 1.4 0.8 1.1 9.36 24.00 6.00 2.46 1.6 0.6 1.0 9.26 2.5 ,\ , , \ I I I 1 " I ~ 2.0 .. ~ --<< .s::. (..) - c: .- _ c: :::> '~ 1.5 . E :3 - ~ \.0 I I I ! i ' , c .2 - c - - - o '" & - c . - . 0: i I , \ 1 (--.., , , 'j '-I' " ! ~ ,\ 0.5 I ~\O~ / , -- e~ -,- -- ---- -, (\~} . cf v f\\' ~~} &'9' ~~liO(l- ( ~~/ /1/ '-x-"--- __u' -,-- 0 60 100 0 20 40 80 Pe rcent Impervious Separate S tora ge . For Gruss S\'/ale Systems R~q d, - 111 - -40- ,. ---J \- ---ri I~ ATLANTIC __J I OCEAN WEST AL W BEAt 6.0 GULF OF MEXICO . o 10 to WILe:5 30 5.0 ~.o~ ~ KEY WEST~ FIGURE 3. I - DAY RAINFALL: 3 YEAR RETURN PERIOD - 19- r --J \- --_rl 4TLANTIC (J OCEAN A~WEAC I GULf OF MEXICO . o 10 20 30 WILES ~8 o , KEY WEST ~. 18-01-11 FIGURE 6. I - DAY AAI N'AL.L.; 2~ YEAR RETURN PERIOD - 22- : GULF OF MEXICO , -~J \- --_rl ATLANTIC rJ OCEAN KEY _ST 16 r tI.... J'te\)' , 15/ / , " " , , , , '" , "...","'~ f'OP . II 10 ZO 30 MILES ........ Fli4Iftf 22. ~- DAY ftAINFALL: 100 YEA.- RETU"N PERIOO -!e- ITEM NO. 1 2 3 4 STONEHAVEN P.U.D. - PLAT #2 CONSTRUCTION COST ESTIMATE SUMMARY ITEM AIDUNT PAVING AND DRAINAGE SYSTEMS $419,865.00 WATER DISTRIBUTION SYSTEM 83,853.00 ., SANITARY COLLECTION SEWER SYSTEM 138,021.00 RECREATION FACILITY (COMPLETE) 225,000.00 TOTAL $866,739.00 , PREPARED BY: Satter Architectural & Engineering Group, Inc. 2330 So. Congress Avenue West Palm Beach, Florida 33406 November 10, 1983 STONEHAVEN P.U.D. - PLAT ) PAVING, GRADING AND DRAINAGE CONSTRUCTlON COST ESTIMATE ITEM NO ITEM 1 CLEARING AND GRUBBING L.S. QUANTITY 2 GRADING (INC.ALL CANAL EXCAVATIQ\l L.S. ON L.W.D.D.LAT.CANAL NO.25) 4 1-1/28 TYPE II A.C.S.C. 3 1- TYPE II A.C.S.C.-PARKING AREA 28,2LO S.Y. S 1-3/48 TYPE II A.C.S.C.(CONGRESS AVENUE) 5,330 S.Y. 420 S.Y. 6 6-SHELL ROCK BASE(PRIHED) PARKING 13,670 S.Y. AREA ONLY 7 88 SHELL ROCK BASE (PRIHED)- INCLUDES PARKING AREA DRIVES 8 3/48 OVERLAY-CONGRESS AVENUE (INCLUDES COST OF RESTRIPING) 9 12- STABILIZED SUBGRADE (75 P.S.I.F.B.V.> 10 128 COMPACTED SUBGRADE-PARKING AREA ONLY 11 6- STABILIZED SHOULDER (50 P.S.I.F.B.V.> 12 15- BIT.COATED CORRUGATED STEEL PIPE 13 18- BIT.COATED CORRUAGED STEEL PIPE 14 24- BIT.COATED CORRUGATED STEEL 15 INLET TYPE 'c' 16 INLET TYPE 'E' 17 INLET TYPE 'J' W/'C' GRATE W/WEIR 1 8 RISER AND WE I R ASSEt-1BL Y 19 SAND CEMENT (R I P-RAP) ENDWALLS & SLOPE PROTECTION 21,500 S.Y. 1 , 850 S. Y . 6,380 S.Y. 29,930 S.Y. 2,760 S.Y. 616 L.F. 1,139 L.F. 2,006 L.F. 26 EA. 1 EA. 1 EA. 1 EA. 21.7 C.Y. ~IT PRICE $ 2.10 2.70 3.40 3.00 3.80 2.00 1 .40 1 .00 1 .00 18.00 " 19.00 23.00 700.00 1,300.00 1,600.00 2,000.00 200.00 .' ' AMO~ $ 1 2, 750 . 38,250. 59,241. 14,391. 1,428. 41,010.1 81 ,700 .1 3,700. ( 8,932. C 29,930.0 2,670.0 11,088.0 21,641.0' 46,138.01 18,200.0( 1 , 300 . 0 ( .1,600.01: 2,000.OC 4,340.00 20 CONCRETE FLUSH HEADER CURB 112 L.F. 6.00 672.00 21 6. STRAIGHT CURB (ENTRANCE MEDIAN) 286 L.F. 6.50 1 J 859 .00 22 STREET SIGN 1 EA. 125.00 125.00 23 STOP SIGN 1 EA. 100.00 100.00 24 BIKE PATH (4" SHELL W/l " ACSC 2,800 L. F. I 6.00 16,800.00 TYPE II) ., ------------ TOTAL ~419,865.00 ~ ~/ - - ---~------------- CK ROTH Y J~.z. P. E. II/A" ~ PREPARED BY: SATTER ARCHITECTURAL & ENGINEERING GROUP, INC. 2330 SO. CONGRESS AVENUE WEST PALM BEACH, FLORIDA 33406 SEPTEMBER 12, 1983 REVISED: NOVEMBER 10, 1983 _ STONEHAVEN P. U. 0 . - PLAT ..2 WATER DISTRIBUTION SYST8 CONSTRUCTION COST ESTIMATE ITEM LNIT NO 'ITEM QUANTITY PRICE AMOLNT 1 S- O.I.P. WATER MAIN 3,232 L.F. . 9.00 . 29,088.0l 2 6- D.I.P. WATER MAIN 614 L.F. S.OO 4,912.01 3 S- GATE VALVE & BOX 3 EA. 400.00 2,000.01 4 6- GATE VALVE & BOX 4 EA. 325.00 1,300.01 5 FIRE HYDRANT ASSMBLIES 13 EA. 1,000.00 13,000.01 (INC. APPURTANENCES) 6 CAST I RON FITTINGS 2.5 TONS 2,600.00 6 , 500 . 0 I .,. - 7 2- POL YETHYLENE TUB I NG 2,714 L.F. 7.00 18,998.01 8 1 - POLYETHYLENE TUBING 60 L.F. 5.0a 300.01 (LIFT STATION SERVICE) 9 S-X2- SADDLE AND CURB STOP 22 EA. 100.00 2,200.01 10 S-Xl- SADDLE AND CURB STOP 1 EA. 75.00 75.01 11 ' 6-X2- SADDLE AND CURB STOP 16 EA. 75.00 1,200.0l 12 SINGLE WATER METER ASSEMBLY 38 EA. 100.00 3,800.01 ( COMPLETE) 13 SAMPLE TAPS 8 EA. 60.00 480.01 ------- TOTAL .. 83,853.01 ROTH, J.ft., 'L.p. E. " / /,!r'f> , . PREPARED BY: SATTER ARCHITECTURAL & ENGINEERING GROUP, INC. 2330 SO. CONGRESS AVENUE WEST PALM BEACH, FLORIDA 33406 SEPTEMBER 12,1983 STONEHAVEN P.U.D. - PLAT->>2 s. I TARY COLLECT I CN SEWER SY EM CONSTRUCTION COST ESTIMATE ITEM LNIT NO ITEM QUANTITY PRICE AMOlJ\lT 1 8- V.C.P. GRAVITY SEWER MAIN 1 , 193 L.F. .. 9.00 .. 10,737.0 (0-6' CUT) 2 8- V.C.P. GRAVITY SEWER MAIN 999 L.F. 12.00 11,988.0 (6'-8' CUT) 3 8- V.C.P. GRAV I TY SEWER MAIN 764 L.F. 14.00 10,696.0 (8'-10' CUT) 4 8- V.C.P. GRAV I TY SEWER MAIN 1 ,008 L.F. 18.00 18, 144.0 (10'-12' CUT) 5 8- V.C.P. GRA~ITY SEWER MAIN 276 L.F. 21.00 5,796.0 (12'-14'CUT) 6 10- D. J.P. GRAVITY SEWER MAIN 45 L.F. 24.00 1 ,080.0 (12'-14' CUT) 7 SANITARY MANHOLE 0-6' DEEP 7 EA. 830.00 5,810.0 8 SANITARY MANHOLE 6'-8' DEEP 3 EA. 1,000.00 3,000.01 9 SANITARY MANHOLE 8'-10' DEEP 4 EA. 1,150.00 4 , 600 . 0 I 10 SANITARY MANHOLE 10'-12' DEEP 3 EA. 1,220.00 3,660.01 '11 SANITARY MANHOLE 12'-14' DEEP 2 EA. 1,400.00 2,800.01 12 6- D.I.P. FORECE MAIN 25 L.F. 8.00 200.0t 13 8.X6. WYE (AT MAIN) 38 EA. 25.00 950.0l 14 6M V.C.P. SANITARY SERVICES 2,320 L.F. 8.00 18,560.0( <COMPLETE-INC.BENDS, WYES, PLUGS, LOCATORS, ECT. ) 15 LIFT STATION (COMPLETE) L.S. 40,000.0( TOTAL $1 38 , 0 21 . 0 ( / "?_--- ROTH, JR., P.E. I" ~IJ/i) PREPARED BY: SATTER ARCHITECTURAL & ENGINEERING GROUP, INC. 2330 SO. CONGRESS AVENUE WEST PALM BEACH, FLORIDA 33406 SEPTEMBER 12, 1983 ;. ITEM NO. 1 2 3 4 ~ ~TONEHAVEN P.U.D. - PLAT #1 CONSTRUCTION COST ESTIMATE SUMMARY ITEM PAVING AND DRAINAGE SYSTEMS WATER DISTRIBUTION SYSTEM " SANITARY COLLECTION SEWER SYSTEM REC~TION FACILITY (COMPLETE) TOTAL ~~~ F I ROTH, '5R., P.E. 1//1'0/$'".> PREPARED BY: Satter Architectural & Engineering Group, Inc. 2330 So. Congress Avenue West Palm Beach, Florida 33406 November 10, 1983 AIDUNT $ b55,042.00 217,141. 00 215,497.00 :WO,OOO.OO $1,287,680.00 io tiTONEHAVEN P.U.D. - PLAT 11 PAVING & DRAINAGE CONSTRUCTION COST ESTIMATE ITEM NO UNIT PRICE ITEM QUANTITY 1 Clearing &Grubbing L.S. 2 Grading (Inc.All 'Canal Excavation on L.S. L.W.D.D. Lat. Canal tf25) 3 1" Type II A.C.S.C.-Parking Area Only 1,700 S.Y. $ 2.10 4 Ii" Type II A.C.S.C. 30,000 S.Y. 2.70 5 6" ShellRock Base (Primed) Parking 1,850 S.Y. ., 3.00 6 8" Shell Rock Base (Primed) 32,200 S.Y. 3.80 7 12" Stabilized Subgrade 33,300 S.Y. (75 P.S.I.F.B.V.) 1.40 8 12" Compacted Subgrade (Parking Area 1,950 S. Y . Only) 1.00 9 6" Stabilized Shoulder (~O P.S.I.-:- 11,HOO S.Y. F.B.V.) 1.00 :1,,0 15;' Bit.Coated CoraugatedSteel Pipe 770 L.F. 18.00 1118" Bit.Coated Coraugated Steei Pipe 1,288 L.F. 19.00 ~ " 12 24" Bit.Coated Coreugated Steel P~pe 1,OY1 L.F. 23.00 13 30" B~t.coated coraugated steel Pipe 1,132 L.F. 30.00 14 72" Bit.Goated Coraugated Steel P~pe 100 L.F. 80.00 15 Inlet Type "c" 28 EA. 70u.00 16 Inlet Type "E" 5 EA. 1,300.00 17 Storm Manhole 1 EA. 15.00 18 Riser & Weir Assembly 2 EA. 2,000.00, 19 Sand Cement (Rip-Rap) Endwal1s & Slope 54.5 C.Y. Protection ,200. ()O 20 Concrete Flush Header Curb 1,813 L.F. 6.00 21 Concrete Valley Gutter(Miami Curb)Knuth Rd.5l0 L.F. 6.00 22 Palm Beach Mountable Gutter 1,800 L.F. b.OO 23 6" Raised Curb (Entrance Median) 286 L.F. 6.50 24 Street Sign 12 EA. 125.00 25 Stop Sign 13 EA. 100.00 26 Bike Path (4" Shell Rock & 1" ACSC Type II) 2,040 L.F. 6.00 27 Concrete Sidewalk(to be constructed w/units) 7.00 12,310 L.F. '!OTAL PREPARED ,BY: ~~</ ~~Q FRE K ROTH, JR., P.E. I.~ / ;'tJ /e .,. Satter Arch~tectural & Engineering Group, Inc. 2330 S. Congress Avenue West Palm Beach, F1or~da 33406 September 9, 1983 (Revised November 10, 1983) AMOUNT $ 24,000.0( 72 ,000. OC 3 , 570. OC 81,000.OC 5,550.0t 122,360.0C 46,b20.0C 1,950.0C 11,800.00 13 ,860. 00 24,472.00 :.!5,093.00 33,900.00 8,000.00 19,60U.00 6,50U.00 1,500.00 4,000.00 10,900.00 10,878.00 3,060.00 10,80U.OU 1,859.0U 1,500.00 1,300.00 12,240.00 86,170.00 $651,542.00 ITEM NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ~6 17 18 19 20 21 22 23 STONEHAVEN P.U.D. - PLAT II WATER DISTRIBUTION SYSTEM CONSTRUCTION COST ESTIMATE ITEM 16" D.l.P. Water Main 8" D.I.P. Water Main 6" D.I.P. Water Main 4" D.l.P. Water Service Main 16" Gate Valve & Box 12" Tapping Tee w/Valve Box (Double Valve) 8" Gate Valve & Box 6" Gate Val ve &,' Box 4" Gate Valve & Box Fire Hydrant Assemblies (Inc. Appurtanences) Cast Iron Fittings Ii" Polyethylene Tubing 8"xli" Saddle and Curb Stop 6"xll" Saddle and Curb Stop 4"xli" Saddle and Curb Stop Double Water Meter Assembly (Complete- Inc.Wyes,Yokes, 1" Tubing, Etc.) 1" Polyethylene Tubing 8" xl" Saddle & Curb Stop 6"xl" Saddle & Curb Stop 4" xl" Saddle & Curb Stop Single Water Meter Assembly (Complete) Sample Taps 2" Terminal Blow-Off QUANTITY 2266 L.F. 1560 L.F. 1040 L.F. 478 L.F. 2 EA. 1 EA. 5 EA. 18 EA. 1 EA. 16 EA. 8.0 TONS 2200 L.F. 5 EA. 41 EA. 18 EA. 64 EA. 650 L.F. 8 EA. 25 EA. 3 EA. 36 EA. 13 EA. 1 EA. TOTAL UNIT PRICE $ 25.00 9.00 8.00 7.00 600.00 2,000.00 AMOUNT $ 56,650. 14,040. 56,320. 3,346. 1,200. 2,000. 400.00 325.00 275.00 1,000.00 2,000. 5,850. 1,925. 16,000. 2,600.00 6.00 75.00 10.00 60.00 150.00 20,800. 13,200. 315. 2,870. 1,080. 9,600. 5.00 75.00 10.00 60.00 ]5.00 60.00 500.00 3,250. 600. 1,815. 180. 2,700. 780. 500. $217 , 141. /~ ICK ROTH, JR., y.E. "/,IfJ/'f ;J PREPARED BY: Satter Architectural & Engineering Group, Inc. 2330 S. Congress Avenue West Palm Beach, Florida 33406 September 9, 1983 ,'- STONEHAVEN P.U.D. - PLAT '1 ,C'.~'IITAR'i COLLECTION SEWER SYSTEM CONSTRUCTION COST ESTIMATE ITEM UNIT NO ITEM QUANTITY PRICE AMOUNT 1 8" V.C.P. Gravity Sewer Main (O'-6'Cut) 2,603 L.F. $ 9.00 $ 23,421.0 2 8" V.C.P. Gravity Sewer Main (6'_8' Cut) 2,915 L.F. 12.00 34,980.0 3 8" V.C.P. Gravity Sewer Main (8'-10' Cut) 191 L.F. 14.00 11,014.0 4 8" V.C.P. Gravity Sewer Main (10'-12' Cut) 641 L.F. 18.00 11 ,538.0 5 10" V.C.P. Gravity Sewer Main (8'_10' Cut) 616 L.F. 15.00 9,240.0 6 10" V.C.P. Gravity Sewer Main (10'-12' Cut) 581 L.F. 19.00 11,039.0 1 10" V.C.P. Gravity Sewer Main (12'-14' Cut) 363 L.F. 22.00 1,986.0 8 10" D.!. P. Gravity Sewer Main (12'-14' Cut) 280 L.F. 23.50 6,580.0 9 12" V.C.P. Gravity Sewer Offsite Main (12'-14' 329 L.F. 23.00 1,561.0 Cut) See Note 1/4 .~ 10 15" V.C.P. Gravity Sewer Offsite Main (12'-14' 629 L.F. 25.00 15,125.0 Cut) See Note 1/4 11 Sanitary Manhole 0'_6' Deep 16 EA. 830.00 13,280.0 12 Sanitary Manhole 6'_8' Deep 9 EA. 1,000.00 9,000.0 13 Sanitary Manhole 8'-10' Deep ,6 EA. 1,150.00 6,900.0 14 Sanitary Manhole 10' -12', Deep 4 EA. 1,220.00 4,880.0 15 Sanitary Manhole 12-14' Deep (Includes offsite 1 EA. 1,400.00 9,800.0 Manholes) 16 Jack & Bore Crossing of Boynton West Road L.S. 1,500.0 11 6" D.1.P. Force Main 122 L.F. 8.00 976.0 18 8" x 6" W'iE (At Ma in ) 81 EA. 25.00 2,025.01 19 10" x 6" WYE (At Main) 14 EA. 30.00 420.01 20 6" V.C.P. Sanitary Services (Complete - Inc. 2,695 L.F. 8.00 21,560.01 Bends, Wyes, Plugs, Locators, Ect.) TOTAL $215,497.0l PREPARED BY: Satter Architectural & Engineering Group, Inc. 2330 S. Congress Avenue West Palm Beach, Florida 33406 September 9, 1983 :. . BOYNTON BEACH PLANNING DEPARTMENT SUBDIVISION MASTER PLAN CHECKLIST Pro j e c t Name :if-Vl/l t't, ,{ {If" 1/1 Developer ;(1tlI-1,/1ofle'1 Pt>I/"(. IMr7r1,/~c; c:;; Ife't/' - - 1./(7/ /1/1c1V1/r 5 Da te Recvd:;2 -9'- 'i?3 Agent ~j/1e h{Yt/r'//7 ~I//'/./ CCJY'K7~ , , &V'j4' Trustee r ~ Surveyor a,;~b, ;~;:'/$-?~e_ Engineer &;;tI-~Y1 (7) copies submitted by applicant; Fees attached/received; Traffic Impact Analysis (if required); Master Storm Water Management Plan (if required); Owner Architect General: Plan Requirements: (Refer to Art VIII, Subdivision Regulations) IV. C. l. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Comments: " " " " " " " " " " " Inter-Agency Coordination: Palm Beach County (Traffic Analysis) School Board (School Plant Planning) South Florida Water Management District (drainage) Major Utilities: Other Review Schedule: City Engineer T.R.B. P & Z Board Additional Remarks: Date: ACTION: " " " " orig/DCG/2/79 ~~~R"'PLAN '~~ . A. Seven copies of the Master Plan of the proposed subdivision must be submitted to the City Engineer's Office for place- ment on the Technical Review Board-agenda. B. The developer shall retain the services of an engineer or surveyor registered in Florida, to prepare the master.plan of the subdivision and .sh~ll emPfoy a land planner, landscape architect, architect or other technical or professional services to assist in the physical. lotting patterns and site plan. The Master Plan shall be coordinated with the major utility suppliers involved with providing ) services. C. The Master Plan, when submitted to the Office of the City Engineer, shall contain the following: ~. Name of subdivision or identifying title which shall not duplicate or closely approximate the name of any ) /2. V 3. J4. v:. ~. other subdivision in .incorporated or unincor~orateg areas of Palm Beach County. A vicinity sketch showing the location of the tract in reference to other areas of the city or County. North arro\'l, graphic scale, scale and date. Name, address and telephone number of the developer, , along with the name and address of the engineer and surveyor responsible for the plan, plat and support- ing data. 5. The location and names of adjacent subdivision, if any. and plat book and page reference. The tract boundary with bearings and distances along , with a written description. . Topographical conditions on the tract including all the existing water courses, drainage ditches and bodies of water, marshes and other significant features. . , ~ J 9. . ~. ~ ~ / 11. ~. l 8. All existing streets and alleys on or adjacent to the tract incl udil!9 .arne, -right of wC'l~rwidtn, street or ..--- ~ pavement width and established centerline elevation. Existing streets shall be dimensioned to the tract boundary. All existing property lines, easements and rights of way, their purpose, and their effect on the property to be subdivided. The location and right of way width of all proposed streets, alleys, rights of way, easements and their purpose along with the proposed layout of the lots and blocks. The incorporation and compatible development of present and future streets as shown on ,the Official City Map when such present or future streets are affected by the proposed subdivision. Access points to collector and arterial stree~s show- ing their compliance to the access requirements established by this ordinance. ~ ~5'/ ~,/ 13. Ground elevations by contour line at intervals of not -- ...- more than one foot based on N.O.S. datum or as other- wise determined by the City Engineer. tf14. All existing drainage district facilities and their (15. ~ V16. ultimate right of way requirements as they affect the property to be subdivided. Generalized statement of subsurface conditions on the property, location and results of tests made to ascertain subsurface soil conditions ~nd ground water depth. Zoning classification of the tract. 17. Utilities such as telephone, power, water, sewer, gas, . . etc. on or adjacent to the tract 'including existing or proposed water treatment plants and sewerage treutment plants. The J.1aster Plan shall contain a statement that all utilities are available and have been coordinat~d with all required utilities. . 18. Sites proposed tur parks, recreational areas, and schools. 19. The locations of all temporary structures or permanent structures having a temporary use. In addition, master plans or site plans showing permanent structures having a temporary use shall contain a statement outlining the temporary use. Master plans or site plans showing temporary structures . or permanent structures having a temporary use shall be reviewed by the City Building Official at least eighteen (18) months from the last approval date. Following approval of a master plan or site plan, such structures may be erected prior to plat recordation. ~ All such permit, and construction requirements of the Building Department, including but not limited to ,Chapters 5 and SA of the City of Boynton Beach Code of Ordinances shall be satisfied. D. A subdivision that generates 3000 vehicle single directional trips per day or 250 vehicle single directional trips in a one hour period must submit along with the masterplan, a ) traffic impact analysis. The tr~ffic impact analysis shall be prepared by a Professional Engineer competent in Traffic . ,Engineering and snaIl be- used to determine the number of lanes and capacity of the street system,proposed or affected by the development, and the phasing of improvements. E. A master storm water management plan outlining the primary and secondary drainage and storm water treatment facilities needed for the proper development of th~ subdivision, exclud- . ing tertiary facilities, which are required on construction plans, shall be submitted along with the master plan. The master storm water management plan shall consist of an (A-U- ~~ ftly - 29 - ~-..