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Agenda 10/10/2017 Item #16D 910/10/2017 EXECUTIVE SUMMARY Recommendation to approve a donation of $17,114 as off-site preservation for 808 Wiggins Pass Road SDP (PL2016001111) to satisfy the native vegetation retention requirement. OBJECTIVE: To accept an off-site preservation donation in the amount of $17,114 for the Conservation Collier Program. CONSIDERATIONS: The Land Development Code (LDC), Section 3.05.07, H.1.f. iii. a. allows for off- site native vegetation retention requirements to be met by monetary payment to the Conservation Collie r Program. Applicants may make a monetary donation to Collier County with funds to be used by the County for the purchase and management of off-site conservation lands within the county. The monetary payment is based on the location of the land to be impacted and shall be equal to 125 percent of the average cost of lands in that Designation, as defined by the Future Land Use Map, purchased by Collier County, through the Conservation Collier Program. The proposed donor, 808 Wiggins Pass Road, LLC, is requesting a Site Development Plan (SDP) for a 2 story multi-use office facility with parking. This project is located within the urban area as defined by the FLUM. The vegetation preservation requirement for this 0.76-acre parcel is 10% or 0.076 acres, and the applicant has elected to fulfill their preserve requirement through an off-site monetary donation to Collier County for the Conservation Collier Program. One hundred and twenty-five percent (125%) of the average cost to Conservation Collier for lands within the urban area is $225,191 per acre. Therefore, $225,191 X 0.076 = $17,114. FISCAL IMPACT: The donation is intended to provide funds for land acquisition and management of lands for the Conservation Collier Program. Of the total received, 80%, or $13,691.20, will be placed into Fund 172, the Land Acquisition Trust Fund, and 20%, or $3,422.80, will be placed into Fund 174, the Land Management Trust Fund, to be used for management of any newly acquired property. LEGAL CONSIDERATIONS: This item is approved for form and legality and requires a majority vote for Board approval. -JAB GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this item. RECOMMENDATION: To approve and authorize the donation of $17,114 to the Conservation Collier Program. Prepared By: Alexandra Sulecki, Pr. Environmental Specialist, Parks and Recreation Division ATTACHMENT(S) 1. 808 WP_SDP-ALL PLANS_REV3_08-21-17 - Prepared (PDF) 2. Pre-Approval Letter SDP (PDF) 10/10/2017 COLLIER COUNTY Board of County Commissioners Item Number: 16.D.9 Doc ID: 3700 Item Summary: Recommendation to approve a donation of $17,114 as off-site preservation for 808 Wiggins Pass Road SDP (PL2016001111) to satisfy the native vegetation retention requirement. Meeting Date: 10/10/2017 Prepared by: Title: Operations Analyst – Parks & Recreation Name: Matthew Catoe 08/29/2017 8:57 AM Submitted by: Title: Division Director - Parks & Recreation – Parks & Recreation Name: Barry Williams 08/29/2017 8:57 AM Approved By: Review: Parks & Recreation Matthew Catoe Additional Reviewer Skipped 08/29/2017 8:58 AM Parks & Recreation Ilonka Washburn Additional Reviewer Completed 08/29/2017 9:12 AM Operations & Veteran Services Sean Callahan Additional Reviewer Completed 08/31/2017 12:23 PM Public Services Department Todd Henry Additional Reviewer Completed 09/05/2017 8:52 AM Public Services Department Todd Henry Level 1 Division Reviewer Completed 09/05/2017 8:56 AM County Attorney's Office Jennifer Belpedio Level 2 Attorney of Record Review Completed 09/05/2017 1:24 PM Public Services Department Steve Carnell Level 2 Division Administrator Review Completed 09/26/2017 3:41 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/26/2017 4:49 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/27/2017 8:42 AM Budget and Management Office Ed Finn Additional Reviewer Completed 09/29/2017 3:35 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 10/02/2017 10:06 AM Board of County Commissioners MaryJo Brock Meeting Pending 10/10/2017 9:00 AM co LU M 1315111111iiij 0"ll iii 11" 111 pi!I 11 -1 110 01111''Al, a NOTES: la WO SQ. FEET ACRES PERCENTAGE TOTAL SITE AREA: 33,094 0.76 100.0% TOTAL BUILDING (Occupancy) AREA: (A/C Gross Leaseable Area Inside Exterior Was / Outdoor Seating Area) 7,246 NOTE: This Sq. Footage is to be used for COA and Parking calculations only, TOTAL BUILDING AREA FOOTPRINT (Under Roof): Note: This square footage is used to determine site acreage percentages in ous 4-inagervious dipg-a-re 6,419 0.15 19.4% V V V V IMPERVIOUS AREA: (Pavement, Bike Rack, Sidewalks, Dempster etc.) 14,494 0.33 43.8% DETENTION AREAS: 2,018 .05 6.1% PERVIOUS AREA: 10,163 0.23 30.7% NOTES: la WO REQUIRED PROVIDED MINIMUM LOT AREA (Square Feet): 10,000 33,094 MINIMUM LOT WIDTH (Linear Feet): 100 267 MAXIMUM BUILDING COVERAGE (%): NONE 19.4% Table 2. - Building Dimension Standards for Principal Uses in Base Zoning Districts F ALLOWED PROVIDED MAXIMUM BUILDING HEIGHT (Feet): 75 29r-2" MAXIMUM DISTANCE BETWEEN BUILDINGS: A= 15' N/A MINIMUM FLOOR AREA of BUILDINGS (Square Feet): f 700 (Ground FIr.) 7,246 11 a 111 *.A F.rN W., MIN a 01 all IN 1.11 J V44 w6wro a HOTELS 60% N 2 DEST. RESORT 80% JOE Kiiiii NOTES: A = 50% of the sum of the heights of the buildings, but not less than 15 feet. B = 50% of the sum of the heights of the buildings. C = Buildings within 100 feet of an adjoining district are limited to the height of the most restrictive of an adjoining district. all Few- ON W MOM 1111 1 1 EAST - R.O.W. (WEST LANE, THEN C-4) WEST - PUD (WIGGINS LAKE) Table 1. - Lot Design Requirements for Principal Uses in Base Zoning Districts REQUIRED PROVIDED MINIMUM LOT AREA (Square Feet): 10,000 33,094 MINIMUM LOT WIDTH (Linear Feet): 100 267 MAXIMUM BUILDING COVERAGE (%): NONE 19.4% Table 2. - Building Dimension Standards for Principal Uses in Base Zoning Districts F ALLOWED PROVIDED MAXIMUM BUILDING HEIGHT (Feet): 75 29r-2" MAXIMUM DISTANCE BETWEEN BUILDINGS: A= 15' N/A MINIMUM FLOOR AREA of BUILDINGS (Square Feet): f 700 (Ground FIr.) 7,246 FLOOR AREA RATIO (%): HOTELS 60% N 2 DEST. RESORT 80% NON-PUBLIC USE AREAS (kitchen, storage, freezer, etc.) / 1 per 200 SF NOTES: A = 50% of the sum of the heights of the buildings, but not less than 15 feet. B = 50% of the sum of the heights of the buildings. C = Buildings within 100 feet of an adjoining district are limited to the height of the most restrictive of an adjoining district. D = 50% of the sum of the heights of the buildings, but not less than 25 feet. 1. Principal Structure Minimum Yard (Setback) Requirements: Table 2. 1, below, provides the minimum yard requirements for principal structures on conforming lots of record in base zoning districts. The following shall apply for all other lots: (a). Comer Lots: Comer lots shall have front yards along each street frontage. The other yards shall be considered side yards. See LDC section 2.03.01 for Estates setbacks. (b). Nonconforming Lots of Record: Minimum yard requirements for nonconforming lots of record are provided in LDC section 9.03.03 A. Table 2.1 - Table of Min. Yard Requirements (Setbacks) for Base Zoning Districts REQUIRED PROVIDED MINIMUM FRONT YARD (Feet): d = 25' (min 72' (Wiggins Pass Rd. ROVIII] 54' TOTAL BUILDING AREA PARKING REQUIRED /PROVIDED: --ff _est Lane ROW V V V V v MINIMUM SIDE YARD (Feet): V a= 15' (min.) 15 West Property Line) NOTE: Adjoining property to the South is Zoned C-4, but there is a existing Duplex on this site. (A/C Gross Leascable Area Inside Exterior Walls 69' Required setback is 25' per Collier County Zoning. d = 25' (min.) (South Property Line) MINIMUM REAR YARD (Feet): a = 15' (min.) N/A PUBLIC SCHOOL REQUIREMENTS: x N/A NOTES: (1). MH District - additional yard requirements: side yard setback from a public road that is external to the boundary of the park 50 ft.; the minimum setback on any side from the exterior boundary of the park = 15ft. (2). TTRVC District - additional yard requirements: setback from exterior boundary of park = 50 ft.; setback from an external street 50 ft., setback from an internal street = 25 ft.; setback from any building or other structure = 10 ft. (3). C-3 District - minimum setback on any side that is waterfront = 25 ft.; setback for marinas = none. (4). C-4, C-5 and I Districts - minimum setback on any side that is waterfront = 25 ft.; setback for marinas = none; setback on any side adjacent to a railroad right-of-way = none (5). Any non -conforming platted lot of record in the CON District that existed before November 13, 1991 will be subject to the following standards: Front Yard: 40 feet. Side Yard: ten percent of the lot width, but no more than 20 feet on each side. Rear Yard: 30 feet. a = 50% of the building height, but not less than 15 feet. b = 50% of the building height, but not less than 30 feet. Ic = 50% of the building height, but not less than 25 feet. d = 50% of the building height, but not less than 25 feet. Structures 50 feet or more in height = 25 feet plus one additional foot of setback :for each foot of building height over 50 feet. e = the total of all side yard setbacks shall equal 20% of the lot width, with a maximum of 50 feet. No side yard shall be less than 10 feet. Alternative dimensions may be possible when approved through a unified plan of development involving one or more lots under common ownership where the yard requirements are met for the unified site but not necessarily for each parcel within the unified site. f =the yard requirements shall be equal to the mast restrictive adjoining district. x =for principal structures: 50 feet from all property lines; for accessory structures: 25 feet from all property lines. 14111111011 D) 808 WIGGINS PASS ROAD LLC 3375 PINE RIDGE RD # 206 NAPLES, FLORIDA 34109 - Ph: - Fax: - Email: MCHARRIS PLANNING & DESIGN JOE MCHARRIS 11338 BONITA BEACH RD. SUITE 103 BONITA SPRINGS, FLORIDA 341135 Ph: 239.948.6688 Fax: 239.948.6689 Email: joe@mcharris.com Iff.11112110I U'VifflemyV051 GULFCOAST DESIGN ASSOCIATES, INC. KEVIN H. MCVICKER 11338 BONITA BEACH RD. SE * STE 102 BONITA SPRINGS, FL 34135 - Ph: 239.301.4947 - Fax: 239.301.4953 - Email: craig@gdaenoncering.com GREGORY S. GOERTLER FLORIDA REG. NO. AR00009382 11338 BONITA BEACH RD., SUITE 103 BONITA SPRINGS, FL 34135 * Ph: 239.948,6688 - Fax: 239.948.6689 - Email: greg@mcharris.com DAGOSTINO & WOOD, INC. DAVE DAGOSTINO 5415 JAEGER ROAD, SUITE A NAPLES, FL 34109 - Ph: 239.352.6085 - Fax: - Email: Aavegdwsurveys.com BIG CYPRESS LANDSCAPE CO., INC, STEVEN F. DELLECAVE #1080 5931 SEA GRASS LANE NAPLES, FL 34116 - Ph: 239.417.2688 - Fax: 239.732.1960 - Email: gwaterdell@embarqmail.com 1113E 1, M■liilil III .... 11, 11511 li� - - - - - - - - - - - --- COLLIER ENVIRONMENTAL CONSULTANTS MARCO ESPINAR 3880 ESTER AVENUE NAPLES, FLORIDA 34104 - Ph: 239,263.2747 - Fax. 239.263,6616 - Email: marcoe@prodigy.net FORT CONST. GROUP of SOUTH FL., INC. CRAIG R. STEPHENS 16000 OLD 41 ROAD, UNIT 205 NAPLES, FL 34110 - Ph: 239.301,4947 - Fax: 239.301.4953 - Email: CraigS@FtConstGrp.com U I upave 4.05.00 OFF- STREET PARKING AND LOADING 4.05.04 Parking Space Requirements (Per Table 17) USE PARKING RATIO USE (Sq. Ft.) PARKPer ING RATIO REQ' PRV'D. (1 ?) OFFICE / I per 300 square feet. 2,898 300 10 10 RESTAURANT (sit-down) / I per 60 square feet for public use areas 10,000 but not over 20,000 including outdoor eating areas or I per 2 seats, whichever is greater, and for 1,348 = Total Restaurant Area non public use areas (kitchen, storage freezer, etc.) 1 per 200 SF. 20,000 but not over 50,000 PUBLIC USE AREAS (including outdoor eating areas) / I per 60 SF PUBLIC USE AREAS (including outdoor eating areas) / I per 2 Seats x_960 60 16 N/A 34 (SEATS) 2 17 17 388 200 2 2 NON-PUBLIC USE AREAS (kitchen, storage, freezer, etc.) / 1 per 200 SF RETAIL SHOP or STORE (not otherwise listed) and department stores / I per SDP -3.2 250 square feet of indoor/outdoor retail and office areas plus 1 per 500 square feet for indoor/outdoor storage areas that have no access for the general public and partly enclosed oro en air garden centers. 3,000 Total Retail Shop or Store Area INDOOR/OUTDOOR RETAIL AND OFFICE AREAS 1 per 250 sf. 3,000 250 12 12 INDOOR/OUTDOOR STORAGE AREAS that have no access for the general public / I per 500 sf. 0 1 500 0 0 TRO' TOTAL BUILDING AREA PARKING REQUIRED /PROVIDED: 7,246 LANDSCAPE PLAN, CALCULATIONS, DETAILS NOTES BUILDING FOUNDATION PLANTINGS (ENLARGED SCALE) 41 41 IRRIGATION PLAN (A/C Gross Leascable Area Inside Exterior Walls SUPPLEMENTAL (6) SETS ARCHITECTURAL SUBMITAL PACKAGE Outdoor Se tinE Area SITE BOUNDARY & TOPOGRAPHICAL SURVEY 4.05.06 Loading Space Requirements 1. Each retail store warehouse, wholesale establishment, industrial activity, terminal, market, restaurant, funeral home, laundry, dry cleaning establishment, or similar use which has an aggregate floor area of: Table 18. - Required Loading Spaces. Square Feet (as per the uses listed in # 1. above) TOTAL F. PACES CIVIL CIVIL 5,000 but not over 10,000 7,246 1 1 10,000 but not over 20,000 2 OF 16 SDP -1.0 ANNOTATED SITE DEVELOPMENT PLAN 20,000 but not over 50,000 SDP -1.1 3 N/A � ing space for each additional 25,000 square feet over 50,000 square feet or major fraction thereof. LFlus one additional off-street load 4.05.07 - Handicapped Parking Requirements Requirements. A parking lot servicing any building or entrance pathway to a building shall have a number of level parking spaces, as set forth in the following table, identified by above grade signs, as being reserved for physically disabled persons: 11,11111,311 Ma"T14-411 2 2 B. Number. Provisions for the safe and secure parking of bicycles shall be furnished at a ratio of five (5%) percent of requirements for motor vehicles as set forth in section 4.05.04. but not to exceed a maximum of fifteen (15) total bicycle parking spaces. A minimum of two (2) bicycle parking spaces shall be provided. x 5% BICYCLE SPACES REQ'D. PROVIDED PARKING INDEX OF DRAWINGS SHEET DESCRIPTION NUMBER CIVIL CIVIL C_ 1.0 COVER SHEET COMPLIANCE DATA 1 OF 16 C-1.1 AERIAL PHOTOGRAPH 2 OF 16 SDP -1.0 ANNOTATED SITE DEVELOPMENT PLAN 3 OF 16 SDP -1.1 DIMENSIONAL SITE DEVELOPMENT PLAN 4 OF 16 SDP -1.2 SITE DETAILS &, SECTIONS 5 OF 16 SDP -2.0 SITE WATER MANAGEMENT PLAN, CALCULATIONS &, SECTIONS 6 OF 16 SDP -3.0 UTILITY PLAN 7 OF 16 SDP -3.1 UTILITY DETAILS - GENERAL 8 OF 16 SDP -3.2 UTILITY DETAILS - WATER 9 OF16 SDP -3.3 UTILITY DETAILS - WASTEWATER 10 OF 16 SDP -3.4 LI STATION EfiAIL 11 OF 16 SDP -3.5 PLAN & PROFILE (SEWER FORCE MAIN) 12 OF 16 TRO' LANDSCAPING L-1.0 L-1.1 LANDSCAPE PLAN, CALCULATIONS, DETAILS NOTES BUILDING FOUNDATION PLANTINGS (ENLARGED SCALE) 14 OF 16 15 OF 16 L-2.0 IRRIGATION PLAN T16 OF 16 SUPPLEMENTAL (6) SETS ARCHITECTURAL SUBMITAL PACKAGE SITE BOUNDARY & TOPOGRAPHICAL SURVEY C-4 C> 00 Cq 10 C) L_ ar E C ar > (IJ W LEGEND LEGAL DESCRIPTION * = BENCHMARK, SET PK NAIL AND DISK -"LB 6896" LOTS 1-4, BLOCK NO. 4, SUNNY A = FOUND 8d NAIL NO IDENTIFICATION TRAIL HEIGHTS, ACCORDING TO ---------------- - THE PLAT THEREOF RECORDED IN BEARING (P) = FOUND 5/8" REBAR - NO IDENTIFICATION PLAT BOOK 4, PAGE 43, OF THE 0 = FOUND I" IRON PIPE - NO IDENTIFICATION PUBLIC RECORDS OF COLLIER C I COUNTY, FLORIDA. .9 = SET 5/8" REBAR AND CAP - "D&W LB 6896" 6" x 6-0" CONC. CAR = FOUND 4" X 4" CONCRETE MONUMENT - NO IDENTIFICATION STOP (TYPICAL) SEE (M) = FIELD MEASURED DATA DETAIL SHT. SDP -1.2 (P) = RECORD PLAT DATA tU LA GRASS PAVERS @ PARKING SHOWNSPACES (TYPICAL OF = SPOT ELEVATION, NAVD 1988 9% = WOOD UTILITY POLE = CONCRETE UTILITY POLE =GUY ANCHOR = WATER METER LINE TABLE LINE BEARING (M) DISTANCE (M) Ll S89-56' 9.95, BUFFER ---------------- TR LINE BEARING (P) DISTANCE (P) Ll 0 30.00- I W = FIRE HYDRANT , SURVEYOR'S NOTES 1. BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF SUNNY TRAIL EIGHTS HAVING A RECORD BEARING OF SOUTH 01'05'00" WEST AS SHOWN ON THE PLAT OF RECORD. 2. NO UNDERGROUND IMPROVEMENTS OR FOUNDATIONS WERE LOCATED UNDER THE SCOPE OF THIS SURVEY. \P3. THIS PARCEL LIES I FLOOD ZONE "AE" BASED ON FEMA F.I.R.M. MAP PANEL 12021CO191H, DATED MAY 16, 2012. THIS PARCEL HAS A BASE FLOOD ELEVATION 9.0' (NAVD '88). 4. BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON THE RECORD PLAT AND LEGAL DESCRITION PROVIDED, NO SEARCH OF TH PUBLIC RECORD WAS PERFORMED BY THIS SURVEYOR. THERE MAY BE OTHER SETBACKS AND/OR EASEMENTS NOT KNOWN TO THIS SURVEYOR. 5. THE STREET ADDRESS IS: 808 WIGGINS PASS ROAD NAPLES, FLORIDA 34110 6. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). ELEVATIONS ARE BASED UPON TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION AND TRIMBLE REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) CONTROL NETWORKS. NAM VWVATION C=MATION (MC 3.05.0 DESCRIPTIONS ACREAGE (AC) PRE -DEVELOPMENT NATIVE VEGETATION 0.76 (AC) REQUIRED PRESERVED NATIVE VEGETATION .076 (AC) (10% OF PRE -DEVELOPMENT) NOTE: 1). PER COLLIER COUNTY LAND DEVELOPMENT CODE (SEC 305.07.H.1.F) THE OWNER/ DEVELOPER HAS ELECTED TO RETAIN THE ABILITY TO MITIGATE OFF-SITE, IN THE FORM OF A MONETARY DONATION TO CONSERVATION COLLIER FOR THE AMOUNT AS CALCULATED BELOW: AVERAGE COST FLUE DESIGNATED URBAN LANDS $225,191.00 PER ACRE: (DETERMINED BY CONSERVATION COLLIER) 0.076 AC X $225,191.00 = $17,114.52 (MONETARY DONATION) ENMONMNTAL CLEAMG NOM: 1). EXOTIC VEGETATION AS DEFINED BY COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BE ERADICATED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC ERADICATION (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE OWNER. 2). PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING NATIVE VEGETATION TO BE RETAINED SHALL BE IDENTIFIED. THE CONTRACTOR SHALL INSTALL ENVIROFENCE (OR EQUAL) BEYOND THE DRIP LINES OF THE PRESERVED VEGETATION AND ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGH THE DURATION OF THE CONSTRUCTION ACTIVITIES. RM=D FM FWW: PER TABLE 18.4,512 =1,500 GPM REQUIRED 11129/2016 FIRE FLOW RESULTS = 2,003 PROVIDED NORTH COLLIER FIRE CONTROL AND RESCUE DISTRICT Fire Prevention Bureau BOARD OF FIRE COMMISSIONERS Norman E. Feder, Chairman Bt Christopher L. Crossan, Vice Chairman os Margaret Hanson, Secretary -Treasurer James Burke � Ramon E. Chao im Richard Hoffman a; J, Christopher Lombardo a John 0. McGowan ........... - — - --------- .............. December 1,1 2016 Mr, Craig Stephens Cjulfcoast.Design Associates, Inc. 11338 Bonita Beach Road SE #102 Bonita Springs, FI. 34135 Email. Re: FlowTest @ Wiggins Pass Court - 808 Wiggins Pass Road (Flow Hydrant #No Tag - Static Residual Hydrant 4NoTag) The 'N,Toith Collier Fire Control and Rescue District has conducted a flow test at the above iocation. This also will serve. as an invoice and receipt in the aniount. of $100,00 to cover the cost of the test, �d-mb,- Pleasc , ake your check payable to North Collier Fire District and please reference the name of the Project on your check. Following are the results ofthe flow test: Z�7 Static: 83 Residual: 60 I otal Flow (.'WPM,- 1,163 Pitot: 12 x 2 Ports Time: 12-06 PM 11-29-16 20 PSI (3PM. 2.1003 If you have any questions, please do not 1-tes-i-itate to contact me @,, (239) 597-9227. gincerely, /L Eloy Ricardo Deputy Chief of Ulle Safety & Fire Prevention North Collier Fire District 6495 Taylor Road Naples, FL 34109 % (239) 597.9227 w Pax (239) 597-3522 m www,northcollierfirp,.com NOTE: 1. PAVEMENT DESIGN STANDARDS ARE BASED ON SUPERPAVE MIXES AND THE `FDOT FLEXIBLE PAVEMENT DESIGN STANDARDS" FOR PAVEMENT IN ROW N.T. 9.01"W"41112MM OUMOR SERVMG AM DETAL THE PROPOSED OUTDOOR SEATING AREA IS 120 S.F. AS SHOWN AND WILL ACCOMMODATE 8-12 SEATS (8 SEATS SHOWN). THERE ARE NO OUTDOOR BARS OR SERVING STATIONS PROPOSED. THE ENTIRE RESTAURANT WILL HAVE A MAXIMUM SEATING CAPACITY OF (34) SEATS, WHICH INCLUDES THE OUTDOOR SEATING AREA. • THE PROPOSED HOURS OF OPERATION FOR THE RESTAURANT WILL BE 10:00 AM -10:00 PM (12 HRS). THERE IS NO PROPOSED LIVE PERFORMANCE MUSIC OR AMPLIFIED SOUND WILL BE PROVIDED AS ENTERTAINMENT. REFER TO MAP BELOW WHICH INDICATES ALL RESIDENTIAL ZONING DISTRICTS OR RESIDENTIAL USES WITHIN A 2,500 FT. RADIUS. WWI— ................ CA, Dw_,N, P"JID d. C SS ROAD LW !GGINS 100,-0, R0,0 piGnT OF WAY rPUBLICLY MAWAIMD) EXT'G. PAVED WALK/PATH PAVED WALK/PATH 8-0 — ----------------————------—--————— A 0 25-0' FRONT YARD 15'-0" LANDSCAPE ,FE NOTE REGARDING N90-00'00"ff- 1724-.00'0 BUILDING SETBACK BUFFER CURVFCI** OHW— 'OHW 123.92' (Mr offW-Alb- OHW —OHW— OHW— OHW "I — ................ =� — — . L I 2_�� - N90°00 00"E 103.62'(P) N89o59'07"E 103.54' (M) TRELIEF OPN'G IN 6" CURB, (TYP. AS SHOWN) OVERHEAD POWER LINE (TYPICAL) 0 p p Q4 Q- 0 n 9 SPACESAil NG m ��STATION f— EVC P'R F_ "'-'"UTILITY EASEMENT 11 10'-O"LANDSCAPE TWO WAY TRAFFIC BUFFER ---------------- TR 15'-D'SIDE YARD BUILDING 0 SETBACK C I 30'R .9 6" x 6-0" CONC. CAR PROVIDE PERI IOUS SQUARE STOP (TYPICAL) SEE E :3 wa DETAIL SHT. SDP -1.2 tU LA GRASS PAVERS @ PARKING SHOWNSPACES (TYPICAL OF UNIT 101�UNIT 102 PROPOSED BU�IILDING OFFICE / RETAIL / REST. 7,246 S.F. TYPE 111-13 C(,iNST. UNPROTECTE1 SPRINKLERED TWO STORY F.F-E. - 10.0'N VD EXECUTIVE OFFICE SPACE ABOVE, UNITS 201, 202, 203 & 204 1'Vj 1Vj IF IFFUNIT 103 UNIT 104 t E� YN -T--�� PER CODE (TYP 11 (EXISTING, DUPLEX) 26R A TR SR PER CODE (TYP)l 0 25 R C I 30'R PROVIDE PERI IOUS SQUARE -E :3 E :3 wa 30'R tU LA GRASS PAVERS @ PARKING SHOWNSPACES (TYPICAL OF PARKING r 0 5R (2) SPACES 0 10' WIDE CROSSWALK W/ 51 R N 0 Q FR PAVER INSERT AND I'-0" 0 04 Pe WIDE BORDER C4 047 W po 25'R 24" WIDE STOP BAR I C4 is 1E, 0 Ln4� Ln R r4 0 E� YN -T--�� 10'-0" LANDSCAPE BUFFER 25'-0" FRONT YARD --4;1= BUILDING SETBACK OUTDOOR U -SEATING 120 S.F. Ilp . ............ AINTAIN 5' CLEAR HANDICAP ACCESSIBLE ROUTE AS INDICATED BY SHADED AREA GRINDER PUMP STATIONAND IN ACCORDANCE WITH PROVIDE 6'H. CHAIN LINK Tv x 6-0" CONC. CAR FBC ACCESSIBILITY 2012. FENCE W/ SWING GATES STOP (TYPICAL) SEE DETAIL SHT. SDP -1.2 25'R 2 SPACES R. 7 P25 10'x 20' LOADING 5'R 5'R I TRASH / RECYCLE 25-0' SIDE YARD 2' RELIEF OPNG. T, ENCLOSURE - SEPARATE BUILDING SETBACK IN V CURB, I (TYP. AS SHOWN) PERMIT REQUIRED TWO WAY TRAFFIC— 'R PER CODE (TYP 11 (EXISTING, DUPLEX) 26R A STOP SIGN (R-11_41 SR PER CODE (TYP)l 0 25 R C I 30'R sre -E :3 E :3 wa 30'R tU LA E IICYCLE PARKING r 0 5R (2) SPACES 0 10' WIDE CROSSWALK W/ 51 R N 0 Q PAVER INSERT AND I'-0" 04 Pe WIDE BORDER C4 047 W po 24" WIDE STOP BAR I C4 is 1E, 10'-0" LANDSCAPE BUFFER 25'-0" FRONT YARD --4;1= BUILDING SETBACK OUTDOOR U -SEATING 120 S.F. Ilp . ............ AINTAIN 5' CLEAR HANDICAP ACCESSIBLE ROUTE AS INDICATED BY SHADED AREA GRINDER PUMP STATIONAND IN ACCORDANCE WITH PROVIDE 6'H. CHAIN LINK Tv x 6-0" CONC. CAR FBC ACCESSIBILITY 2012. FENCE W/ SWING GATES STOP (TYPICAL) SEE DETAIL SHT. SDP -1.2 25'R 2 SPACES R. 7 P25 10'x 20' LOADING 5'R 5'R I TRASH / RECYCLE 25-0' SIDE YARD 2' RELIEF OPNG. T, ENCLOSURE - SEPARATE BUILDING SETBACK IN V CURB, I (TYP. AS SHOWN) PERMIT REQUIRED TWO WAY TRAFFIC— 'R PER CODE (TYP 11 (EXISTING, DUPLEX) 26R A STOP SIGN (R-11_41 SR PER CODE (TYP)l 0 0 P 0 C I 30'R 10'-0" LANDSCAPE BUFFER 25'-0" FRONT YARD --4;1= BUILDING SETBACK OUTDOOR U -SEATING 120 S.F. Ilp . ............ AINTAIN 5' CLEAR HANDICAP ACCESSIBLE ROUTE AS INDICATED BY SHADED AREA GRINDER PUMP STATIONAND IN ACCORDANCE WITH PROVIDE 6'H. CHAIN LINK Tv x 6-0" CONC. CAR FBC ACCESSIBILITY 2012. FENCE W/ SWING GATES STOP (TYPICAL) SEE DETAIL SHT. SDP -1.2 25'R 2 SPACES R. 7 P25 10'x 20' LOADING 5'R 5'R I TRASH / RECYCLE 25-0' SIDE YARD 2' RELIEF OPNG. T, ENCLOSURE - SEPARATE BUILDING SETBACK IN V CURB, I (TYP. AS SHOWN) PERMIT REQUIRED TWO WAY TRAFFIC— 'R 2'R 8 SPACES 10'-0" LANDSCAPE BUFFER 93 N90'00'00"E 124,00'(M) &, (P) ADJACENT PROPERTY cla C) 11 (EXISTING, DUPLEX) O A P 0 0 P 0 C I � - ZZ Z z sre -E :3 E :3 wa tU LA C Ln r 0 2'R 8 SPACES 10'-0" LANDSCAPE BUFFER 93 N90'00'00"E 124,00'(M) &, (P) ADJACENT PROPERTY cla C) ZONED C-4 (EXISTING, DUPLEX) A V GENERA PLAN NOTES: - A"COUNTY PE 1T TO PERFORM WORK AND/OR MAINTENANCE IN PUBLIC RIG WILL BE REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE PUBLIC ROAD ROW. • ALL PAVEMENT i ND MARKINGS SHALL ADHERE BY FDOT INDEX # 17346 • ALL SHRUBS AN GROUND COVER PLANTINGS WITHIN VISIBILITY TRIANGLES TO BEi MAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN ADDITION ANY TR ES LOCATED WITHIN THESE AREAS MUST HAVE A CLEAR TRUNK HT. OF AT LEAST 8'4'. • ALL SIGNAGE SH NLL BE PERMITTED AND APPROVED SEPARATELY. • ALL COSTS AND "XPENSES OF ALL REPAIRS, REPLACEMENTS, MAINTENANCE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITTED WITHA CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. I a cla C) 00 C9 El C I E sre -E :3 E :3 tU LA C Ln E Ln (U W 0- 0 Ln4� Ln r WlqGINS PASS ROAD Ioo�_o" ROAD RIGHT OF WAY rPUBLICLYMAUVWNED? o----------------- --------------30.0---- - - - - - - SIGHT VISIBILITY TRIANGLE - li - i ! N90°00'00"E 1240.0_1P)_ _ "SEE NOTE REGARDING - -_ CURVECI"� ' I . OHW-- . _...- . -._..OHW N89°59'07"E 123.92'(Mr _ - - - - _ - oHw -70HA o Hw_ _ - - - _ oHw- oxw- . - . - N90°00'00"E 103.62' (P) OHW 1 L I N89°59'07E 103.54' (M) 10 z I M II ( EA O W Lz7 16,5 3 " I 91% SETBACK F C. Lj R I 2 R 3.51 9.0 .0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 j i h,i� o -- - GENERAL PLAN NOTES: 2.0 `� ADDED PER IT TO PERFORM WORK AND/OR MAINTENANCE IN DRIVE ISLE DIMENSIONSHT-OFIWAY"WILL BE REQUIRED PRIORTO PERFORMING ANY IN TH PUBLIC ROAD ROW. 5'R ENT ?D MARKINGS SHALL ADHERE BY F➢OT INDEX #17346 BS AN GROUND COVER PLANTINGS WITHIN VISIBILITY 11.0 9.0 9.0 90 90 12 9. 25'R 24.0 16.5 10.0 60.0 TOB MAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN 1 .O o 8.0 10.0 cso ADDITION ANY T ES LOCATED WITHIN THESE AREAS MUST HAVE A (I CLEAR TRUNK HT. OF AT LEAST F-0". o I o e ALL SIGNAGE S L BE PERMITTED AND APPROVED SEPARATELY. a' 6 ALL COSTS AND XPENSES OF ALL REPAIRS, REPLACEMEN I S, II MAINTENANCE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS i i f PERMITTED TED WITH A CUE SHALL BE THE SOLE FINANCIAL I _ q RESPONSIBILITY F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. i 5.0 UNIT 101 UNIT 102 I (C� PROPOSED1 BUILDING � � � 2S' R OFFICE / RET IL, / REST. a. II G a I 7,246 S.F. -30'R o TYPE 111-B C NST. - N UNPROTECTE f - r' `'� .' 0. m 1 SPRINKLERED _ 5'R asses>a ! ci m I "I I TWO STORY { V) m -131 �I F.F.E. - 10.0'N VD 25'R o IE .01 I 48.0 5.0 {� 5,5 22.0 - 50.0 �q THROAT D =UNITS E SPACE ABOVE, 0 3 3 2, 203 & 204 �' n q q E cm) o REV. UNIT aa-. � � � � � � � �� I� NUMBERS { (TYP.) } 25'R - J 10' SIG T VISIBILITY TRIANGLE u, �'• a REQ UI DAT PROJECT ENTRANCE Q ,n o so<o=o, PER SECTION 6.06.05 (B), COLL COUNT( L.D.C. (TYP. BOTH SID 1 S) I.0 lid. T - j UNIT 104 (� i z` 30.0 30.0 g I{ a I rn cy 44.0 6 3� I � $Ral f NN �- - li t f� .- 1 l�I c+7 i Lo �� p cc I I f 3 CD-�'------ I i I o I I � N I i'• � Lam` 25'R I 1. .0 8.0 :0-1 9_0_ 12.0 5U 9.5 24.0 a 16.0 N © ADDED I h N DRIVE ISLE DIMENSIONS _ 0 I 8.0 R .0 9.0 9.0 9.0 9.0 9.0 -9.0 05 8.0 2.0 16.0 .5 10.0 3.5 5.0 0 3 I 1.8-� I I �-� � � 2'R - CD ® 3 N90°00'00°E 124.00' (MI :1 (P) I 11 I it ! ADJACENT PROPERTY ZONED C-4 (EXISTING, DUPLEX) i I i I i i o 0 N G7 t7, zj LD 0 w pT N O 6'-Q" 114" TOOLED CONTROL JOINT �- �_ WHITE LETTERS AND SYMBOLS 3/4" EXPANSION JOINT 9„ PRE -CAST CONCRETE CURB 911 ON BLUE BACKGROUND - Saga No FTP -22-06 Public Sidewalk � PAWNG BY WORDED: "PARKING BY DISABLED EE and PTP -22-06 Curb Ramp Sags No FTP -21-06 PEWIT DISABLED PERMIT ONLY ONLY a1 and FTP -22-06 r. O -- $250 FINE SIGN Sidewalk Sidewalk P LL �-- 3-1/2" X 3-1/2" WHITE - .mom iMESF/.Fa # 5 REINF. BARS TYP. ALUM. POST 1N/ SIGNS - m 6" White ('Ty � Fl� � ' THRU BOLTED 186 6-6" 6--6- 9, ` PLAN DIM. PLAN DIM, 3-6" White Chevrons 611 ' Equally Spaced Per A sae. q ;� p �, 114" TOOLED CONTROL JOINT 2.7 S, f , 41t4.53s.f. .. -dam 6 u, Z 2112" (2) #3 REINF, BARS PAVING PER PLANS {5'-6" LONG' 1; r '� • . () ' : , 0 1 t i- 1 3/4" EXPANSION JOINT vUF IiT w �I 0 s I 0 s 1 l , P 66 Use of pavement S'r7PbC?l lr1 aCCOSSIl = q O�v B; — — -- -- — — Imo! I I-1 ISI I I- -1 I - _I• `14 1 I ;1 I 8" DIA. CONCRETE SURROUND , ,. ,. •. rg )y �ppf ggy®p'¢ used g.. yp �`-,p . optional, parking spaces r optic 9,, YY hen Avt e4,r1 the (� - j� -I... �t 1 I_®1 [ 1�1 [ 6 1 8 [ . . 8.+�0 1 Ie_ r -.[ AROUNDCOLUMN p� � [ 1'I 5 ' AROUND PIPE COLUMN symbol shalt be 3 of S` high and white in color. �� `� t2) � REINF. ��[RS _ % UNIVERSAL CTI 51-0" f 51-011 OF ACCESSIBILITY# PROVIDE ONE SIGN PER HANDICAP STALL ICA L N.T.S. I N.T.S. L N.T.S. I I N.T.S. I N.T.S. 4'" REINFORCED CONC, SIDEWALK 4" REINFORCED CONCRETE SIDEWALK WIDTH PER PLANS PLANTING AREA PER 4". REINFORCED CONC. SIDEWALK BROOM FINISH SURFACE SCORE LINES AT 4'-0" O.C. AND EXPANSION JOINTS AT LANDSCAPE PLAN 811 EASE EDGE 1/2'I 12'-0" O.C., AND WHERE SIDEWALK ABUTS A EASE EDGE 1/2'I ASPHALT PAVEMENT AND SUB -BASE WALL OR OTHER STRUCTURE �" PLANTING AREAS PER 4" THICK CONC. WITH W 6 X 6 W1.4 X W1.4 WWF CAST IN PLACE CONC. CURB EASE EDGE 1/211 LANDSCAPE PLAN a AT CENTER ON 4" LIMEROCK BASE - 4 �-' A PAVEMENTAND -ASPHALT .� . SUB -BASE �, ; T PAVEMENT ASPHAL A'EIE Ah�L SUB BASE - 1 0 0 I I Ii�Fai I I J� . -I E� P I , n ROCK BASE- „ I .., 1 ll� V+1/MIN. LBR OF 100 1 •-T— III ��I 4 4 n n 4 4 II[ �.,�,�,. �.. I �. � � � 511 to 48 r �'F P3" '—."'•-8.1 1 III III I I k i I I ---I I t- III —1 S" f�'" NOTE. SIDEWALK CROSS SLOPE CANNOT EXCEED 2% I L I N.T.S. DETAIL N.T.S. I N.T.S. I I N.T.S. N.T.S. (2) 1 " LIFTS OF TYPE "SP -9.5" _ CONIC. SIDEWALK MINIMUM 2" (2-1" LIFTS) OF TYPE "SP -'9.5" ASPHALTIC CONCRETE ASPHALTIC CONCRETE SEE DETAIL THIS 101-311 SHEET On RThat Are Perpendiculaar With The TIGHT COMPACTED NOTES: Curb Lure, The ern ll Be rn--Erne ( • - '. ': •:. .' :• -'' •• l�� with The Drt'elron Of Travel. R n. In Curta On A rs, The tae ��yy p� C �yy� MINIMgyUp COMPACTED L(MERO�-CqK B M O" Cil' ASE(LBR 100) SAND FILLS JOINTS TRUEGRID CAN = - ANY HARD SC.APE WHEN TRANSITONING i� FROM EXISTING OR NEW CONSTRUCTIO TO ' •' . , .. 9 `. ' • , '�' , "4. , , ..�: • • • '® " - ;• : 'y �, . �" . • : 2-4LUaLntersecting Pattern Shull Be l!`r`LjCre wrrtn The Direction Of Tlirt9 el To TPreA'teirt %Pe Edge Of het bPe MATERIAL, EXTEND 6" PAST EDGE OF PAVEMENT IP �q--y yp� �/ g�--�g`{[ �{��q 1SAND `-°'`" , ADTRUEGRIDILY INSTA OL IIIRED WITH S TYPICALLY EXCAVADTED DOWN TO MSYSTEM WHEN ATCH THE TRUUILDING UP OGRID SURFAEXISTING REDE. WITH EXISTING GRADE. ADDITIONAL EDGING -S NOT NECESSARY FOR FUNCTION. THE TRUEGRID PAVER WILL CREATE ITS OWN EDGE AND THE SURROUNDING GROUND WILL. ENCASE THE 3/8" THICK STEEL , . , .'' i " iii [} SETTING BED TRUEGRID PAVER AND BASE MATERIAL. BASE PLATE ' ' ' • • f '• ° • wom P ADDITIONAL EDGING IS ONLY FOR AESTHETIC REASONS WREN EXCAVATING BELOW EXISTING GRADE ASTM A 36 = "' .' �.'' ' . :.'.+:: �' ;• t� 17N �rEr ry c •� 12" STABALIZED BASE EXTEND 12" PAST EDGE OF PAVEMENT ` '11-P11111 3 NO STAKING NECESSARY WITH TRUEGRID. • _ .. . '„�7 •' " i 01 8 ,Iyli��y/i 1:2 n �� _li�,,ll tl�� I/II�� /l ilk �� lI IIS /I II��_ll��_,�ll��li��ll�� _/I�II�� <\�/i<y/icy//�yb�\�r 0/<\�li�\�/iCyri�y/icy/i<\�r'\\r'\� �\ \ '\ '\/'\\/'\\/'Olay/i�\�/icy/:y/�\y/�y/i<y/<y!'\\r' /11��_,� hll�-. III��_!/II��!/11��//IIS ll� !/11�i NII�i��pll��/111��,_r/Il��r/II��!/I{��// TRUEGsRIDBLOCK REPERENICEVIE W SUB -RASE p . , •, ;. '.' '•.. 1-1/2 SCH.40 PIPE : '' .. �,.•• T �atare l�rt roP e �S ��ll S '4�-i�-i�-G _G �_��=�i_�i �i_�i .,i=� _ i� �i -i i_�i=i �_i i=�'-G� 4'_i' -i �_� --'--'- - -'- - -- -- py/i0\�/i��\�qp y/i��\�qo y/r�\�00\�/i �Cy!/Oy//��ypJ \lli��yp�C\�/i��\ <\ /i�<y/I��\ /i�<\�pO yli��ypO\ //oy//O\/i0\�/fOy//c\ld0\�/i�<\�li�\�/i< TRUEGRID PERMEABLE ,--TRUEGRIDFLL PAVNG5YSTEM MATERIAL f.B"oePiH ,.. RECESSED FROM ,-.CONCRETE . • •. ., .. •. ASTM F 10B3 : :. ..' , ' : .. ¢ _ CONCRETE OR ASPHALT C . __ -- — -- -- — PLAN -T '00 _ t 1-1/2" SCH.40 PIPE ASTM F 1063 r dmw arP e1� � rrrrrrrorce�rr of The tops width of theod l_.!'- �` °' • = ° ; 3P6 THICK STEEL ande rrr�rr of X of the bose I�P[ameter . r TIL III III I II III TIL III III III I H111 H111—HIE-41H 111H I I � , < , _ > BASEPLATE _ R � -- — � - — � _iiiii— .� — — i i ii -,, � >✓ (r �{ {> ...� ASTM A 36 P" I ,1 t II 1 n 3 -4 1-6 1-3 1 6 � 3 " I I'I I I'I I I I III®I I I I— I I I I I I III I I H -to-ase rang sh®Pl be �. tnlsltam between ®I 1 �I ® s I I I-1 J I 111 I I I i I I I I I III III III III I INJIt�VIJ �"' LINIEIZC�CI� �-- �- �• �_ I' 1 1 i i 1 a a 1 $ I' I ( �(" I ` ° ' " " , ' ' ` I pp (�//'�� 1`ti-1 Cl l..l AGGREGATE BASE (L� ) : COMPACrEO SUBGRADE SECTION All Sidewalk Curb Shell Have Detectable Worcs Surfaces T Ext The Full �"r Of The laa The reel Parr Of Travel fthes s r 3 The Of orb. NOTE, �• p rte, 1" 3T/"e�LIEI!BASE I I I _ I IIu I I ,nI I I II 1 I -In I -CONE, DETAIL - SEE DETAIL THIS 1. PAVEMENT DESIGN STANDARDS ARE BASED ON SUPERPAVE MIXES AND THE SHEET "FDOT FLEXIBLE PAVEMENT DESIGN! STANDARDS!' FOR PAVEMENT IN ROW. TRANSITION T EDGING DETAIL N.T.S. PARKINGBICYCLE I N.T.S. L I N.T.S. " . . T I N.T.S. � .. '�'" " .. N.T.S. 1/2',(1/2" —STUCCO BANDING W/ SLOPED TOP I3'-5" FOR DRAINAGE, w/ SMOOTH EL. + 6'-0" T.O.W. STUCCO FINISH 900 003 ---TOP HEADER COURSE. FILL SOLID w/CONCRETE (3000 PSI) w/ (1) #5 �7 STEEL REINF HORIZONTAL CONTINUOUS. S" STUCCO BAND ;I '. -- ABOVE ,E (2) 6" DIA. STEEL--� i PROVIDE CONTROL JOINTS AT 50'0.C. BRG PRESSURE 2,500 PSF, VERIFY IN FIELD PIPE BOLLARDS FILLED COVED TOP, NUNTED ' METAL DOORS —� 8" STUCCO BAND Cv. FRAMF, _. \ / 8 " STUCCO BAND. 5/g'"THICK --- 8' STUCCO BAND, /g'TAICk W 1/2"TEXTURED STUCCO .. FINISH (EXCEPT SMOOTH J_ STUCCO SANDING) 8" s 16" CONCRETE BLOCK w/#S O GRADE 60 IN FILLED CELL 2000 PSI GROUT) J TR.A.S�T I FI,EV PER APRVD. SDP/DO O RECYCLE �i', a I --... �-� -- - — _ : -- -_ __. _ �.._._�..._ i z EXTEND VERTICAL S'rEEL FROM FOOTING G: STEEL BELOW AND INTO HEADER BLOCK FILL CELL SOLID 6' cur c. SLAB - 3000 PSI W/ 6x6 RR AXW 1.4 WWF OR of EIBERMESH ADDITIVE OVER. H 8" CMU STEEL ABOVE w/ MIN. 9" HOOK OR BEND a O W/( tl 45 VERT- 4'-0" O.C. * VAPOR ON I FOOTING & MINIMUM 48" LONG VERTICAL, (ru (TYP.) 6 MILL BARRIER " MECH. COMPACTED FILL. 8" CN — BAR LAPS. SPACING TO BE a 4'-0" MAXIMUM. PROVIDE DURO-WALL REI:NF. a! ALTERNATE ..... _ n OPTIONAL, VERIFY w OWNER COURSES { / ) 8" - 12:-0" 8" 6'-8" 8 STEEL BOLLARD SAFETY , i In iD APPROX. --- APPROX. —( 6" DIA. SCH. 40 GALV. STEEL PIPE FILLED WITH TYPE I1 CEMENT, w $" cm0 --------12'xi6" CONE. F 'G. w; — — �) �j — 2i "s RODS. CONT. TYPICAL - L Lh—A GRADE GRADE 2,500 PSI CONCRETE. FIELD PAINT1, I o w/ TWO COATS OF REFLEC'T'IVE v "SAFETY YELLOW" EPDXY PAINT I -- - i -6" CONC. SLAB w/6X6 Lai) L COMP Cl E:DF3,ON- TOPOFFOOTiNG - r ---------- .-. ''I -, - • :�. • „ ,. .a 6" DIA. STEEL PIPE -� i `-6' DiA. STEEL PIVE BOLLARDS FILLED % '`� ! BOLLARDS FILLED WITH CONCRETE WITH CONCI2E;r=. L UMPSTE FRONT ELEVATION NOT TO SCALE DUMPSTER SIDE ELEVATION DU PSTER REAR ELEVATION NOT TO SCALE 12"S 16" THICKENS Y COVEDTOP, � / COVEDTOP, PAINTED PAINTED NOT TO SCALE JJ .� W/• :. (2) #5 0, CONTIN COMPACTED FILL .d NOTE: v. 7 _.. METAL DOORS& FRAME, PAINTED THIS STRUCTURE HAS BFF,N DESIGNED IN MIN. 9" HOOK OR BLB 1'-0" - ( I ACCORDANCE WITH CHAPTER 16 OF THE 2014 FBC STH EDITION FOR DEAD AND LIVE LOADS Ac PER REQUIREMENTS OF ASCE 7-98 (OPTIONAL) STEEL FOOTING BBOLLARDEEP ND ..� o 10 DUMPSTERI RECYCLE FLOOR PLAN s NOT TO SCALE SECTIONTRASH ENCLOSURE WALL N.T.S. TRASH/RECYCLE ENCLOSURE PLAN N.T.S. TRASH ENCLOSURE FRONT ELEV. N.T.S. TRASH ENCLOSURE SIDEN.T.S. TRASH ENCLOSURE REAR ELEV. N.T.S. N O � N L 43 L J n, EE a1 [tea ti 0 EE .Li t1� e=1 P ElQ�1 WATER MANAGEMENT DESIGN CALCULATIONS NEW GRADE ELEVATIONS PROPOSED GRADE ELEVATIONS SHOWN ON BOUNDARY SURVEY PROVIDED LAND USE CHART TOTAL SITE AREA = 33,094 S.F. = .76 ACRES = (100%) TOTAL BUILDING AREA = 6,419 S.F. = .15 ACRES = (19.4%) TOTAL PERVIOUS AREA = 10,163 S.F. = .23 ACRES= (30.7%) TOTAL IMPERVIOUS AREA = 14,494 S.F. = .33 ACRES = (418%) DETENTION AREA = 2,018 S.F. = .05 ACRES = (6A%) ELEVATION DATA AMOUNT OF PROVIDED DETENTION = 4,446 CUBIC FEET FINISHED FLOOR = 10.0' NAVD CONTROL ELEVATION = 5.25' NAVD 10 YR/ 24 HR = 7.62' NAVD 25 YR/ 72HR = 8.06' NAVD 100 YR/ 72 HR ZERO DISCHARGE = 9.95' NAVD WATER QUALITY DESIGN 1.) CALCULATION FOR 1" OF DRY PRETREATMENT cv 1 = (1" ).083 X 33,094 S.F. = 2,757 CUBIC FEET 2.) CALCULATION FOR 2.5 X PRECENT OF IMPERVIOUS % OF IMPERVIOUS IS 14,494 (Impervious Area) / (33,094 - 6,419 (Total Site - Bld'g.)) = 54.33% 2.5 x 0.54 x 33,094 S.F. (Total Site) x (1/ 12) ) = 3,724 CUBIC FEET 3.) BECAUSE A DRY DETENTION IS BEING USED, A 25% REDUCTION IS ALLOWED 3,724 C.F. X 75% = 2,793 CUBIC FEET THE REQUIRED DETENTION IS 2,793 C.F. X 150% = 4,189 CUBIC FEET AMOUNT OF REQUIRED DETENTION = 4,189 CUBIC FEET AMOUNT OF PROVIDED DETENTION = 4,446 CUBIC FEET GENERAL WATER MANAGEMENT NOTES: v cu [g ALL CONSTRUCTION METHODS AND MATERIALS MUST COMPLY U u Y WITH THE COLLIER COUNTY LAND DEVELOPMENT CODE. M.E.S. #3 PER DIRECT ALL RUN-OFF TOWARDS DRY RETENTION AREAS F.D.O.T. FY 2017-18 NOTE: THE PROPERTY OWNER IS RESPONSIBLE FOR THE DESIGN STANDARDS MAINTENANCE OF ALL WATER MANAGEMENT AREAS INDEX NO. 272 i VARIES 4t-01" 4'-0" CONTROL ELEVATION 5.25 N.A.V.D. --------------------------------------------------- 3:1 ----------------------- --- -------------------- 3:1 SLOPE REQUIRES ORNAMENTAL GRASS - SOD OTHER AREAS 3:1 SLOPE REQUIRES ORNAMENTAL GRASS -SOD OTHER AREAS CSD CURB CUT 581-0" A MM F.F. +ai _ _KIGGINS PASS I00' -W .ROAD? RIGHT OF WAY rPUBLICLYMAI71'?`,�IIdE17 ) y5 _TD __ _M.E.S. #1 PER -- - - - - - -- - } F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. s +y5 +y� INV. @ 5.0 N.A.V.D. +ya I I N90 -00'00" t- i2 00 (P) / -SEE NOTE REGARDING N89°59'07"E 123 92' (M) - _ I'll,- - - axur CURVE CI"� O'4W 03 - . - . - �. OHW - . --- . 0Hw-_ . - .oxw c - . oew ® ° - -L N90'00'01 " Iv 103.62' (P) 1 t N89'59'0', "E 103.54' (M) 22 LF OF18"0HDPE � -T-.._. -....-----_--- .-------------------- INV. @ C.S. #i = 5.25 li I , - , / C.S. #1 SEE INV, D.DEI'LTHIS--- _ _ .4A4----------------�-- -' SHEET T C.F. / I 8.5'� Y II q I 22 LF Of 118" 0 HDPE I I I I i INV.= 25' x $6' x 1.5' ) j` ' PROVIDE (2) 24 DIAMETER I; -� MANHOLES IN PRECAST f DRY DETENTION VAULTf I UNDER PARKING, 4 / CONCRETE VAULT TOP FOR ` MAINT. AND INSPECTION F ��i 18.3 BOTTOM @ 6.25 NAVD f i ( � � �' i PURPOSES OF PROPOSED �ri 3,225 C.F. OF STORAGE 1 i t, _ ,.5_;! ;>tI/� ,:4 DETENTION VAULT, (TYP) it I 0 1 I 0I r T-=-- ----------� _._ _ _ - ==-----=---=----=J 1�i I f i I (I l 9 57 9.83 I Al i(° I ----------------- 3 I I I II iUNIT 101 UNIT 102 I I� 187 LF OF 18 0 i I FABRIC FILTER WRAPPED ; PROPOSE BUILDING 0 8 5' .R PERFORATED HDPE PIPE ( l ;i p OFFICE / RET IL / REST. (330 C.F. OF STORAGE) r ! 7,246 S.F. TYPE 111-B CC NST, G I i ° UNPROTECTE SPRINKLERED ° t 8.85' (� y I I i TWO STORY 0.0'N VD 11 I ii I I I 60 LF OF 12' 0 HDPE W/ w EXECUTIVE OFFICE SPACE ABOVE, ° I ' ° GRATED INLET EA. END I t UNITS 201, 202, 203 & 204 9.4' INV. @ 7.6 N.A.V.D. 9.1' C4 Rte, Q N III I l 1 I 1 I 1 i I S I I C) i8.75' 875' qQ 0, ; U) I 9.3' 9.0' II ti ° - 1 N.T.S. r i'-4" 2'-8" F-4" ro 3' ORIFICE w RIP RAP 2" . 8" I 4'-0" 1 8", 2" 1a.o6" CONCRETE CURB 6" CONCRETE CURB $.z � PLAN VIEW 9 83 USF 6210 D.B.I. SIDEWALK 9.33 7.2 C.I. FRAME & GRATE 1-1/2" RECESS 8.5 _ INV. 8.06' �.- --_ 7.2 i _ N0. 5 BARS @ 8" O.C. 5.8 VARIES 6.5 VARIES 8,2 INV. 5.25 18" HDPE � 3" ORIFICE �------------------------------------------ INV 5.25 o CONTROL ELEVATION 5.25 N.A.V.D. FLOW I F-8" 1 8" 1'-8" rT- 5'-4" SECTION A rn C +0' � I �r 1 1 I iI UNIT 103 l 0 m 0 0 8.5'vN "0 y'4 p = W W 0 0 ( lo- n- °° 9.3' 60 t °- ----i ------ - -- ---- I I z o 1 9.67 I 9.83 -- °I C)F. I (+0 t I--- 9.5 2 3 ! 88 LF OF 18" 0 8.5' I 1 12" 0 GRATED INLET s I FABRIC FILTER WRAPPED INV. @ 7.6 N.A.V.D. @ a PERFORATED HDPE PIPE �' j (156 C.F. OF STORAGE) 8 8.3 8.5 8.3' y05 a s +bp I +61 3 yp N90° o'00"E 124.0 ' (M) I- (P) - I� tI 7.2 NAVD RIP RAP i i EXTEND EXISTING 18" RCP 18', CONNECT TO NEW M.E.S. #2 PER F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. 272 INV. @ 5.0 N.A.V.D. I OHW - ' - . --_.. ..OHW- _'-A" 88 LF OF 15" 0 DR 9 - PR 200 HANDICAP CURB CUT PER F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. 304 (TYP.) I � 65 bh )6`d 18" SQ. GRATED INLET, TOP @ 8.2 N.A.V.D. W/ 36" CONC. SURROUND, TOP @ 8.3 N.A.V.D. SLOPE EDGES DOWN TO TOP OF GRATE + 1 ADJACENT PROPERTY ZONED C-4 ; + (EXISTING, DUPLEX) e A M.E.S. 44 PER F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. 272 INV. @ 5.8 N.A.V.D 6 6I 5 b'l 4 t 3gi i 0 cv 1 GENERAL PLAN NOTES: c ° A "COUNTY PER IT TO PERFORM WORK AND/OR MAINTENANCE IN �> PUBLIC RIGHT- WAY" WILL BE REQUIRED PRIOR TO PERFORMING ANY 0 WORK WITHIN TH PUBLIC ROAD ROW. ° ALL PAVEMENT I ND MARKINGS SHALL ADHERE BY FOOT INDEX #17346 m ALL SHRUBS ANT GROUND COVER PLANTINGS WITHIN VISIBILITY TRIANGLES TO BEi MAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN v cu [g ADDITION ANY TPJES LOCATED WITHIN THESE AREAS MUST HAVE A U u Y CLEAR TRUNK HT. OF AT LEAST F-0". M.E.S. #3 PER m ALL SIGNAGE SH ALL BE PERMITTED AND APPROVED SEPARATELY. F.D.O.T. FY 2017-18 � t; DESIGN STANDARDS ALL COSTS AND ' XPENSES OF ALL REPAIRS, REPLACEMENTS, INDEX NO. 272 MAINTENANCE ANS RESTORATIONS OF ABOVEGROUND IMPROVEMENTS INV. @ 5.7 N.A.V.D. PERMPITED WITH A CUE SHALL BE THE SOLE FINANCIAL `_ RESPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. _'-A" 88 LF OF 15" 0 DR 9 - PR 200 HANDICAP CURB CUT PER F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. 304 (TYP.) I � 65 bh )6`d 18" SQ. GRATED INLET, TOP @ 8.2 N.A.V.D. W/ 36" CONC. SURROUND, TOP @ 8.3 N.A.V.D. SLOPE EDGES DOWN TO TOP OF GRATE + 1 ADJACENT PROPERTY ZONED C-4 ; + (EXISTING, DUPLEX) e A M.E.S. 44 PER F.D.O.T. FY 2017-18 DESIGN STANDARDS INDEX NO. 272 INV. @ 5.8 N.A.V.D 6 6I 5 b'l 4 t 3gi i 0 cv 1 00 t c 0 0 0 v cu [g .r, a U u Y � t; E a � N a oil t i M rl- CD e 0 1.) ELEVATIONS ARE REFERENCED TO NAVD 88 2.) ALL WORK TO BE DONE IN ACCORDANCE WITH THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS, (LATEST EDITION), COLLIER COUNTY LAND DEVELOPMENT CODE AND UTILITIES STANDARDS, SPECIFICATIONS & PROCEDURES. 3.) THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND CONTRACT DOCUMENTS, AND SHALL CONDUCT HIS WORK IN STRICT ACCORDANCE WITH ALL PERMITS AND APPROVALS OBTAINED FOR THIS PROJECT. 4.) ALL MATERIALS, DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR. 5.) THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK WITHIN SUCH AGENCY'S JURISDICTION, 6.) STATIONING IS BASED ON THE CENTER -LINE OF THE ROAD. 7.) PRIOR TO COMPACTION OF SUBGRADE AND PARKING PAVEMENT CONSTRUCTION, ALL SUBSURFACE CONSTRUCTION SUCH AS WATER LINES, SEWER LINES, PUBLIC UTILITIES, AND STORM DRAINAGE MUST BE COMPLETED, 8,) THERE SHALL BE AT LEAST 10' MINIMUM HORIZONTAL 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER & SEWER, AND WATER & DRAINAGE PIPES. 9,) ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM OF 30" OF COVER AT ALL TIMES. WATER LINES AND FORCE MAINS SHALL HAVE A MAXIMUM OF 48" OF COVER. 10,) ALL CONFLICTS OF WATER LINES OVER OR UNDER GRAVITY SEWER LINES AND UNDER RCP DRAINAGE LINES SHALL BE AWWA HDPE DR 9 - PR 200 OR EQUAL FOR 10' EACH WAY OF CONFLICT. 11,) ALL VALVES MUST BE PLACED OUTSIDE OF PAVED AREAS. 12.) ALL PRESSURE LINES (WATER, SEWER & IRRGATION) . SHALL BE DEFLECTED AROUND CATCH BASINS TO MAINTAIN MINIMUM 5' SEPARATION, 450 BENDS SHALL BE UTILIZED IF NECESSARY. 11) FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH THE L.D,C. OF COLLIER CO. OR NFPA REGULATIONS, LATEST REVISION, WHICHEVER IS MORE RESTRICTIVE, AND MEET THE APPROVAL OF THE LOCAL FIRE CONTROL DISTRICT. PAVEMENT REFLECTORS SHALL BE LOCATED AT THE CENTERLINE OF FINISHED PAVEMENT OPPOSITE EACH HYDRANT. 14.) ALL HDPE WATER MAINS 3" OR LESS SHALL BE AWWA 0901 DR 11 - PR 160, UNLESS OTHERWISE NOTED. 15,) ALL TEMPORARY BLOWOFFS ARE TO BE REMOVED AFTER SATISFACTORY BACTERIAL TESTING IS COMPLETED AND THE CONNECTION IS MADE TO THE EXISTING WATER MAIN. 16,) ALL WATER MAINS MUST BE FLUSHED AND DETERMINED TO BE BACTERIOLOGICALLY CLEARED BEFORE CONNECTIONS ARE MADE TO THE PROPOSED WATER DISTRIBUTION SYSTEM. COLLIER COUNTY COMPLIANCE SHALL APPROVE AND WITNESS FINAL CONSTRUCTION, 17,) ALL WATER SERVICES SHALL HAVE "3M" MARKERS AS REQUIRED BY CODE. CONTRACTOR SHALL INSTALL "3M" MARKERS ALONG WATER SERVICE FROM MAIN CONNECTION TO WITHIN SOF BUILDING. - 18,) TEMPORARY BACTERIOLOGICAL SAMPLING POINT &, FIRE HYDRANT REQUIRED AT THE EXTREME TERMINUS OF DEAD END OR CUL-DE-SAC WATER LINES, PRIOR TO INSTALLATION, A FULL BORE FLUSH IS REQUIRED, FLUSHING ASSEMBLY IS THEN REMOVED BACK TO THE ISOLATION VALVE. A SPOOL PIECE WITH MIN. T AND MAX, U LENGTH CONTAINING THE PERMANENT BACTERIOLOGICAL SAMPLING POINT IS THEN INSTALLED WITH THE HYDRANT ASSEMBLY FITTED TO THE END, COORDINATE WITH COLLIER COUNTY COMPLIANCE FOR WITNESSING OF ALL FULL BORE FLUSHING OF SYSTEM. 19. A TEMPORARY BACKFLOW PREVENTOR MAY BE REQUIRED BY NORTH NAPLES FIRE CONTROL DISTRICT IF CONSTRUCTION WITH COMBUSTIBLE MATERIALS COMMENCES PRIOR TO THE ACCEPTANCE OF THE WATER MAIN BY COLLIER COUNTY UTILITIES. A METER AND BACKFLOW DEVICE SHALL BE INSTALLED FOR ALL FILLING & TESTING. SIZE WILL BE DETERMINED BY DEMAND NEEDED, 20.) ALL SEWER LATERALS SHALL EXTEND TO WITHIN 5 OF BUILDING AND BE CUT FLUSH WITH FINISHED GRADE (ASPHALT), NON -ASPHALT SHALL BE 24" ABOVE GRADE. EACH SEWER LATERAL SHALL BE MARKED WITH A "3M" MAGNETIC MARKER FOR FUTURE LOCATION, 0 OTHERWISE NOTED. „ DE. UNLESS SLOPE MINIMUM PER PLUMBING CO 21.) ALL 4 ASTM D3034, SDR26 PVC SANITARY SEWER (S.S.) SHALL HAVE A 1,0 /o E FROM ALL R TO CENTER OR 5 CENTE ON MAINS AND LINES SHALL BE HORIZONTALLY LOCATED A MINIMUM OF 3 WALL TO WALL IRRIGATION 22. ALL it ) LY 18 FROM ALL MAINS. L FROM ALL POTABLE WATER MAINS AND VERTICAL MINIMUM 3 WAL L TO WAL MAINS AND A MIN. FORCE AND EFFLUENT MAINS SHALL BE PLACED ABOVE ALL FORCE, EFFLUENT AND IRRIGATION MAINS, IRRIGATION LINES SHALL BE PLACED ABOVE ALL FORCE MAINS. 23.) ALL W TER D SEWER DIPS SHALL USE DR9 - CR 200 PVC WITH RESTRAINING GLANDS. ROAD LLC, MAINTAINED BY WIGG INS PASS 24.) ALL ONSITE POTABL WATER, IRRIGATION WATER &SEWER FACILITIES SHALL BE OWNED & > 25.) FOR PVC PI ES 3" OR LESS, SHALL MEET THE REQUIREMENTS OF ASTM D-1785 (EITHER SCHEDULE 40 OR 80) OR ASTM D-2241, 26,) FOR PVC PIPE SIZES 4"48" SHALL MEET THE REQUIREMENTS OF ASTM D3350 OR AWWA C900 & C905. 27.) FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO AWWA C-502 (DRY BARREL) STANDARDS, 28.) ALL COLD -WATER -METERS -DISPLACEMENT TYPE, BRONZE MAIN CASE, SIZE 1/2" THROUGH 2" SHALL MEET THE REQUIREMENTS OF AWWA C700. 29,) ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM WITH NFS STANDARD 61. 48 HOUR NOTIFICATION NOTES: x PROVIDE 48 HOUR NOTIFICATION TO COLLIER COUNTY FOR INSPECTIONS SERVICES FOR UTILITY CONVECTION. THE FOLLOWING G INSPECTIONS ARE REQUIRED PER ORDINANCE 2004-31 SEC, 9.4.2.2, A) HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS LINES GREATER THAN 4",* B) MASTER METER AND BYPASS PIPING. C) JACK AND BORE CASINGS, HORIZONTAL DIRECTIONAL DRILL CASINGS.* D) PRESSURE TESTS.* E) INFILTRATION/EXFILTRATION TESTS.* F) LIFT STATION INSTALLATION, PRIOR TO COVER AND START UP.* G) LIFT STATION START UP.* H) LAMPING OF SEWER LINES.® 1) PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS AND NON -POTABLE IRRIGATION LINES.* J) TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD. K) CONFLICT CONSTRUCTION.* L) CONNECTIONS TO EXISTING POTABLE WATER NON -POTABLE IRRIGATION WATER AND WASTEWATER SYSTEMS.* M) 8" DIAMETER OR LARGER CASING INSTALLATIONS.* N) OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. 0) CHLORINATION OF WATER LINES AND REFLUSHING OF LINES AFTER CHLORINATION. - P) INSTALLATION OF TEMPORARY METERS/BACKFLOWS." Q) BACTERIOLOGICAL SAMPLING.® R) HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20" AND GREATER, AND CONNECTIONS TO EXISTING POTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND CDES. S) FIRE FLOW TESTING. *AN INSPECTOR ON BEHALF OF THE COUNTY OR OTHER QUALIFIED EMPLOYEE OF THE COUNTY MUST BE PRESENT DURING INSPECTIONS MARKED WITH AN ASTERICK, UTILITY PROVIDERS: Amon ...... WATER SERVICE BY COLLIER COUNTY UTILITIES FIRE PROTECTION BY: NORTH NAPLES FIRE DEPT, 1780 IMMOKALEE ROAD SEWER SERVICE BY: COLLIER COUNTY UTILITIES NAPLES, FLORIDA 34110 (239) 597-9227 ELECTRIC SERVICE BY: FLORIDA POWER & LIGHT CO. 4105 15TH AVE, S.W. REFUSE COLLECTION BY: WASTE MANAGEMENT NAPLES, FLORIDA 34116 4500 EXCHANGE AVE. (239) 353-6090 NAPLES, FLORIDA 34104 (239) 905-9279 TELEPHONE SERVICE BY: UNITED TELEPHONE SERVICE 2347 DAVIS BLVD. NAPLES, FL 34104 (239) 263-6209 E -ONE GRINDER PUMP BOYANCY CALCULATIONS: Volume of Station Wet Well= 46,0 cu It Station Weight= 705 lb Station Height= 96.0" A. Buoyant Force 1. The buoyant force acting on the submerged DH272-97 is equal to the weight of the displaced water for the section of the tank that is submerged (wet well). F buoyant = (density of water) (volume of DH272-97 wet well) _ (62.4 lb/cu. ft)(48.0 cu, fl) = 2870.4 lb 2. The net buoyant force acting on the station (F net -buoyant) is equal to the buoyant force (F buoyant) minus the weight of the grinder pump station. F net -buoyant = 2870,4 lb- 705 lb = 2165.4 lb B. Ballast Force 1. Determine the volume of concrete (if applicable) & soil (saturated and dry) Section I: Used To Determine The Volume Of Dry Soil Area=(Height)(Width) + (Trapezoidal Area) + (Tap Area) = I 41.5")(3, 74") + (1/2)(20" + 41.5")(9.36") + (13. 1")(173") = 676.2in2 Volume =(Area)(Average Perimeter of the cylinder) = (676.2in2)(2 )(22.1") = (93896.0 in3)(1/1728 ft3/in3) = 54.3 ft.3 2, Determine the combined ballast Ballast (total) = Ballast (dry Soil) = (V soil) (density dry soil) = (543 cu ft)(110 lb/ft') = 5973,0 lb C. Subtract the buoyant force from the ballast force to determine the final condition Final Condition = Ballast Force - Buoyant Force = 5973.0 lb - 2165,4 lb = 3807,6 lb CONCLUSION: THE DOWNWARD FORCE IS GREATER THAN THE UPLIFT FORCE. THEREFORE, THE WEIGHT OF THE CONCRETE PLUS THE WEIGHT OF THE SOIL IS SUFFICIENT TO COUNTERACT THE BUOYANT FORCE OF THE DISPLACED WATER. NOTESSCHIER GB -75 GREASE TRAP: SPECIFICATIONS 1. zv n ta1 enid in' ,, iae t u 0 a . !2: JIi-VP lt;O 1 " r , t: , n t1 1 . cover.I 1zt� z "it r1C r)� (For, I S. ma.:rr u I ope a_I I0 le Isr"r- re: ,,9 01 F or-citr to :us 4.1' , 1 I.- t> C� Gr e,ise3 Falb J,5'. (.8 6 9 r 1 3 5. Built-in Flovf control. r tt 0,IIV � Fc r ra It �atlC ' tl 7 DO n l, J G' '.-.Cqt pii,assuro c •pll a' '}'l 8. cover I,lacelnl It al'lovvs hull oicceus _ank fol, p r rl oir,[er3 rice 9. ttc trF0a cti-Ile spec l c0die, 10 E.ng:n(-el nd In er and . w etdi fusers ,.lre "0l��Ovaul rJ Prnvvvtt ; IPnC, , e iI r e. 9ff ;nt Sigh on,, 12. T r i i -i-1 mine, ur II dID t el, he, ,veor 12-1/12" _o l not . required or 16:'to IS DIFFUSION FLOWTECHNOLOGY -I-18 Ilet diffuser U^ -.8r SUIT I lfl. nt 1 t t f ��: ( Ll . e II g mCi�p^f )�V }aCltl! ing `-)Peng[ =cul ofrll IIIz. Or flN rlr r rn� P 1' tl�h The r3l La ��et' �j n ng ' c nri rid �;.;iTlu�r� r�.a hl l I r;P TI^�r=iT a I It z:�t r L, h,a Yr-r�°Y,,`��IItxi .Urk)Ir4 tl Pexi cvir ggrpaseor seri me.r ,a} t he I I eg I it rejiei `an 1 In -I he op oftine r ' 'sot C 1 allows I Psi ire, >t`cZ I, zatic i e I hin the UI .irrf ng K , I The ".}C)t r l� C?f "C C. _IF1 C I(f -,t3 O N Or off nt which IB eeofrg ed e to exit theank.t ">arii PaSIIV I r r tva 3;u i0lbsitepi.riig layouts. ENGINEER SPECIFICATION GUIDE - ,cl E C, (_-it Glc T1,1 .a tea's, i IterG } Cir -n C eI +'F'B J 011e f PI lrneQ.- d aId rIe edarid m de nI_lAr se,ii-ness, �tj}. �t"1 iy i "I��vj ^C�IyeL'^vr!dn Ilt ?;Jt sl ,nl be, fill , ! I hed for above or bP;:.,>r grade ;7 t IlatiC int ! r „ to sh2ll becertifledte PJi� 1 1-I:3+t t CS E�k1:1, with fief jia ..-bl rkser 'j'1"5t4-rfi, I€ rbuilt-in .es t l,d(� l thi R outletopts 5 lnte°I r'2I t0ralt u i d 8 sl- II be t y3} (n t int f g a P cao;aolt I all be 616 ter r Il pr ood -lir,lrr u 6,0,00 lbs. land cnpadty, CERTIFIED PERFORMANCE -d PIPM I to ASMFh #Adi 12, 14 3 n1 C SA134SI. 1g e F,al 0rl", ertC }ar1d'4I'd S:3rl1 C nd or 13g0 hey ;r co �i r; r!t to the l.r Ifot,rn PI rr i I g Code -ma, the Td -C u . IU bang C cdc,.. 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. 2, INSTALLATION OF UNDERGROUND FIRE LINES SHALL COMPLY WITH TH 2010 DITION OF NFPA 24. 3. UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 633.521 AND 633,539. 4 PIPING USED FOR FIRE PROTECTION SERVICE (I.E. FOR FIRE HYDRANTS AND FIRE SPRINKLER SERVICE) THAT IS RUN UNDER DRIVEWAYS SHALL BE BURIED AT A MINIMUM DEPTH OF 36 -INCHES. LOCATION OF EXT'G. FIRE HYDRANT ^13 t1 L yFt ic)& d c e di,: cr,,ip_slteG(,,vei X6,0 ,, ib ,), tv �: i A I; i 'i a f } n:ei1 I! ! I r r ,4I -t C p f I ff S l I , i. z d ; " I i� I / i - -- 21I-V2:' Y? FM FM FM - FM �- FM � FM -� FM -- FM FM FM FM PROPOSED 16"x4" HOT TAP - CONNECT TO EXISTING 16" FORCE MAIN W/ 16"x4" TAPPING SADDLE & 4" TAPPTING VALVE (EXT'GJ 16' CAST IRON F.M. (SUCTION _\_,_ FM FM ---_-- �---= FM (EXT'G.) 16'F.M./RMJ (DISCHARGE LINE) �,/M Cn w IGINS PASS ROAD wo o I00'-0" .ROAD FJORT OF WAY rPUBLICLY AIh'.E'D") e1 .—� FM FM FM FM �— FM rFM M _ e (EXT'G,)12, WMM b PVC DR14 — — — — — — i — — — — — i — WM WIM WIM Wf� W[N - --_ SB0.00' I LOCATION OF EXT'G. + +5. � TEST FIRE HYDRANT 41 5� b +5a 1- 0 + 1 -" -"- — — — — -SEE NOTE REGARDING OHW UTS PEDESTAL N90°00'00" E 124 901P) a CURVE Ci**� ot�cv ox - oxw- — -� - - - - -- �� N89°59'07"E 123.92' (M) - _ +°' __ . a�n �- _ _ oHW --- - - -L _ .- _ _----- OHW mow' T - - _ N90 00'00"E 103.62' (P) 4" CHECK VALVE +� 2 N89°59'07"E 103.54' (M) 4" x 1.25" COVER HOLE & REDUCER -` AIR RELEASE I 1 VALVE PER 1 ---' DETAIL SHT ( ' 00 El 000❑0 SDP -3.3 g!3 t 1 000 ❑ 001710+ III ❑ ❑ ❑ 0011 ❑ ❑❑ao �- ❑❑❑ ❑❑ ❑ 2 5� 000 ❑❑ 110 1111 + +6: 1 ul --- --- ❑❑CC]-0❑_0000 13 -- +�. I11 ------- -- ---' PROVIDE 4" HDPE DR 11 - PR 200 ❑ ❑ ❑ ❑ ❑ ❑ ❑ PIPE SLEEVE W/ SPACERS, THRU i 000000 6. I I VAULT FT'G. & GRAVEL BASE AS I 1 SHOWN FOR 1.25" FORCE MAIN. ALSO i �EIOEIOOOO I t SEE PLAN & PROFILE SHEET SDP -3.5 0000000 6 1111❑❑❑1111 _ I 6' i tr I NDOODOOO11111111❑ n I ------ � I I I i io II I I I I I I I I !I ' I I .I o 6 I I + s I I II I I R "': rr 4 I I I j r I , UNIT 101 UNIT 142 � , I I PROPOBE BUILDING I I I I ( OFFICE / RET L / REST. ii I I i I 7,246 S.P. I I I 6 TYPE 111-13 C ST. o e 1 I (iii UNPROTECTE cl a o SPRINI£LERED 6 I l TWO STORY a F.F.E. - 10.0'N VD d UNDERGROUND ELECTRICAL SERVICE x o GEN RAI, PLAN NOTES: A "COU TY PER IT TO PERFORM WORK AND/ OR MAINTENANCE PUBLIC GHT-OFIWAY" WILL BE REQUIRED PRIOR TO PERFORMING ANY WORK THIN TH PUBLIC ROAD ROW. ® ALL PA 3 6 MENT ND MARKINGS SHALL ADHERE BY F DOT INDEX #17346 +ALL SH UBS AN GROUND COVER PLANTINGS WITHIN VISIBILITY TRIANGL TO BE MAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN S t I ADDIT0 THESE AREAS MUST HAVE A ANY TR ES LOCATED WITHIN CLEAR T UNK HT. OF AT LEAST F-0". ® ALL SI NAGE SI LL BE PERMITTED AND APPROVED SEPARATELY. m ALL COTS REPLACEMENTS, L REPAIRS REPLAC AND XP ENSES OF AL , MAINTE N CE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITT D WITH A CUE SHALL BE THE SOLE FINANCIAL RESPON IBILITY F THE GRANTOR ITS SUCCESSORS OR ASSIGNS. FROM POLE fi0 BUILDING Cli :,- - 1, C2 i FXECUTNE OFF32, E SPACE ABOVE, N DISTRIBUTION PANEL I - j } UNITS 201, 203 & 204a r+l � SII I ��r ' I I II _ r;rifllat 0. Cl. Z 1113 I II F 1 Cs7 i I a f r3tlE� ). I z roarer lir• cnyl ?RI'2ti la - 4 -Jf 2I3^vie,t'1t ¢qqd Nr4 0-d I . I4" BLD' W 0 INV EL, 7.0' oo.00,o I i ' ind.Mler ifP-a70: vVin II �.,,o,;. Ir lcoI rJ I" G.V. a +t 1" WYE I + I a C4 65 I s UNIT 103 1 r' i I t ii a� o0 UNIT 104 1 cv r k r„ c, , -dI- &b'llil.y SCHIER GB -75 G.T. 4" BLDG C.O. 4" FIRE SPRINKLER w w.. RIM EL. = 9.40' -1 . N N I. . = 6.RISER o 0 INV. EL. = 6.25' (N) NVEL5' c I INV. EL. = 6.25'(S) + 00 001 0 0 1 II LO o� oY4!i 1 -- 1.25" WYE zzi - -- -- -- ---- I r l l l t for GRINDER PUMP STATION, i & i �* z PROVIDE 6' H. CHAIN LINK 45 FENCE W/ SWING GATES. A 4 SIGN SHALL BE MOUNTED I I I I THEREON, WHICH SHALL } ' �' q INCLUDE THE NAME ANDFMA +6. e PHONE NUMBER(S) OF THE j1 54. LF 1.25" HD 5" WYE �� Q STATION'S OPERATOR, D� 9 - PR 200 F. x a +6 + OWNER(S), AND EMERGENCY mm CONTACT INFORMATION. I I1 39 L.F. - 4" PVC AWWA Ora ..! C900 CL 200 - DR 14 I GRINDER PUMP1 83 L.F- - 4" PVC AWWA i i E i a /r C) CD Cn VI U' ` �-' 1 • N E M +I -�glY�f�fti�Mf N � -Q f>< 40 in U- f.. Vm • Ln Z * 0 ge LL On to tV.. 1 o Lon 41 r y " CO ` ...y M 00 Pit a 1" - 2U-0" Sheet Name: UnLITY PLAN 0 C) CD Cn VI U' ` �-' 1 N E M N � -Q 1" - 2U-0" Sheet Name: UnLITY PLAN 0 Q E w a 1" - 2U-0" Sheet Name: UnLITY PLAN 0 4' MINIMUM TAPER TRENCH WIDTH PLUS 3 FEET 4' MINIMUM TAPS lvx TRENCH UNDISTURBED AREA �- Vii•-�.�; ��.�-�� - � �� °�� .�� , �- UNDISTURBED AREA ASPHALTIC LIMITS 1 1/ TYPE S OVERLAY TIC CONCR THICKNESS NATER MAIN W MINIMUM EXISTING TO THE E AS ALi�JAC �4ATER MAIN COVER _[(DEPTH VARIF) ROAOWPAY, (MINIMUM THICKNESS 11 SAWOUT EXISTING PAVEMENT PROPOSED HDD AUGNMENT EDGE OF PAVEMENT VALVE (TYF) - ,) Zvi p 101 MINIMUM SEPARATION FOR SANITARY SEINER,40 &A bd 1, yy . ',.. pSTORME4ER OR MAN Ra'a! _. 8"MINIMUM BASE COMPACTED IN 6* y.�. ' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION MAXIMUM LIFTS, 98 DENSITY F3 REQUIREDMINIMUM ON ONE YAC EXISTING Ur1UTY �y WHERE ANY TRENCH I t QIaR IN PER LIFT PER E R QUIR A UNSURFACED AREA, THE A TRENCH BACKFILL IN COMPACTED THIRD STAGE OF SACKFILUNG STABILIZED SUBG E COMP xIs IN Ri `or` AY MINIMXI TIE G 1 H—'I6F—W "" MAXIMUM 12' LIFTS TO A 98% SHALL EXTEND TO THE FINISHED IN 6' MAXIMUM UM TO A 98 THIRD S'T'AGE SANITARY SEVER, STORM SEWED; . REQUIRED DENSITY GRADE. REWIRED D (L MIN) IRRIGATION MAIN AND FORCE �" FAIN THIRD STAGE TRENCH WKFILL IN COMPACTED !MAXIMUM 1 z" UFM TO A N REQUIRED DENSITY SECOND STAGE SEWER, SANITARY SEWER, NON—POTABLE PLAN �w WATER INS SI~IALL. BE SEPARATED FROM STORM r..a6EMip HORIZONTAL MINIMUM CLEARANCES 0 IPE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VER71CAL DISTANCE OF 16 INCHES I TRENCH BACKFILL T9 ISL OF MEASURED BETWEEN THE BOTTOM OF THE UPPER RIPE AND THE TOP OF THE LONER PIPE. THE ONE FOL" ABOVE TCP OF PIPE IN 18 INCHES MINIMUMPOTABLE WATER VERTICAL SEPARATION T PELINE INSTALLATIONS. E SNT APPLY TO SEPARATIONS OF SEWER SECOND STAGE 6' COMPACTION LIFIRST STAGE ALSO, WATER NS SHALL BE q wI�SEPARATED FROM STORM SEWER, SANITARY SEVER AND FORCE MAINS ID FEET' AND FROM ! TRENCH BACKFILL TO LEVEL OF k i H, -� PIPE NI�TIJING LENGTH 4F HDI7 �o. MINIMUM PIPE w y. .,•,a � (SEE NOTE 2) IRRIGATION'MAINS BY 5 FEET.MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. ONE FOOT ABOVE TOP OF PIPE 1N PAVED ROADWAY _ SURFACE 6" COMPACTION LIFTS FIRSTSTAGE 1.0-0" 0,T9DE V -O ALL CROSSINGS WTH VE CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND�WNIMUI MIMUM PROAL OF A DEVIATION. IF A DENAATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS STANDARD EXISTING LITIUTY APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS SIO A A C-900 DR1 , !pvc {CLASS PVC FOR PIPES GREATER T 12" IN DIAMETER) OR DUCTILE IRON, TRENCH DEPTH <. , PIPE BEDDING ryp� g+p �7 � .. :-. ... � C"'±�4lx�r DR 1 AAS (SEE NOTE PRESSURE C €I PIPE FOR A HORIZONTAL DISTANCE OF 1O FEET ON EACH SIDE OF THE V-0"OUTSIDE 1, JamOSSING. WATER MAIN CONCRETE ENCASEMENT HALL ONLY BE MADE AFTER. WRITTEN APPROVAL OF MINIMUMI DIAMETER MINIMUM THE WATER DIREMR OR HIS DESIGNEE, REM MINIMUM CLEARANCE 1. DE OF SUITABLE WEMAL OVER 3, 18 INCHES C DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER #Ll PER PIPELINE FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL 1S SEWER LINE. SEPARATION CRITERIA SPECIFIED, KFILL @ ATERkAL CONSIST F EARTH IN SECTION 1, DESIGN PROPOSED HDD ALIGNMENT LOAM, SANDY CLAY, - V0_ CRUSHED LIMESTONE, � 4. 'CATER MAINS, SANITARY SEWER, STORK SEWER, AND NON -POTABLE IRRIGATION MAINS SHALL BE CRITERIA OTHER APPROVED KkItRIAL REFER TO TECHNICAL IN SEPARATE TRENCHES. PROFILE SPECIFICATIONS FOR DETAIL REQUIREMENTS, BOTTOM CONTAINS ROCK, THEM � MINIMUM OF 5. INA NS CROSSING ANY E OF I'FAR'T' SEINER, INCLUDING FORCE N, STORM SEER VERTICAL MINIMUM CLEARANCES1. BACKFILLS 2. IF TRENCH IBE OF SUITABLE MATERIAL REMOVED A �" PIPE BEDDING SHALL BE USED. SHALL HAVE THE ONE FULL. LENGTH OF 'WATER 1N CENTERED ABOVE OR BELOW THE OTHER FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL. I PIPELINE O T THE WATER JOI WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. HDD INSTALLATION NOTES: 1 R.O.W. PERMrr STIPULATIONS OVERRIDE 'THIS DETAIL ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, WHERE NCH IS LOWED WrrHIN A COUNTY R.0,W, �. n: RESTORED IN ACCORDANCE WITH THE ARE AT T THREE FEET FROM ,LI,. JOINTS IN VACUUM—TYPE SANITARY SEWERS, STORM SEWERS, �. ALL WORK SHALL TI IN AC TANDA DS WITH SECTIONS AND 0997 OF THE EXCAVATIONS SH LL II LOAM S DY CLAY GP,AVEL CRUSHED LIMESTONE, OR COLLIER COUNTY UTILITIES STANDARDS MANUAL COLLIER COUNTY UTILITIES STANDARD MANUAL AND. STANDARD � , g RMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED 'CATER REGULATED UNDER PART III DETAILS FOR TRENCH RE$TORATEON. OTHER APPROVED MATERIAL, REFER TO TECHNICAL OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR 2, ALL HDD INSTAIAMON ACTIVITIES SHALE BE IN ACCORDANCE WITH THE FLORIDA SPECIFICATIONS FOR DETAIL REQUIREMENTS. PRESSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINE$ CON NG RECLAIMED WATER NOT D.O.T, UTILITY ACCOMMODATIONS MANUAL AND THE COLLIER COUNTY UTILITIES 7. CASING DIAMETER SHALL BE IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND PROCEDURES ORDINANCE, SPECIFICATIONS. 2. REGULATED UNDER PART 111 OF CHAPTER 62-610, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED 8. NO SPACERS REQUIRED. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM AGENCIES AND COORDINATION WITH ALL UTILITIES PRIOR TO CONSTRUCTION, OF A 6* PIPE BEDDING SHALL BE USED. 6. 57 'STONE SKALL BE UTILIZED FOR SEPARATION BETWEEN GRAVITY SANITARY SEWER LINES ANIS 9. ALLOW 40' BETWEEN VALVE AND ENO OF CASING, DISTANCE LESS STORMWATER LINES, 4. ALL CONSTRUCTION MATERIALS, INCLUDING DRILLING FLUID, SHALL BE REMOVED THAN 40' REQUIRES APPROVAL OF DEVIA110N. THE 40' LENGTH FROM THE SITE PRIOR TO RESTORATION OF DISTURBED AREAS, SHALL. NOT INCLUDE BRANCHES/ TEES IN THE PIPING BETWEEN VALVE AND END OF CASING, 7. SEE SECTION 1— DESIGN CRITERIA, SUBSECTIONS 1.2.3 AND 1.3 FOR ADDITIONAL REQUIREMENTS. 5. ALL RE.:STORAMON WORK SHALL BE IN ACCORDANCE WITH THE COLLIER COUNTY UNPAVED AREA TRENCH UTILITIES STANDARD MANUAL 10, VALVES AT EACH END OF THE HOD AND CASING FOR THE HOD ARE REQUIRED FOR NUMBERED COUNTY ROADS, STATE ROADS AND AT BACKFILL a DETAIL INTERSECTIONS WITH NUMBERED COUNTY ROADS AND STATE ROADS. Ian NTS EOR PRIVATENTS TYPICAL HORIZONTAL NTS UNDER A_ ROADWAY —8 — G I —3 NTS REVISEDAUGUST 2008 REVISED, APRIL 2006 R SED. APRIL 2006 REVISED; APRIL, 2006 18`° x 1* S' CONCRETE COLLAR ,..0 SEE. THRUST BLOCK K DETAIL W ■ r ,r SIZE �' O a HORIZONTAL FOR EXISTING A/C PIPE• DtI ; D ppI ley ��IA�IL � ' IN INCHES A I ENDS f r w 4 aj cr NOTES: $120MMON 033100 (2) SPECIFY LETTERING r LENM AS RESTRAIN .ALL PIPE JOINTS WITHIN THE DISTANCE *IRR', *SER". i a REQUIRED TO \! .• :. OR TEG U7kl? ED $OIL ACHIEVECE • �. DEPENDING ON USE ti ITEM IN CONFU ' WITH RESTRAINT ON BOTH SIDES OF THE VALVE. �� 4.� EXISTING A/C PIPE � w RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE IS NOT ON TABLE, USE NEXT LARGEST BRANCH. � RESTRAINT IS FOR LARGE DIAMETER SIDE OF 18" MINIMUM " " � � � �� ; � �' . •�` REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END). ,..0 R 3 W ■ r ,r SIZE �' O a HORIZONTAL BENDS DtI ; D ppI ley ��IA�IL � IN INCHES A I ENDS f r w ° aj cr NOTES: $120MMON 033100 (2) r 1w RESTRAIN .ALL PIPE JOINTS WITHIN THE DISTANCE i a � \! � OF CONNECTION, U7kl? ED $OIL ,w ISOLA,iION VALVES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON BOTH SIDES OF THE VALVE. �� 4.� � w RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE IS NOT ON TABLE, USE NEXT LARGEST BRANCH. 4. RESTRAINT IS FOR LARGE DIAMETER SIDE OF REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END). MINIMUM 5. THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON DIAMETER AND PVC PIPE, i i NDED CAP Sm DIAMIETER DUCTILE IRON RIPE FILLED WITH CONCREIE..- : PIPE TO mr PRIMED TO SE'Ak 514RI`AIE amn P HIGH VISIBILITY PAINT ( YE LW. OR CDUNTY PROVIDE A 3' DIAMETER GRASS DISC APPROVED EQUAL) CONCRETE QLWM TO ANCHORED IN CONCRETE COLLAR ACHIEVE WEIGHT TO WONSTAND UNDISTURBED SOIL (WATER ONLY) FORCE OF PIPE M G FITTINGS , 48- - ) 1 e MAIN SIZE OF MAIN OR BYPASS EXISTING A/C I HEADWALL 51 TURNS TO NUMBER OF TURNS TO OPEN OPEN - C CW DIRECTION TO TURN TO OPEN DARLING CO VALVE MANUFACTURER 1994 YEAR VALVE INSTALLED REMN LEN (SEE FIGURE G-10) (WTH SOS OF ALL FITTINGS)NON PAS PATTED ARS RESTRAINED JOINT PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR 16' x 18* x 5' CONCRETE LENOTH AS RE RED TO ACHIEVE CLEARANCE FINISHED GRADE. FINISHED PAVEMENT EXISTING IPE RESTRAINED JOINT VARIES TWO PIECE CAST IRON VALVE BOX WITH OR 13 PJC PIPE IDGENSION IF NEED (C-900 OR 14 PVC PIPE IN PAVED AREAS), VALVE SOX OR PIPE SHALL MDT WAR ON VALE _ OR PRESSURE MAIN 1. SEE S GN 1 DESIGN CRITERIA FDR AIR E YAVE REQUIREMENTS. PIPE SIZE INCHES RESTRAINED P. IN FEET REDUCER SLOPE CONCRETE FROM 1' ABM FINISHED GRADE r ,r ®� ca c.� ti A r w ° aj cr NOTES: $120MMON 033100 r 1w RESTRAIN .ALL PIPE JOINTS WITHIN THE DISTANCE i a � \! � OF CONNECTION, U7kl? ED $OIL ,w ISOLA,iION VALVES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON BOTH SIDES OF THE VALVE. �� 4.� � 3. PRESSURE DAMN ALL VALVES USED IN WAlTR DISTRIBUTION SYSTEMS 94ALL BE OF THE RES(LIENT SEAT T(PE IN ACCORMCE WITH AWWA 0-515 REVISION DATE, SKEET NO, MAY 203 COLLIER CoLwrf PIPE DETAIL SI N�� —1 NTG-1 1 S Jt k:. tana6[ �Rd. RAINT SCHEDULE TTIDETAIL Uy ST lbREVISED» APRIL 2006 NTS S Rp EDAPRIL 2006 REVISED, 10 0 SLOPE CONCRETE FROM 1' ABM FINISHED GRADE GROUND LEVEL ®� ca c.� ti A ° aj cr NOTES: $120MMON 033100 1w RESTRAIN .ALL PIPE JOINTS WITHIN THE DISTANCE SHOWN ON THE TABLES MEASURED FROM THE POINT \! � OF CONNECTION, U7kl? ED $OIL ,w ISOLA,iION VALVES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON BOTH SIDES OF THE VALVE. �� 4.� � 3. RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE IS NOT ON TABLE, USE NEXT LARGEST BRANCH. 4. RESTRAINT IS FOR LARGE DIAMETER SIDE OF REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END). MINIMUM 5. THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON DIAMETER AND PVC PIPE, PRESSURE DAMN ALL VALVES USED IN WAlTR DISTRIBUTION SYSTEMS 94ALL BE OF THE RES(LIENT SEAT T(PE IN ACCORMCE WITH AWWA 0-515 REVISION DATE, SKEET NO, MAY 203 COLLIER CoLwrf PIPE DETAIL SI N�� —1 NTG-1 1 S Jt k:. tana6[ �Rd. RAINT SCHEDULE TTIDETAIL Uy ST lbREVISED» APRIL 2006 NTS S Rp EDAPRIL 2006 REVISED, 10 0 ®� ca c.� u V ° aj cr \! PROVIDE A 3" DIAMETER BRASS DISC ANCHORED AUTOMATIC FLUSHING IN CONCRETE COLLAR. DISC SHOULD PROVIDE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER CREVICE SEE COUNTY APPROVED THE FOLLOWING INFORMATION; SIZE OF MAIN, ASSEMBLY (PROVIDED BY RESISTANT SUPPLIES WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE PRODUCT LIST, APPENDIX F) NUMBER OF TURNS TO OPEN; DIRECTION TO RUBBER SEALS. INSTALLATION AS REQUIRED BY COUNTY TURN TO OPEN, VALVE MANUFACTURER AND ORDINANCE AND AWWA M--14 STANDARDS (SEE APPROVED I.4., YEAR VALVE INSTALLED BACKFLOW DEVICES, APPENDIX G) z °, TEMPORARY METER TO BE PROVIDED AUTOMATIC 24 31 BY COLLIER COUNTY WITH A 48 HOUR 18" x 18„ x 6" FLUSHING MINIMUM CONTRACTOR SHALL CONTACT OTIFICATiON. CERTIFIED BACKFLOW " CONCRETE DEVICE BASE ° „ ,. LOCAL FiRE DISTRICT FOR PAINT ESTER TO BE ONSITE AT THE TIME 00'�--0 es 1 x 18" x CONCRETE COLLAR ,r HAT THE METER IS SET COLLAR i COLOR ARID HYDRANT _0 � oa. i (2) 4 BARS CONTINUOUS AND SPECIFICATIONS m 57 STONE MINIMUM VALLEY (4) 4 BARS DiAGONAL t, re GUTTER , METER BOX �'�D" I�AA�€I�t1Ul� I-ADlus , ,-RIGHT-OF-WAY o:5 Zo OR EDGE OF 2' METER zo (INSTALLED BY COUNTY) I /LINE IOAK SCHEDULE $O PVC (TVP) PAVEMENT FLOW 67 STONE --.o CURB, CUTTER, TRAFFIC OR EDGE OF MINIMUM �s BREAKAWAYMJ TAPED , AP PAVEMENT SEE FLANGE WITH 2' THREADED '• ' 6„ MINIMUM PLANS *, TAP r .. „ NEW WAIN �. , S THICK x ,.`` GLANDSMJ AI NER VALVE BOX SHALL NOT „ „ TWO PIECE CAST IRON VALVE � �, � � � a 24" SQUARE � (TYP) BEAR ON VALVE OR 24 TUB to BOX DR 18 PVC PIPE' WATER MAIN DIAMETER EXTENSION IF NEEDED ' CONCRETE BREAK: (0 SLAB WITH MJ TAPPED CAP WITH 2" CURD STOP WITH (C-900 IDR 14 PVC PIPE 4• BARS AS 2" THREADED TAP 'CATER MAIN VALVE BOX & COVER IN PAVED AREAS), VALVE BOX REQUIRED OR PIPE SHALL NOT DEAR ON THRUST 4'-04 MINIMUM/6'-O" MAXIMUM 2„ .POLYETHYLENE TUBING VALVE OR WATER MAIN 'SUPPLY WITHOUT BLOCK DRAIN OR PLUG AWNLESS STEEL DR PVC PIPE GATE VALVE (MAIN LINE MOT TAP) WATER MAIN CAST IRON MEGALUG MJ RETAINER DRAIN OPENING APPING SADDLE GLANDS (TYP) HYDRANT TEE PC-JOO DR 14 VC PIPE IN BEFORE EXISTING MAIN OR HOT TAP PAVED AREAS) INSTALLATION NOTES;. LIME SIZE GATE VALVE MJ TAPPED CAP WITH 2" NOTES: MJ RETAINER GLANDS (TVP) 1. FINAL CONNECTION TO BE WITNESSED BY COLLIER COUNTY WATER DISTRIBUTION. THREADED TAP 2, MJ TAPPED CAPS TO BE PROPERLY RESTRAINED, 1. HYDRANT DUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL. 3, INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF BLIND FLANGE FOR CONSTRUCTION WATER. NOTES: 4, TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS 2, ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. CEMENT PIPE SHALL BE STAINLESS STEEL. 1. PIPING SHALL BE INSTALLED UP TO 2" CURB STOP iWITH VALVE BOX AND COVER AT TIME OF MAIN INSTALLATION. 3. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IKON. ALL TAPPING 5, JUMPER ASSEMBLY MUST BE MINIMUM OF 18" ABOVE FINISHED GRADE, 2. AUTOMATIC FLUSHING DEVICE SHALL BE SHUT OFF UNTIL MAIN LINE HAS SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL. 6, BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW TESTER. BEEN BACTERIOLOGICALLY TESTED, 4. ALL FIRE HYDRANT BARRELS SHALL. BE A MINIMUM 5-1/4" IN DIAMETER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SiTE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN THE TEMPORARY BACKFLOW PREVENTERS AND FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL , SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE AND VALVE BE USED, BOX REQUIREMENTS. 5, ALL FIRE HYDRANTS INSTALLED 'SHALL BE OF THE BREAK AWAY FLANGE TYPE AND SHALL MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. B, THIS ASSEMBLY iS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SiTE DURING CONSTRUCTION. 4, AT TIME OF ACCEPTANCE, WATER DEPARTMENT WILL INSTALL 2" METER, ASSEMBLY NOT TO BE REPROVED AND SPOOL PIECE INSTALLED FOR FINAL CONNECTION UNTIL AFTER TESTING, 6. HYDRANT SHALL CONFORM WITH AWWA-O2. BACTERIAL CLEARANCE, FINAL INSPECTION AND COUNTY ACCEPTANCE. 5, ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL 9, GAP CONFIGURATION TO BE INSTALLED WITHIN 24 FOURS OR LESS AT THE DISCRETION OF THE WATER CONFORM TO NSF STANDARD 61, 7� THRUST RESTRAINT SHALL BE BY MJ RETAINER GLANCES. DISTRIBUTION DEPARTMENT, 10, ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING NATER SHALL CONFORM TO NSF STANDARD 61, 8< ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING MATER SHALL CONFORM TO REVISION DATE: AUTOMATIC 'ITER MAIN JUNE 201 ��, SHEET NO, NSF STANDARD 61 CONNECTION TO EXITING 'PATER MAIN DETAIL c";c y 1 W FIRE HYDRANT DETAILW- �OW-4FLUSHING DEVICE DETAIL zr NTS i ,,Eta.., iy..:r NTS REVISES: JANUARY 2009 � REVISED: JANUARY 2009 r7-77-7 ROW LINE DUCTILE IRON TAPPING SADDLE METER BOX IYP WITH GALVANIZED STRAPS DOUBLE CHECK DETECTOR BACKFLOW PREVENTER -__ i I I tWWWW�� _ 1-1/2 CORPORATION STOP ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE 2" TAP (TYPICAL f (2} 2" TEES WITH RESISTANT SEATS AND SiLICONE DUBBER SEALS, UL/FM ,� 1-1J2'" POLY -TUBING POTABLE OF TWO) k" HOSE BIBBS APPROVED FOR FIRE SERVICE INSTALLATION, INSTALLATION LOT UNE AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-149 `�1 19 Iy (SEE APPROVED BACKFLOW DEVICES, APPENDIX G,) LOT CORNER 20 CURB STOP � - PROPERTY P€N (TYPICAL, OF TWO) FLANGED GATE VALVE SEWCE WYE (SEE w , � POTABLE WITH RISING ST PRODUCT AND ,` COUNTY APPROVED 2" BYPASS METER APPENDIX FIST, RESILIENT SEAT (TYP) �`` DOUBLE CHECK DETECTOR BACKFLOW PREVENTER 1 ) ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE 2" REDUCES PRESSURE BACKFLOW { 1" POLY -TUBING, TYPICAL CURB STOP RESISTANT SEATS AND SILICONE RUBBER SEALS, METER UL/FM APPROVED FOR FIRE SERVICE INSTALLATION. PREVENTER ASSEMBLY, SUPPLIED WATER MAIN INSTALLATION A AS REQUIRES BY COUNTY ORDINANCE WITH AMMONIA AND CHLORINE MULTI -SERVICE CONNECTIONS PIACI CURB STOP AND Mk"i`FJR B(3}C RESISTANT SEATS AND SILICONE AND AWWA PA 1 (SEE APPROVED BACKFLOW RESISTANT ONLY BE ALLOWED SERVICE INSIDE LOT LINE AT LOT CpRNER& DEICES, APPENDIX G} RUBBER SEALS UL/FM APPROVED i i VEHICULAR GUARD POST (TVP) FOR TWO SINGLE FAMILY LOTS REDUCED RISING STEM AND RESILIENT . pI FOR FIRE SERVICE INSTALLATIONPRESSURE INSTALLATION AS REQUIRED BY MULTIPLE METER SERVICE CONNECTIONS BACKFLOW PREVENTER Pj FLANGED GATE VALVE ORDINANCE AND AWWA M-14, (SEE Z Row LINE ASSEMBLY APPROVED BACKFLOW DEVICES, I FINISHED GRADE III APPENDIX G), ASPHALT LAVING CONCRETE SIDEWALK 12" i i NIMUM INSTALL INLINE GATE VALVE =j MINIMUM LOCK OS&Y VALVE CLOSED �� AT PROPERTY LINE OR, COVI R 2" TAP (TYPICAL OF TWO} I RIGHT-OF-WAY LINE m 4" SCH 40 PVC Gf7NDUli �Iz I INSTALL INLINE GATE " WATER MAIN Bt VALVE AT PROPERTY LINE OR RIGHT-OF-WAY �I� LINE 11 .. DUCTILE IRON TAPPING; ILA 12" CONCRETE FOUNDATION (TYP)SADDLE WITH GALVANIZER a NOTES: STRAPS ty 4' WIDE x 5' LONG, 6" THICK, REINFORCED 6 x B 10,/'10 WELDED 1. CONNECTORS Y (SEE COUNTY APPROVED Q PRODUCT UST, APPENDIX F) METER BO WIRE MESH SHALL BE USED FOR MULTI -SERVICE, SUCCESSIVE TAPS INTO WATER FAIN WILL BE NO CLOSER THAN 24" APART. -- 2. ALL CASING PIPE SHALL EXTEND A MiNIMUM OF 5' BEYOND THE EDGE OF AMR METER PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS THAN 4", CONDUIT SHALL BE MARKED WITH A ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F). VALVE SETTER (SEE COUNTY APPROVED CURB STOP PRODUCT LIST, APPENDIX F} 3. TAPPING SADDLE. CORPORATION STOP, POLY TUBING, CURB STOP, AND MMR NOTES: BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY CONTRACTOR AT THE TIME VALVE SETTER (SEE COUNTY APPROVED � OF WATER MAIN INSTALLATION. PRODUCT LIST, APPENDIX F) 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL q, MATERIAL SPECIFICATIONS: NOTES: BE .STAINLESS STEEL, 4 VEHICULAR GUARS POSTS TO BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION A. TAPPING SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP 1, ALT. ABOVE GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE, PRESSURE GLASS 350. ALL NUTS AND BOLTS SHA ()(SEE COUNTY APPROVED PRODUCT 41ST, APPENDIX F), MINIMUM SADDLE BE STAINLESS STEEL. DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL, SIZE 1-1/2', 3. AS THIS UNIT WiLL REQUIRE PERiODiC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL 19. CORPORATION STOPS(SFE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE 2. WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY UNITS TO PREVENT SERVICE INTERRUPTIONS. BALL TYPE AND MADE OF RED BRASS. OUTLET SHALL BE COMPRESSION TYPE THE NATER DEPARTMENT LAB BEFORE PLACEMENT IN SERVICE. POLYETHYLENE TUBE, COMPRESSION INSERT SMALL BE STAINLESS STEEL, 4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE PROPERTY LINE 3. BACKFLOW UNIT AND METER REQUIRES INITIAL CERTIFICATION FOR OPERATION AND ACCURACY WiTH RESULTS AND OR RIGHT -OF" -WAY LINE, C, CURB STOPS (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL BE BALL TYPE AND MADE OF REQ BRASS. INLET SHALT. BE ANNUAL TESTS SUBMITTED TO THE COLLIER COUNTY MATER DEPARTMENT.. COMPRESSION JOINT. OUTLET SHALL BE SWIVEL NUT FOR METER CONNECTION. 4. . COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE COUNTY'S WATER MAIN. D, TUBING SHALL BE POLYETHYLENE, PE3408, (AWWA 0-901, SDS 9--200) AND BLUE IN COLOR; SIZES 'SHALL BE 1-1/2' UP TO WYE AND I' INSPECTIONS ARE REQUIRED FOR SYSTEM TIE-IN ANIS ASSEMBLY CONNECTION, 6. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS AFTER WYE FOR LONG AND SHORT SIDE SERVICES, 5, THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. SUBMITTED TO THE COUNTY WATER DEPARTMENT, E. AUTOMATIC METER READER (AMR) METER BOXES (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) SHALL HAVE CAST IRON READ LID. 6, ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING MATER SHALL CONFORM TO NSF STANDARD 61. ALL PLANTING SHALL B>» A MINIMUM OF 1. FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3° ACCESS OPENING, F. POLYETHYLENE PIPE (PE) SHALL MEET THE REQUIREMENTS OF AWWA C-901. 7. A 4'X8° SIGN WITH LETTERS OR BIGGER SHALL READ: AIN CASE OF FIRE, OPEN VALVE.A B. THiS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 5. ALL. PLANTINGS SHALL BE A MINIMUM 1.5' FROM METER BOX, AND $HALL PROVIDE A 3' ACCESS OPENING, 9. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61, 6. AUL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. S. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (o,g_, RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USiNG; RECLAIMED WATER, ETC.), EXIST. 10, A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXiST. ALTERNATE TEMPORARY BACKFLOW PREVENTER ANIS TYPICAL SHORT m�ND LC�N SIDE CATER SERVICE METER SETTI�d iI�ETAIL FIRE PROTECTION METER TIE�IN ASSEMBLY, -9 4�, THROUGH 1 „ Odd � C I S F C NN T N T WA ER MANILA -�-- 1 DETECTOR CHECK ASSEMBLY NTS REVISED: JULY 21311 NIS W-1 1 A REVISED: JULY 2011 REVISED. MAY 2009 �g��t449 41, 1 9 i tidtp,s �,�e Ile uj � co b co Citi®tt 194g14W : R a o� F-- b oN�S jac A E -o G�z o a 2 C14 co c) o in 0 in u s cn v *:r • , .4r u v :i LL 0 np to 10 v to h 0 .o CL r ! <4i<4 k� M Fx '' 00 : R a o� F-- b oN�S jac A E -o G�z o a 2 M E; 11 C14 co c) o E �n cn v m v esu u v 41 u n v CL n 10 v e a 0 r <4i<4 M E; 11 M O E �n esu CL n 10 R 0 M E; 11 co PRIVATELY OWNED SITE COUNTY RIGHT—OF—WAY OR C.U.E. SEWER MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST,PROVIDE A 3" DIAMETER 18" x 18" X 6" CONCRETE COLLAR APPENDIX F) WITH (4) 1" VENT HOLES BRASS DISC ANCHORED IN CONCRETE COLLAR :D NOT 24" RCP QUANT, CHECK VALVE (SEE 1 1 316 SST COUNTY APPROVED d. 0 NOiE: � . ' PRODUCT LIST, NOTE: FORCE MAIN SIZE 4b YELLOW TYP. OF 4 YELLOW TEXT APPENDIX F) .. 6 WARNING SIGN SHALL BE ATTACHED Ijr(ARNING , 7 x• DISC ANCHORED IN x -'es aes-ss ARV MANUFACTURER & MODEL TO ENCLOSURE ANDSHALL BE FIBERGLASS. vM.r>: ew. 5n m BLACK BACKGROUND 45' BEND 5 R N W M CONCRETE SLAB. r1i411" DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS) PIPE SHALL NOT BEAR ON VALVE OR FORCE MAIN TAPPING VALVE r, EXISTING FORCE MAIN _. FLOW.._.. 12" a MINIMUM TAPPING SADDLE OR TEE 3/4" GRAVEL NEW FORCE MAIN (PRIVATE LINE) SEWER CLEAN-OUT RIM AND COVER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN PAVEMENT AREAS PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE FLOW REMOVABLE PVC THREADED PLUG %CAST IRON OR TRAFFIC TYPE METER BOX ' 3/4" CRUSHED ROCK ELEVATION 45" BEND ,-6" SANITARY LATERAL MINIMUM SLOPE WW -1 1 REVISED: APRIL 2006 REVISION DATE; SHEET NO. MAY 2013ER COUNTY �/��J�� .43 N Y Y 1(- z m, L I <N PUBLIC UTILfTI S DIVISION Rlt>bc Dtll�ies Ciai�n r REMOVABLE PVC THREADED PLUG AT PRELIMINARY UTILITY INSPECTION TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F)� PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE FLOW tt- N EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE 12" MAXIMUM WITHIN RIGHT-OF-WAY LINE I �- NON -PAVED AREAS 18" x 18" x 6" CONCRETE COLLAR FRAME AND COVER SPECIFY LETTERING — AS "COLLIER COUNTY" OR LEAVE BLANK IF PRIVATELY OWNED RUBBER 0 -RING IN MACHIN'"' DOVETAIL t IN COVER 3/4" CAST IRON FRAME ON CONCRETE TO BE SET IN PLASTIC JOINT SEALING COMPOUND (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) AND GROUTED IN I� i- I I `-' r PLACE s _ 1--1 El [E] EI E L.. s OWNER C; 1� 2 NON— !' 1 !_ ❑ L_1 I ❑ [ , PENETRATING PICKHOLES +L I �.1 _ IJ (TYP) j�..� 3�I I I._.gi F7 �- ! SANT ARY SE ER ;- WATERTIGHT SEWER LI t-' I ' MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN PAVED AREAS. SEE PLAN MANHOLE DETAILS Ad4rHINFn 304 STAINLESS STEEL INFLOW SECTION PROTECTOR MANHOLE RING AND COVER DETAIL WW -6 NTS REVISED: AUGUST 2008 ARV OUTLET GATE VALVE AND METER BOX ROTATED 90' ONLY TO BE PROVIDED WHEN FOR CLARITY TAPPING SADDLE IS IN I ROADWAY } FINISHED CONNECT TO FM. (SEE NOTE 5) WARNING SIGN /rDETAIL TOP OF GATE VALVE ELEVATION TO MATCH FINISHED GRADE ELEVATION ` ,_ ARV INSTALLED DIRECTLY 2` 316 SST PIPE ABOVE FM IS PREFERRED, SCH. 6 S MIN, OFFSET ARV AS REQUIRED BURIED DEPTH W/ (2) 316 SST C -CLAMP STRAPS (ONLY FOR OFFSET LOCATIONS) MUM SLOPE 4Y 20 33 COLDER COUNTY NOT TO SCALE QUANT, DESCRIPTION 1 1 316 SST 74" EXPANSION 1 ARV ID NUMBER NOiE: AND NUTS JOINT AROUND CAP NOTE: FORCE MAIN SIZE 4b YELLOW TYP. OF 4 YELLOW TEXT FLUSH WITH SLAB PROVIDE 3' DIAMETER BRASS nav to) FO 6 WARNING SIGN SHALL BE ATTACHED Ijr(ARNING , 7 x• DISC ANCHORED IN x -'es aes-ss ARV MANUFACTURER & MODEL TO ENCLOSURE ANDSHALL BE FIBERGLASS. vM.r>: ew. 5n m BLACK BACKGROUND 45' BEND 5 R N W M CONCRETE SLAB. OFFSET DISTANCE & DIRECIION FROM DOUBLE STRAP TAPPING SADDLE, 316 SST WITH THREADED OUTLET FOR 2' & 3' ARVS, DI EE (NJ X MJ X FLANGE) FOR ARV'S >4' 9 2 4 & LARGER PIPE, D.I. OR PVC <➢R-18) 10 1 �t�emwum'e YELLOW BACKGROUND SANITARY LATERAL 1-1/2' X 90' ELBOW, PVC SCH 80, BY ARV MANUFACTURER 2 BLACK TEXT --y r 1 BRASS DISC DEFAIL COMPACTED FLL LI R 6 Al- DETAIL, -I NOT G SCALE - MUM SLOPE 4Y 20 33 COLDER COUNTY SHEET NO. FORCE MAIN AIR RELEASE VALVE iW-1 2 DETAIL NTS NOTES: 1. PROVIDE DARK GREEN REFLECTNE MARKER ON CURB OR EDGE OF ROADWAY CLOSEST TO THE ARV. 2. PROVIDE N -O' RADIUS AROUND ARV ENCLOSURE CLEAR OF ALL LANDSCAPING FOR MAINTENANCE ACCII 3.PROVIDE 316 SST PIN ALLEN BOLT KEY SYSTEM WIIH EACH ENCLOSURE. 4.THE THREADED OR FLANGED OUTLET S17E OF THE ARV SHALL BE SIZED BY THE DESIGN ENGINEER. A MINIMUM DIAMETER OF 2 -INCHES SHALL BE PROVIDED. 5. TAPPING SADDLE IS DEPICTED HOWEVER A TEE (DIA. OF FM X SIZE OF ARV) SHALL BE INSTALLED INSTEAD OF A TAPPING SADDLE FOR ARVS N'. lr Cr zr3 r C•crun ty P+_k)IP' UOIICIS.'S DR^SIOfI SHEET NO. (W-13 %�A`M1444414W@;Sd�AdA4s �1 y �%•�°I°4g44®91lAlT, °% P � U;co � ®®P LLI uj Un o� �d ��` f`�^'��Mt!ld1441444°r'A�p^•,�� MATERIAL ITEM QUANT, DESCRIPTION 1 1 VENTED ENCLOSURE, WATER PLUS H30 MODEL FDR 2'&3' ARVS, WATER PLUS H40 MODEL FOR ARVS z4' 2 1 AIR RELEASE VALVE, (SEE COUNTY APPROVED PRODUCT UST, APPENDIX F) (2' AND 3- THR, z4' FLG) 3 1 SCH 80 PVC NIPPLE, LENGTH AS REQUIRED, THR X THR (2'& 3' ARV), 316 SST VAN STONE FLANGE (VSF) X 316 VSF (A' ARV) 4a UP TO 3 2' OR 3' 3t6 SST BALL VALVE, FULL PORT, 316 SST HANDLE (THR) 4b UP TO 34' - 8' PLUG VALVE (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) (FLG) 5 UP TO 90'ELBOW, 316 SST (TNR FOR 2' AND 3' ARVS, FLG FOR >4` ARVS) 6 1 2 SHORT NIPPLE, 316 SST,(THR BOTH ENDS FOR 21 AND 3' ARVS, FLG FOR >4' ARV) 7 2 316 SST PIPE, LENGTH AS REQUIRED, THR CONN FOR 2" AND 3`, FLG CONN }4' 7. 2 ' PE 3408/3608 FOR 2' ARVS, 3' - 8' HDPE PIPE, PE 3608, DR 17 FOR ARVS 3' - 8'. 8 1 DOUBLE STRAP TAPPING SADDLE, 316 SST WITH THREADED OUTLET FOR 2' & 3' ARVS, DI EE (NJ X MJ X FLANGE) FOR ARV'S >4' 9 2 4 & LARGER PIPE, D.I. OR PVC <➢R-18) 10 1 1-1/2' CHECK VALVE, PVC, BY ARV MANUFACTURER 111 1-1/2' X 90' ELBOW, PVC SCH 80, BY ARV MANUFACTURER 12 1 CONCRETE SLAB FORE CLOSURES, 3000 PSI CONCRETE 13 1 COMPACTED FLL LI R 6 Al- DETAIL, -I 14 I 57 STONE 15 1 (2) #4 BARS CONTINUOUS & (4} 04 BARS A NAL (2 MIN. COVER) 16 I 1-1/2' S H UU 11L, LAS RLUUMV 1 1 12' ALLIANC M C RV'STER BOX (ARV'>49, LACK SHEET NO. FORCE MAIN AIR RELEASE VALVE iW-1 2 DETAIL NTS NOTES: 1. PROVIDE DARK GREEN REFLECTNE MARKER ON CURB OR EDGE OF ROADWAY CLOSEST TO THE ARV. 2. PROVIDE N -O' RADIUS AROUND ARV ENCLOSURE CLEAR OF ALL LANDSCAPING FOR MAINTENANCE ACCII 3.PROVIDE 316 SST PIN ALLEN BOLT KEY SYSTEM WIIH EACH ENCLOSURE. 4.THE THREADED OR FLANGED OUTLET S17E OF THE ARV SHALL BE SIZED BY THE DESIGN ENGINEER. A MINIMUM DIAMETER OF 2 -INCHES SHALL BE PROVIDED. 5. TAPPING SADDLE IS DEPICTED HOWEVER A TEE (DIA. OF FM X SIZE OF ARV) SHALL BE INSTALLED INSTEAD OF A TAPPING SADDLE FOR ARVS N'. lr Cr zr3 r C•crun ty P+_k)IP' UOIICIS.'S DR^SIOfI SHEET NO. (W-13 %�A`M1444414W@;Sd�AdA4s �1 y �%•�°I°4g44®91lAlT, °% P � U;co � ®®P LLI uj Un o� �d ��` f`�^'��Mt!ld1441444°r'A�p^•,�� r s � r r ONE r. �v jw r ■ c a I M f � I y�: � r r w 4 ONE r. �v jw r ■ a I y�: 10W m ONE ■ r 0 EJONE SPD Pump pl ARW IRED LEVEL CONTROLS) TRflL A ARD WIREDACCESS ' M r m in r 0 Ln y WAY VENT I ' LEVEL CONTROLS) .. a'....,4., b t�' ��1{ ~ ;, s'.; e y ; : :1 RPM y - 6 # LEV(WIRELESS CONTROLS) L 2 ELESS LEVEIRt CONTROLS) E C4 C r..�t, T' to STRAIN RELIEF CORDEIDR21 . U. °. CONNECTOR GASKETED LID, HDPE h C 44i POWER/ALARM CABLE 6 CONDUCTOR '.�a/GND � - INTERNAL WELL VENT 00 6 2 ..;< i 0 - � � _ 2.0' DIA. I: 3 ED, EQUALIZER UAL WALL, CORRUGATED HDPE ACCESSAI 5E/ONE T RADE AUS STATION . .w . .....a. FIELD JOINT REQUIRED ozIGRAM /• ,. ;n, _>� -- "-- O� i, h = "x'E ..:IG I'l' ,.,.,�1< RE --- L..:$I I H _ s Y � � � - i FOR MODELS DH272-97 DH272-129 x-1272-160 ELECTRICAL Q�JIGI DISCONNECT ..� \ . f / G e . eay yah: y,," DR272 97 DR272-129 DR272-160 NEMA 6P (EOD) i -Av5 irr<:%dT The,: mod. s y's ,/ r r.. YL. S.I�E ✓._.A Lf�'.L. a w.. tC; D,:. s,w.., w. .. iP:�R."tE. ..,�. c,. ..L..R"�6....1�i <.u.. W'. �./t�`if .s��'P�».: Ytd.,:£<� .c33y,'}::5. � � � I� ss I,d 5/161 STAINLESS STEEL HARDWARE '/ .P �:r� , ,// y1 U.!. -es- .�'�d��.��:�.�1ia%^wma �,, _ n»€� t E -, , n: ,.�F _,� " �s. .... -FIELD ASSEMBLE- gg #B PLACES) . ,. . w,....... ,-• ....,:mss. . ,. ,. .,.. .. � t; i �, �- a: ..o:#� ..;. �.,:, �sl"s �... �, ,�: Ci[�., and �_,�< ,.{'. e'�., <�.,,.., . _o,, ,fie _ .- mow. f e..r.< s.7...� i G €../ , � _,.,.I :3.i, �;4s � a <.,�;„ s .. ........ ... .: # i - ATAPE-3:E LOCATE- SIK Ei.€3 L C � .. " __ g. C::. 4 �.: Y. i. l„ y..., w ft r't r, l. :..,,.,Ma _ -: :. ....... .. �.. „ .... b ........ £ �� DISCHARGE COVER OVER 610. DiSCH ......... 7,HREA€;ED INSERT 1b PLACES.. ( ) .K-- :. r .».:_.... {,.,.. :., ,.:.... .h "' t M::.. -i:. w ...., y „,... wi .. E, {'Y I tr.£/'r;:},-s S��[.5ere 3✓: e iaE�kl m�� rv�,� �, -,,m £.: fi3d.ns$ _-- "%�. �� &:.€ n` �>as a. ��}.�1:?"'? :, ::: 5: INLET, GROMMET (3G4 S.S.) INVERT 2T TO ACCEPT 40$ CSD DEPTH i- Rated or , $# n 5 00, ri : t. SM° ��T :: ' Fy� � I+,�,. fr ��_ .,... b „ �, d� , _ <. P' a ��. -` :{ t 5 5 ! (STANDARD). PVC PIPE STANDARD QUICK DISCONNECT ASSY. �-- � ,.. A 11t� i 1.41 ,IfF, �.tl#: t .�. wa r <... y... ,. ,�........».»»......... .............. »»,.y<�<�. <.<,«« y x.-, (. P �' DUST COVER SUPPLIED OR SHIPMENT (NOT (304 S.S.) AI F1 JOINT £31s:',�3�s3,+" I";'_•sc"?. #::/�:.,�<�", , .. , . .: 4"d. ,: :«,. m ..... w .., r u .... ,.:...r, .»Way✓ w .: -'§,i+ .i >b, a.a#xcs-„.z;x€',.#ti�s /&.„�C";s��<r Mr r I. i< 5 tLi 's 2r, (� SUIT LE FOR BURIAL ) � P i � � �.�S,s..�'ss ' • . ,,..,.:;. a V �• .a... ': # ', ` � S S CAST BALL VALVE ss.o° ; CI"EINSTRUCTIONS FOR FURTHER DETAILS .....<.. � . qq„ r i ria 22a_s" � r,�, x,, ,..w ,r the i S r v. , ,''.: kms+ ,.. . . ., ,.i-. ,r^4'" ._cii-.'..�,. .Ji� .A � Y.S.`."L«.. t aa.. ...,, ;cs"£. ». t .1�.,. &'f�RC.-..G.<. s.✓, �� . .,.,.u, ... <..i*". �` .� v, aFsa.. s1.w'"S.is;, £ -:4,,,.,.„^c „r�i?�. t� !#'r 7" i -fes .£'a. .� %, 4k:i a � : . $. Xs ,C, r>r' • .; ../ E, :t-. r £ riC 1. 4 ., /. E<... f�,',,...M. #eKda.<..I 'i .. .,W,•1:f Grye's ..,�,,,e. , ,�,>w.rt� „� .5,� .b � _.I ��I".t.�. w ... �. � �, � ,.,a:,.,. � r _ y.. f i 5 i w' 3 ff t,,,, t ; � DISCHARGE DISCH 1-1f DISCHARGE LINE u (304 &S. H .. .. .: .. .- �••`, , : w w..r .. ..c.i. ..:5, .<^a l .. i . 4. w w : ys v .. . .w., , �.._: $,1', i,»,:! .L:. rt.✓ „�..,. a �:ul .. <.... w,.Ls:,W.<.. „c I ...., , ,.4 _ � ., .., ,..,� �- f ais ✓:.r., s /.. , <,.:. f! ! f 4r .._............ ................ ... ......._......._.... .... , . . ................. 3 s ... uses ., . ... .-., .. .. r....,. .,...: Wr . s. -.. ... , . ,. :. 1".,. ,.. ^'..sem /,� ,31<}.... 3f.. s . r.. �t4,w5�.,.. b'�....a��.sy. -f. ,. ✓. rD,„' �'. 6.•�: s:... �'£ ,ou. U, ,�: f . , ,,,s,G....-_., �"Yi,,._,.b.✓..� ,.-al"'s's"£M�£3�'<.� 1t} a„$al'�.§�"##...1.. _.�. 3C3 .'�sa..,�:�#. &r �.; .sf't ,i CHECK VALVE 1 - a ,;}. -ar ?'xuncre - a I� kv. 6` 1 :,�`� � A1C.%E 1 �.f�i� 1�.;e1�� t ; : " ,. 1 _ 8r'5 HCl. in 1026 mm (NORYL) ) .fes t s ALARM ANTI -SIPHON VALVE �1'Sr t , a , ,< . ,.w»,,,,,,, .,s.•r,,.,- r,,.< g - ,.», ...rrrr ,rrrr.,,r,. ,,,,r, yr ,r.,,r, ,r,,,,.,. „.w,........... ...................... .. f,; ;: ''�.._ BALLAST fd y :. .. war,.. Y �: �.. ;, H: {, /• ,fir, -'w. ., 'Arm' 4. .. h .. q:T. ..- -d: s ..y�.y ,..,.. i. .,..> Vis. ,. �•.LE". ,:,:.s... �£._rta_,. _<..�.YeP°.:. »s }.. i•�,:�ul ,t �..;e _..._.ss;. .. ....,.5!.^_"R_ .1.-. i .s. Y £ 27 in CONTAINMENT }`IU .,.w: ....wmv .:...,*-.�..,....'�....-"!.i :: s......................i ,. ,� y .a�� t rTi (/}� 4.JN 1 :9. .� :�4f,Ese•<. _.(}F%a �,s,�t�r�E? S.8 S S. i- `s. 1.,: :...:.: :......;.. ..... s.. g<... .:.y " Ja r 4 ryn 220 gal �3 L 19 Ih r l ..,. ,.r•Y' rt. !3:,:. 3-.. �` .,. ,. ,. ,: ... 3�. .. ,?".. }-• ... iv, ,..,;•.}...: f'. .. .,,_i". �.. .-•.. ..i•+• 4 ,.w,£ £,.<It: .....:.:Fr€at. M<.d•..., D$t� c �. m. .#m.. ..t .,_ 8f.i:Is#. a, la,m .. .::.:,. t .. 4.:.. 5 ,a.i 4 a� ._,e ryl ,. ,. f .. ,,. ...... ..'......... .. ... .:. '.. .. .. .: ..,,,., .: .. ... �.;. s«. . ,. £ , . �.. y }<;1 ..A °rtn 476 mm OFF 1a in ! J FIBERGLASS REINFORCED TANK j pp99 c t Y 9.: 4 9 �r ;'< ,., ,M<•,. £�3�'�, w��ra�°s.,�<t��'«w l:,:.. € i i 5 ` 4 S , r i # :; ., # I _, C' r .: _ 132 9a1 37� mm S L 34 til 112' NOMINAL MALL THICKNESS � 2 ,5 GALLON CAPACITY DISCHARGE: 1.1/4 FEMALE INLET el�Oa GROMMET FOR A PC OWV PIPE (STANDARD) RE THREAD Uzi. .. ,,„ ....,. ..„:.'.•t' .:,. <£ , <.... , i-:..:. .. ,:.::»,. _s >: ,. ^sem ,. #;, .. ,.m, ..w .... ;.1:;.: r. . k., ,. .Z_ .: a ✓ s , Pump: Y's r• ,r,: vr. : $. ..g<..w , .. ,_, F' NPT ��.5'r" �a r :�,.. �:.. Oar, .cs,�E•::..,r�:<-, � ..�.rlTi.�"3,;�'..m.n. <?�§. ,. ..i�.•✓ :?9..?', s&;. T ,.�<.:,,i,,,.., ,�'d.'v...�., »ru$;. d�d.�l,. l�: , t t a rM�p-. •f _'. y� �,,�. P. '�>.w ,,,y AGE:¢, uti. :: :.,w 14 wY% )".u5W.i. L�t:,.f. 4Y.5 f...:E. mal ..Ftr,R.>,...:.6 .f 4.✓£ "i'.»:....«. adapted '� /:.:ii 9�aa,�,, �:'." :'--: Y.M1T ,9�.:'.:: other j, , y., s ,... ._ ,... y<,«<,. .. y«.< _.. r _..... ___... 5 5 20 ,0 �� y ��.�.......�,�...... �T,, g �g at:,E�,.: ..i' rH,ypm at zf psig s.I�..Q8 Ips �{, C RCIP 5 ! NSF N S F UL 1 psig4c"AdAR Ips, fat 2E 11 gipm at 40, 78 T pgr� at ;80 -.� ._ „1.x-9 ps, at 5Iw �; � € 5' t €' ? r SEMI -POSITIVE DISPLACEMENT TYPE PUMP. EACH DIRECTLY DRIVEN BY A 1 HP MOTOR AD CH 10/20/10 D A D CAH 7%13/07 6 1/2D Accessories t ( ` ��I i:, ! >,,.>,,,: a ys„•,;: » ,,,• , i ,_ OR s I HK'D TATE ISSUE SCALE CONCRETE BALLAST MAY BE REQUIRED ....... ........ ........ SEE INSTALLATION INSTRUCTIONS BY FiI<'D BATE ISSUE: SCALE.. _ _„. t. _ r- ,4' :�. C. 4r :9�•)r. D','Cs "' Y�� gy $ #"'9a. f : �n :.yf� z'4. ...4� C�oY�9 Y-^� �-W'^. C� h s-'}. .../. �:'��. rt .i�.f:#a'srtF e.� .i i�Sn a, �.m m%F rtrt n.: �.b.,�,.Yr'1,'gr,.., ..... , I..- .�,: .?e/�N,tr., m.Y.•G2::fi....•..... s...A...C..... tr. £. ,....1�. q a.�.h:R ... e �3 .. , w. w : , , «. w. „a,.:sis?^i,Y� e'i `...,sxs�'v C-<�; .w:<e� g,rs.'r'4'J'/ea �/ I :,� �.f�L%�fl w'ir�?�✓,'�?�£.,,, w�;��..`.,. ��<t�;;1 i3,3. c„E':swu�`•». � » y>,.,:, »»•y:,,, .,•,., „,,, y » »,,,, r �, „ .� ,� i I j j^{''��1(`RETE BALLAST h�i BE RE CONCRETE MAY REQUIRED INSTALLATION EE IN ST i i �J�) INSTRUCTIONS ALLA FOR DETAILS FAIR DETAILS U 1.' t/ y `P z 1 Pale t Nu�klsi' ears. , 2,31 NOTE' DIMENSIONS ARE FOR REF ONLY 3' FYI��¢��.�yj , wl. »..a:.�iL ,...N"_#' zS'.'°E'v-_. r.$,w. ^" '°5 :F.�: ➢' ."1.2Y' %/ 5..7°i i-. ,'.. , ;-*:.�s;;.�'s �'�o:<�',� �°'� ��5z>I�I<- �,�11:�'�: ?�S;`E�,,.� ��?:_,�F'e;:.'�`;�<.. bas, ,.,,,.s�., €i.#'#:b'�-`' .--1 ;,:.:. SES: se -r , ::, r i a }:##4M.,#-d_ Y»,.�.Y-,rtb.:.�e f- - - _---__ t__L.11 :,, NOTE: DIMENSIONS ARE FOR REF ONLY MODEL DH272 / DR272 MODEL DN272-97 OR2727 .x -1I # DETAIL SHEET en i '%e R�*iCll'as9-• sse'�I�°Y" `.� :ide„ a }ter ins :,.,raE eons ��<~£ere he aiw sad'#e`i': �'na Sze. hidden �x>�s�iv4-rsI4'!�ef :v, s. r: rs,J'} ay.Ydd'. YI �.: .,, .... �. (M\) {J�� {%"'}j ''-"yy ({�J �/"`� NA PO4 1 V f k 'V .�./ �../ G- E-ONE(RINDER PUMP BOYANCY CALCUIAT10NS: DH272/DR272 Volume of Station Wet Well= 46.0 cu ft Station height= 705 lb SOIL CONTR I ,DTIC ANGLE OF TO BALLAST ANGLE OF REPOSE REPOSE Station Height= 96.0" < 7- A. Buoyant Fergie 1. The buoyant force acting on the submerged D 2'72-97 is equal to the Freight of the displaced grater for the section of the !haat is submerged (wet Drell). 13A \\\'444�� r a�� F buoyant = (density of grater)(vol e of DH 72-97 wet well} (62.4 lb/cu. ft)(43.0 cu. fl) 2370.4 lb f 2° The net buoyant force acting on the station ( net -buoyant) is equal. to the buoyant force (F buoyant) 41.5! us the Freight of the der pump station. SE T ION I - - ! F net -buoyant = 2870.4 lb- 705 lb 2165.4 lb B. Ballast Force 1. Determine the volume of concrete (if applicable) & sail (saturated and ) Dry Soil Section. Io Used To Determine The Volume Of area=(Heightff idth) + (TrapeZoidai Area) + (Top Area) 7.5 = 141.5")(3. 74") + (1/2)(20" + 41.511)(9°36t1) + (13. 1")(17.B") . ®676.2m2 Volume = (Airea)(Average Perimeter of the cylinder) = (676.2in2)(2 )(22.1") = (93396.0 inl)(1/ 1723 ftp/in3) �- = 54.3 ft°3 2. Determine the combined ballast 062°0 Ballast (total) = Ballast ( soil) UNDISTURBED= EARTH CP (V so11) (density soil) _ (54.3 cu ft)(1101b/ftp) = 5973.0 lb SOS - 07/10107 - 1/20 C. Subtract the buoyant force from. the ballast force to determine the final condition I Y C D A3 &S SCALE Final. Condition = Ballast Force r Buoyant Force = 5973.0 lb - 2165.4 lb = 3807.6 lb SECTION I DRQ` SOIL (ACCESS AY) BALLAST INFORMATION DH272/DR272 CONCLUSION: THE DOWNWARD FORCE IS GREATER THAN THE UPLIFT FORCE. THEREFORE, THE WEIGHT OF THE ROVND AGGREGATE EGATE (GRAVEL) CONCRETE PLUS THE WEIGHT OF THE SOIL IS SUFFICIENT TO COUNTERACT THE BUOYANT FORCE OF THE DISPLAC=ED WATER. 0 0 ® Co Lf^ dY Z M r m in r 0 Ln y @@ AS�i,B1/104�'t��y�9��® '« f fit, 0 0 0 in r 0 Ln y ..} 6 # E M 0 E C4 C T' to ,. U. °. C 44i 00 6 i 0 I: 0 H 0 0 i i U E H 0 0 U E H , i H n I i 1 1 z v 1 � 1- w a3 u e z KkFa o W Gaa�z 1 w � 1 8 oou 1 16 15 14 13 IIA 10 9 8 7 6 5 4 3 2 -2 -3 _4 nj VU ra = NIVW 30803 OOZ Nd - 6 8G 131365'0) „v -11 'G'H'H 2 'G C70in WVOfx7 E -F mxC7�U �a�W �x3awixwmoW..�o �m a3 �Ro z �W��zwz"uaH xawxv�3o a c.wF;a.asoU wo E U aw E wp":,o 1- ¢w 63 O �H wO �¢ LJ �C� FF WW 04 c�0 ww� c7N�w vN-ia x a7w�xo W 5R W LzW7 6 W C4 on ¢ z wa3m�www nOF nR 1i" c73n.xaw.-�a a3 max= 2) 0 0 v W o 0 ® ye aw.<rw zzz U 0 H C � GENERAL UTILITY/ PLAN & PROFILENOTES: 1. ELEVATIONS ARE REFERENCED TO NAVD 88. 2. THE LOCATION OF EXISTING UTILITIES, PAVEMENT, VEGETATION AND MISCELLANEOUS IMPROVEMENTS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 3. EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUIVALENT TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION, AT NO ADDITIONAL COST TO OWNER. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS, (LATEST EDITION), COLLIER COUNTY DEVELOPMENT STANDARDS AND SPECIFICATIONS AND COLLIER COUNTY UTILITIES REQUIREMENTS. 5. THE CONTRACTOR IS REQUIRED TO ADJUST ALL VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS NECESSARY TO MATCH PROPOSED GRADES. 6. CONTRACTOR SHALL NOTIFY THE COLLIER COUNTY DIVISION OF DEVELOPMENT REVIEW A MINIMUM OF 72 HOURS PRIOR TO ALL REQUIRED INSPECTIONS. 7. FILTRATION OF SURFACE WATER FLOWS AND TO PROVIDE EROSION PROTECTION DURING CONSTRUCTION ACTIVITIES. PROTECTION IS TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS OR SUITABLE EROSION PROTECTION TREATMENT. 8. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED AND MULCHED UNLESS NOTED OTHERWISE. 9. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION. 10, CONTRACTOR SHALL RETAIN, ON THE WORK SITE, COPIES OF ANY PERMITS NECESSARY FOR CONSTRUCTION. 11. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER. 12. CONTRACTOR SHALL CLEAR ALL EXCAVATION AND FILL AREAS; ACTUAL LIMITS OF CLEARING SHALL BE DETERMINED IN THE FIELD BY OWNER OR ENGINEER. 13. THE LOCATIONS OF EXISTING UTILITIES AND STORM SEWERS SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORD DRAWINGS, GIS DATA, AND FIELD INFORMATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXACT LOCATION PRIOR TO CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE ENGINEER. 14. THE CONTRACTOR SHALL ACCURATELY PLOT THE LOCATIONS AND DEPTHS OF ALL IMPROVEMENTS INSTALLED ON A FINAL SET OF RECORDED DRAWINGS WHICH SHALL BE DELIVERED TO THE ENGINEER. 15, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT, ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED DEWATERING PERMITS. 18, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED TREE REMOVAL PERMITS. 19, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH APPLICABLE REGULATION 20. CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS PRIOR TO ANY EXCAVATION I 100.00 1 I (WIGGINS PASS ROAD R. W.) 34.00' 26.50` 19.50' C? q Df u.i w 30.00' _-AIR RELEASE VALVE PER COLLIER COUNTY, SEE o DETAIL SHEET SDP -3.3 rr CROWN OF ROAD TOP OF PAVEMENT WIGGINS PASS RD. - @ CURB CUT ELEV. = 8.7 (VARIES) ELEV. = 8.3 (VARIES) EXTG. SIDEWALK WIGGINS PASS RD. ELEV. = 7.8 (VARIES)A 9 Ile TOP OF 8 PRECAST CONCRETE LID AT ELEV. = 8.4 NAVE r �� g Ld --'�� m _ Z 0 s _ 16 15 14 13 IIA 10 9 8 7 6 5 4 3 2 -2 -3 _4 nj VU ra = NIVW 30803 OOZ Nd - 6 8G 131365'0) „v -11 'G'H'H 2 'G C70in WVOfx7 E -F mxC7�U �a�W �x3awixwmoW..�o �m a3 �Ro z �W��zwz"uaH xawxv�3o a c.wF;a.asoU wo E U aw E wp":,o 1- ¢w 63 O �H wO �¢ LJ �C� FF WW 04 c�0 ww� c7N�w vN-ia x a7w�xo W 5R W LzW7 6 W C4 on ¢ z wa3m�www nOF nR 1i" c73n.xaw.-�a a3 max= 2) 0 0 v W o 0 ® ye aw.<rw zzz U 0 H C � GENERAL UTILITY/ PLAN & PROFILENOTES: 1. ELEVATIONS ARE REFERENCED TO NAVD 88. 2. THE LOCATION OF EXISTING UTILITIES, PAVEMENT, VEGETATION AND MISCELLANEOUS IMPROVEMENTS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 3. EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUIVALENT TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION, AT NO ADDITIONAL COST TO OWNER. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS, (LATEST EDITION), COLLIER COUNTY DEVELOPMENT STANDARDS AND SPECIFICATIONS AND COLLIER COUNTY UTILITIES REQUIREMENTS. 5. THE CONTRACTOR IS REQUIRED TO ADJUST ALL VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS NECESSARY TO MATCH PROPOSED GRADES. 6. CONTRACTOR SHALL NOTIFY THE COLLIER COUNTY DIVISION OF DEVELOPMENT REVIEW A MINIMUM OF 72 HOURS PRIOR TO ALL REQUIRED INSPECTIONS. 7. FILTRATION OF SURFACE WATER FLOWS AND TO PROVIDE EROSION PROTECTION DURING CONSTRUCTION ACTIVITIES. PROTECTION IS TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS OR SUITABLE EROSION PROTECTION TREATMENT. 8. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED AND MULCHED UNLESS NOTED OTHERWISE. 9. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION. 10, CONTRACTOR SHALL RETAIN, ON THE WORK SITE, COPIES OF ANY PERMITS NECESSARY FOR CONSTRUCTION. 11. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER. 12. CONTRACTOR SHALL CLEAR ALL EXCAVATION AND FILL AREAS; ACTUAL LIMITS OF CLEARING SHALL BE DETERMINED IN THE FIELD BY OWNER OR ENGINEER. 13. THE LOCATIONS OF EXISTING UTILITIES AND STORM SEWERS SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORD DRAWINGS, GIS DATA, AND FIELD INFORMATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXACT LOCATION PRIOR TO CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE ENGINEER. 14. THE CONTRACTOR SHALL ACCURATELY PLOT THE LOCATIONS AND DEPTHS OF ALL IMPROVEMENTS INSTALLED ON A FINAL SET OF RECORDED DRAWINGS WHICH SHALL BE DELIVERED TO THE ENGINEER. 15, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT, ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED DEWATERING PERMITS. 18, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED TREE REMOVAL PERMITS. 19, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH APPLICABLE REGULATION 20. CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS PRIOR TO ANY EXCAVATION I 100.00 1 I (WIGGINS PASS ROAD R. W.) 34.00' 26.50` 19.50' C? q Df u.i w 30.00' _-AIR RELEASE VALVE PER COLLIER COUNTY, SEE o DETAIL SHEET SDP -3.3 rr CROWN OF ROAD TOP OF PAVEMENT WIGGINS PASS RD. - @ CURB CUT ELEV. = 8.7 (VARIES) ELEV. = 8.3 (VARIES) EXTG. SIDEWALK WIGGINS PASS RD. ELEV. = 7.8 (VARIES)A Hor. Scale: 1 °' =201 'deft. Scale. 1" TOP OF NEW PAVEMENT ELEV. = 9.2 (VARIES) Ile TOP OF 8 PRECAST CONCRETE LID AT ELEV. = 8.4 NAVE r �� '-Co Ld --'�� m _ Z 0 �C _ 25'x 86'x 1.5'DEEP WATER MANAGEMENT PROPOSED 1" HDPE DR 9 - PR 200 DRY DETENTION VAULT WATER SERVICE LINE, MAINTAIN ,< e d / , � 1OP OF 6'" SAND BASE AT ELEV. = 8.25 NAVE 3,225 C.F. OF STORAGE 30" (MIN.) CLEAR BELOW PAVEMENT � 1 +1► 1 EXT O.1S CAST IRON F.M. � � ,� FILTER rABRI„ TOP OF 24" W. x 12" D. CONCRETE FTG. ! fill (SUCTION LINE) EXT G. BURIED TAP EXT'G. F.M. MAIN WITH TELEPHONE BTM. OF EXISTING �� ELEV. = 5.75 NAVD 125" HDPE DR 9 - PR 200 F.M. •_ 16"x4" TAPPING SADDLE... _ _ PROVIDE 4" TAPPING VALVE PER C.C.P.U. DETAILS &ABANDONED EXT'G.16" F.M. / RMJ GROUTED IN . = 2.9.) SPECIFICATIONS. {DISCHARGE LINE) ELEV/APPROX ,,u_...�,.� _-=-. ;� _ W & PLACE ( (3/4" GRAVEL) PROVIDE 4" HDPE DR 11- PR 200 PIPE SLEEVE W/SPACERS, THRU VAULT FT'G. GRAVEL BASE AS , N - BOTTOM OF PROPOSED 4.2 (MAX.) MAINTAIN OVER BELOW APM& BTM. OF EXISTING 12" W.M. - PVC DR14 .. SHOWN FOR 1.25" FORCE MAIN GRADE / PAVEMENT ELEV. = 5.25 AT PIPE CONFLICT ELEV. 2.8 / (APPROX.) r, I I it 0 / 4 ■41 ,3 � �- (3/4" GRAVEL) ' w H.D.D. PROP. 4" (CASELESS) HDPE DR 9 - PR 200 F.M., TOP OF PIPE AT CONFLICT ELEV. = 1.3 / (APPROX.) MAINTAIN 18" MIN. FROM W.M. rA PLAN Et PROFILE FON WASTEWATER FORCE Y C' MAIN o-: �6�6�t9i✓ttBltpdp�F� Ile r �� '-Co Ld --'�� m _ Z 0 Ln �AA PLAN Et PROFILE FON WASTEWATER FORCE Y C' MAIN o-: Ln C: A LAW + +1► ttr . fill f # •_ E # CL . to) :.i ' APM& LL .. Lol r it 0 4 ■41 ,3 i. Co co �. �0 PLAN Et PROFILE FON WASTEWATER FORCE Y C' MAIN o-: C: A LAW + ttr . a E CL . pro 11 i. Ron ' s ©�®. PLAN Et PROFILE FON WASTEWATER FORCE Y C' MAIN o-: s ,, � r ib � �, w k w � w � � , ♦ i .. k fryt RIGHT OF WAY XC \4 -1 Ci I N ' X) 6" MINIMUM COARS� � UQf1(4;L AGGREGATE ; (EXr'G.) IV cAsr IRON F.M. (sucTioN til— Ea1�— — FM _.... FM FM FM FM "�— FM FM G FM FM FM - FM r-_.. FM FM FM -� FM FM (EXT'G.)16^ F.M./ RMJ (DISCHARGE LINE) FM FM — FM FM FM FMFM FM FM FM FM F .. .. - R � k ■ '� � � .fF r >•f � i � lw Wlr*-24�Lw MINIM I 19011M ,t , :. , i 1, k, • s #10063M M 6 !K ! ----------------- IL°TER FABRIC SILT FENCE INSTALLATION �g�H{ p„ I. Set Stokes 2, 'Easoowto a4" X e Trench �E R t UT WiC P T � B' Max.Upscale Along The Line Stakes t w (- r Awl, 2 4,,s<- " FLOW 3. Staple Filter Material To Stakes 4. Backfill And Compact The And Extend it Into The Trench Excavated Sag U-A..Y �14 - nre:xo........ SPACING OF POSTS PILTER FABRIC TO BE 6-10 FEET APART MATERIAL PONDINC NT, 0fWnIKIr WT 1 FILTER FABRIC STEEL OR f r' ATTACK SECURELY WOOD,POSTTO UPSTREAM 35 HIGH MA)� Ef SIDE or POST RUNM �• f 's t 2' MIN, - 4" x I} TRENCH -"T COMPACTED BACKIFILL MOM DEM TRENCH VATH NATIVE RACKFILL T H %L NOTES: 7. IFISPECT ,ANG f�EPAiR FEMCE daF7EF2 EACH STS�3M Ek6EPNT AIUCI RtT iEtiEhtl=NT t�ECESSAFiY: ^,� ItE�10 SEiJiME�IT SItALL �E 17EP(151TF� to AN AREA T�1AT PALL FiCiT CC3FI S<wDI�SEhIT �aFs:»517E ANS CAN ISE PERMANEMii.'I STASIu�E�. �. SILT lC SkiALL �� I�LA�Fb �i� SLCIPE: G'�TI�.IRs Tfit MAX9RI2E PCiNDI�lG °F Shoat Flow Installotir (Paspective Mew) rte" Points A Should fie Higher Than Point B Drohage Inn latlon (Front El Clop) FILTW FABRIC i I MATERIALTO THl�E E Y FASTENED TO ATTACHING TWO SILT FENCES POM OR 1F UBEO a � CJ THE URE NESH k A °COUNTY PER IT TO PERFORM WORK AND JOR MAINTENANCE IN n> J v APPR4S 1ATELY B INCHES OF FILTER FABMC MATERIAL PI,A, END MUST EXTEND INTO POST OF IME SECONO FENCE A NCH p BE � � INSIDE T41E END TRIANGLES TO BEIMAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN "` POST THE COMPACTED BACKFILL. MATERAL 3T FENCE CLEAR TRUNK HT. OF AT LEAST Sy, k ALL SIGNAGE S LL BE PERMITTED AND APPROVED SEPARATELY. STE£I OST tk b ALL COSTS AND iXPENSES OF ALL REPAIRS, REPLACEMENTS, POSTS At TATE LEAST RUNOFF 1Si? OE E IN A CLOCIMSE PERMITTED WITH A CUE SHALL BE THE SOLE FINANCIAL 1 DIRECTION TO - VzCRIZATE A 7T1HT ✓� ,,N J + 1 \ i'•>. SEAL VRTH THE F'AMIC MAT IA; r 1O ll#4 #E r vim+" �; fit , DIRECTIONCF RUNOFF' WATERS (MIN) �! 4. '"APPROWAT£ OUT 4-04CH Sly POSTS 14 INCHES INTO VE � GROUND ANO 1 >>., .. BURY FLAP , OHW 19, I IROAD 100'-0^ ROAD RIGHT OF WAY rPUBLICLY MAINTAhVED J R aR 81 6� blb 5 +53 +6. 1 bp N90°00100"E 1724, 0�M "'SEE NOTE REGARDING CURVE CI"� i . — . — . OHW _._ . _._ . ..OHW N89°59'07"E 123.92(Ivi} +6a — __ �µ -- . — ..oxw- oxw— . oxw - _ -- _ . ® Ll N89°59 07"E 103.54' (M) 'l 11b 6! +6� �® N90°00'00"E 124.00'(M) (P) ADJACENT PROPERTY ZONED C-4 (EXISTING, DUPLEX) P, 5 + + 0- + 0 RESPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. I 0^ I I I i I ba GENERAL PLAN NOTES: a � CJ k A °COUNTY PER IT TO PERFORM WORK AND JOR MAINTENANCE IN n> J v PUBLIC RI WAY" WILL BE REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN TH PUBLIC ROAD ROW. a ALL PAVEMENT I ND MARKINGS SHALL ADHERE BY FDOT INDEX #1.7346 . ALL SHRUBS AN GROUND COVER PLANTINGS WITHIN VISIBILITY rY TRIANGLES TO BEIMAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN ADDITION ANY T ES LOCATED WITHIN THESE AREAS MUST HAVE A CLEAR TRUNK HT. OF AT LEAST k ALL SIGNAGE S LL BE PERMITTED AND APPROVED SEPARATELY. b ALL COSTS AND iXPENSES OF ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITTED WITH A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. I 0^ I I I o 0 a � CJ J v rY r MIZIM !t � � t t ! � ■ ! i f � l t � ' M y • 1. � M A': ■■fir (Adiacent. r D' REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED GUMBO LIMBO BUFFER NOTES: PE "A" BUFFER (TREES) 267 L.F. - 30 = 9 9 CS 4 TOTALS= 9 9 TYPE 'A': SOUTH PROP. LINE - (Adjacent use) C-4 (10' WIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED SHRUBS RE UIRED SHRUBS BUFFER NOTES: PROVIDED PE "A" BUFFER (TREES) 124 L.F. - 30 =1 4 6 (EXT'G) CE 12 SILVER BUTTONWOOD 11 25 GAL. CONTAINER, IO' O.A. 4'-5' SPR., 13/4 " CAL. (MIN.) 31 31 SHRUBS TO BE MINIMUM 5' HIGH AT TIME OF PLANTING AND 6' HIGH WITHIN 1 YEAR BUFFER SHRUBS 124 L.F. - 4 - (SHRUBS) 0 CABBAGE PALM SABAL PALMETTO 160.A., MATCHED/BOOTED/STRAIGHT YES SHRUBS ARE BEING ADDED PER STAFF'S RECOMMENDATIONS ON 5/30/17. 31 31 L 9 A - TYPE 'D': NORTH PROP. LINE - (Adjacent Use) WIGGINS PASS RD R.O.W. (15' 'SIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED SHRUBS SHRUBS BUFFER NOTES: REQUIRED SHRUBS: DOUBLE ROW STAGGERED P, 4' O.C. MAX YES SIL RE UIRED PROVIDED CONOCARPUS ERECTUS VAR SER CRUS TYPE "D" BUFFER (TREES) 124 L.F. - 30 =1 4 4 62 I � j MUHLENBERGIA CAPILLARIS BUFFER (SHRUBS) 124 L.F. - 4 x 2 = YES 1 62 62 ZAMIA RORIDANA TOTALS= 4 4 62 62 TYPE 'D': EAST PROP. LINE - (Adjacent Use) VEST LANE R.O.W. (10' NIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED SHRUBS SHRUBS BUFFER NOTES: REQUIRED SHRUBS: DOUBLE ROW STAGGERED 2 4' O.C. MAX TR i 49 FLORIDA GAMA GRASS TRIPSACUM FLORIDANA 3 GAL. 2-4' HT., 4-6' SPR. (AVG.) YES GROUND COVERS OTHERS SOD REQUIRED PROVIDED PE "D" BUFFER (TREES) 267 L.F. - 30 = 9 9 r bs MUS' face toward tree roots Sidewalk PE "D" BUFFER (SHRUBS) 267 L.F. - 4 x 2 = PASPALUM SECONDATUM SET ON RAKED, SUITABLE SOIL / REMOVE ROCKS > 3/4" DIAMETER / TIGHT JOINTS 134 134 PALS = 9 9 134 134 rVEHICULAR USE ISLAND PLANTINGS: IOR LANDSCAPING ISFORMULA) REQUIRED INTERIOR LANDSCAPING AREA PROVIDED INTERIOR REQUIRED INTERIOR LANDSCAPING AREA LANDSCAPING TREES PROVIDED INTERIOR LANDSCAPING TREES VEHICULAR USE /INTERIOR LANDSCAPING NOTES: VEHICULAR USE AREA: 14,880 S.F. x 10% = 1,488 - 250 = 6 1,488 FT.2 1,650 FT.2 6 _ 8 TREES AND PALMS SHALL BE A MINIMUM 10 FEET HIGH AT PLANTING. VEHICULAR USE ISLAND PLANTINGS: REQUIRED PROVIDED REQUIRED PROVIDED • ' ! Sai 3a fi::i a SHRUBS SHRUBS I GROUND COVERS GROUND COVERS M rI SHRUBS/ACCENTS & GROUND COVERS = 1488 F1.2 - 16 33 I 47 54 47 56 BUILDING FOUNDATION PLANTING'S USED: BUILDING FOUNDATION PLANTING REQUIREMENTS REQUIRED BUILDING PROVIDED BUILDING REQUIRED BUILDING PROVIDED BUILDING BUILDING FOUNDATION PLANTING NOTES: STANDARD FORMULA FOR BUILDINGS UNDER 10,000 S.F. FND. PLANTING AREA FND. PLANTING AREA FOUNDATION TREES FOUNDATION TREES BLDG. PERIMETER = 343' L.F. X .25 X 10'= 858 - 300 = 3 858 FT.2 879 FT.2 3 5 TREES AND PALMS SHALL BE A MINIMUM 10 FEET HIGH AT PLANTING. _ REQUIRED PROVIDED REQUIRED PROVIDED BUILDING FOUNDATION PLANTINGS: SHRUBSSHRUBS GROUND COVERS GROUND COVERS SHRUBS/ACCENTS & GROUND COVERS = 858 FT.2 - 16 = 54 27 27 27 27 BU TAG QTY COMMON NAME TREES PLANT SCHEDULE BOTANICAL NAME I SPECIFICATION NATIVE BU 6 GUMBO LIMBO BURSERA SIMARUBA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES CS 4 GEIGER TREE CORDIA SEBESTENA 25 GAL. CONTAINER, 1O' O.A. 4'-5' SPR,, 13/4" CAL. (MIN.) YES QV 6 (EXT'G.) LIVE OAK QUERCUS VIRGINIANNA EXT'G. OAKS ARE MATURE TREES THAT RANGE IN CALIPER SIZES, 13" - 24" YES CE 12 SILVER BUTTONWOOD CONOCARPUS ERECTUS 25 GAL. CONTAINER, IO' O.A. 4'-5' SPR., 13/4 " CAL. (MIN.) YES AF 4 SWEET ACACIA ACACIA FANESIANA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES PALMS SP 0 CABBAGE PALM SABAL PALMETTO 160.A., MATCHED/BOOTED/STRAIGHT YES RO 7 ROYAL PALM ROYSTONEA ELATA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES VE 2 CHRISTMAS PALM VEITCDHIA MERRILLI 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 1 3/4" CAL. (MIN.), (ORNAMENTAL ONLYI) NO SHRUBS / ACCENTS / VINES PSY 81 WILD COFFEE PSYCHOTRLA NERVOSA 3 GAL. 4-10' HT., 4-10' SPR. YES SIL 196 3 SILVER BUTTONWOOD CONOCARPUS ERECTUS VAR SER CRUS 24"X24"; DOUBLE -STAGGER HEDGE — YES MU 62 MUHLY GRASS MUHLENBERGIA CAPILLARIS 3 GAL. 2-5' HT., 2-3' SPR. YES ZAM nsta c l.,on effect barrier so ,tot COONTIE — ZAMIA RORIDANA #7, DUCK LAKE NURSERY --_-- NO CHR 31 RED TIP COCOPLUM CHRYSOBALANUS ICACO 'RED TIP 10 GAL. 5' HT., T SPR. (AVG.) YES TR i 49 FLORIDA GAMA GRASS TRIPSACUM FLORIDANA 3 GAL. 2-4' HT., 4-6' SPR. (AVG.) YES GROUND COVERS OTHERS SOD T.B.D. ST. AUGUSTINE STENOTAPHRUM SECONDATUM "FLORATAM" SET ON RAKED, SUITABLE SOIL / REMOVE ROCKS > 3/4" DIAMETER / TIGHT JOINTS A r bs MUS' face toward tree roots Sidewalk BAHIA (DETENTION BASIN) PASPALUM SECONDATUM SET ON RAKED, SUITABLE SOIL / REMOVE ROCKS > 3/4" DIAMETER / TIGHT JOINTS 1 0 Curb J lace Lrr rc tE -€al agcir st barrier T.B.D. MULCH - EUCALPYTUS, 3" THICK AFTER WATERING IN O - T.B.D. PLANTING SOIL - 7.0 PH, LOW FINES, 60% ORGANICS (SEE LA.) O0 D 0 FFER T.B.D. ROOT BARRIER - CONCRETE PER DETAILS / SUBMIT ALT.'S TO LA. • MPORSAK NO IF Tree to ation r,j,i align with as to, t'unterofharrier- ycic; I DeepRoot 0B 24 -2. Optmncl use of Ufa 18-2. M , l rn 6 parols it, 12 ineor fee: (3.66,.:). alp When selecting the Surrouna style, aiont:ng ap pllCailon you will f. ,f staking or guying is real, irf:(f we recommc'la Using TYPICAL SECTION OF CURH AND CD I IFR W'lTH C-EPRO01 the soft, safe and economical niternai ve to t. ar hionei wire L R001 BARRIER i,NS� ' VIO CONCR-IE. aril hose, Arbo 1ie (see www dm details) rillust v C BART:CR'�,N T/ LED .CATRfNC+IN U-sCRA�,^ WH,CII'S _ TIN COMP aC e 3ARR1 R SSI SO A:10 . DC n r wee trimming we strong l commend as law crowing o a , g v , y Jut BE 2" (5CM) REI O, NISI i CPA )f OF CUR ? AND S- T - aradeofc"b USfrWIIII LJG,_OFCURL. BARRILDRIBS FACE OWN6 I d Tt_F ROOTS. iop of root bcrrc, 2 (.tern) below Base 8° B&", g,2 'P'8 g8 , g.9Slm 8 9 po= `.r1sh y,ade of a.:o Water and follow proper Free me renonce practices INSTALLAIION SEQUENCE: Cccpeoo UN 24-2 JR18-t3.2-2 impo luc- o he wse the roots will -recome girdled by 1. Prepare base and subcrcde Corcre ie P trav„ og arouno the smoo, .� walleJu Ecce) with your ia a supplier or,>, oper core. procedu e o- the \ o frenc'n to aT;pr<,oriate acrth For, Itsaliapon of spe -.es you ere rlunt!nq The planting instructions given':',ere root barrier so that top of barrier is 2" (5crr) _ , e by no m ars c compreh hsive ande. Ratherthey are below fimsn grade c: tau o` cora. e : ( ° rnpccted crushec base 3, Place root barrier in trench, vern,._al ribs rust i face, :award tree roots. • Bac:kr=l and car oft to _ Subgace:or;ocho,., o Place torr ratrra a naf barrier, (It may be Typicoi DeopR-A 0324-2, noted from the outside of 'he form) opnonol use of uB 18-2 I YPICAt_ SECTION OF C LRB, GU I TFR .AND SIDEWALK INSTAtf A ON S- QjENC,- WI Ii DLf_PROOT 1REE ROOT BARRIER BNS: T IN TO 'SHRUB PLANTING DETAIL r � ONC2�1F n Prepare base end uu rade P 9 app, ox°mately 1 (26mm) above grade. P ger h -,cr appropr,iate depth 1'or, BARRUR INSIA FFD IN A TRENCH IN S IBGRADE nsta c l.,on effect barrier so ,tot WH Cii IS TIAFN COMPA TCD. DARRiFR IS SF? to„ obarner is 2 (Ocm) ' below (cmI SO THAI TO' EDGE Wr L 3_ 2" (SCla) ABOVE finish grade of top of sidewalk (or Comolcte the backfill or the sof. Distr bute evenly to , COMPAC D RASE or naI w v between ,csa ` end finish grace of SW). BARBER RIBS of ecica base w top cam p ., halfybetw eon and finish grace of SW) quickly i-. ,eft exposed to the elements so keep ex•losure 1 YP r ACE (OVJA2I )REL 1200 1 of tI a roots to a minimum. A Typical °roue 4 ring Ins'., ,._ or rasing 3 Place roor ocrr.er In trench, vertk_at A r bs MUS' face toward tree roots Sidewalk 4 BricI<fit, - ra c,r^pact to equ!rcrencs. - a 1 0 Curb J lace Lrr rc tE -€al agcir st barrier i a 0 o O (:t moybe nc:fed from lire outside ( O O O O of the form) O O O0 D 0 FFER S,b firode campoction Compacted crushed base MPORSAK NO IF Tree to ation r,j,i align with as to, t'unterofharrier- ycic; I DeepRoot 0B 24 -2. Optmncl use of Ufa 18-2. M , l rn 6 parols it, 12 ineor fee: (3.66,.:). alp When selecting the Surrouna style, aiont:ng ap pllCailon you will f. ,f staking or guying is real, irf:(f we recommc'la Using Typical Deeo Moot UB 24-2, the soft, safe and economical niternai ve to t. ar hionei wire op onoi use of JH 18-2 aril hose, Arbo 1ie (see www dm details) rillust ,A„ _ lop atroot urer'2 n r wee trimming we strong l commend as law crowing o a , g v , y (5cr7) Uelow fin Sit - aradeofc"b -: I d small rodents. (See www .,eeoroatr om) Base 8° B&", g,2 'P'8 g8 , g.9Slm 8 9 po= 3d—c, Water and follow proper Free me renonce practices b/8' (.6mm) Cccpeoo UN 24-2 JR18-t3.2-2 impo luc- o he wse the roots will -recome girdled by or' MPORSAK NO IF Tree to ation r,j,i align with as to, t'unterofharrier- ycic; I DeepRoot 0B 24 -2. Optmncl use of Ufa 18-2. M , l rn 6 parols it, 12 ineor fee: (3.66,.:). alp When selecting the Surrouna style, aiont:ng ap pllCailon you will f. ,f staking or guying is real, irf:(f we recommc'la Using I,uvc the giredest success by followirq tdese simple stops as the soft, safe and economical niternai ve to t. ar hionei wire cfed bc'ow: aril hose, Arbo 1ie (see www dm details) rillust A. Prepare the'nlhal plan i^,a hole as Illustrated be ow fhls Is G. If the tree(..) wiil'oe sub ect to maintenance work such 'n i ine based upon fire combination or of desires brier d�omerer line n r wee trimming we strong l commend as law crowing o a , g v , y . dap r .. o�,sider'f drainage devices or amendments trio iesfallafto . of ArborGard+ Tree ire^kroeclors whic:'t are headed o co: reel cryadf,crac soil or ,noirg cooallons a >�aced around h co' tsa o�. youmq trees to protect o tfc oa kf ',' area hem `rom damage by weed Trimmers, lawn rnowers and small rodents. (See www .,eeoroatr om) B. As or b'o the appropne t )umber of DeepRoot U I ✓ rsat x N? -i CK • z i - FIELD S Q . Rome, panels. ',to verticrl root deflect ng r cs on the panel Water and follow proper Free me renonce practices must oce nwcra 'toward the root oat ( !his 's very INSIA,LL u"RMI CKi.F impo luc- o he wse the roots will -recome girdled by ees (to require care.. c;er planfirc moors,.r,. trav„ og arouno the smoo, .� walleJu Ecce) with your ia a supplier or,>, oper core. procedu e o- the spe -.es you ere rlunt!nq The planting instructions given':',ere C. Next place t, Larner in the center of the p a^Iting hole, , e by no m ars c compreh hsive ande. Ratherthey are Il a in mina that t ic, double too edge, o` the barrio, io, genera: Beide roes to purling with . eai�oot bur ors end a shoeld be positioned approximotcly 112 (':3mm) above grade. survey of cJ fert o':anf rg methods. �onditiors w l vary This doles retard polar ticl root overgrowth -oihnq to position however lead it is ecorrmcnded that an Arborist be the Top edge above grade can allow root overgrows. which consulted before plcrt'tg. can cod fo upicoted dclescapes CON ?YY PUDDLE,....W. Eor addlt;onal information please visit oar website et J. 3ocxh1l and compact with soil inside the barrier to the www deeprooL Qrr level where tie bottom of the root ball will be when 'SHRUB PLANTING DETAIL pnsi.ioincd corn ci y w th the crown of the root bail or nformation regarding distributors pleose call. 1 800 app, ox°mately 1 (26mm) above grade. ROOT(458.7668), 1`or Ine,p w th or or other difficult TREE C)R SPIRLJ8 ROQTBALL 1 installation questions Please call DeepRoot lechnical F. Remove [he tree from Its c. nta nor, or cui away the top Support at 1 800 ROOT TEK (766.8835). part oo o: bithop and post oh n 'he carrier of the barrier. bE4`rISF4 GRADE Comolcte the backfill or the sof. Distr bute evenly to _ msr r. of he shape of the bar ter and compact the hockevery 4' - 6" (10cm 15cm). Roots will the quickly i-. ,eft exposed to the elements so keep ex•losure 1 YP r of tI a roots to a minimum. A Typical °roue 4 ring Ins'., ,._ or rasing PLANT TABLETS Universe Ha cr .y Sidewalk -,p o f UeEpRoet Httrie M�sl It, leo', 12 (3 nm) obo eGrade. 0 0 S 1 0 Curb i — O BACKFILL MIX O O O O O O O0 D 0 FFER „ 2 TIMES ?, SAC:KRLL MIX • ' ! Sai 3a fi::i a De"PR o Harrier t'2 ('JH 18-7 or 0324-2) -' cu6yrc,;e JeepRoo! Barrier (t:318-2 ,, UB 24-2) 39 Mir, ^num (99—) M rI nJ times )toot 4all; lame-er rNY Possi6r. j TREE GUYING DETAIL PALM TREE PLANTING DETAIL {aUY Nf€RF SIZES: .............t�t,�! 072 - I5 TO 25 (IAL. TREE F;SF'sE:R TREE TIE =Y.... -.__toot ..... ,,toot.. #9 MlN, GAl..vt, GUY W; RE J 9_ FIELD STOCK iREECS .—GA,V,GUY tp(IRf m V / r x--•m-SURVEYOR � . LAGCANC ,'' / A A . f REBAR STAKE S SES. a� 2' 15 7'E 25 CaA1,. TREES r Si13Z1 FYt7R a FLAE�C�(NG TA}r"r,• A.sNIRE % x N? -i CK • z i - FIELD S Q . BAY'' -£h WIRE --3 MUNCH DEPTH ssi � .•„Tl f h CiUt;l i,f f -3' MULCH rOPTH INSIA,LL u"RMI CKi.F y 7t:RN&3Lt:KIF FOR FIELD STOCK t7CVL1 �.•. F7NlT H GRADE - � r REBAR STAKE r $i K 3' I•(�htC h{3At, £ a � % •"` BELOW GRADE : :*..¢:;... - Rf.1.iAK:.BELi7"h,'CsRAC)E ✓ } •• PLANT TABLETS ti..-...a,r. •,.•;•••.• toot ,"'""DACkFiLLMSK. N A; i ,.,..,.,,-#3ACKFIiLrailY CON ?YY PUDDLE,....W. CS _.BACKRI,L MIX lAME' VR E19A�lE'T£R 'SHRUB PLANTING DETAIL TYPICAL PLANTER ISLAND DETAIL toot. -_toot i TREE C)R SPIRLJ8 ROQTBALL 1 ....-" 4 MULCH DEPTH 4FEPiANTINCjij£=TAIES ; N bE4`rISF4 GRADE IMPORTED DARK MVLr_I I , N _ Yl!RCAL i 0, PLANT TABLETS � ... ............ .y iwr .., v w :il S i BACKFILL MIX SIL FUDDLE AND SETTLE FFER „ 2 TIMES ?, SAC:KRLL MIX DIAMETER IMPORTIED TOPSOh_ SEE SPECINCATION PSY BFPA 8 CS BFPA 1 REQ'D. TR BFPA 10' WIDE TYPE 'A' LANDSCAPE BUFFER CE l BUFFER ----------- -- — _ _.I AIS --- ROAD 100'-0" ROAD RIGHT of WAY r PUBLICLYRWIrii'ANEU ) �---—— _-- — — — —— 30.0' � I5' WIDE TYPED' SIGHT VISIBILIT _ _ _ — LANDSCAPE BUFFER TRIANGLE — q(CE BUFFER 1 SIL BUFFER — — — — - — — 62 CS BUFFER r ,g4f',: f c• • • rrt W UNIT 101 UNIT 102 PROPOSED BUILDING OFFICE / RET 'IL / REST. 7,246 S.F. I TYPEIII-BCC ST. UNPROTECTE. SPRINKLERED TWO STORY F.F.E. - IO.O' N VD EXECUTIVE OFFICE SPACE ABOVE, UNITS 201, 202, 203 & 204 I UNIT 103 I .............t�t,�! PSY"T - -! � CS BUFFER I SIL B FFER AF WA 63 1 PSY WA 9 BU BUFFER 0 ° MU VUA 2 P 1 W g _ PSY BFPA 7 PSY VUA RO BFPA 4 - - - - ° 1 I REQ'D. RO VUA T TR BFPA _ 5 10' IDE TYP� 'D' C T4R WA LAN SCAPE B FFER I . W UNIT 101 UNIT 102 PROPOSED BUILDING OFFICE / RET 'IL / REST. 7,246 S.F. I TYPEIII-BCC ST. UNPROTECTE. SPRINKLERED TWO STORY F.F.E. - IO.O' N VD EXECUTIVE OFFICE SPACE ABOVE, UNITS 201, 202, 203 & 204 I UNIT 103 I PSY BFPA 7 CS BFFA 1 REQ'D. TR BFPA UNIT 104 1 E , NOTE: CROSSHATCHED AREAS REPRESENT A TOTAL OF 172 SF. OF PAVERS THAT WILL BE USED TO MEET B.F.P.A. REQUIREMENTS. 1 -- ------ - -- PSY ��f i i _ WA f �, I- r a 4 RO VUA - WA PSY_j.. TR WA i 4 6 _ - -- 4 ---u� WA MU r 6 .i WA AF AF WA 1 1 WA PSY PSY WA 10 9 - ! VUA MU MU VUA - 10 9 5',HR BUFFER 10' WIDE TYPE 'A' 31 PER STAFF LANDSCAPE BUFFER RW BUFFER 1 00 � p �+ MU GENERAL 9 7 ENTRY y M MU AN GENERAi \\ENTRY 0 BUFFER 1 EE BU B FFER 0 4 EQ'D. W ! GENERA. PLAN NOTES: A "COUNTY PE IT TO PERFORM WORK AND/OR MAINTENANCE IN UBLIC RIGHT-OFtWAY' WILL BE REQUIRED PRIOR TO PERFORMING ANY ORK WITHIN TH PUBLIC ROAD ROW. ALL PAVEMENT D MARKINGS SHALL ADHERE BY FDOT INDEX #17346 ALL SHRUBS AN GROUND COVER PLANTINGS WITHIN VISIBILITY MANGLES TO BEMAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN ADDITION ANY T ES LOCATED WITHIN THESE AREAS MUST HAVE A LEAR TRUNK 11 OF AT LEAST 8'-1 ALL SIGNAGE S L BE PERMITTED AND APPROVED SEPARATELY. ALL COSTS AND 1,XPENSES OF ALL REPAIRS, REPLACEMENTS, AINTENANCE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS ;RMITTED WITH A CUE SHALL BE THE SOLE FINANCIAL ,,SPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS, E E REQUIRED AT PROJECT E PER SETION 6.06.05 (B), 10' DE TYP D' LAN CAPE BIJF1 i SIL B FFER. 71 r� i .. ,• toot_ � :;. t 7 k d! 2V BUFFER 6 EXT'G. o 2 O 1 O COOv u p3 C> 0 a-+ E a. 0 tit i .............t�t,�! PSY"T PSY BFPA 7 CS BFFA 1 REQ'D. TR BFPA UNIT 104 1 E , NOTE: CROSSHATCHED AREAS REPRESENT A TOTAL OF 172 SF. OF PAVERS THAT WILL BE USED TO MEET B.F.P.A. REQUIREMENTS. 1 -- ------ - -- PSY ��f i i _ WA f �, I- r a 4 RO VUA - WA PSY_j.. TR WA i 4 6 _ - -- 4 ---u� WA MU r 6 .i WA AF AF WA 1 1 WA PSY PSY WA 10 9 - ! VUA MU MU VUA - 10 9 5',HR BUFFER 10' WIDE TYPE 'A' 31 PER STAFF LANDSCAPE BUFFER RW BUFFER 1 00 � p �+ MU GENERAL 9 7 ENTRY y M MU AN GENERAi \\ENTRY 0 BUFFER 1 EE BU B FFER 0 4 EQ'D. W ! GENERA. PLAN NOTES: A "COUNTY PE IT TO PERFORM WORK AND/OR MAINTENANCE IN UBLIC RIGHT-OFtWAY' WILL BE REQUIRED PRIOR TO PERFORMING ANY ORK WITHIN TH PUBLIC ROAD ROW. ALL PAVEMENT D MARKINGS SHALL ADHERE BY FDOT INDEX #17346 ALL SHRUBS AN GROUND COVER PLANTINGS WITHIN VISIBILITY MANGLES TO BEMAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN ADDITION ANY T ES LOCATED WITHIN THESE AREAS MUST HAVE A LEAR TRUNK 11 OF AT LEAST 8'-1 ALL SIGNAGE S L BE PERMITTED AND APPROVED SEPARATELY. ALL COSTS AND 1,XPENSES OF ALL REPAIRS, REPLACEMENTS, AINTENANCE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS ;RMITTED WITH A CUE SHALL BE THE SOLE FINANCIAL ,,SPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS, E E REQUIRED AT PROJECT E PER SETION 6.06.05 (B), 10' DE TYP D' LAN CAPE BIJF1 i SIL B FFER. 71 r� i .. ,• toot_ � :;. t 7 k d! 2V BUFFER 6 EXT'G. o 2 O 1 O COOv u p3 C> 0 a-+ E a. 0 tit i REQUIRED AT PROJECT E PER SETION 6.06.05 (B), 10' DE TYP D' LAN CAPE BIJF1 i SIL B FFER. 71 r� i .. ,• toot_ � :;. t 7 k d! 2V BUFFER 6 EXT'G. o 2 O 1 O COOv u p3 C> 0 a-+ E a. 0 tit i 2V BUFFER 6 EXT'G. o 2 O 1 O COOv u p3 C> 0 a-+ E a. 0 tit i C> 0 a-+ E a. 0 tit i 'A: WEST PROP. LINE - (Adjacent Use) WIGGINS LAKE PUD (10'WIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED 6 BUFFER NOTES: PE "A" BUFFER (TREES) 267 L.F. - 30 = 9 9 YES CS TOTALS = I 9 9 TYPE'A': SOUTH PROP. LINE - (Adjacent use) C-4 (10' WIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED SHRUBS RE WIRED SHRUBS BUFFER NOTES: PROVIDED PE "A" BUFFER (TREES) 124 L.F. = 30 = 4 6 (EXT'G) _ YES CE BUFFER (SHRUBS) 124 L.F. 4 = SILVER BUTTONWOOD i CONOCARPUS ERECTUS 31 31 SHRUBS TO BE MINIMUM F HIGH AT TIME OF PLANTING AND 6' HIGH WITHIN 1 YEAR AF 4 SWEET ACACIA ACACIA FANESIANA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES PALMS SF 0 CABBAGE PALM SABAL PALMETTO SHRUBS ARE BEING ADDED PER STAFF'S RECOMMENDATIONS ON 5/30/17. TA - 4 6 31 31 TYPE 'D`: NORTH PROP. LINE - (Adjacent Use) WIGGINS PASS RD R.O.W. (15' WIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED G TREES PROVIDED SHRUBS SHRUBS BUFFER NOTES: REQUIRED SHRUBS: DOUBLE ROW STAGGERED 4' O.C. MAX 81 REQUIRED PROVIDED 3 GAL. 4-10' HT_, 4 -IO' SPRY TYPE "D" BUFFER (TREES) 124 L.F. _ 30 - 4 4 196 SILVER BUTTONWOOD _ CONOCARPUS ERECTUS VAR SERICRUS BUFFER (SHRUBS) 124 L.F. _ 4 x 2 = YES 62 62 MUHLY GRASS TOTALS= 4 4 62 62 TYPE 'D': EAST PROP. LINE - (Adjacent Use) WEST LANE R.O.W. (10' NIDE) REQUIRED TREES: SPACED @ 30 O.C. TREES REQUIRED TREES PROVIDED SHRUBS s SHRUBS BUFFER NOTES: REQUIRED SHRUBS: DOUBLE ROW STAGGERED 4' O.C. MAX #7, DUCK LAKE NURSERY REQUIRED PROVIDED CHR TYPE "D" BUFFER (TREES) 267 L.F. = 30 = 9 9 j CHRYSOBALANUS ICACO 'RED TIP' 10 GAL. 5' HT., 3' SPR. (AVG.) TYPE "D" BUFFER (SHRUBS) 267 L.F. = 4 x 2 =� TR 49 FLORIDA LAMA GRASS TRIPSACUM FLORIDANA 3 GAL. 2-4' HT., 4-6' SPR. (AVG.) YES GROUND COVERS/OTHERS 134 134 T.B.D. S= 9 LJ�L9 134 134 VEHICULAR USE ISLAND PLANTINGS: USED: INTERIOR LANDSCAPING (STANDARD FORMULA) REQUIRED INTERIOR LANDSCAPING AREA PROVIDED INTERIOR LANDSCAPING AREA REQUIRED INTERIOR LANDSCAPING TREES PROVIDED INTERIOR LANDSCAPING TREES / VEHICULAR USE INTERIOR LANDSCAPING NOTES: VEHICULAR USE AREA: 14,880 S.F. x 10% = 1,488 250 = 6 1,488 FT.2 1,650 FT." 6 8 TREES AND PALMS SHALL BE A MINIMUM 10 FEET HIGH AT PLANTING. VEHICULAR USE ISLAND PLANTINGS: REQUIRED PROVIDED REQUIRED PROVIDED - 7.0 PH, LOW FINES, 60% ORGANICS (SEE LA.) SHRUBS SHRUBS GROUND COVERS GROUND COVERS - SHRUBS/ACCENTS & GROUND COVERS = 1488 FT.2 - 16 = 93 47 54 47 56 BUILDING FOUNDATION PLANTINGS USED: BUILDING FOUNDATION PLANTING REQUIREMENTS REQUIRED BUILDING PROVIDED BUILDING REQUIRED BUILDING PROVIDED BUILDING ' BUILDING FOUNDATION PLANTING NOTES: STANDARD FORMULA FOR BUILDINGS UNDER 10,000 S.F. FND. PLANTING AREA FND. PLANTING AREA FOUNDATION TREES FOUNDATION TREES TREES AND PALMS SHALL BE A MINIMUM 10 FEET HIGH AT BLDG. PERIMETER = 343' L.F. X.25 X 10'= 858 - 300 = 3 858 FT.2 879 FT.2 3 5 PLANTING. BUILDING FOUNDATION PLANTINGS: REQUIRED PROVIDED REQUIRED PROVIDED _ SHRUBS SHRUBS GROUND COVERS GROUND COVERS SHRUBS/ACCENTS & GROUND COVERS = 858 FT.2 - 16 = 54 27 27 27 27 TAG QTY COMMON NAME BOTANICAL NAME SPECIFICATION NATIVE TREES BU 6 GUMBO LIMBO BURSERA SIMARUBA 25 GAL. CONTAINER, 10' O.A. 4'-5SPR., 1 3/4" CAL. (MIN.) YES CS 4 GEIGER TREE CORDIA SEBESTENA 25 GAL. CONTAINER, 10'0.A. 4'-5SPR., 13/4" CAL. (MIN.) YES QV 6 (EXT'G.) LIVE OAK _ QUERCUS VIRGINIANNA EXT'G. OAKS ARE MATURE TREES THAT RANGE IN CALIPER SIZES, 13" - 24" _ YES CE 12 SILVER BUTTONWOOD i CONOCARPUS ERECTUS 25 GAL. CONTAINER, 10'0,A. 4'-5' SPR., 1 3/4" CAL. (MIN.) YES AF 4 SWEET ACACIA ACACIA FANESIANA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES PALMS SF 0 CABBAGE PALM SABAL PALMETTO I6' O.A., MATCHED/BOOTED/STRAIGHT YES RO 7 ROYAL PALM ROYSTONEA ELATA 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.) YES VE 2 CHRISTMAS PALM VEITCDHIA MERRILLI 25 GAL. CONTAINER, 10' O.A. 4'-5' SPR., 13/4" CAL. (MIN.), (ORNAMENTAL ONLYI) NO SHRUBS / ACCENTS / VINES PSY 81 WILD COFFEE PSYCHOTRLA NERVOSA 3 GAL. 4-10' HT_, 4 -IO' SPRY r E YES SIL 196 SILVER BUTTONWOOD _ CONOCARPUS ERECTUS VAR SERICRUS _ 24"X24"; DOUBLE -STAGGER HEDGE YES MU 62 MUHLY GRASS MUHLENBERGIA CAPILLARIS 3 GAL. 2 -51 -IT., 2-3' SPR. YES ZAM finish grace o? lop of sidewalk (or COONTIE ZAMIA RORIDANA #7, DUCK LAKE NURSERY NO CHR i. 31 RED TIP COCOPLUM j CHRYSOBALANUS ICACO 'RED TIP' 10 GAL. 5' HT., 3' SPR. (AVG.) YES TR 49 FLORIDA LAMA GRASS TRIPSACUM FLORIDANA 3 GAL. 2-4' HT., 4-6' SPR. (AVG.) YES GROUND COVERS/OTHERS SOD T.B.D. ST. AUGUSTINE STENOTAPHRUM SECONDATUM "FLORATAM" SET ON RAKED, SUITABLE SOIL / REMOVE ROCKS > 3/4" DIAMETER / TIGHT JOINTS 5 Place : orrr rlcterlal c quit sit k,a,,Her . .•" ; a r BAHIA (DETENTION BASIN) PASPALUM SECONDATUM SET ON RAKED, SUITABLE SOIL / REMOVE ROCKS > 3/4" DIAMETER / TIGHT JOINTS - 1 T.B.D. MULCH - EUCALPYTUS, 3" THICK AFTER WATERING IN T.B.D. PLANTING SOIL - 7.0 PH, LOW FINES, 60% ORGANICS (SEE LA.) T.B.D. ROOT BARRIER - CONCRETE PER DETAILS / SUBMIT ALT.'S TO LA. LINEAR APPLICATION OF DEEPROOT TREE ROOT BARRIERS AT TIME OF INSTALLING CONCRETE SIDEWALKS AND CURBS have the gree.ost succass'by following hese simple steps as the soft, safe and ecororn cal a ternci,vc to traditional wire TYPICAL SECTION OF CURB AN ) GU ITER W lH DcJ IIROOI and hose, Arbor Tie (see www deearoot cam fir details) TREE ROOF BARRILR IN S_ I ;N10 CONCRLTf G If the reexs, wr he subject to in tenonce work suh BARR':ER NCTA,_i ED IN A TREN( tN SUBGRA WI I:CH'S as fawn mow -ng or w, cd Nnnrm:nal we strongly recommerd LN COIIPAOU 'ARRI_R D CI SO TrA 0 :DCI the installation of ArborCard-I- free Trunk '.. otectors whic'n WII , BF 2 • (5C#J.) BF OW WISH GRADE Of C ,R'3,AND SE? are p':cccd around 'hie base of young trees to protect USN WI IH EDGE OF CURB. BA b41ER RIBS FACE :OWA4D them from damage by weed trimmers, lawn mowers and L U 1 t' E ROOTS Top of root h,arrrer 2 (5cm) oe?ow Barrier onel ne warded . r n r: o^t ac ct < ribs on the anal P ) P n sh grad, of Ctjll most face nwcr toward the root ba;:. ( This s very s INSTALLATION ST—OU-NCI Ie ortcnt c tcrwlsesthe tools will become 9rd'od b Y ees do require core and nurtu n) of cr planting. n.al Consi •'t. , Coc,rcc 1 Prepare a e bus enc sial :rode with Your ca ,uo I er or aro er care procedures for ttc 2 c e - ,)o > ) ale'Jc_,h o iota altaro C. vex; Place tqe Ferrier r the. center of the planting hole, roar barrier se [h.., tap of barrier is 2 (5cm) h... w(inisn deo( below 0 UCC CO G'C'Jrb. P ca rn acted Gushed bcse p 3 `ace root battler in trench, vertical elk: rou„ Should be pose:;ioned cparoximetely' /2•' (?3r m) above grade. eer , �n,coc ccr'owa a t •s. anis helps -.retard pclert'cl root ove, growth. Fo:hn q to position 4. BacKf'.f ono conpa(t to r c_,uirc^cnt,. subgradccomcoctio,. 5 �, :lace forry rratrlc., actaisit barrier (It nnY be fo:400t G3 i4 --2 y ?icece nc ed from. th,a outs�da o" .he ormj . opuor,.l use of 01318 2 I YPICAI Sf C LION OF CURB, G TI R AND SI)- WN, K I\STAT . A 'ONS OIIANCF: 1 : T R'IIf-IDL_ RvC RC�.iJJ:13Ak.�R NSL`IN'0 level w' ere tie bottom of the rho bell will be when t N"til IF CONCR- 'r P dr base ra sue rod G or. n bran uo❑ rcgo,dirg distnbutors please call: 1 800 It c ..strata depth `or, � 'r r r 'c c, >r r c Ei t - - C c t. [3AR3- R N�TAfLCD I\ ? TRr�NCI f\ L3CRAJt insto on of a n bonnie so '^dt Il ,ICN TF FiiN COMPACTED. EAR21 .R IS SF- top of barrier Is 2' (Scan) below SO IIIA 0 EDGE W L E 2" (bCM) ABO VL finish grace o? lop of sidewalk (or CWPACILDBASE (or rrelfwaybetween bass halfwaybetween lop of compacted base mb,rricon the shape or the bar,ier ons+ compact the and finish broad at SW). 3ARR R RIBS oro fin sh 0'ade of SW) ACL IOWARD TRLE ROOTS. o', the roots to a minimum. J Place -co' oe inter In trench ver tical concrete A ribs mus fee oward tree roots. 4. Bockl`ih and compact to requlrcnencs. 5 Place : orrr rlcterlal c quit sit k,a,,Her . .•" ; a r ( maybe nc ed from tt , outside of he 1.>rm) SAgrode compaction / compacted c united bass Fypicol )eeoRoot 09'24-2, opaonnl use of UI3 78-2 „A„ Top of root dor ler 2" (5cm)celowfin:'sh grad., o°.urD '�gysy 90se •�fl'"'s'a a a a a' Subg ode 5/8• (I6nrn) r Poor 024-2, UH iLt 2cr,h12-2 IMPOR,,AN-,NOTE . treeloco do usldign with ••as-buFt• cert," o' oa-rie:. Tyr cel DeepRootUR 24 -2 Opi useo`UB 18-2. N:u-i"num 6 porels or 19 idea for: (3.66,^). Vlnen selecting the Surround style clan, ng application you will F. I" Staxino 0, guying is raaUirad we e,commeno using have the gree.ost succass'by following hese simple steps as the soft, safe and ecororn cal a ternci,vc to traditional wire illustrated be ow and hose, Arbor Tie (see www deearoot cam fir details) A. Prepare the r�:ua'. pa , nc ho'e as illustrated below1ns is G If the reexs, wr he subject to in tenonce work suh based upon the combiration of des ed barrier diameter and as fawn mow -ng or w, cd Nnnrm:nal we strongly recommerd depth. Consider if drmecge devices or omendmerts the installation of ArborCard-I- free Trunk '.. otectors whic'n are needed ocorrect any adverse soil or p-�..arr;rg conditions are p':cccd around 'hie base of young trees to protect In the bocktld erect them from damage by weed trimmers, lawn mowers and L U small rodents. (See www.dee.Inoi.co-) D. Assemb a 'Fe appropr a'ic number of DeepRoot Universal Barrier onel ne warded . r n r: o^t ac ct < ribs on the anal P ) P H. Weto,and follow order tree maintenance rcctices P most face nwcr toward the root ba;:. ( This s very s Ie ortcnt c tcrwlsesthe tools will become 9rd'od b Y ees do require core and nurtu n) of cr planting. n.al Consi trevebng around the meo'h walled surface) with Your ca ,uo I er or aro er care procedures for ttc species you are planting. The plotlnq instructions given here C. vex; Place tqe Ferrier r the. center of the planting hole, ore byr a means a c rna,ehans vee e.Ide, Rather lqeyore keeping in r nc that the b,ble too e ice. of tie. cagier genera cLide. ices to cri'ne wilt DeepRoot liar iers and a Should be pose:;ioned cparoximetely' /2•' (?3r m) above grade. surveyor current p r ng methods. Condltlors w r! vary anis helps -.retard pclert'cl root ove, growth. Fo:hn q to position however and :tis rc omr :ended that on Arbo�lst be the loo ebbe above or can allow root overgrow',`, which consulted before plac t ng. can' alto uprooted ha escapes For odds ono information please visit our obSite of I acx`illandcom aclrritl soil :rsld- .heb rr �•�,e p 1 0l c riot www dccorx>-- cam level w' ere tie bottom of the rho bell will be when pos i n^cc r ci'ywfo.hecrow of' or. n bran uo❑ rcgo,dirg distnbutors please call: 1 800 It ac rexmatel 1 '26mm above rode. P y ( ) 9 6 f : rel ❑ r difficult ROOT 458.1„00 . Far e with d hale e or of e ( % P J ns.. kationquestions P,ase call ee Rao, lechrIccl E. Remove the tree from its c,n`.c ne: or cul sway the top Sappor' ot: # 800 ROO eK (766,8835). portion at o,,r ;p and position n t ccn,er o the bcrr;er. , Com71eL, the dqckfill othe soil Dstr:buteoverly o mb,rricon the shape or the bar,ier ons+ compact the beck 6 every 4"-C (10cm-15cm). Roofs will die quickly If left exposed to the elements so keep exposure o', the roots to a minimum. 4 typical Sur o n.inq rser a:,o, Dsw< )eecRooi'Jn we _a Barer r.3 of DC,,2Roal ) ] IP Wewnl',: blast be a(least . �2'• (Li m, ,hove Crcae. Curb O 0 0 o O o Oo o 0 D. So 1t,cckr l 'r );.epRoo Barr!or ..t•" Subur oti, (, ..'cep Zoo uarrier (l1B 18-2 or UB 24-2) (6B 18-2 or J3 24-2) 39 Minimum (99cm) M n mum 3 Mmes 20 , 3ollU a..e'.er (Where Possible) I L! 13-1 MA 8 0 (_CS BFPA H1 REQ'D. TR BFPA 7 ,. E A 13 UNIT 101 III UNIT 102 OFFIC / REQ IL / RESQ. 7,246 S.F. TYPE 111-13 C INST. I UNPROTECTE SPRINKLERED f TWO STORY F.F.E. — 10.0' VD 1) EXECUTIVE OFFICE SPACE ABOVE, UMTS 201, 202, 203 &, 204 i--� UNIT 103 PSY VUA 4 RO VUA 1 TR VUA 4 \ - - - — I 3 � l UNIT 104 )) I NOTE: CROSSHATCHED AREAS REPRESENT x ) A TOTAL OF 172 SF, OF PAVERS THAT WILL BE USED TO MEET D.F.P.A. REQUIREMENTS. I _ T �;7�77� I1 X e.t�A i •�l — I I( - 0000000 I ( — f - - — TREE GUYING DETAIL E'1tLt';d TREE PLANTING DEI`Alk. I 1 I I I� I ' I X12 € 5T7 25 GAL, TREE, Ri TPEF TIE x'I ` ,,..,..#9 h1Pk. LAv. rUr WIRE FIELD SiC -K#REFS SUR VSSA RfBAR STAKE SIZES: GAA. GUY WIRE CC#e r-SiRVE L: , SLA e(N, TAPE �EA. YRP 4 z `- 15 T AL TREES — — — — I — — I P,4Pi-EA.'A'#; j __-r uNUc:KLE 1 #7 x %' FIELD STOCK .--8° MULCH DEPTH� I '--3'EU€CH DEPTH i INSTALL TURNBUCKLE -.'I'Ltt?t+IGUt,i(iE ae� �', FOR HELD STOCK ONLY / ' � Istat W GRA DP - Ir RE€3AR SF'AKC 1>,_ v , --'*7x3'€,t�NOMIN', BELOW ORAD� s> REr3AR BELOW GRADE TABUTS `......BAC,KF3f,I,MiX tis .w` ..�.,._._ AC;.=Ii.S..MI Tye, PUDDI F AND SETTLE - CONTAINER V 5\ fSACKe3l.l MIX ijlhtJETEK �........._... . SHRUB PANTING DETAIL TYPICAL PLANTER ISLAND DETAIL 4vrrxi'H Pic r>tA'w4 3" A§i1l.CH iiwh7H TREE OR SHRUS R€3OTEIALI, i SEE PiANT€NG DETAILS — f� GRADE IMPORTED BARK ML`tGif nl�s, " PYP€E A4. .'." MULCH — PLANT TABLETS BACKPIL.L. MIX u ... .......... el~UTAND sErTLF ?.% BACKFILL MIX C"C7?1TAWER ......... DIAM ETER IMPORTED TOPSOI L SEE SPECIFICATION PSY BFPA D CS r---------------... i Od ao 00 ao 00 oa a� f \ Ml,. EQ D. \ - - - — I 3 � l UNIT 104 )) I NOTE: CROSSHATCHED AREAS REPRESENT x ) A TOTAL OF 172 SF, OF PAVERS THAT WILL BE USED TO MEET D.F.P.A. REQUIREMENTS. I _ T �;7�77� I1 X e.t�A i •�l — I I( - 0000000 I ( — f - - — TREE GUYING DETAIL E'1tLt';d TREE PLANTING DEI`Alk. I 1 I I I� I ' I X12 € 5T7 25 GAL, TREE, Ri TPEF TIE x'I ` ,,..,..#9 h1Pk. LAv. rUr WIRE FIELD SiC -K#REFS SUR VSSA RfBAR STAKE SIZES: GAA. GUY WIRE CC#e r-SiRVE L: , SLA e(N, TAPE �EA. YRP 4 z `- 15 T AL TREES — — — — I — — I P,4Pi-EA.'A'#; j __-r uNUc:KLE 1 #7 x %' FIELD STOCK .--8° MULCH DEPTH� I '--3'EU€CH DEPTH i INSTALL TURNBUCKLE -.'I'Ltt?t+IGUt,i(iE ae� �', FOR HELD STOCK ONLY / ' � Istat W GRA DP - Ir RE€3AR SF'AKC 1>,_ v , --'*7x3'€,t�NOMIN', BELOW ORAD� s> REr3AR BELOW GRADE TABUTS `......BAC,KF3f,I,MiX tis .w` ..�.,._._ AC;.=Ii.S..MI Tye, PUDDI F AND SETTLE - CONTAINER V 5\ fSACKe3l.l MIX ijlhtJETEK �........._... . SHRUB PANTING DETAIL TYPICAL PLANTER ISLAND DETAIL 4vrrxi'H Pic r>tA'w4 3" A§i1l.CH iiwh7H TREE OR SHRUS R€3OTEIALI, i SEE PiANT€NG DETAILS — f� GRADE IMPORTED BARK ML`tGif nl�s, " PYP€E A4. .'." MULCH — PLANT TABLETS BACKPIL.L. MIX u ... .......... el~UTAND sErTLF ?.% BACKFILL MIX C"C7?1TAWER ......... DIAM ETER IMPORTED TOPSOI L SEE SPECIFICATION PSY BFPA 7 CS BFPA f \ Ml,. EQ D. TR1 RBFPA BFPA- 7 c.> \ - - - — I 3 � l UNIT 104 )) I NOTE: CROSSHATCHED AREAS REPRESENT x ) A TOTAL OF 172 SF, OF PAVERS THAT WILL BE USED TO MEET D.F.P.A. REQUIREMENTS. I _ T �;7�77� I1 X e.t�A i •�l — I I( - 0000000 I ( — f - - — TREE GUYING DETAIL E'1tLt';d TREE PLANTING DEI`Alk. I 1 I I I� I ' I X12 € 5T7 25 GAL, TREE, Ri TPEF TIE x'I ` ,,..,..#9 h1Pk. LAv. rUr WIRE FIELD SiC -K#REFS SUR VSSA RfBAR STAKE SIZES: GAA. GUY WIRE CC#e r-SiRVE L: , SLA e(N, TAPE �EA. YRP 4 z `- 15 T AL TREES — — — — I — — I P,4Pi-EA.'A'#; j __-r uNUc:KLE 1 #7 x %' FIELD STOCK .--8° MULCH DEPTH� I '--3'EU€CH DEPTH i INSTALL TURNBUCKLE -.'I'Ltt?t+IGUt,i(iE ae� �', FOR HELD STOCK ONLY / ' � Istat W GRA DP - Ir RE€3AR SF'AKC 1>,_ v , --'*7x3'€,t�NOMIN', BELOW ORAD� s> REr3AR BELOW GRADE TABUTS `......BAC,KF3f,I,MiX tis .w` ..�.,._._ AC;.=Ii.S..MI Tye, PUDDI F AND SETTLE - CONTAINER V 5\ fSACKe3l.l MIX ijlhtJETEK �........._... . SHRUB PANTING DETAIL TYPICAL PLANTER ISLAND DETAIL 4vrrxi'H Pic r>tA'w4 3" A§i1l.CH iiwh7H TREE OR SHRUS R€3OTEIALI, i SEE PiANT€NG DETAILS — f� GRADE IMPORTED BARK ML`tGif nl�s, " PYP€E A4. .'." MULCH — PLANT TABLETS BACKPIL.L. MIX u ... .......... el~UTAND sErTLF ?.% BACKFILL MIX C"C7?1TAWER ......... DIAM ETER IMPORTED TOPSOI L SEE SPECIFICATION PSY BFPA 7 CS BFPA 0 EQ D. TR1 RBFPA 7 c.> PSY WA 4 RO VUA 1 TR VUA A" I a Is 0 c.> L U ti E cin a Is a i n IRRIGATIONGENERAL l.) THIS IRRIGATION PLAN IS SCHEMATIC AND IS FOR THE PURPOSE OF PERMITTING ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST THE HEAD LOCATION, TYPE AND SIZE AND ANY OTHER SYSTEM COMPONENTS TO COMPLY WITH THE REQUIREMENTS OF LANDSCAPE PLANTING AS INSTALLED. THESE ADJUSTMENTS MUST BE COMPLETED AT THE CONTRACTOR'S EXPENSE TO THE OWNER EXCEPT WHEN AUTHORIZED IN WRITING. 2.) THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS ON A STABLE MYLAR, SHOWING ALL HEADS, VALVES, AND PIPE LINES TO SCALE AFTER COMPLETION OF PIPING INSTALLATION. THE OWNER SHALL PROVIDE INSTRUCTION SHEETS AND PARTS LIST COVERING EQUIPMENT. 3.) THE CONTRACTOR SHALL MAKE EVERY POSSIBLE EFFORT TO PRESERVE EXISTING PLANT MATERIAL THAT HAS BEEN TAGGED. WHERE SUCH MATERIALS FALLS IN THE PATH OF TRENCHING, THE CONTRACTOR SHALL REROUTE THE PIPE OR HAND TRENCH AS NECESSARY TO PROTECT THE DESIGNATED PLANT MATERIAL. THE CONTRACTOR MUST RESTORE ANY NEW PLANT MATERIAL OR SOD TO ITS ORIGINAL CONDITION IF IT IS DAMAGED BEFORE THE OWNER WILL GIVE FINAL ACCEPTANCE. 4.) THE OWNER MUST APPROVE ANY SUBSTITUTION MADE. 5.) ALL PIPE AND CONTROL LINES SHALL BE SLEEVED WITH SLEEVED SCHEDULE 40 PVC AND PLACED A MINIMUM OF 24" BELOW GRADE AND BACKFILLED WITH CLEAN SAND. NO ROCK IS TO BE IN CONTACT WITH THE PVC PIPE. 6.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE SYSTEM IN COMPLETE ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND LAWS. ANY MODIFICATIONS MADE TO CONFORM WITH SAID CODES, ORDINANCES AND LAWS SHALL BE COMPLETED AT THE CONTRACTORS EXPENSE AT NO ADDITIONAL COST TO CLIENT. 7.) THE IRRIGATION CONTRACTOR IS FULLY RESPONSIBLE FOR THE WORK UNTIL THE OWNER GIVES FINAL ACCEPTANCE. 8.) ALL CIRCUIT PIPE IS TO BE CLASS 160 PVC OR A HIGHER GRADE. 9.) ALL MAIN FITTINGS SHALL BE REINFORCED WITH 2000 -PSI POURED CONCRETE THRUST BLOCKS AS SHOWN ON DRAWING. 10.) CONTRACTOR WILL GUARANTEE THE QUALITY OF HIS MATERIALS AND WORK FOR ONE (1) YEAR. THIS PERIOD BEGINS WITH THE FINAL ACCEPTANCE OF THE OWNER. 11.) CONTRACTORS ARE EXPECTED TO PERSONALLY EXAMINE THE SITE AND FULLY ACQUAINT THEMSELVES WITH ALL OF THE EXISTING CONDITIONS SO THAT NO MISUNDERSTANDING MAY AFTERWARDS ARISE TO THE CHARACTER OR AS TO THE EXTENT Of THE WORK TO BE DONE. THIS WILL ALSO ENSURE THE CONTRACTOR WILL BE AWARE OF WHAT PRECAUTIONS NEED TO BE TAKEN TO AVOID INJURY TO PEOPLE OR DAMAGE TO PROPERTY. 12.) THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERABLE SYSTEM FOR THE IRRIGATION OF ALL LANDSCAPE PLANTING ON SITE. PLANS AND SPECIFICATIONS MAY NOT INDICATE ALL ITEMS NECESSARY FOR THE PROPER IRRIGATION OF THE PROJECT AND THE CONTRACTOR HOLDS THE RESPONSIBILITY FOR FURNISHING LABOR, MATERIALS AND UIPMENT REQUIRED FOR A COMPLETE AND PROPER PROJECT EVEN IF NOT IN THE NITIAL SPECIFICATIONS. 13.) IRRIGATION SYSTEMS SHALL BE DESIGNED FOR THE (SEPARATION) ZONING OF HIGH AND LOW WATER USE AREA . WATERUSAGE S° THIS PLAN PROPOSES THE FOLLOWING: NET PERVIOUS AREA: 12,238 SF IRRIGATION RATE / WEEK 1.5" / WEEK 111,400 GALLONS / WEEK IRRIGATION USAGE FORMULA: .125 (1.5") x 12,238 SF = 1,530 CF WATER PER WEEK 1,530 CF WATER PER WEEK x 7.48 (GALLON PER CU. FT.) = 11,444 GALLONS IRRIGATING THE PROPOSED SITE. WATER USAGE ONS® 1.) IF IRRIGATION WATER IS TO BE NON -POTABLE NO BACK-FLOW PREVENTER IS REQUIRED. 2.) A BACKFLOW PREVENTER WILL ONLY BE NECESSARY IF POTABLE WATER IS USED FOR IRRIGATION. COVERAGE Y a b IRRIGATION HEADS SHALL BE PLACED SO THAT THEY PROVIDE _ HEAD - TO - HEAD COVERAGE. a 100% OVERLAP. 4-_ _A ) / • If IRRIGATION WATER IS TO BE NON -POTABLE THEN NO BACK-FLOW Xl f 1 / PREVENTER IS REQUIRED. A BACKFLOW PREVENTER WILL ONLY NECESSARY IF POTABLE WATER IS USED FOR IRRIGATION. 0 > X f A RAIN SENSOR SHALL BE INSTALLED ON THE IRRIGATION SYSTEM. LEGEND. - IRRIGATION IRRIGATION AREA. ALL PERVIOUS AREA TO BE IRRIGATED TORO AUTOMATIC IRRIGATION CONTROLLER ® COUNTY APPROVED RAIN SENSOR TORO COMMERCIAL VALVE (2) SCHEDULE 40 FVC SLEEVES (TYP) IRRIGATION METER ...... PROPOSED MAIN LINE CLASS 200 (CONTRACTOR TO SIZE) TABLE F VALVE AND PM S GPM FLOW VALVE SIZE PVC OR POLYOTHYLENE PIPE 0-9 3/4" 3/4" 3/4" 10-13 3/4" 3/4" 1" 14-24 1" Y 1-1/4" 25-50 1-1/2" 1-1/2" 2" SITE AM UMMMON TOTAL SITE AREA = 33,094 SF = 0.76 ACRES = 100.0% BUILDING AREA (ROOF) = 6,419 SF = 0.15 ACRES = 19.4% IMPERVIOUS = 14,437 SF = 0.32 ACRES = 43.6% PERVIOUS = 12,238 SF = 0.29 ACRES = 37.0% _WIGGINS_ PASS ROAD_ IOIY-O' R®AD RIGHT OF WAY ("PUBLICLY t1f UNTAINED --------------------30.00— � - -- — — _ SIGHT VISIBILITY TRIANGLE I N90°0000° 12 E .4:40-[P) _ _ — "SEE NOTE REGARDING - �. -_ CURVE CI« f . DH ..OHW— . _._ . --.- . — ..GHW N89°59'0T'E 123.92' (M _ — — _ Oxw . _ . oHw — . oxw— - OHw 1 L ® - - N90°00'00"E 103.62'(P) ...................r ��. p�� , p ®m.� a..... r�rr.............................r rr®.........., ® � IRRIGATION j VALVE (TYP.) CD m a ®13r > z m s s � � s GENNOTES: ° ' = A "COUNTY PERIT TO PERFORM WORK AND/OR MAINTENANCE IN PUBLIC RIGHT -OF WAY" WILL BE REQUIRED PRIOR TO PERFORMING ANY - - A WORK WITHIN TH PUBLIC ROAD ROW. • ALL PAVEMENT i ND MARKINGS SHALL ADHERE BY FOOT INDEX #17346 ti ALL SHRUBS ANT GROUND COVER PLANTINGS WITHIN VISIBILITY TRIANGLES TO B&MAINTAINED AT A HEIGHT OF NO MORE THAN 30". IN I i ADDITION ANY T ES LOCATED WITHIN THESE AREAS MUST HAVE A CLEAR TRUNK HT. OF AT LEAST 8'-0". ! r * ALL SIGNAGE S L BE PERMITTED AND APPROVED SEPARATELY. ® ^ ALL COSTS AND XPENSES OF ALL REPAIRS, REPLACEMENTS, MAINTENANCE AN RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITTED WITH A CUE SHALL BE THE SOLE FINANCIAL o q RESPONSIBILITY C F THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. . I I � �� UNIT 101 UNIT 102 rq PROPOSAL' BUILDING ETL /REST.OFFICE -------------) a IRRIGATION I I 7,246 S.F. CONTROLLER i TYPE i 11-I3 C INST. IRRIGATION UNPROTECTE .del RAIN SENSOR r I SPRINKLERED W +` i cc. TWO STORY q F.F.E. - 10.0' N VD j sl r R� ( W O EXECUTIVE OFFICE SPACE ABOVE, UNITS 201, 202, 203 & 204 oQf db g jn s 00 a __ or o rl o t a t UNIT 103 I I e I A I� UNIT 104 � ) a ° 1 � 6 i (2) 4" PVC SHEDULE40 SLEEVES (TYP.) m ®I I I t r r 0 4 � MAIN LINE TO BE SIZED BY SPRINKLER CONTRACTOR I I r . r ° S e r r 0 ® i I 2 r i t i rr...ar.r...r...r..... r .................. ........ 0040000*.r........rr.rrr.rtt.rttrrrr.rrr........ rr9 N90°00'00"E 124.00'(M) a (P) IRRIGATION METER f ADJACENT PROPERTY ZONED C-4 (EXISTING, DUPLEX) r 6 � a � 111-1101aff E r rr r P. pp.. N in hi; M 0 Nom' f4 W{� Pp 14, 0 IT VISIBILITY TRIANGLE PPA' ao u7 �- 00�, zp D AT PROJECT ENTRANCE PERS zz' z.: L.D.C. (TYP. BOTH SID S) r i 0} I ri . A ti r � r M 0 10' SIG IT VISIBILITY TRIANGLE REQUI D AT PROJECT ENTRANCE PERS TION 6.06.05 (B), COLI R COUNT L.D.C. (TYP. BOTH SID S) r i s r 0 sU, I 0 M 0 co � � s s c> • r 0} I ri . t cl. Ln CL E m r Vk N +r a( sU, I 0 0 0 c> 0} cr E m Vk N 0 0 E 4'7 0} �n r 0 1-1/2" 0 SYSTEM ABOVE ( (SEE CIV 1-: SN AE (S] SCALE: 1/8'1 = if -Ott b D.S.1 W02 cwl) D.S.1 D.S.1 D.S'l 1). S. I I— D.S.1 D.S.1 US 24' 34' 9'-6" 6'-4" 8'-2" 4' 6' 4' 6' 4' 6' 4' OCCUPANCY CALCULATIONS TOTAL BUILDING OCCUPANCY AREA �U2 W2 W3 UNIT 101 = 1,252 S.F. + 30 (MERCANTILE) = 42 OCCUPANTS GUARDRAIL 42 OCCUPANTS ............. L UNIT 104 = 1,228 S.F. (RESTAURANT) OUTDOOR COVERED WALKWAYS (COMMON AREA) 120 S.F. (OUTDOOR SEATING) SUBTOTAL (GROSS OUTDOOR COVERED BLDG. AREA) (MAX. OCCUPANT LOAD) 36 OCCUPANTS (INCLUDES OUTDOOR SEATING) GROSS OUTDOOR SEATING AREA (UNIT 104) 1st FLOOR TOTAL = 137 OCCUPANTS 2nd FLOOR OCCUPANCY CALCULATIONS: 698 S.F. UNIT 201 - 204 = 2,898 S.F. = 100 (BUSINESS) = 29 OCCUPANTS 2nd FLOOR TOTAL = 29 OCCUPANTS TOTAL BUILDING OCCUPANCY LOAD = 166 OCCUPANTS 9'-4" l OTTTDoo A CONY SUBTOTAL (GROSS LEASABLE (A/C) UNIT BLDG, AREA) 152 S.F. GROS OUTDOOR BALCONY # I (COMMON AREA) = 152 S.F. OUTDOOR BALCONY #2 (COMMON AREA) 336 S.F. SUBTOTAL (GROSS OUTDOOR BALCONY AREA) 488 S.F. TOTAL 2nd FLOOR BUILDING AREAS = 3,568 S.F. INDICATES LINE OF CANOPY >1 00 INDICATES ABOVE 0 LINE OF cn u CANOPY ABOVE UNIT -202 e, 786 S.F. GROSS LEASABLE 0 0 co m 698 S.F. co �D 0 GROSS LEASABLE 4 colco 6 j-4" 12'-7" '91, 81, 6 23'-6" 3'-8" REF. BEV. CTR UNIT -20 356 S.F. GROSS LEASABLE Lo 6 b Fl.ECPT. 3 I I., , 1 1, , I, 8'-Q" 6'-4" 3 -2" 5" 5' 5" S' 1' 8'-8 �7 . . . ...... . -l=llLj MIX c� 04 UNIT -204 UNIT-20 CONF,l . ....... ... NF., 5 307 S.F. 4— WAITIN G GROSS LEASABLE 0 j F-3 IT -2" F ------- - -- i�X WI 0 C OUTDOOR STAIR T- �4-&� -------------------- o uu -------- - -- . .......... �W4 16' 6' 3'-4" 6' 3'-4" 6' 2' LROOF ACCESS —J SECOND f'LOCl`R AREA LADDERS & LADDER CAGE 2,897 S.F. NET AREA 4' G-4" 3'-8" ROOF B LOW O� b C 0 0 26-10" 23'-6" 44' 6'-4" 4' 3'-8" u BUILDING AREA CALCULATIONS I st FLOOR GROSS BUILDING AREAS OCCUPANCY CALCULATIONS TOTAL BUILDING OCCUPANCY AREA 7,246 S.F. I st FLOOR OCCUPANCY CALCULATIONS: UNIT - 103 UNIT 101 = 1,252 S.F. + 30 (MERCANTILE) = 42 OCCUPANTS UNIT 102 = 1,252 S.F. - 30 (MERCANTILE) = 42 OCCUPANTS UNIT 103 = 496 S.F. - 30 (MERCANTILE) = 17 OCCUPANTS UNIT 104 = 1,228 S.F. (RESTAURANT) OUTDOOR COVERED WALKWAYS (COMMON AREA) 120 S.F. (OUTDOOR SEATING) SUBTOTAL (GROSS OUTDOOR COVERED BLDG. AREA) (MAX. OCCUPANT LOAD) 36 OCCUPANTS (INCLUDES OUTDOOR SEATING) GROSS OUTDOOR SEATING AREA (UNIT 104) 1st FLOOR TOTAL = 137 OCCUPANTS 2nd FLOOR OCCUPANCY CALCULATIONS: 698 S.F. UNIT 201 - 204 = 2,898 S.F. = 100 (BUSINESS) = 29 OCCUPANTS 2nd FLOOR TOTAL = 29 OCCUPANTS TOTAL BUILDING OCCUPANCY LOAD = 166 OCCUPANTS = 307 S.F. COMMON OFFICE AREA BUILDING AREA CALCULATIONS I st FLOOR GROSS BUILDING AREAS UNIT - 101 = 1,328 S.F. UNIT - 102 = 1,328 S.F. UNIT - 103 531 S.F. UNIT - 104 = 1,317 S.F. SUBTOTAL (GROSS LEASABLE (A/C) UNIT BLDG. AREA) = 4,504S.F. OUTDOOR COVERED STAIR (COMMON AREA) = 482 S.F. OUTDOOR COVERED WALKWAYS (COMMON AREA) = 1,433 S.F. SUBTOTAL (GROSS OUTDOOR COVERED BLDG. AREA) = 1,915 S.F. TOTAL 1st FLOOR BUILDING AREAS = 6,419 S.F. GROSS OUTDOOR SEATING AREA (UNIT 104) = 120 S.F. 2nd FLOOR GROSS BUILDING AREAS UNIT - 201 698 S.F. UNIT - 202 = 786 S.F. UNIT - 203 = 356 S.F. UNIT - 204 = 307 S.F. COMMON OFFICE AREA = 933 S.F. SUBTOTAL (GROSS LEASABLE (A/C) UNIT BLDG, AREA) = 3,080 S.F. OUTDOOR BALCONY # I (COMMON AREA) = 152 S.F. OUTDOOR BALCONY #2 (COMMON AREA) 336 S.F. SUBTOTAL (GROSS OUTDOOR BALCONY AREA) 488 S.F. TOTAL 2nd FLOOR BUILDING AREAS = 3,568 S.F. 1) BUILDING FACADES: a. ALL FACADES OF THE BUILDING ARE DESIGNED WITH CONSISTENT ARCHITECTURAL STYLE, DETAIL AND TRIM FEATURES. b. N/A c. THE BUILDING IS LOCATED AT THE INTERSECTION OF TWO ARTERIAL ROADS AND INCLUDES DESIGN FEATURES EMPHASIZING IT'S LOCATION AS A GATEWAY AND TRANSITION POINT WITHIN THE COMMUNITY. 2) PRIMARY FACADE STANDARDS: a. BUILDING ENTRANCE: MAIN ENTRANCE(S) CLEARLY DEFINED b. DESIGN FEATURES: MUST HAVE A MIN. OF 2 OF THE FOLLOWING i. GLAZED AREA = 4 1 % ii. COVERED ENTRY(S) AND MIN, 20% WINDOWS & GLAZED DOORS iv. COVERED WALKWAY WITH 16" SQUARE COLUMNS 3) FACADE/WALL HEIGHT TRANSITION ELEMENTS: c. DESIGN STANDARDS i. 30 FEET MAX. HEIGHT h. MASSING ELEMENTS INCORPORATED FOR A MIN. OF 60% OF THE LENGTH OF THE FACADE hi. TRANSITIONAL MASSING ELEMENTS INCLUDE WALL PLANE CHANGES, ROOFS, CANOPIES, COLONNADES WITH THE MIN. DEPTH FOR PROJECTIONS AND RECESSES AS FOLLOWS; d) FOR BUILDINGS UP TO 9,999 SQ. FT. IN GROSS BLDG, AREA, PROJECTIONS & RECESSES WITH MIN. DEPTH OF 4 FEET 4) VARIATION IN MASSING: a. PROJECTIONS AND RECESSES iv. A MAX. LENGTH, AT ANY POINT, MUST BE 75 LINEAR FEET. PROJECTIONS AND RECESSES MUST HAVE A MIN. DEPTH OF 2 FEET WITHIN 75 L.F. LIMITATION b. WALL PLANE CHANGES i. NO SINGLE WALL PLANE EXCEEDING 60% OF EACH FACADE 5) BUILDING DESIGN TREATMENTS - EACH BLDG. FACADE MUST HAVE AT LEAST 4 OF THE FOLLOWING DESIGN TREATMENTS a. CANOPIES INTEGRATED WITHIN THE BLDG. MASSING b. OVERHANGS, MINIMUM OF 3 FEET c. COLONNADES OR ARCADES, A MIN. OF 8 FEET IN WIDTH h. DISPLAY WINDOWS i. STRUCTURAL ARCHITECTURAL DETAILS INTEGRATED INTO BUILDING STRUCTURE AND OVERALL DESIGN k. COVERED ENTRY WITH MINIMUM DIMENSION 8 FEET AND THE MINIMUM AREA OF 100 SQUARE FEET o. COLUMNS r. EXPRESSED OR EXPOSED STRUCTURAL ELEMENTS 6) SITE DESIGN ELEMENTS - (BY CIVIL ENGINEER) k_l ll.IJ+Js7 4.] LC11 114 l.S PIIN\ it9,. — 01ju 1J.1' . _-_ _ ._ .v .. __ �__ . �. _ __ __._ _ —_ . FLOOREAST ELEVATION GROUND FLOOR NORTH ELEVATION GROUND SCALE: 1/8" = 1'-0" 49.28% I SCALE: 1/8" = 1'-0" 58.58% GLAZING ROOF ACCESS -c,l,T1,1i1 INDICATES LINE OF ROOF BEYOND LADDERS & -A SAFETY CAGE �� V�a, - , ii ...... . .. . .. - 12'-10" �9m 2nd FLOOR ELEV. ' GROSS WALL AREA = 513.33 S.F. GROSS GLAZING AREA = 258 S.F. GROUND FLOOR 50.26% % 1) BUILDING FACADES: CE = 107 FEE 48" HIGH PVC - LOUVERED FENCE w/ 42" SWING GATES FINISH GRADE z (SEE CIVIL RAWINGS) 1-1 / 2" 0 METAL RAILING SYSTEM (LESS THAN 30" ABOVE GRADE LEVEL) a. ALL FACADES OF THE BUILDING ARE DESIGNED WITH CONSISTENT ARCHITECTURAL STYLE, DETAIL AND TRIM FEA'T'URES. b. N/A c. THE BUILDING IS LOCATED AT THE INTERSECTION OF TWO ARTERIAL ROADS AND INCLUDES DESIGN FEATURES EMPHASIZING IT'S LOCATION AS A GATEWAY AND TRANSITION POINT WITHIN THE COMMUNITY. 2) PRIMARY FACADE STANDARDS: a. BUILDING ENTRANCE: MAIN ENTRANCE(S) CLEARLY DEFINED b. DESIGN FEATURES: MUST HAVE A MIN. OF 2 OF THE FOLLOWING i. GLAZED AREA = 41% ii. COVERED ENTRY(S) AND MIN. 20% WINDOWS & GLAZED DOORS iv. COVERED WALKWAY WITH 16" SQUARE COLUMNS 3) FACADE/WALL HEIGHT TRANSITION ELEMENTS: c, DESIGN STANDARDS i, 30 FEET MAX. HEIGHT ii. MASSING ELEMENTS INCORPORATED FOR A MIN. OF 60% OF THE LENGTH OF THE FACADE iii. TRANSITIONAL MASSING ELEMENTS INCLUDE WALL PLANE CHANGES, ROOFS, CANOPIES, COLONNADES WITH THE MIN. DEPTH FOR PROJECTIONS AND RECESSES AS FOLLOWS; d) FOR BUILDINGS UP TO 9,999 SQ. FT. IN GROSS BLDG. AREA, PROJECTIONS & RECESSES WITH MIN. DEPTH OF 4 FEET 4) VARIATION IN MASSING: a. PROJECTIONS AND RECESSES iv. A MAX. LENGTH, ATANY POINT, MUST BE 75 LINEAR FEET. PROJECTIONS AND RECESSES MUST HAVE A MIN. DEPTH OF 2 FEET WITHIN 75 L.F. LIMITATION b. WALL PLANE CHANGES i. NO SINGLE WALL PLANE EXCEEDING 60% OF EACH FACADE 5) BUILDING DESIGN TREATMENTS - EACH BLDG. FACADE MUST HAVE AT LEAST 4 OF THE FOLLOWING DESIGN TREATMENTS a. CANOPIES INTEGRATED WITHIN THE BLDG. MASSING b. OVERHANGS, MINIMUM OF 3 FEET c. COLONNADES OR ARCADES, A MIN. OF 8 FEET IN WIDTH b. DISPLAY WINDOWS i. STRUCTURAL ARCHITECTURAL DETAILS INTEGRATED INTO BUILDING STRUCTURE AND OVERALL DESIGN k. COVERED ENTRY WITH MINIMUM DIMENSION 8 FEET AND THE MINIMUM AREA OF 100 SQUARE FEET o. COLUMNS r. EXPRESSED OR EXPOSED STRUCTURAL ELEMENTS 6) SITE DESIGN ELEMENTS - BY CIVIL ENGINEER) A HIM I°-c'1'I1g1111 I. st FLOOR ELEV. 0'-0" a STUCCO FINISH (PAINTED) • P -A. SW 7063 - (NEBULOUS WHITE) P -E SCJ 7065 - (ARGOS) FP -C SW 7066 - (GRAY MATTERS) RAILINGS - STAINLESS STEEL STOREFRONT - ALUMINUM, MILL FINISH WINDOWS - ALUMINUM, MILL FINISH EW — ROOF ACCESS LADDERS & SAFETY CAGE 1. a F -B 1-I/2" O METAL RAILING SYSTEM (LESS THAN 30" ABOVE GRADE LEVEL) DOR ELEV, S.F. S.F. ff_w�mlllllllll I SCALE: 1/4" = 11-011 SCALE: 1/4" ® 1'-0" SCALE: 1/411 ® 11-011 SCALE: one Ems C0 00 Z 'n o F-4 Sheet No. 114 0 C) A3 U) co 2 Cd Cd cCd to t co 0� 0 0 5' 0 O C)) 6102 d NO 0 ro one Ems C0 00 F" cp, F-4 Sheet No. 114 0 C) A3 U) co 2 Cd Cd cCd to t co 0� 0 0 5' 0 O C)) 6102 d NO 00 ro one Ems C0 00 F" cp, rn Sheet No. 114 0 one Ems M C0 CROSS-SECTIONS &, WALL SECTIONS rn Sheet No. 114 0 A3 U) Cd Cd cCd 0 5' 0 C)o C:) 00 00 ro z Check by: JOE McHARRIS Drawn by: GSG Scale AS NOTED Project No. C16-0011 M Sheet Na -c: CROSS-SECTIONS &, WALL SECTIONS rn Sheet No. A3 M E3= Powerbwnd Green Energy Ltd. S, L 40 r o d i c t M taill' I t q 5 l 5 Basic speefficati n STREET LIGHT DETAIL ......... ........ PHYSUC."All of"ll"Allit! 061 Al mul, -Squ aiuo- g. Slalmland im,-Jld,- etelmd, y ail 25 li-mdf. a gn� hut., j, I a b �el i n� - Ile �k 5:.:. r m . B_ g.11rr a varifft t" It V.I b,m The Chbd j%k Wyme, I LIGHT POLE HEIGHT & DETAILS T fill C DMIL A. m EN *A , ISI ell SE 44 N KEY NOTES ul 3/4" LIGHT TEXTURED STUCCO SMOOTH STUCCO BAND FP ---A] SW 7063 - (NEBULOUS WHITE) SW 7065 -(ARGOS) SW 7066 - (GRAY MATTERS) RAILINGS - STAINLESS STEEL STOREFRONT - ALUMINUM, MILL FINISH WINDOWS - ALUMINUM, MILL FINISH LADDERS - ALUMINUM, MILL FINISH COVED CEMENT TOP, PAINTED _____-6" DIA. SCH. 40 GALV. STEEL PIPE FILLED WITH TYPE 11 CEMENT, 2,500 PSI CONCRETE. 9) FIELD PAINT w/ TWO COATS OF REFLECTIVE "SAFETY YELLOW" EPDXY PAINT 4 1? a. 4 cv 4 14" DIA. MIN. TYPE II CEMENT 2,500 PSI CONCRETE SCALE 3/4"=l'-0" CA 4 NI IN M, SCALE 3/4"tit1'®ii" OPED TOP )TH ILL SOLID W/ (1) #5 0 1L CONTINUOUS. 50'0.C. 'IFY IN FIELD 'K w/#5 0 1L (2000 PSI GROUT) L FROM FOOTING HEADER BLOCK HOOK OR BEND @ 'LONG VERTICAL !E @ 4'-0" MAXIMUM. VERIFY w/ OWNER) 1. 40 GALV. STEEL PIPE 'H TYPE Il CEMENT, ONCRETE. FIELD PAINT )ATS OF REFLECTIVE ;LLOW" EPDXY PAINT SLAB w/6X6 A WWF ON ;'ED FILL ?ACTED FILL ONAL) STEEL ,ARD FOOTING )ND u 8" STUCCO BAND, 5/8"THICK 8" CMU 8" STUCCO BAND. 5/8"THICK 8" CMU Ea I !, SCALE 3/8"=l'-0" 11"i'll ii fill SCALE 3/8"=P-0" A4T:TAT -- 8" STUCCO BAND ABOVE _\ 8" CMU 6" DIA. STEEL PIPE BOLLARDS FILLED WITH CONCRETE w/ COVED TOP, PAINTED 1 q,_Cif, NAME \-t\-6" DIA. STEEL PIPE BOLLARDS FILLED WITH CONCRETE w/ COVED TOP, PAINTED 01" (2) 6" DIA. STEEL PIPE BOLLARDS FILLED WITH CONCRETE w/ COVED TOP, PAINTED RECYCLE TRASH 00 Cq Ifl C3D ED E) I =00 00 \-t\-6" DIA. STEEL PIPE BOLLARDS FILLED WITH CONCRETE w/ COVED TOP, PAINTED I FrIFNn BENCHMARK, SET PK NAIL AND DISK — 18 6896" FOUND 8d NAIL — NO IDENTIFICATION FOUND 518" REBAR NO IDENTIFICATION 0 = FOUND I" IRON PIPE NO IDENTIFICATION j = SET 518" REBAR AND CAP — `D&W L13 6896" 11 = FOUND 4" X 4" CONCRETE MONUMENT — NO IDENTIFICATION (M) = FIELD MEASURED DATA (P) = RECORD PLAT DATA +0 = SPOT ELEVATION, NAVD 1988 CS) = WOOD UTILITY POLE c_lU = CONCRETE UTILITY POLE = COY ANCHOR = WATER METER tiYo = FIRE HYDRANT SURVEYOR'S NOTES 1. BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF SUNNY FRAIL HEIGHTS HAVING A RECORD BEARING OF SOUTH 01'05'00" WEST AS SHOWN ON THE PLAT OF RECORD. 2. NO UNDERGROUND IMPROVEMENTS OR FOUNDATIONS WERE LOCATED UNDER THE SCOPE OF THIS SURVEY. 5. THIS PARCEL LIES IN FLOOD ZONE 'AE" BASED ON FEMA F.I.R.M. MAP PANEL 1202100191H, DATED MAY 16, 2012. THIS PARCEL HAS A BASE FLOOD ELEVATION OF 9.0' (NAVD '88). 4. BOUNDARY INFORMATION SHOWN HEREON IS BASED UPON THE RECORD PLAT AND LEGAL DESCRIPTION PROVIDED, NO SEARCH OF THE PUBLIC RECORD WAS PERFORMED BY THIS SURVEYOR, THERE MAY BE OTHER SETBACKS ANDIOR EASEMENTS NOT KNOWN TO THIS SURVEYOR. 5. THE STREET ADDRESS IS: 80B WIGGINS PASS ROAD NAPLES, FLORIDA 34110 6. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). ELEVATIONS ARE BASED UPON TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION AND TRIMBLE REAL—TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (CPS) CONTROL NETWORKS. LEGAL DESCRIPTION LOTS 1, 2, 3 AND 4, BLOCK 4, SUNNY TRAIL HEIGHTS, IN ACCORDANCE WITH AND SUBJECT TO THE PLAT RECORDED IN PLAT BOOK 4, PAGE 43, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. 50.0, 50.0' OVERHE LINE TABLE LINE BEARING (M) O(STANCE (M) LI S89 -56'20"E 29.95' LINE BEARING (P)DISTANCE P FOUND 518" REBAR N00*3323"E FROM SET REBAR AND CAP �o CD N cD o 0 O cn August 23, 2017 Craig R. Stephens Gulfcoast Design Associates, Inc. 11338 Bonita Beach Rd SE Suite 102 Bonita Springs, FL 34135--4449 RE:SDP -PL20160001111 808 Wiggins Pass Road (SDP) PROJECT PRE-APPROVAL LETTER Please be advised that the above-named project is complete and a Certificate of Public Facility Adequacy (COA) has been approved. As required by Section 10.02.07 of the Land Development Code and Section 74-302 (h) of the Collier County Code of Laws and Ordinances, a COA must be issued concurrently with the approval of this development order. The estimated Road Impact Fees for the project total $49,717.73. A COA will be issued upon payment of 33% of the estimated road impact fees in the amount of $16,406.85 calculated as follows: Office: 2,899 Sq. Ft x $8.60775 = $24,953.87 Retail: 4,347 Sq. Ft. x $5.69677 = $24,763.86 Total: $49,717.73 x 33% = $16,406.85 Please make your check payable to “Collier County Board of County Commissioners” and SUBMIT TO: Impact Fee Administration Collier County Growth Management Department 2800 Horseshoe Drive North Naples, FL 34104 Once the above-referenced impact fees are paid, a COA will be issued in perpetuity and a project approval letter will be issued. If the applicable estimated transportation impact fees are not paid prior to the expiration of the temporary 1-year capacity reservation secured upon the County’s acceptance of the TIS, the COA application will be deemed denied and a new COA application will be required to be submitted. The COA application will be reviewed to determine if capacity is available at that time, and if so, a COA will be issued. Final calculation of impact fees due will be based on the intensity of the development actually permitted for construction and the impact fee schedule in effect at the time the building permit application is submitted. In addition, any required impact fees for Parks, Libraries, School, Government Building, Law Enforcement, Water, Sewer, Fire, EMS, or Correctional Facilities will be due prior to the issuance of a Certificate of Occupancy. Please contact Paula Fleishman at (239) 252-2924 if you have any question related to the COA. Please contact the Application Processing and Distribution Department at (239) 252-2923 if you have any questions related to the project approval. Valerie Kullick Planning Technician This project is subject to LDC Section 10.02.03 B.4.b which states: Approved site development plans (SDPs) shall remain in force for three (3) years from the date of approval, as determined by the date of the SDP approval letter. If construction has not commenced within 3 years, the site development plan approval term will expire and the SDP approval is of no force or effect. One amendment to the SDP may be applied for and may be granted prior to the original expiration date, so long as the proposed amendment complies with the LDC requirements in force at the time of the SDP amendment submittal. The SDP amendment shall remain in effect for 3 years from the date of approval, as determined by the date of the SDP amendment approval letter.The date of this pre-approval letter constitutes the “date of approval”. The expiration date is August, 24, 2020.