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HomeMy WebLinkAboutHidden River Phase IIE DESCRIPTION: (ACCESS ROAD) A PARCEL OF LAND LYING IN SECTION 24, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 24; THENCE S00*12'17"W, ALONG THE EAST BOUNDARY OF SAID SECTION 24 A DISTANCE OF 2650.87 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 24; THENCE SOO'12'47"W, A DISTANCE OF 859.50 FEET TO THE SOUTHEAST CORNER OF THE NORTH 26 ACRES OF THE NORTHEAST 1/4 OF THE SOUTHEAST 114 OF SAID SECTION 24; THENCE N89'50'53W, ALONG THE SOUTH BOUNDARY THEREOF A DISTANCE OF 1238,45 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE N89050'53"W, A DISTANCE OF 80-00 FEET TO THE SOUTHWEST CORNER OF THE NORTH 26 ACRES OF THE NORTHEAST 1/4 OF THE OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE NOO'16'12"E, ALONG THE WEST BOUNDARY THEREOF AND ALONG THE EAST BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE THREE, AS RECORDED IN PLAT BOOK 38 ON PAGES 7 THROUGH 11, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, A DISTANCE OF 859.51 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHEAST 114 OF SAID SECTION 24; THENCE NOO'16'02"E, ALONG THE WEST BOUNDARY OF THE SOUTHEAST 114 OF THE NORTHEAST 1/4 OF SAID SECTION 24, AND ALONG THE EAST BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE THREE, A DISTANCE OF 586.02 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY LINE OF THE ZEPHYRHILLS BYPASS AND A POINT ON A CURVE; THENCE 125.44 FEET ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 11399.16 FEET, SUBTENDED BY A CHORD DISTANCE OF 125.43 FEET, BEARING N85-29-51"E, THEiNCE DEPARTING SAID RIGHT OF WAY S00016*02"W, A DISTANCE OF 70.43 FEET; THENCE S14*10'14"W, A DISTANCE OF 187.28 FEET; THENCE SOO'16'02'W, A DISTANCE OF 344.23 FEET; THENCE S00'1 6'1 2"W, A DISTANCE OF 859.35 FEET TO THE POINT OF BEGINNING. CONTAINS 2.83 ACRES, MORE OR LESS. DESCRIPTION: (PARENT PARCEL) A TRACT OF LAND LYING IN SECTION 24 AND SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 24; THE SOUTHWEST 114 OF THE SOUTHEAST 1/4, SECTION 24; THE SOUTH 388.00 FEET OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4, SECTION 24; THE SOUTH 14140 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 24. AND TRACTS 1, 2, 3,4A; TRACT 13A, AND TRACTS 14, 15, 16, 17, 18, 19A AND NORTH 1/2 TRACT 31; NORTH 1/2 TRACT 32, AND TRACT 30B, ALL IN CRYSTAL SPRINGS SUBDIVISION, AS PER MAP OR PLAT THEREOF RECORDED,N MAP BOOK 2 ON PAGE 24 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; AND THE SOUTH 208.70 FEET OF THE EAST 208.70 FEET OF TRACT 108, EXCLUDING RAILROAD, TRACT 117, EAST OF RAILROAD, AND TRACT 124, EAST OF RAILROAD; ALL IN ZEPHYRhI1L!- S COLONY COMPANY, AS PER PER MAP OR PLAT THEREOF RECORDED IN MAP BOOK 1 ON PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DESCRIPTION: (PARCEL "A") A TRACT OF LAND LYING IN SECTION 24 AND SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING ALSO A PORTION OF TRACTS 1, 2,14, AND 15, TRACT 16, TRACT i 7, 1-1 -,.ACT 18, A PORTION OF TRACT 19A, TRACT 30B, AND THE NORTH 1/2 OF TRACTS 31 AND 32 CRYSTAL SPRINGS COLONY FARMS AS RECORDED iN PLAT BOOK 2, ON PAGE 24 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 24 SAID CORNER ALSO BEING THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 'I -AST, PASCO COUNTY, FLORIDA, THENCE S00014'44"W, ALONG THE EAST BOUNDARY OF SECTION 25, 615.00 FEET, MORE OR LESS, TO A POINT IN THE CENTER LINE OF THE HILLSBOROUGH RIVER AND THE POINT OF BEGINNING; THENCE CONTINUE SOO'14'44'W, ALONG THE EAST BOUNDARY OF SAID SECTION 25 A DISTANCE OF 1698.00 FEET; THENCE N8904237W, A DISTANCE OF 1322.74 FEET; THENCE S00'1 8'20'W, A DISTANCE OF 310.78 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH BOUNDARY OF TRACT305, CRYSTAL SPRINGS COLONY FARMS, AS RECORDED IN PLAT BOOK 2, PAGE 24 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, THENCE N8943'32"W, ALONG SAID EXTENSION AND ALONG SAID SOUTH BOUNDARY A DISTANCE OF 137.43 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF C.S.X. RAILROAD AND A POINT ON A CURVE; THENCE 520.38 FEET ALONG THE ARC OFA1 CURVE TO THE LEFT WITH A RADIUS OF 2373.87 FEET, SUBTENDED BY A CHORD DISTANCE OF 519,34 FEET, BEARING N19-06'15'W, THENCE N-2,5-23-03"W, 774.30 FEET; THENCE DEPARTING SAID RAILROAD RIGHT OF WAY LINE N4953'44"E, A DISTANCE OF 2450.45 FEET: THENCE 500'14'44'W, ALONG A LINE 100.0 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY OF SAID SECTION 25 AND THE NORTHERLY PROJECTION THEREOF A DISTANCE OF 684.00 FEET, MORE OR LESS, TO A POINT IN THE CENTER LINE OF THE HILLSBOROUGH RIVER; THENCE S 50'04'07E, ALONG SAID CENTER LINE A DISTANCE OF 129.94 FEET TO THE POINT OF BEGINNING. CONTAINS 72.70 ACRES, MORE OF, LELS3. DESCRIPTION: (PARCEL V) A TRACT OF LAND LYING IN SECTION 24 AND SECTION 25, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING ALSO A PORTION OF TRACTS I AND 2, TRACT 3, TRACT 4A, TRACT 13A, AND A PORTION OF TRACTS 14,15 AND 19A, CRYSTAL SPRINGS COLONY FARMS AS RECORDED IN PLAT BOOK 2, ON PAGE 24 OF THE PUBLIC RECORDS OF PASGO C.OUNTY, FLORIDA, BEING ALSO A PORTION OF TRACTS 108,117 AND 124, ZEPHYRHILLS COLONY COMPANY, AS RECORDED IN PLAT BOOK 1, ON PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF CECTION 24 SAID POINT ALSO BEING THE NORTHEAST CORNER OF SECTION 255, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, F,-ORIDA, FOR A POINT OF BEGINNING, THENCE S00*1 444"W, ALONG THE EAST BOUNDARY OF SECTION 25, 615.00 FEET, MORE OR LESS, Tr; A POINT IN THE CENTERLINE OF THE HILLSBOROUGH RIVER: THENCE N 50'04'07"W, ALONG SAID CENTERLINE, 129.94 FEET: THENCE N00"i t44'E ON A LINE 100.00 FEET WEST OF AND PARALLEL WITH THE EAST BOUNDARY OF SAID SECTION 25 AND THE NORTHERLY EXTENSION -;AEREOF A DISTANCE OF 684.00 FEET: THENCE S49053'44"W A DISTANCE OF 2450.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY, THENCE N25023'03'W, ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 35A 1 FEET; THENCE N00-20-08"E, A DISTANCE OF 84.34 FEET; THENCE N89039'50'*W, A DISTANCE OF 40.62 FEET TO A PO,y , OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N2523'03'*W, ALCN�3; SAID RIGHT OF WAY LINE A DISTANCE OF 1427.66 FEET TO A POINT OF INTERSECTION WITH THE WEST BOUNDARY OF THE NOR, HEAST 1/4 OF SAID SECTION 25; THENCE N00021'55"E, ALONG SAID WEST BOUNDARY A DISTANCE OF 38.35 FEET TO THE SOOTHWES-7 CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE N89'5518"W, A DISTANCE OF 18.45 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE C.S.X. RAILROAD RIGHT OF WAY; THENCE N25023'03'W, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 731.64 FEET TO A POINT ON THE SOUTH BOUNDARY OF TRACT 108, ZEPHYRHILLS COLONY COMPANY, AS PER MAP OR PLAT -THEREOF RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE S89'53'28"E, ALONG THE 'SOUTH BOUNDARY THEREOF A DISTANCE OF 112.84 FEET; THENCE N00023'09"E, ALONG A LINE 208.70 FEET WEST OF AND PARALLE,,'_ WITH THE EAST BOUNDARY OF SAID TRACT 108 A DISTANCE OF 208.70 FEET; THENCE S89'53'28"E, ALONG A LINE 208.70 FEET NOFF1'1 AND PARALLEL WITH THE SOUTH BOUNDARY OF SAID TRACT 108 A DISTANCE OF 223.70 FEET TO A POINT OF INTERSECTION WITH THE, WEST BOUNDARY OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 26 SOUTH, RANGE 21 EAST; THENCE NOO*23'09"E, ALONG SAID WEST BOUNDARY A DISTANCE OF 451.70 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 114 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE NOO*2255"E, ALONG THE WEST BOUNDARY OF THE NORTHWEST 1/4 OF THE SOUTHEAST V4 OF SAID SECTION 24. A DISTANCE OF 388.02 FEET; THENCE S89'40*43"E, ALONG THE NORTH BOUNDARY OF THE SOUTH 388.0 FEET OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24 AND ALONG THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE ONE, AS RECORDED IN PLAT BOOK 34, ON PAGES 87 THROUGH 90, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, AND ALONG THE SOUTH BOUNDARY OF THE EMERALD POINTE RV RESORT PHASE THREE, AS RECORDED IN PLAT BOOK 38, ON PAGES 7 THROUGH 11, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, A DISTANCE OF 1318.41 FEET; THENCE N00*27'57*E A DISTANCE 75.49 FEET; THENCE S89"44'14"E, ALONG THE NORTH BOUNDARY OF THE SOUTH 14/40th OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24, A DISTANCE OF 1318.37 FEET TO A POINT OF INTERSECTION WITH THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF THE SOUTHEAST 114 OF SAID SECTION 24; THENCE SOO'14'48-W, 463.84 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 24; THENCE S00016'15"W, 1325.34 FEET TO THE POINT OF BEGINNING, CONTAINS 150.0 ACRES, MORE OR LESS. i t - DESC�'RIPFON P.-ROVIDE-D BY: GENE COPPLAIND SiJPve'D­�11': SECTION: 24 & 25 TOWNSHIP: 26S At Lei X021 I i I I Is] Z- A I �Mq, IL � A'111 MARCHE 17, 2006 0`51`006 APRI1,41's z z Awv A q 51 PROJECT SITE rzl.ke "d 7V M worw P, IN m ,�k Oro �OVQDT, tfal, LIVITORIT'llk-Arliff-ir, L Ilk A K#1 ley- Horn wid Assocl'atesl, Inc. poll A 01 kyj I 11MC2 I A, 14 104 1 VAN M 8210111 mug [*It 1 - COVER SHEET - GENERAL CONDITIONS - SPECIFICATIONS 4 - EXISTING CONDITIONS PLAN 5 - MASTER SITE PLAN 6 44 1 ieRhEepl!+Al� eepffRel! PE!Apq 446 616114�#E AOiB bNE BA+A 81 !EE+ 42 WA+ER Pk:004 49 8*HI;F*R'I1 Ft*H 14-19 - PAVING, GRADING AND DRAINAGE PLAN 20-25 - LOT GRADING PLAN 26A-26C - WETLAND IMPACTS AND MITIGATION DETAILS (PHASE I & 2) 27-39 - PLAN AND PROFILE 40-41 - POND CROSS SECTIONS 42-43 - CHANCEY ROAD PLAN, PROFILES AND CROSS SECTIONS 44 - STORM WATER POLLUTION PREVENTION PLAN 45 - STORM WATER POLLUTION PREVENTION DETAILS "tptApj- 48 - GENERAL CONSTRUCTION DETAILS 49 eITY15F PER! 1YRI 111:ItS WA;FER OffAllt,9 5" - 814;�'ISIF F-EPI IYRI M:ES SANI+AR�4 9E+AI1!c6 - 54-50 61+Y 8F1IE!1!6 8E+AIb8 AP48 ?4E)+E8 1-7 REQUIRED PERMITS SUBMITTED GRANTED PERMIT NUMBER EXPIRATION E S.w.F.W.M.D. ENVIRONMENTAL RESOURCE PERMIT 01/19/2006 PASCO COUNTY 1*,0P �DWAY CONNECTION CITY OF ZEPHYRHILLS SITE PLAN APROVAL 02/22/2006 F.D.E.P. WATER AND WASTEWATER PERMIT U.S. ARMY CORPS OF ENGINNERS I 03/02/22005 SAi-2005-1076 (NW-MFN) 03118/2007 NATIONWIDE PERMIT PROPERTY OWNER / DEVELOPER METRO DEVELOPMENT GROUP 2502 NORTH ROCKY POINT TAMPA, FLORIDA 33607 TEL. (813) 288-8078 FAX. (813) 288-8178 CONTACT: JOHN McKEY KIMILEY-HOW-AND ASSOCIATES, INC. 5344 9TH STREET ZEPHYRHILLS, FLORIDA 33542 TEL: 813-788-0400 FAX: 813-782-4978 CONTACT: STUART M. ROGER S, P,E, A"AnAffOGO COPELAND AND SONS, INC. 3300 LAND O'LAKES BLVD. P. OBOX 1880 ,�'H. (813) 949-4595 (813) 848-1109 CONTACT: GENE COPELAND is plans have been prepared in accordance with the current, version of the "Manual of Uniform Minimum Standards for Design, Co6strUcliton and Maintenance for Streets and Highways, State of Florida" and are in compliance wit. -'I the standards therein except as noted on the plans. Any deviations noted on the plans substantially comply with the intent of the Standards." A V11" STUA0 M. 11) ROGERS Florida PE No. 42718 Date: ALL CONSTRUCTION DOCUMENTS MUST BEAR THE ENGINEER'S STAMP "APPROVED FOR CONSTRUCTION" (THIS STAMP IS RED) IN ORDER TO BE USED ON THE SITE. NO WORK MAY COMMENCE UNTIL THE, CONTRACTOR HAS SECURED SAID DOCUMENTS. ANY PLANS,',0r1CI`Y SAID STAMP ARE NOT APPROVED FOR CONSTRUCTION, STUART M. ROGERS, P E.' FL. P.E, NO. 42718 ENGINEER'S PROJECT NO.: 049 7100 1 ®I V E N O T. a i u. a i J r^, a 0 O GENERAL CONDITIONS (PRE -CONSTRUCTION) PRE -CONSTRUCTION CONFERENCE THE CONTRACTOR IS REQUIRED TO ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONSTRUCTION PLANS All Construction Documents MUST bear the Engineer's stamp "APPROVED FOR CONSTRUCTION" in order to be used on the site. NO WORK MAY COMMENCE until the Contractor has secured said documents. Any plans not bearing said stamp are NOT approved for construction! NOTICE OF COMMENCEMENT THE CONTRACTOR SHALL. NOTIFY THE OWNER, ENGINEER, COUNTY, WATER MANAGEMENT DISTRICT AND ANY PUBLIC AGENCIES INVOLVED ONE (1) WEEK PRIOR TO COMMENCING WORK. Failure to give this notice may result in the work Ding stopped until such notice is given. PERMITS AND LICENSES The Contractor shall be responsible for securing all permits and licenses from all agencies as to highway entry, curb cuts, sewer taps, etc., and shall pay all fees for same as applied to the execution of his work. GENERAL CONDITIONS (CONSTRUCTION) REVIEW AND INSPECTION Review by the Engineer of the work is for the purpose of assuring the Owner that the Construction Documents are properly executed. It Is not incumbent upon the Engineer to notify the Contractor to begin, to stop, to resume work, to give early notice of rejection of faulty materials, workmanship or to superintend to the extent of relieving the Contractor of responsibility. It is mutually agreed that the Engineer shall decide all questions, difficulties, and disputes relative to the interpretation of the Contract Documents or Construction. The Inspector shall have safe access to the work wherever it is in progress and the Contractor shall provide for such access and inspection. All work and materials furnished shall be subject to inspection by the Engineer and any part condemned by them shall be removed and replaced at the Contractor's expense. If the Contractor refuses to replace or delays for an unwarranted length of time in replacing such condemned work, the Owner may stop the Contractor, supply labor and materials to replace such condemned work. All expenses thereto shall be deducted from the amount due to the Contractor from the Owner. If any work should be covered up without the approval of the Engineer, the Contractor shall be responsible for exposing the work at the Contractor's expense. WORK STOPPAGE The work shall not be stopped by the Contractor without the consent of the Engineer and/or Owner unless the Engineer or Owner orders the worked stopped. A temporary suspension may be granted because of weather or other natural causes after the Contractor has notified the Engineer of said suspension in writing, setting forth the causes and the date of re -commencement. CONTINGENCY WORK Whenever the Engineer deems it necessary to make construction changes or construction additions in order to make the finished product more closely comply with the intended scope of the plans, whether shown on the plans or not, the Contractor shall enter into a contingency agreement with the Owner to cover the cost of said changes. The price for said contingency shall conform as nearly as possible to the unit prices for similar work in the original contract. Changes may need to be approved by CITY OF ZEPHYRHILLS. FINAL AUTHORITY THE FINAL AUTHORITY FOR APPROVAL OF THIS PROJECT AND PLANS WiLL BE CITY OF ZEPHYRHILLS. GENERAL CONDITIONS (CONSTRUCTION OF PROJECT) SUPERINTENDENCE The Contractor shall keep on his work during its progress a competent Superintendent. The Superintendent shall represent the Contractor in his absence. PROTECTION OF MONUMENTS The Contractor shall protect all survey permanent reference markers, bench marks, triangulation points, section corners, etc. If the work requires the relocation or movement of such a monument, the Contractor shall notify the Engineer of such requirement and the Engineer shall reference and reset such monuments at the Owner's expense. If the Contractor destroys any such points, the cost of replacement will be bom by the Contractor. This includes iron rods or others set as lot comers. CHANGES IN THE WORK The Engineers shall have the authority to make minor changes in the work not involving extra cost, but otherwise, NO CHANCE SHALL BE MADE EXCEPT BY WRITTEN ORDER FROM THE ENGINEER. Changes may need to be approved by CITY OF ZEPHYRHILLS. MAINTENANCE OF TRAFFIC Where the work is on or tying into a street or highway being utilized by traffic, the Contractor shall maintain traffic wherever possible by use of marked detours, stabilized roadbed, or other approved methods. The traffic maintenance plan shall conform to F.D.O.T. Roadway and Traffic Design Standards INDEX 600 (latest edition) and the Manual of Uniform Traffic Control Devices and its supplements (latest edition). REFERENCE TO OTHER SPECIFICATIONS Where reference is made to specifications such as American Society for Testing Materials, (ASTM), Florida Department of Transportation, (F.D.O.T.), American Association of State Highway Officials (AASHTO), the latest edition shall be used. LINES AND GRADES The Contractor shall furnish and set all line and grade stakes, at his own expense, according to the dimensions shown on the plans. MATERIALS Unless otherwise specified, all materials shall be new. Materials and workmanship shall be of good quality. The Contractor shall retain a reputable commercial laboratory who shall certify to the OWNER that all materials entering into the work are in accordance with these specifications. All testing reports are to be submitted to the Engineer for review. PROTECTION OF ADJOINING PROPERTIES The Contractor shall protect all properties outside the limits of construction and shall indemnify and hold harmless the Engineer against any claims or liabilities arising from damage to adjoining properties during construction. EXCAVATION All subsurface construction shall comply with the "OSHA TRENCH SAFETY ACT". The Contractor shall ensure that the method of trench protection and construction is in compliance with the Occupational Safety and Health Administration (OSHA) regulations. GENERAL CONDITIONS (DEFINITIONS) These General Conditions apply to all parts of the work. The Contractor shall be supplied with a copyy of these Conditions and no arrangement with the Subcontractors are to be such as to Conflict with the General Conditions. They shall also apply to any extra work or changes. DEFINITIONS CONSTRUCTION DOCUMENTS: The Construction Documents consist of the General Conditions, Detailed Specifications, Details and Drawings. CONTRACTOR: Those having prime responsibility for construction work. WORK: The term work of the contractor includes all labor, materials, equipment transportation or any other facilities necessary to complete the construction of this project. ENGINEERS: Refers to Kimley-Horn and Associates, Inc. as the Engineer appointed by the Owner to have responsible charge of the work as representatives of the Owners, and to their properly authorized agents. INSPECTOR: Refers to the representative of CITY OF ZEPHYRHILLS as the accepting agency authorized to review the progress of construction. DRAWINGS: The Drawings showing the work to be performed are referred to herein as plans or drawings. OWNER: That person or persons, group, corporation or other, who has ordered this work done and to whom the Contractor looks for payment. Laboratory: Any independent testing laboratory authorized to perform the required tests, EXCEPT any laboratory the Contractor has personal interest in. SUPERINTENDENT: That person authorized by the Contractor to supervise the work and to who must be well qualified and must have authority to order work. GENERAL CONDITIONS (EXAMINATION OF DOCUMENTS AND SITE) EXAMINATION OF CONSTRUCTION DOCUMENTS: The Contractor is responsible for making himself and his Superintendent thoroughly familiar with all construction documents, and all quality of materials required prior to submission of a proposal. Also, the Contractor is to obtain and become familiar with all permits and permit conditions, and to ensure that said conditions are adhered to in the performances of the work. EXAMINATION OF SITE The Contractor is responsible for making his own site evaluation as to character of soil, water tables, or other construction considerations. Such Information is frequently available through the Engineer, BUT, whether available or not, the Contractor is solely responsible for his own site investigation. Oversights resulting in extra expense are the Contractors responsibility. SUBSURFACE DATA AND EXISTING FEATURES The Contractor is responsible for the protection of ail existing utilities, whether shown on the plans or not. Damages to such features are the responsibility of the Contractor. ERRORS OR OMISSIONS If the Contractor finds any discrepancy between the drawings and the existing site conditions or any errors or omissions in drawings or in layout as given by points and instruction, it shall be his duty to immediately inform the Engineer. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, SHALL BE DONE AT THE CONTRACTOR'S RISK. Quantities on plans or bid forms do not relieve Contractor from estimating responsibility. It shall be the responsibility of the Contractor to do a construction estimate prior to submitting a bid to the owner. Any differences between quantities shown on tiro plans, bid forms and Contractors estimate will be promptly called to the attention of the Engineer prior to bidding the work. The Contractor shall be solely responsible for his own estimates of quantities. "OR EQUAL" CLAUSE Specific reference in the Construction Documents to any product material or type of construction by name, make or product number, shall be interpreted as a standard of quality and shall not be constructed as limiting competition. Substitutions must be approved by the Engineer IN WRITING! EXISTING WELLS Any existing wells in the path of construction shall be properly plugged and abandoned by a licensed Water Well Contractor in accordance with Chapter 40D-3 AND 17-20.10 (4, F.A.C.) unless otherwise shown. REPLACEMENT OF EXISTING FACILITIES The Contractor is responsible for repair of any utility lines damaged during construction of this project. The contractor is also responsible for repair of roadway wherever necessary as a result of this construction. GENERAL CONDITIONS TEST REPORTS Test reports must be performed by a reputable testing laboratory and certified by a Florida registered engineer. Such test shall be done as required by, and in conformance with all criteria of F.D.O.T. CONNECTION TO EXISTING FACILITIES Before installation of any drainage, water or sewer facilities, the Contractor is to verify the location and elevation of the existing facilities which must be connected to the proposed facilities. Any significant deviation from the information indicated in the plans shall be reported to the Engineer prior to proceeding with said installation. SHOP DRAWINGS: The Contractor is to provide shop drawings for all installation of underground facilities for the Engineers review prior to installation. 1. SWFWMD COMMENTS 02/17/06 03/14/06 FHG 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 ------ 03/17/06 1 FHG 3. DEP COMMENTS 04/20/06 - 04/20/06 - SP 4. _...----_.._...-'-' ............-'. "-............_............. ... ........ .... - ......... _ SWFWMD COMMENTS 04/20/06 04/25/06 FHG 1 Nth, LF ` NO- TE .................... 1 sl>NE;SP BY HIDDEN RIVE-R SUBDIVISION 1")R' AVVIN P" -P --" 8_ p C i T\,' ``mott - 7 _�. P ; tt Y E L.. ,. WATERISANITARYISTORM CLEARANCE REQUIREMENTS Vertical Clearance at Crossings: Gravity sewers* or force mains crossing under water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. The crossing shall be arranged so that the sewer joints and water joints will be equidistant from the point of crossing with no less than 10 feet between any two joints. Where the minimum 18 inch separation cannot be maintained, the sewer shall be placed in a sleeve of encased concrete for 20 feet centered on the point of crossing. Where there is no alternative to sewer pipes crossing over water mains, the pipes shall be centered at the crossing as indicated above, and the water main shall to placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. Adequate structural support shall be provided for the sewer to prevent damage to the water main. Horizontal Separation Between Parailei Lines: a) GRAVITY SEWERS* shall be installed at least 10 feet horizontally from any existing or proposed water main. The distance shall be measured edge to edge. In cases where it is not practical to maintain a 10-ft. separation, the water main shall be installed in a separate trench or on an undisturbed earthen shelf located on one side of the sewer and at an elevation so that the bottom of the water main is at least 18 inches above the top of the sewer, and the water and sewer joints shall be staggered. b) FORCE MAINS shall be installed at least 10-ft. horizontally from any existing or proposed water main. * INCLUDES SANITARY SEWERS AND STORM SEWERS. L�Ji'[ LT NI M No. Rt""VIiSIONS B Kimley-Horn .... -.. and Associates, Inc. 1344 'i • i...', <'I-_.HYi?rl_..- , �-LORIDA '.3`42 ..A. �;JI.Jti' !t;z b:� 6 u:% _.A, T� v 4 ftf 2 lam,J" !-` T 1 r GENERAL CONDITIONS K 2 OF 5. L 3 2 c ts. c QJ Q.' O L 5 CLEARING AND GRUBBING SCOPE: The work covered by this section shall include removal of trees, brush and other obstacles from the street right-of-way and from the site proper if so directed by the owner. METHOD: Unless otherwise directed by the owner, all trees, brush, roots, weeds, grass and other obstacles to construction shall be removed from the street right-of-way prior to grading operations. All undesirable soils such as slimes, muck or other unsuitable material shall be completely removed from the proposed street areas and disposed of off -site or as directed by the owner and/or engineer. DISPOSAL- Trees, roots, seeds, and other burnable material may be piled on the site and burned, but only with the Owner's consent, and in the area designated by the Owner. All other materials must be hauled away from site and disposed of at the Contractor's expense. Care should be taken to secure necessary burning permits, etc. Such permits are the sole responsibility of the Contactor and any instructions by the Owner and/or Engineer does not relieve the Contractor of the responsibility for containing the burning in a safe manner. Damages resulting from said burning to the overall site or neighboring lands or property are the Contractor's responsibility. DEPTH OF REMOVAL: All trees, roots, and other obstacles shall be removed to a depth of at least one (1) foot below the subgrade with the exception of slimes, muck or other unsuitable materials which shall be completely removed from road right-of-way. GROUNDWATER: Contractor may be required to dewater to construct improvements. The Contractor shall use waterproof base or underdrains, as required by the Final Authority, to protect the integrity of the construction when high-water tables are within eighteen (18) inches of the roadway base course. When any additional costs are anticipated, the Engineer shall be notified prior to proceeding to verify method(s) to be utilized, change order(s) submitted and approval by the Owner and Engineer. GRADING AND EXCAVATION SCOPE: The work covered by this section shall include all excavation and embankment. Specifically this includes the excavation and embankment required to rough grade the streets, finishing the backslopes from the street to the property line and lot grading, BUT may be extended to Include canals, ditches or lakes when directed by the plans. MATERIALS: The material used for fill shall be approved by the Engineer. Material obtained from on -site shall be used whenever possible. No material shall be hauled from the site without the approval of the Owner and/or Engineer. CONSTRUCTION METHODS GRADING TOLERANCE: Areas, to be graded shall be brought to within one -tenth (0.10) of a foot of elevation shown on the plans or as directed by the Engineer. Material for grading shall be placed in layers not to exceed eight (8) inches. Each layer shall be spread evenly and compacted to an average of 98 % of maximum density In accordance with AASHTO T99. The minimum density acceptable at any location will be 96%. STABILIZATION SCOPE: The work covered by this section consists of stabilizing beneath the entire paved roadway. The limits of stabilization shall be in accordance with the "Typical Roadway Section" shown on the plans. This work shall be done after all subsurface work has been completed. MATERIALS: The material used for stabilization shall consist of suitable roadway materials, such as he local sandy, clay, limerock screenings, in accordance with requirements set forth by the F.D.O.T. Standard Specifications. CONSTRUCTION METHODS: The stabilization material shall be uniformly mixed with the virgin ground to the depth and bearing value indicated in the Typical Roadway Section. Mixing shall be accomplished by use of rotar, t>;lers or other methods approved by the Engineer. Stabilization MAY NOT commence on any area that has not first been cleared and grubbed according to the previous section. The stabilized area shall be compacted throughout it's entire thickness, per "Typical Roadway Section". MAINTENANCE OF STABILIZED AREA: After the stabilization has been completed, the Contractor shall maintain roadway free from damage, ruts, etc., caused by hauling or erosion or other causes. The required Bearing Value MUST be maintained at all times in preparation for the base course. BASE Scope: The work covered by this section consists of the construction of a roadway base which is composed of limerock, shell, asphalt or soil cement as indicated on the "Typical Roadway Section" shown on the plans. The base shall be constructed on a prepared subgrade where applicable in accordance with these specifications and with the lines, grades and typical cross sections shown on the plans and details. MATERIAL& The materials used shall conform to the requirements set by the Florida Department of Transportation "Standard Specifications For Road and Bridge Construction" latest edition. EQUIPMENT: All equipment, necessary for the proper construction of this work shall be on the project in good mechanical condition. TRANSPORTATING BASE MATERIAL; The base material shall be transported to the point where it is to be used, over base previously placed. NO HAULING OVER THE SUBGRADE shall be allowed without the approval of the Engineer. SPREADING BASE MATERIAL; The base material shall be spread uniformly with approved equipment. Ali non -uniform material shall be removed and replaced. Roadway base with specified thickness in excess of 6" shall be constructed in two courses. COMPACTING BASE MATERIAL: After the spreading is completed, the entire surface shall be finished and shaped so as to produce the exact grade and cross section required by the plans after compaction. When applicable base material does not have the proper moisture content to ensure the required density, wetting to drying will be required. If moisture is added, it shall be uniformly mixed for the FULL DEPTH of the base course. During the final compacting operations on limerock or shell base, all areas must be finished to grade before density tests are performed. Diligence shall be used to avoid mixing the subgrade material into the base material. If this occurs, the Contractor shall remove and replace with clean materials at his expense. If cracks or checks appear in the base course, before or after priming, which, in the opinion of the Engineer, would impair the structural efficiency of the base course, the Contractor shall remove such cracks or checks by reworking and the cost of such removal shall be the Contractor's responsibility. 1. SWFV1tMD COMMENTS 02/17/06 1 03/14/06 FHG ..................__...-_...._.......- .............._..- . _.-_.--............:............_..._. 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03117/06 FHG 3. DEP COMMENTS 04/20/06 04/20/06 SP 4. SWFWMD COMMENTS 04120/06 ! 04/25/06 1 FHG N O. M MAINTAINING: Where applicable, the Contractor shall maintain the base to a true and satisfactory surface until the wearing surface is laid. The base shall include a prime coat which will be placed only after the moisture content of the base is less than ninety (90) percent of optimum. The base MUST be maintained at required densities as previously outlined. DETERMINATIONS: When the completed base course fails to meet the required minimum compacted thickness, the Contractor shall correct such areas by scarifying and adding material. The affected areas shall then be brought to the required state of compaction and required thickness. PRIME COAT: The base course (except asphalt base) shall be primed with RC-70 or RC-250 liquid asphalt not less than one -tenth (0.10) gallon per square yard. The prime coat shall then be covered with sand or screenings and MAINTAINED until the wearing surface is constructed. WATER -PROOF BASE COURSE: Shell base may be substituted for limerock base on an equivalent thickness if used as described in F.D.O.T. Specifications. When soil cement is used, the Contractor shall employ a licensed testing laboratory to design an in -place mix or a plant mix may be used providing the material will develop a compressive strength of 300 psi in 28 days. Soil cement base shall be allowed to cure in accordance with F.D.O.T. specifications. ASPHALTIC CONCRETE WEARING SURFACE SCOPE: The work covered by this section consists of the construction of an asphaltic concrete wearing surface composed of aggregate mineral filler (if necessary to produce the desired stability) and asphalt cement laid upon a prepared base in accordance with these specifications and in conformity with the lines, grades, thickness and typical cross section shown on the plans and details. COMPOSITION OF MIXTURE: The mixture shall be combined in such proportions as to produce the minimum required Marshall stability for the type mix specified in the plans as shown in Table 331-2 of the F.D.O.T. Standard Specifications. The mixture shall be equivalent to the F.D.O.T. specifications for the type asphaltic concrete specified in the plans or directed by Engineer. CLEANING AND PREPARING SURFACE: The surface shall be prepared as set forth In the section covering the road base and shall be cleaned of all loose and foreign materials. PLACING THE MIXTURE: The ingredients of the mix shall be heated and combined in such a manner as to produce a mixture which shall beat a temperature when discharged from the pugmill or surge bin within the range of 230 "F to 310°F with a tolerance of t 25°F. Finishing by hand shall not be permitted unless approved by the Engineer. However, in limited areas where the use of mechanical spreading and finishing equipment is impractical, the mixture may be spread and compacted by hand. Compaction effort shall be sufficient to produce an acceptable density and surface texture. The wearing surface shall be checked at frequent intervals by the Engineer. Deviations from the required thickness or from standard crown and section shall be corrected at the Contractor's expense. COMPACTING MIXTURE: Seal rolling with tandem steel rollers weighing from five (5) to twelve (12) tons shall follow as close behind the spreaders as possible without picking up, displacing, or blistering the material. Rolling with self -propelled -pneumatic -sired raiders shall follow as close behind the seal rolling as the mix will permit. The self -propelled -pneumatic -tired roller shall cover every area of the surface with at least five (5) passes. The seal rolling and the pneumatic tired rolling shall be done prior to the internal pavement temperature dropping below 175 OF and shall be continued until other roller marks or tire marks are eliminated. TESTING: Testing within the Right of Way shall be in accordance with City of Zephyrhills Engineering Services Department , Tasting Specifications for Construction of Roads, Storm Drainage and Utilities with copies of test reports to City Of Zephyrhills Inspection Division and the Engineer of record. In all places inaccessible to a roller, such as adjacent to curbs, headers, gutters, manholes, etc., the required compiction shall be secured with hand tamps. TRAVERSE JOINTS: The mixture shall be trimmed back to a sawed joint at the full thickness of the layer before laying fresh hot mixture against it. SURFACE REQUIREMENTS: The finish surface shall be such that it will not vary more than three -sixteenths (3,16) inch as determined by testing the surface with a 15' rolling straightedge. GRASSING AND SODDING CLEAN-UP: After the surface course has been completed, the area between the edge of pavement and the right-of-way line shall be thoroughly cleaned and raked of all rocks, debris or other undesirable materials, and made ready for grassing. This area shall be MAINTAINED in a cleaned condition at all times until the grassing operation commences. GRASSING: 1) Grassing and mulching of the right-of-ways shall be in accordance with F.D.O.T. specifications. After the area between the edge of pavement and street right-of-way has been cleaned as outlined above, the entire area shall be fertilized. The fertilizer shall be applied at a rate of 800 to 1,000 pounds per acre and to a depth of approximately three (3) inches and the soil dampened. Argentine Bahia grass seed shall be evenly spread at a rate of approximately one -hundred (100) pounds per acre. Grass seed shall be approved, permanent seed. After the seed is in place, loose hay mulch shall be applied evenly over the entire area, approximately two (2) inches thick. The area shall then be watered, and MAINTAINED until such time as the Contractor is released, or has completed the project. Where necessary, rolling will be employed to secure the grass seed. The Contractor is also responsible for grassing and mulching all areas other than street right-of-ways that are shown on the construction drawings, including all areas disturbed as part of the paving and drainage construction. SODDING: 1) Preparation of Ground: The areas which the sod is to be placed shall be scarified or loosened to a suitable depth. On areas where the soil is sufficiently loose, particularly on shoulders and fill slopes, the Engineer may at his discretion authorize the elimination of the ground preparation. 2) Fertilizing: The operations of fertilizing and of applying dolomitic limestone shall be the same requirements as for grassing. 3) Placing Sod: Whenever a suitable length of roadway has been graded and is ready for sodding the Contractor shall, when directed by the Engineer, proceed at once with the sodding of the avallable areas. Sod which has been cut for more than 72 hours shall not be used unless specifically authorized by the Engineer after inspection thereof. Any sod which is not planted within 24 hours after cutting shall be stacked In an approved manner and maintained properly moistened. Sodding shall not be performed when weather and soil conditions opinion, unsuitable for proper results. The sod shall be placed on the prepared surface with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools. Kimley-Horn == and Associates, Inc. 2006 KHMLEY—HORN AND ASSOCIATES, INC, PH -ONE FAX "813" 782-4978 a1t�:'Ji,K'v� E''— iO tv.Cv'Pr CA 000'0G6'90 Where sodding is used in drainage ditches or retention areas, the setting of each sal mat shall be staggered so that there are no continuous seams along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed six inches. In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to be produce a featheredge effect. On areas where the sod may slide due to height and slope, the Engineer may direct that the sod be pegged with pegs ddVeA through the sod blocks into firm earth at suitable intervals. Any pieces of sod which, after placing, show an appearance of extreme dryness shall be removed from the work. 4) Watering: The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer, for optimum results. The sod shall be kept in moist condition for the duration of the contract period and in no case less than two weeks. The moistened condition shall extend to at least the full depth of the rooting zone. Water shall not be applied. When there is danger of a freezing condition. CONCRETE -GENERAL 1) Classification of Concrete, General: a) The separate classification of concrete prepared under these specifications are designated herein as Classes I through IV, in accordance with the intended use and the proportions, strength and other requirements. 11) Location of Use of Each Class: a) Class I Concrete shall be used for cement concrete pavement, (both plain and reinforced) and for headwalls, inlets, curbs, gutters, valley gutters, slope pavement, ditch pavement, manholes, pipe endwalls, and other miscellaneous concrete items which are not structurally reinforced. b) Class If Concrete shall be used for bridge concrete and box culverts, except where Class III or Class IV is specifically required for such uses, as specified below. Class It shall also be used at other locations as may be specifically called for in the plans or in the special provisions. c) Class III Concrete is required for the following uses: (1) For prestressed members. (2) For concrete piles of all types. (3) For seal concrete in foundation areas where the concrete must be placed under water and the foundation cannot be dewatered before the concrete is placed. (4) For bridge concrete and other work where specifically required by the plans. d) Class IV Concrete shall be used for all concrete (except seal concrete) placed in a location which is in or over salt or brackish water, and elsewhere as may be specifically called for in the plans. ill) Required Strength of Concrete: Except as may be modified in the plans or special provisions the required minimum 28-day compressive strength for the various classes of concrete shall be as follows. Class i (*a) 2,500 psi Class 11 3,400 psi Class ill (*c) 5,000 psi Class ill (*b) 3,400 psi (*a) When used for cement concrete pavement, both plain and reinforced, Class I Concrete shall have a minimum strength of 3,000 psi. (*b) When used for prestressed members, Class IV Concrete shall have a minimum strength of 5,500 psi. (*c) No minimum strength is required when Class III Concrete is used as seal concrete. CONCRETE STRUCTURES The work specified in this Section consists of the construction of concrete structures and other concrete members with the exception of pavement and incidental concrete construction which are specified in other sections of the Specifications. This work shall be constructed in accordance with these specifications and in conformity with the lines, grades, dimensions and notes shown in the plans. General Requirem►onta for Placing Concrete: Concrete shall be deposited as nearly as possible to its final position. Large quantities shall NOT be deposited at one point and then run or worked along the forms. Special care shall be taken to fill each part of the forms and to work the concrete around the reinforcing bars without displacing the forms. The method and manner of placing concrete shall be of metal chutes or metal -lined chutes. Where steep slopes are required, the chutes shall be equipped with baffles or shall be in short lengths the slow the direction of movement. Where placing operations would involve dropping concrete freely more than five feet, it shall be deposited through pipes, troughs or chutes of sheet metal or other approved material. Troughs, chutes or pipes with a combined length of more than 30 feet shall be used only with the Engineer's authorization. All troughs, chutes and pipes shall be kept clean and free from gratings of hardened concrete by being thoroughly flushed with water after each use or more often if necessary. Surface Flnlshes: In addition to the general surface work specified for all exposed concrete surfaces. A specific surface finish may be required by the plans. QUALITY CONTROL TESTING: All construction shall be subject to quality control testing including quality of materials, thickness and compaction. Test reports prepared by a licensed testing laboratory and certified by a Professional Engineer shall be submitted to the Engineer, Final Authority, and Owner upon completion of each phase of the work. The Contractor shall not pave any area until subgrade and base course are certified to comply with the plans and specifications. AS-BUILTS: The location of all drainage systems, water distribution systems and sewer systems, shall be recorded on a set of CONSTRUCTION PLANS and shall be known as the AS -BUILT PLANS. Any construction deviation(s) as to line, grade, material and composition shall be noted on the plans by the Contractor and submitted to the Engineer. The contractor may be required to modify any deviation(s) to that shown on the plans unless prior approval is unless approved from the Engineer. FINAL AUTHORITY The final authority for quality of construction shall be an ordinance adopted by the accepting agency. Any item not addressed by the Final Authority shall be performed under the latest edition of the Florida Department of Transportation manual commonly known as "Detailed Specifications for Street and Bridge Construction" latest edition. SCAt S As D)ESIGNM; By ___._.... _............ _.......................... _-- HIDDEN RIVER SUBDIVISION DRAWN BY _.. Sp � CH EC Kam.D a _ V S'IR r-1T`! OF Z'`PILIYfRi...{iLLS _0R D,A _E_ 0 4,` L fu6, P;RCIECT NO. 0 4,9 f nr if0 STORM SEWER SYSTEM SCOPE: The work covered by this section shall include clearing, trenching, furnishing and installing pipe, structures, backfilling and any work necessary to construct a complete drainage system in accordance with these plans and specifications, and leave the site in an orderly condition. EXCAVATION: The Contractor shall perform all excavation to a depth shown on the plans. Excavated materials not required for backfill shall be placed where directed by the Owner. Unstable soil shall be removed and replaced with acceptable sand or crushed stone, thoroughly tamped. TRENCH EXCAVATION: The width of trenches shall be approximately six (6) inches wider than the pipe on each side, or of width needed for free working space. The trench shall be dry until pipe joints are secure. BRACING AND SHORING: The contractor, at his own expense, shall do all bracing and shoring necessary to protect all excavations as required for safety. MATERIALS: AS INDICATED ON THE PLANS, pipe shall be either corrugated metal or concrete, of approved design and manufacturer. Concrete pipe shall meet the requirements set forth in ASTM C-76. The pipe shall meet the design requirements shown in Table 3 for Standard Concrete Pipe as listed in the Concrete Pipe Handbook. All pipe shall meet the requirements of the Florida D.O.T. specifications. BEDDING: Pipe shall be bedded in accordance with the requirements of The Florida D.O.T. specifications. LAYING: All pipe shall be laid to line and grade as indicated on the plans, beginning at the downstream end. Concrete pipe shall be laid with the bell end upstream. Corrugated metal pipe shall be assembled in accordance with the manufacturer's instructions. All pipe shall be unloaded and handled with reasonable care. Pipe shall not be rolled or dragged over gravel or rock(s) and shall be prevented from striking rock(s) or other hard objects during placement in trench or on bedding. Corrugated metal pipe shall be placed on the bed starting downstream end with the inside circumferential laps pointing downstream and with the longitudinal laps at the side or quarter points. Bituminous coated pipe and paved invert pipe shall be installed in a similar manner as corrugated metal pipe with special care in handling to avoid damage to coatings. Paved invert pipe shall be installed with the invert pavement placed and centered on the bottom. The pipe sections shall be joined by coupling bands of like material. One-piece or two-piece bands may be used. Coupling bands of annular and helical corrugated metal pipe shall provide circumferential and longitudinal strength to preserve the culvert alignment, prevent separation of the pipe sections, and prevent infiltration of backfill material. Guage of all metal pipe shall be as per D.O.T. specifications, unless otherwise shown on the plans. Contractor shall famish certification from manufacturer that the gauge meets the requirements shown. BACKFILLING: Backfilling material in a trench up to the top of the pipe shall be compacted in layers not to exceed six (6) inches in thickness. Compaction may be by hand or pneumatic tampers, All backfill material shall be compacted to 100 % maximum density as determined by AASHTO T-99. Care shall be exercised to compact the backfill under the pipe and to insure that the backfill is in contact with the sides of the pipe. CLEAN-UP: Upon completion of the work, the Contractor shall dress up the work area. MAINTENANCE: The storm sewer MUST be maintained during construction. The Contractor is soley responsible for protection of pipelines against sand entering through openings, etc., by properly closing said openings. Whenever a pipe line becomes Infiltrated by sand or other debris, the Contractor will be responsible for cleaning the lines prior to completion of the project. CEMENT CONCRETE PAVEMENT Description: The work specified in this Section consists of the construction of portiand cement concrete pavement. The pavement shall be constructed in one course, on a prepared subgrade, in accordance with these specifications and in reasonably close conformity with the lines, grades, dimensions and notes shown in the plans. Construction may be done by either the fixed -form or the slip form method. When reinforced cement concrete pavement is called for, the concrete shall be reinforced with steel bars or steel fabric, in accordance with details shown in the plans. The requirements for aggregates, proportioning and mixing, and other provisions for the production of the concrete shall comply with the applicable provisions of the Florida D.O.T. specifications. Sulbgrade Preparation: 1) General: Construction of the subgrade shall be kept completed for a distance of at least 500 feet ahead of the paving operation. The finished subgrade shall be maintained in a smooth, compact condition any areas which are disturbed prior to placing of the coincnate shall be restored at the Contractor's expense. No concrete shall be placed on a frozen subgrade. The subgrade shall be moist at the time of concrete Is placed. Water shall be uniformly applied ahead of the paving operations, as directed by the Engineer. No vehicles will be allowed to travel on the prepared subgrade between the subgrade trimming machine and the paving operations unless specifically authorized. 11) Trimming: The subgrade shall be accurately trimmed to the required elevation. High areas shall be trimmed to proper elevation. Low areas may be filled with suitable material and compacted to the specified density, or filled with concrete Integrally with the placing of the pavement. When the paving is to be done by the slip -fora method the areas on which the tracks of the paver w111 operate shall be Included In the width to be trimmed. Material planed from the subgrade shall be removed before any concrete is placed. The use of the planer may be waived for small or Isolated areas or any areas where Its use would be impracticable. CURING: After the finishing operations have been completed and as soon as the concrete has hardened sufficiently that marring of the surface will not occur, the entire surface and (when the sllp-form method is used) the edges of the newly placed concrete shall be covered and cured in accordance with Florida D.O.T. specifications. SPECIFICATIONS Y s eel i�li� 1. RA!s`:C,s _,.. .. a g •s ryWNI a _ t( p , �: �. j3 JAY c2:IE7` SHEET M B!-1 ..DRIDA REGi TIRi,TJQN"-l1 V9..R. :I 1 d 3 0 5 L C Li 29 GENERAL NOTE: APPROXIMATE LOCATION OF THE MEAN ANNUAL FLOOD ELEVATION BASED ON INFORMATION OBTAINED FROM THE "FLOOD PLAIN INFORMATION ON THE H:LLSBOROUGH RIVER WATERSHED. HILLSBOROUGH RIVER AND NEW RIVER" PREPARED BYTHE STAFF OF THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT HILLSBOROUGH RIVER BASIN BOARD, BROOKSVILLE, FLORIDA. NOVEMBER, 1979 1. SWFWMD COMMENTS 02/17/06 03/14106 FHG 2. CITY OF ZEPHYRSITE PLAN REVIEW COMMENTS 03115/06 03/17/06 FHG & ..HILLS ............ DEP COMMENTS 04/20/06 04/20/06 . . ........ - --- - - ------ SP 4. .... ... . ................. ............... . .... . .... . .... . ... . ............. 1 SWFWMD COMMENTS 04/20/06 04/25/06 FHG 5. 1 SWFWMD COMMENTS 05/08/06 05/08/06 FHG "'ALE ......... ....... j -NED ey MATCH LINE "All PLAT BOOK 38 PA&E:S 7-11 THE EMERALD POINTS ? RV RESORT PHASE ONE -S99'444' t PLAT BOOK 34 PAGES 87-90 "i 37' "I( ...... 77-7 TY �aV m �4 Z� i 4 X) A K I PCE 55�. PCAYAt. o' 'v ...... 'nj 4­ A- -z IV X? 3 _j 4% co �z % Vp _777_ K 41 NS, A\ 7 1A Af C ----------- --H VX if APPROXIMATE MEAN ANNUAL C) FLOOD ' ELEVATION C) PROJECT BOUNDARY LINE NO ..... A N u 4 4)4, Ko v 7 -rA L �S, tri".53,,S CCjlI_C;l"Y FARMS.Az PLAT 94C>(:��K 2 PA &E 24 'A D : j !� I ATE 2 5 0 N EXISTING CONDITIONS PLAN 10144-9 7,15 7,r,r�,-� U 1-J"­ ca CD 0 6 CL 0 200 400 . ... .... - ------------------ SCALE AS SHOWN 4 U Z! R ".1 N 44EEP.- UNRIF V-111. R(.XTF;``; A R?__,G2S_t-_<ATl)N NUMBER: No. .S E V S 1 C7, N:- D. E Kimley-Horn . .... and Associates, Inc. 2006 Kl.-MLEY—HORN AND ASSOC,::ATFS, iM_-, 5344 9'H S­TP­ET_ L -EPHYPHILL-5, FLOPIDA .3-5542 .t PHONIE (813) 788-0400 FAX 1813) 782-4978 W'v',"OV. KiklL E v z D P Av�,'N BY _`-k B y SP Nv f w :11 11111 as j SHEET NUMBER 4 4- E 13 M 7 z L: t tJ n t:1 2d [V WETLAND "L" G TEMPORARY CUL-DE-SAC DETAIL •G SCALE: 1" = 30' :. 'a- ROAD 1� Mamie LEGEND: . . � N • '88 e♦ +" _ � i � I WETLAND BUFFER 1 -- WET LANDISURFACE s ' WATER IMPACT 10, G r.. c I+ a # ' .�► u � IRI11IIfI1tIItltllllI[Iw PROJECT PHASE BOUNDARY G E , Pt)Nt 5.. <. ((( ` JURISDICTIONAL. WETLAND MITIGATION AREAS WETLANDS JURISDICTIONAL BOUNDARY LINE C.:; t f 8/�Rs9s81lfR��81i4r41• WETLAND, WETLAND 0.3 CL Q MITIGATION, POND, AND SEDIMENT SUMP MAINTENANCE ACCESS H A Z05h E I 3: Q I � POND-16 .... , EXISTIIV R TENTfi N C RELOCATEED EXISTING G 0 RETENTION POND (DONE BY OTHERS] I POND , (TO BI5•REL6CATED BY OTHERS) Project Wetlands and Surface Waters Summary .G PERMANENT TEMPORARY CITY OF IMPACTS IMPACTS TYPE ZEPHYRNILL3 CONSERV. i SWE(mC,) SIZE SIZE ' #D (FLUCFCS-CODE) CLASS. ON WE (aarss) TYPE ieasst TYPE di _i Phase a: Wediasd G 615 - River and Lake Swamp i I 2.63 r. 6nttomiard `Hamwood ,O Waled E _..._..__....._......_..... 643 • wet P-a." ..... _..................... M __ _...._._.._..._........_..... _. _. ____ 0.112 0.12' FA# - - r Weland F 543 - VW R»title 1 0.42 Wet# and G 643 - Ylet P!8itk 1r# 0.30 0 30' Fai . Weiland #i 60 -WM Paitle I 0.98 ................ AlWand # .................. ..... ......................... ........... 643 - Wet P asrte ........ . - t i 1.72 - - - - _ c VVstandJ ..... ..- ..__.........._.._ 641- Frestwmler !Laarsh I 035 - - - .- r�. Wabnd K 641 - Freahw fer Match _.....__...._ 111 ._....._. 0 18 0.16' Fii - - tr; .. __. ._ _. .. ... ..... .. ........... ..... ... . ... .... . .. .. ..... ............... ......_... ... ..._-.. ... .. - ._ C WetimC> 641- Frekrrater Marsh IR 0,56 0.56 FM ` TOTA> r.46T 1.ta F g Phase It .0 .r., 641- Freshwater Ma mh i 13.34 0.19 Fe - - Wettand A 643 - VJet Prairie j I 3_V M 821 - Cypress t 2.85 -- # - G- 6-_ `510-Oftti.{upland-C(A) t NA 0.43 ! 0,004' 1 Shed* - - _.._._ _ - - VV*Sa,d C 615 - Rivc4-" Lake Swamp f I t 1.Or 6oaomtaed HardvmCd Yiedarad a ....... 643 - vM Ora to IFI 0.06 0.' WeNand E 643 - Wet Plaift M 0.23 023' I Fat - •- C TOTAL 2129 0 484 r. FLUCFC$ - hilts FM MOO kaxl Use, Cover arW Pam Cdan0lodonfyatan (#4,UCM) - Lever 10 tr . 'Isdatsd w0vidIse; dam%§acm in sim loemid erWrOym apokwit's Marty<mM mn ndt reTAud i.. �=atmtscut Est, = r�as��: "sr,sPtitsa 4i v 0 Project Wetland Mitigation Summary VE12ETAIIVE COVER TYPE TYPE 01, SRE faa) 10 ('FLUCFCS"CODE) MIT#GAT#C1k ON SITE W phase Q1 M^1 643-:'Ve0'rairia Creston I 0.6A C1 G 11-2 643-We.. Prairie Craadan 0,68 ...__....-........... ... - TOTA: Creator, 1.26 C Q) E ' F WCFCS a 1888 FOOT fteride LAW Use, Cover and Fames Chssftadon 8ysbtne 11FLUCF001- lever a M.'aRss7fi788e KsMs OsteMpmwft-tddden RfleMsmeatbe8i81NFt+10tFH_I flea"h.Xa88815WethnaT�lerarplms,&r: Wetland Buster Calculations W-etiand fA Buffer area 141 1R8.27 sf I.:en(?th c>f Buffer i 394.44 ft atierage Width of Buffer 32.13 ft \finimumWidth ofBuf icr 15 ft Wetland (' Buffer Area 126.176.91 sf Length of Buffer 3,054.00 ft ,Ave -Page Width ofBuffer er 41.32 fl Minimum Width of Buffer 15 ft 1Vetland F Buff 'lrea 64 691,00 sf Length of Buffer 1,535.92 ft Average 'A'tdth of Buffer 42.12 ft Minimum Width of Buffer 20 ft Wetland H Huffer Area. S5.716,21 sf Length of Buffer 11,420.01 11 Average Width of Buffer 39.23 It Minimum Width of Buffer 15 ft 'Wittland I Buffer Area 66,716 sf L.aneth of Buffer 1,644,94 ft Awra e tt'tdth of Buffer 40,56 ft ftnimum Width of Buff °r 1511 Wetland 3 Buffer Area 9,473.82 sf Length of Buffer 442.20 ft. Average Width (if Buffer 2L42 ft Minimum Width of Buffer 511. Mitigation Area Al-1 But:ftx Area 13,9%05 sf Length of Buffer 371.52 ft , verage Width of Buffer 37.55 ft Minimum Width of Butter 24 ft MIttgation to real 'fit-2 BuiTa Area 11.600.47 sf Length of Buffer 630.09 ft Average Width of Buff` r I8,41 ft Minimum Width of Buffer 13 ft MATCH LINE "All 22 21 20 18 16 17 16 15 14 13 0 200 400 SCALE AS SHOWN SEE DETAIL FOR TEMPORARY CUL-DE-SAC (THIS SHEET) lei CLASS I ;X i M r ire 179,� �' F FLOOD, EL ATION t •�*" � � �`E� jjjjEi � � ... ° .. "I�'Ci1,t�I�i�i.1�.�.1I�1I1, , �s'`f jF+ � ^'.�� # f f f ' 4 I .. x ` .. `.. >. ` . .. x - .. ° n a. ` x ° .. `>. < n ° a a r. ` >. a o < ° „ a �' M rI`•-.__.._.,._...,_,,....._.-._..-,...,..,,,_,,._•^"-� ^; `< Ph A--r QI,�40K ?r P^,&E 24. < / 01/ 4T5 ; j j ' ` 1 � rr' r ` t f, = 1 t j a� AREA PARK 7.60 AC. RDWALK MEANDERING WALK PATH WETLAND "C" I 0.18 AC, ' SHW = 62.17"....."' CLASS I t "t s j EF4 +GENERA. NOTES SEC. 24 & 25 TWP. 26 S. RNG. 21 E. CITY OF ZEPHYRHILLS PASCO COUNTY 1, FOLIO NO,: 24-26-21-0000-00300-0000 25-26-21-0010.001 j 2. PROPOSED USE: SUBDIVISION WITH SINGLE-FAMILY RESIDENTIAL 3. PROJECT AREA: 152.69 AC. ON -SITE + OFF -SITE PHASE I: 75.77 AC. PHASE II: 59AI AC. 4. PROJECT IS TWO PHASES 5. FLOOD ZONE: PROJECT IN FLOOD -ZONES "AE" and "X" PER FEMA FLOOD INSURANCE RATIE MAP NO 120230 0460 D, SEPTEMBER 30,1992. 6. SOIL TYPES: PER SOIL SURVEY OF PASCO COUNTY, FLORIDA JUNE, 1982, SHEET NO.48, SOILS ON SITE ARE. 16 - ZEPHYR MUCK 60 - PALMETTO -ZEPHYR -SELLERS COMPLEX 02 - POMONA FINE SAND 18 - ELECTRA VARIENT FINE SAND 10 - VERO FINE SAND 35 - EAU GALLIE FINE SAND 39 - CHOBEE SOILS, 71 - ANCLOTE-TAVAR€S ASSOCIATION, FREQUENTLY FLOODED FLOODED 7. VERTICAL DATUM NGVD 1929 8. MINIMUM FINISH FLOOR ELEVATION IS NOTED ON PAVING, GRADING AND DRAINAGE PLANS 9. UTILITY SERVICE PROVIDERS: - WATER SUPPLY BY CITY OF ZEPHYRHILLS - SEWAGE DISPOSAL BY CITY OF ZEPHYRHILLS - ELECTRICAL SERVICE PROVIDED BY PROGRESS ENERGY - PHONE SERVICE BY VERIZON j CABLE SERVICE BY BIGHTHOUSE 10. FIRE PROTECTION TO BE PROVIDED BY ZEPHYRHILLS FIRE RESCUE, VIA HYDRANT 11. ZONING: R-3 SETBACKS: MISC: FRONT YARD - 2V MIN. LOT AREA - 6,000 S,F, SIDE YARDS - 10' MIN. LOT WIDTH - 60` REAR YARD - 10' MAX. BLDG. HEIGHT - 30' (2-STORY) 12. LAND USE: RS 13. WETLANDS ON PROJECT SITE 14. EXISTING VEGETATION IS PASTURE GRASS AND TREES 15. NO ALTERATIONS TO EXISTING DRAINAGE PATTERNS 16. THIS IS NOT A SURVEY. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS, CORRECTNESS, OR ACCURACY OF THE SURVEY INFORMATION SHOWN HEREON. SURVEY PROVIDED BY COPELAND AND SONS SURVEYING, INC. 17. NUMBER OF LOTS 323 TOTAL. PHASE I: 215 PttAS€ lI: 108 18, MEAN ANNUAL FLOOD ELEVATION OF HILLSBOROUGH RIVER ESTIMATED USING 11/1979 SWFWMD. "FLOODPLAIN INFORMATION ON THE HILLSBOROUGH RIVER WATERSHED, HILLSBOROUGH RIVER AND NEW RIVER" % STREET LIGHTS SHALL BE MAINTAINED BY PROGRESS ENERGY. THERE SHALL BE A STREET LIGHTING TAX DISTRICT FOR PAYMENT OF MAINTENANCE, CITY OF ZEPHYRHILLS SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF STREET LIGHTING. 20. TREE REMOVAL PERMITS REQUIRED PRIOR TO ANY TREE REMOVAL. 21, SEVEN GALLON WAX MYRTES SHALL BE PLANTED ALONG THE EASTERN SIDE OF HIDDEN RIVER BOULEVARD ENTRANCE ROAD TO SERVE AS A BUFFER. 22. AN OPAQUE FENCE SHALL BE INSTALLED ALONG THE NORTHERN BOUNDARY BETWEEN THE SITE AND THE EMERALD POINT SUBDIVISION AND SHALL CONNECT TO THE EXISTING COUNTY FENCE AT THE EASTERN CORNER OF THE SITE. 23. DESIGN SHALL MEET OR EXCEED ALL APPLICABLE CITY OF ZEPHYRHILLS DEISNG MINIMUM STANDARDS. 1. ; S t uE 1,Iv E�iCI IFl i SWFWMD COMMENTS 02117106 03114106 FHG �'-a E _ t .. - B . IR 2. - CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03115/ 03I17J06 FHGKirnle-HornAS TIJ A,'IR ERS 3. DEP COMMENTS O4120106 04/20/06 SP I,E �� �• » i'`�' J /' T:., _.__.._...._.... _.. _-- -- --- _ __._._-----__.......... � ar�� ssoca�esr � �� �'`� �1 \� �} Q �/ � �"'� MASTER SITE PLAN � n:� uRI�� REGJ1 T� G-N id,�tAKR. 4. SWFWMD COMMENTS O4120/06 04/25/06 FHG �:� __ _ H D D E N 1\ I V E 1 \. U U D V �►.�7 V N _............_......._._._._ -. -- • �i L006 KitVLE`�-~UK�, D ^SSODATES, IN'-. DRA'"AiN BY P r fv, �V........._ �.. ._ _ . sp PHASE I .._......_......_ _....._..__. :i'1 4 E Y : .-, 3t;' :..: �..:...I" : ' : , 1z! 788-t f FA 13) 82---G: 7f2 -- r1 � 1t r' � � t- _... _ _.._.._. _._._..._.. ---._..._._..... _..__.........._..__. _ _�CHECKED G 1 ,� _......._.................._-- _ . __..........__._.._..._..._ _. ' SI 1 i di' t di KI .ft . _%f-I":lJi,T .. r L..rA ;�`:..'1i NICI- �I '�d ,�T> �� r I' 4}RA;t!�'''��+1 iTY 0� ?_�=iYRH�L :� Fi...{�M;C`h j/ E U. <T, C eN., 06 C) a 3 v Z 2 n t -- x In = D u } c.> -1 u Q:. 0 C c �i 6 0 M. C r, tD c -`" 01� Y ,w E s3 6 L Z QQi N 0 � (_'•: 1`.{ E ' 1 r j : I; (r: r " I r ;% `" ( !Qk 2 TA 2E I ' Op r ! '/ INVER' . `, IjiVER' .r / 1� ' ' e �1'� ~ ~` / -- ---- S1.QPE .0 n- fa _-,--'" CI ---73- f /r/ \. `\ 15 A-2(�0 /, STA 11+88.3316 R ti \ �\ \,A -3 I• -__ T5" '' '`\ .--f EQf? 72A8 ._ __ __ , t ; \ -1/ % `<! - 1 i n „__ .,... __... .._..,.. 1._.....,., , .. , .!L II I I �_ I i 10t DRAM a I I I! f I I \. CI- - ° ! `� ; i I I 4() I I I _.I �- I I ' I I ! .�# 1 , ' � . .... ).. E : 1+ -A 11+ 6 L\ .-r a • • ♦-�--is ��-- 's \\ ! x € __ w i ,/ EOP 72. x, I, _ ` / , ./ \. _� \ �.__' ...: I� 1 : I ' I -1 1 r�� INVERT I B .70 r - �/ ACE __ , ,.. i ._.. "--"., > � ......_ _._ - "'- -'-- a - INVERT Lf1 87.2$ I ' ? \ 4) [ 0 - / -7_. -- ': I ; I -I-- 1 _ . "I I I ~I Z I : € C7� . I I f \ f __ Ct-B3 _ t , r : I ......._.._..._..- l _ I , . I 1 -. \it a •. - STA 20+9s.87 1 s L �I 82A �.__f __ I I I I I ;` E` I I 1 I I' I .� I .: }' - w w - EOP-71,11 r r r k a '��} -._._ € !` 9 o \ I I �_ i .+ ,: INVERT T T 1 41 L _ 11 Q --1_ .-- I I 1 1 , �1 .,._.a us I I I i I \, _ I OiJ 68 01 g q g \ ,..� _ 1 s -" iNVERf+ �b .37 ,. I ,:.i EE e Q hL i - _ _._ _ 1 I . I 1 - .�. . -!' . _. ... 11W ii` ", ". s. l �. A r . w w�,..` . ...: A...,- r . . \ . ...-.,..,a... - ., �... , t+:.t1..37J-,;..,i•,.. 1 ! { � 1 I I I,,, IY1�t ` } ii \ 1 ....,..- ..-e,.,.H' ^;"• •+''"�.;::'; is • i Y r r . .,,,,1 .. \�\. ALE O I S SHEET - - STA 1 .27 1 L �,. 1 ; SW ! + �g \, _. W J ,- 34 LF - `, \ "\ _ - . € _ _ _ ._... _- ._._ - ,.._ _ _ _- - __1NVEE IN 67.01 j j __ _ '� ,� ,AIL � � L L `�1 "I s-- -,r"'" a • r O _i r • • • r • a r r r r r a r '�`„ ! - 0 , ' 18"A 2000 POND 2 ..--...._._ _..._ _..... \ _._: - _ - _ _ I'�I, �. �,; f j _ --' '-' ' to N a 2 /� YG LF "� . . a w r r • r r r r ♦ • • # -., • ► a r '��? _'' •1.,, O! J Y "�"�R3�.t \ I . I t `"'"�- ---• `T'OP EL - 7"� .5Q - 0:32 �tC, _ - - I h �.__..._ \ I �� I . 24" ECRP _ _ - I 0 - INWEL 6�00 f Y • • • • r a r a w a a • BOT EL -=.69.80 -.0.23 AG • d' :,.,� a ,...•....::�,: :.�, .":... _ %f ! \ , 1. "c I z € I f DHYY 25 = 7�.4$ , r •�; , `- -5 \� . 1 I / a . . . . . . . . a . . . . . A w w r r . • w . . w . r . w ^- a, ` . . . / _- t -- - _ r- ..... ' ` :•.' _� - --- i; GI • w a a • r r r w . . r r • • r r r r - • r - r a i Y a . • a ? CS-2 r . a ��-" •.,,� A (�.,...".. I �'\, ��'`•.,_ %-� \ \\ •. -- � ``'„'„`.,` � } L" "'''�^ E.SEESHE 48 - ,,,.,.- I Y. 1NEZLAND FE)R DETAILS r r --_ ,,, '`>•., y ! -_ `� `\� -----` ~�'- -�` K r r a . . . . w • • r . . . . . . . . . . • . r € r r r . . . . - . • " .0 IMPACT AREA - -�/ - - •. ` \\ \, ; ..- 1 \ {C"v • . • a a . a 1 Y: � i.r r • A • a r r # r r r w # i i • Y a • r a A a • r a r a ♦ w . . r # a a r a •' •I. • 11 \• -,,.✓' N •""- �- t? .. i. t \\ \\ �/ / ? CY • r . a • A _ a - f i • . ♦ . . ♦ • A - a w a ♦ A ♦ a . r . w s • . • r r r r • . • • ♦ a a 1..• . ..:.._, , , \ I... -'• - A t`. . • / ti , io ti • a • r . • r i . . a r • r • • r # r Y # r r r r a r • • a a . _ a . a . w • • - - r i r A w • /11-r I r r ♦ a t♦ a .6 a.... ♦ ? ':. POND 1 _ .\ n i CS-1 t? t O • • Y . . . • a . w _ . w a . r . . w • w A . - r • . • a . ♦ . . _ a A . . . . . . TOR EL-= 71.00 - 0.63 f C - `-- } a . a . i • r - SE�HErr !8 - . `M„•� \ ! ` Li j, it _, t FOR TAILS ,I A # A r • w a r r r w r a r r a ♦ # a a • ♦ w a r . 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A r A a a ;%• a • a r a a 1 a a • • • . itj 1 1 '' fi{ S T" r i E II { -1 a r r r i # Y r a a • • w a r r r a a r . a r ♦ . a r i r f w . • • w r A w . a a r w r • r • w • - • a . . w • ♦ r a r r . w A a 1 a I t{€ t t j J t W SWFWMD/ZEPHYRHILLS/ALOE f J. 1` t { 1 r 1 W . a - - - - - . . . . - WETLAND "A�" . . . . ♦ - 'VIIETLAND JUR1SDiCTIt}NAL . 1{. a . I f ! ( ` 19.49 AC. ' / I Z w r f w r ♦ r a r w Y i • . r • .• - SHW = fi7.25 Y a ♦ r _ • - r . a w a •LIMITS a • . a i A a a a` a r .. w w D . . . . . • . r a . • w . a . . . r . . r . . w A • . . . C W 1S I a, r r . • • - • r . r r r • • a r a w w a r r a r r r . w r a �r r r r �+C� l r wyt f / 1 �1 ,U a-. i r,.: I i / 3 �j a • • • . . - w r - i r r r ♦ • r w - a a r r Y w r a . r a w w r w w w i a a a . w Y r a a i i r • ♦ w • • a - • . a rr a ,rr r' •,.- r / : j �tv \ � i l 4 • a • • r . r r • • r . _ • r r • r • • r r w a w w • . • • r r r r r r • a a a . . r r r r w . • r a a r w • r • - r • r • r 111 r I..r .-- �, / ?? ff 1`�---, / i ?i I :..... l 12 a. a r • • • • • a • r f w . a r . • a ♦ w - r _ a # r i i . w • ► ♦ A Y w f f . r • • r w a • r r • - • • w • w w a�"r; a a r F J _ . r f . . PHASE I _. y � _ 11 x= . . . . . - - . - .. I f- ,-- J t I a . . . w w . . . . • r . _ l �/ - - :. i !: / • a ♦ a ♦ w a r i a . • r • a ♦ ♦ # a w # • A a • w a r a • r • w • a r • r • ♦ A • • • • • a r a r • a a a a r y ,,: "-,.--� '1111111-�.. i 1{ [*r�i � r 1. 75- tt z rww.-•rarr.rr.-A •♦♦rrrrr• .. -I.�'y4:,, .. - j 9 dG+ -'� r ,, .,. �: A • a a a r a f i • a r r a a a ♦ a a Y . . A - . ♦ a w . a . A w a . . • ■ . . ♦ . a r a w A A w _.:.�r' C. n -1[!J C•,' i • • a w . r . r • _ r . . . . • ♦ • . w • • • . r r r . r a • ♦ • 4 r r r w r r . w a a _ • • € y`� " F ; rn ,� --` / C - i • a i r . a Y • a r A r # - • r . w r r - # a • • • • r - r . a a a A A - • • • a • i r • . - 1 ' -" ' ---1 f' I / f l - I �� r w a . • a . . . w r w • . • . r a • Y . . ♦ • r • • i A w r • r . • _ _ r r a r A A w • . I f 1-- ' L IJ/ I j /, JI / / S /// // j Y • r A • • w • a ♦ • a r . • • r . . A . w a • a r A r a • • • • r r . . . • ♦ ♦ a ♦ i w w A a j ?! ,f f /' --- J I- / ---� PROPER f � PROPERTY Li,1�E a a a a . r . . . . w . . a a a . a r r Y . r .:.Y._,: a . w `.A • . . . • • w r . . a . a . . r . • a f i /` �%� " l �- ; r / a r /1�--- f, _u Y a a . r w a a w A a r . a r w a • a A A ♦ . • r a a . f - ,r a "• a. a A A . . . • a r a a a r ►..„, % l �/ ,/ / rl r • . . A w . . . . r . . . . . . r . a a . . : *j "' , 4 w '' A . . * . a r r w ♦ , :a -- �` l`r / 'r ,;�,' -- - 1 } s .,� t I f ,,r --' i ► r a w w • • - a a r . a a • . • a A a • A . w /J € r r r ♦�, ,,?.+ 4 A r ~ \ , I f' /` /� ,� -- -" _ ,,,. 11 Cl-i SNY B G_.-. .-._ ^ �� f -- .„ -, (' / BOARD LK -__ } l V r a . r r . . a • a . . - i . a . ♦ a • - - , F 1 - - ! ; 1 i � I 0.43 At. MEANDERING WFWIVlD/�EP#YRtIIL�S/1�tCOEi� '2 0 r I 1 1 € SHW=7,2 y WETLAND JURISDICTIONAL w w' e; _ "_ \ A �, WALK �,0. ({J (� _, ! PATH a ��'\az, • . - r . - A L'IiYEI�V a r w w • w r a a ?♦ i,- i "''r �; i / `€ ..: i 4 __ �" �`, r rplf ,y Ii./ f T�.,::I:- - (.�11 1, f �`,` :. r k� € 1./r `\\ } +I t,I . i Y r r a . a • . . . . . r . - - w ♦ 1 ♦` I _ \ y \ 4 i j 1) Ir . . r r • • r r - r w f # r w • r a a w rf I i t \ \. ,\ I (w f \ 1 \\ ,_ { \ f \ / \ y i 1. i1x *� \ 1 \\ • r r w • r r r r a • r r • . • ► r. w / \ ! \ \ i ` %\ \ 1 €. { 1 1 r \%/ \ ;. 17w m \\ r`., l 1:1i ' /\ / 1 \ \''' i1 \ \ :°. r x , •_ �`\. ,��`\�`:` '4a�' a , r A r r r f w r a a a a a a • J/r - ! Y. \ ✓ ! \ ' ,/ \ \ i E,_ r� _ 'y \ .•r, / 1. i! \, U �, ! \ \.,. \�, ,.,. : `\ ; :. j : \ { : '4' \ /;•:/ " .,,: \. r/ /, , \`.\ s .. l / \\ i y .. .`'`-,1 w �. C ,_ 11.. 1 w\ „W '',\ p 1 \ / \ __,_ - t - Y:.� ` ss .p ,.,,,. / s , \ , r .. -� 1..,-T i:!\,, 1. wt.. \. ,... •... \ - € # `` Vr # . . r a r • • - a . w w : • i ! ; I\.11 i I ` \`gyp t� / i ' s v,�_ �... ` \ / r °; . 1111 1 \ ` CS-3 �' h / \.\ 1,.1 \ \ _ ......_.............. f .1 �. _ �\ \�. p. _. 11. 1 \ \ \ 1\ \. a - w - r ! 1' . �. ,\ / : ,✓ ,fir ., _ \ ' , �.,, SEE SHEEN 48 1 j �. . - ' Z• \ \ \ .F !I P. �iP�� \ Ft7R DETAILS / r 1 , : , \; ' / \ +\ r ` /\ , \ \ - - - _ __ - _ v, !1 { I11 1 w W w w \� •.a \ °':. ` / !� j I ` ::,' rJ i - __..._...._ ` s •..,1 ., ... " , , ..:� z etm 1. I1 ! (i'.,. W �w W ,r w 1 , a ♦ • - a . . r a r r • ! f/� ,.. .. ✓ \ : \ : . �,, \:.. \ \, • ,' 1 i t 's..♦ i !/ ' ! % c 1 �\ \ 1 J. I// ` i I .�If t I ;/ \ \ 11 �: t 1. W \ jjj -, / ' 1 `c 11 ytyy, GLW 6 f� .25 -. AC. \ -- (li . . . . . . . ffj ! } r \ � ,,./ % r u ` 1 , \' ` \ 1 1 t j .\ ` 1 ' 1 tl .G !?i`;\ i! ' \,,, ''a" "T ,"y� ! �' E/'; h, ✓ 1 \ \ / / \ • \ f # t F , a 1 ! i I <- w ,.. 1p� T 1!1111f�'. .^c ( -- r !/ : ,, �y\ \ '� / "/ }i I r i t r' I D i� r ( ( l a 1. \ 1 A, \ , / 1 / / j m ..14t1. I W W' W w :l� ' w w \ \ .,...E I. .. .,! I ✓ .•,''' 1- .. \t / \ ',. 1 f f \ �```•\�',�., i €�' \ ! \ \' r,}1 I1E \ _ \ \ �. :11,1E1• I W W ,W w W w \♦ W \ ; ...,:./A € - - 1'` ? �' f J - , \ V `.} ,.:.._ f / �, ;i' i f i 1:. ::I - i �� \ \ 1>\ / \ f 1 N - -- I 0 60 120 ---- j SCALE AS SHOWN KEY MAP N.T.S. IV R DRAIN. ESMT LENS 9 THRLI 12 � 18 WETLAND "A" I . S ALE LOT 11 j i I I _. ( � ,-• i TLA •...,,,,�,,.,,,.... CROSS-SECTION FOR SWALE ON LOT 11 N.T.S. LEGEND: WETLAND BUFFER �' WETLAND/SURFACE WATER IMPACT L._ _-/ y M 0 0 PROJECT PHASE BOUNDARY • .. • ♦ ♦ ♦ ♦ • • ,JURISDICTIONAL WETLAND _ _ WETLANDS JURISDICTIONAL BOUNDARY LINE MITIGATION AREAS 4w WETLAND SIGN (APPROXIMATE) W w W w .Y W W ♦• r'_A . 1 / I �{- / t : 11 � W W W w it ,y r, w .A; W , ' ,. ' %, ...-r - '- `: .,.. ,. ' 1 " \ / \ . ?*�..-.:.✓ -,ON D 4 r , .. J ' f/{� 2 1 , •- 1i w W W W w W W W % E /'�:.,' ,." „ : ,: { \ , STA 144 87.7ii 33.0...E +,,. ;.:.-.:' ;`s ;{ r //` l ' • 1 ; {> _ w I , 1 • W W w _. � \ irk`-''/ \ _.._ _ \ \ Eol> 7o.os EL = i 0 - 9 3 ",.AC /f r j : (:.r ` , i j I ., _ .1II :11111 ^� a ,. \ I / r \ 1 INVERT T 7 - .5 /' r E _ ( I:. 11 LYi- W W t . W W I - / ; OUT sit: ; I ! ! ! ( I . i i { i , .,F 1 I1i111iI I ` :r - • \ i \ _ /, j`i , 1 ./. \ `' \, ST 144+50.35 34.0 \ H{jj��Jj EL '/'�0 - 2 [/ ►_ /! ! � /, � ? ; { .. _ .i W W i J/ i \ , j_- _ € ..,.. jj'",,..'.. ,.>r .: ;.` i'; `. ! ` .. 1 ✓ ,I 1 •VL 7. �f� AV I F j, ! t t .. 1! It ii :., w ! J r •` ! `\ ,. �. :'# r ,. / '! !; J I t t1\\ , / / k ij\ ii 11 I I r / ( I _ _ t?�VERT OUT 67.37 O ! \ r r �, __ .n I .11.1 INVERT it 63 /` / \ \ \ , \ , D H W 25 .96 : / / , ? \ `-- {>, i a, W W W W W , w ` i`\1 I %f-.. i, i11 .q .,\ ( i\...♦ \ ..,,. :A'� ..."T :.,... , r I / I f r / ! `:? .., I. t W W w w \ ', r? i ,:r ,... r \ ,:,:. \ , /,' / \ /� I r /r \ \.. �. `t. .;Y• i w .---- / €..." :" \ \ ; 53 LF ! \ :: r`r_;: F \ \ 1 �� �''� �� --i € III r \\ \ r \ \ \ \ 1 / :> S, - :<, G / / / i i r rr \\.� \, 1 t i t%' ` \. 11 . /, i!1:=:1111 S, W w " W _ ^r\ , \ 1 k \ / .. :.:' .i.: , \ ,r 1 //%.tilJ ,\\\ `,, "�,� t 1 } } t� ,e` ` 51 1.1111} - 71 / \. - \ \ v.: / 1 P ` \ 1 / .. //r/ �`\ ,^ i ! 1 1=. ` 'w ;1.:. 111 I w W �". - / ✓'... - ,. ,.:' ram, !, \ \, . \` / / / f/i,�jl> \^`�,``� 1 1 - i III \ Cs I > ' \ \.. \ ), , 15 A 2000 `` ,. - \ / s. 111.E.1 1 w 73 LF , P Ft \ \ \ r . < \ / 4© i �f f �� �c�� ; ? 1 1 l i i _..._Z -- _ jIII. ./, \ \ / k / �, , ; STA 155 2VY 3 L �(('.� / r INYESTtGATE /' 1 t \ \ „t, f BEFORE Y01! s ✓ 11. '\ O /. \ / \ ' MA E t r " \ / � / f1, r " t« RIM 71.71 a \ ` \ /. , �, / r' ' + ! \' -_ A M .7 21 -, `Y 15 A-2006 :... r%f /// t J r ; / t ��.r i ri \ INVERT IN 67�5. 5 \ < _. ST 2 0 R \ , ./ ij r \ \ / \ RIM - _ ✓/- /E .: E ? � � EXCAVATE / /' ,/ ,, w>:,/ \INVERT OUT 67�i? � ,, ,, •. .: , ,., ,.. .,. ,, .,\ / ,` \ , /'- i :\ E� " � ` CI-D3 _�� � //!f j l � 1x � , / `''� R_ G \ l :: ,- \ / \ Ii IVI�RT 67.21 "� T 1 INLET \ . '- , • �✓:% r�%ii { :11}I l i "N \ .: ,/ �f I ;1, / \ `.,, \ ,/ �,.,- .._,. \ ,.,'., ,r ._,: I \ ,,> A 144+68.7216.0 .. .....;. ./ :-'!/ //:" I '� / , ' ��,{{��, L \ r \ INVERT CitT 7.21 / r r/ € € €,. u, � \ . ` \ \ - \ ,\ \ - ,✓ ,,, \' , Sunshine State \ a \ \ \ \ �.:., ,,r/' ` �RT IN« \-rr.r-�'r'�rf' •,�/ t t� r< // _% } f \ {� �r \ .� \: /, / `6 i,,\ \ ! I V TIN 67:27 / / �.r % / rrf�i.,%;• 1 \ . �1 } � i E • I'� t 1 1 . / ! One Call \ rQ 3` \ :. �Q� \ .\ \,;,:: `\ / IN9(ER OUT 67.26 \ ,/ rr,/✓t / i/ .r !��r t1! ' '1 I ' I i i i t r \ \ / \ f,r ;., . r'// ✓-'` /r/ /r r hilt. I t .1 1 ' ' 1-8QU-432-4%7© :. \ \ I /, , \$-- \ , „r r/ r / '��Jj1 # TOLL FREE [ (' , . , ,, \ / 1 / \ .,. .: / ,,, \ *, „•OPE "TO '3r r� r , / r rr r II. ! ' 1 \ ( \ -� , ' ,\ ,.;. i.,; �•a r`,r .,''rr/ '' ''/. r € ! I ? ••<.YF FL STATM W3%1(19MREOLIMS J ,r,,y ,,/ ,.. : \ \,.\ J / •/''\ 1 \ \: , \ 'rr.. .r, , r,i r� r !r 1 t� �i t L e 'F f 20VtY$At'�MNX. 6f 8OAY3 `' ! `,\\ \ rwlir _ \ „` „ \ , Q�� \ i,; f!'/!_// /�/i%/.r %r �� ?? ? , \ == x I nCE FORE YOU�(CAVATE 8 A? // t l,< MATCH LINES SHEET 17 � J ,t 1. SWFWMD COMMENTS 02/17/06 03/14/06 1 FHG 5 A ._E _.......-.---.-._._..-_-_......_........__._._.._......_................_................................... ..-------..---'--------' - _ ....__..__ ...:.....- ... - - I A 7 E E IV s � E7 i EiI\ ��Ei 'a -)fi . F. L. 4 ;! : k -= K Krmle Hors : € : �: ,� _ . 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15106 03/17/06 FHG v- r � p _ PAV I N GRADING AND � FART,+ � K�{��I�Rs V Lt ✓ a�:' % �_.. __............_........_ � ._...------ 3. DEP COMMENTS 04120l06 I 04/20l06 SP `- F.1 and Associates, Inc. - "' i `F 1-0-� DA RFGtc , TI P: t 1}"At }?:- __ _.. _.--'..- --__ --_...... ---'- HIDDEN RI/ER SUBDIVISION SD I'I I}N t ry 4. SWFWMD COMMENTS 04/20106 04/25106 -I-,- II-T, --------11-1-11-1---1-1- -----*", ,--,-----,--- --I*,-,- - I------ A FHG ;''tia:-�_..t. ,,ram _. _. _..-'- ---...._--14 2006 �A `� -��J v DRAINAGE PLAN .1 x ; ..---'--- . ......... _._._..._.._- �. , .. ' J? 11 ---"--j--------'-'---.._.._.._..._..._...--'-__.-..........-.-__._..-_...._-'--._.._..---...._.'- ------------- ._ ` v �� € Ec .. \ etk iA! di-i-i n ��r i !�•,! LQ� AJ: %-1 / v� €Y'\7. REVIS:QN :t��.. � i t� .K4 :ORN. C-0 . 1. }? iii 1._i... �tJi� ,..I � L :'1 �C������ . __ �.:<'t3,...�A 1 _ �\ � •/ MATCH LINE "C" SHEET 19 P PROPOSED RELOCATED RETENTION POND -- 7 ka"! t PROPOSED RELOCATED f E. CONTROL STRUCTURE IW.EL. 61.00 SEDIMENT BASIN 1 T.O.B. E.L11 = 0.1 "C. BOT. EL. 67 = 9-04 AC. F.L. EL. = 69.00 ...... I ....... .. . zx "n X y ................. . . .... ..... .. .. ... .... . .................... . . ...... . ............. .... . . . .. ..... .. x CIA1IZ1A1RAn17C0LJV'DWI1 I 4Z E -J -J L --JI L Pill-NASE 11. w w METLMD 19.49-AC. . . . SHW = 67.25 w CLASS I . . . . z Q FWMD/ZEiPHYRHILLS/AGO& WETLAND JURISDICTIONAL LIMITS . . . .-52 F 0�0 . .,hV. A -SOW STORM TORM . . I. 15A-2000 STORM, �.j 11,12+70 1 L g I A I 11 f5t�i, 1,1 t 10 Ar) C1 C1 IN - - ------------ ...... . .... ........... .............. STA 85+76.15 (16 R) 48 RT I '4 . . .. ..... T- — — — — — — — — L — — — — — — — MIS, %WE-2 INLET I f-OP 7 1.58 1 1 Y 69 N 67. ERT 4k -A - - - - - - - - - 1� LF I I �, r7, v I i I , -- --- -- — --------- 03/14/06 03/17/06 1 FHG 1 FHG 04120/06 SP 04/25/06 FHG DATE I BY i Kimley-Horn and Associates, Inc. :rr-S, (�D 20,06 KIV:L-iEy-HIORN AND ASSCCiA,:- INC. 5-344 97 H STREE 7, 7 EPHYRH14z 3, --LDRIDA 33542 PHONE (81,31'88-040C FAX (813; '82-4978 CA 0)0000696 MATCH LINE "D" SHEET 16 SCA4L.E AS NOTE-D D"ESIGNED BY ... .......... ... ............... .......... . HIDDEN RIVER SUBDIVISION 'L-';'R AN N B y ICHECKED By SM.cR ;'ITV T' — —PHYRi S 0�- 7:�- HILL F 1 I -0FRIDA PAV- ING, GRADING AND DRAINAGE PLAN PA-4 .5 0 60 120 1 SCALE AS SHOWN LEGEND: 25- AVERAGE (15- MIN.) WETLAND BUFFER WETLANDISURFACE IlilWATER IMPACT ML�La W N M M PROJECT PHASE BOUNDARY 1.11 It JURISDICTIONAL WETLAND i I WETLANDS JURISDICTIONAL BOUNDARY LINE MITIGATION AREAS K30[30EX STORM PIPE WETLAND SIGN (APPROXIMATE) INVES71GATE WAY -8 20 BEFORE YOU EXCAVATE Sunshine State One Call M, 1-800-432-4770 JUL - - 2006 TOLLFREE FL.STATW553351(19MRE0UVW-S ` DRAWW" M=VAYS AND MAX OF DAYS BEFORE YOU VCAVAM A 0113 v DzE S N U M B ER L D CRI A REC�1-- T10N NUMRFR�' 4- 71 15 0: w 3 z C y c L 0 60 120 SCALE AS SHOWN KEY MAP N.T.S. .� ,,fit �� ,.. ., � : a WETLAN© ...�. {� QSKw z. " •' . t , \'` / .:.• 'ifi`7r,, ? �' 'INVERT 2.85 f3 ED iki TREAT �NT < asp A- 0 STORE . � �, \ � `. 25 66.9E Mimi m oakum MATCH LINE "F" SHEET 18 LEGEND: WETLAND BUFFER IF PROJECT PHASE BOUNDARY n 0 • • • + JURISDICTIONAL WETLAND WETLANDS JURISDICTIONAL :y BOUNDARY LINE VIIIA MITIGATION AREAS F Q WETLAND SIGN (APPROXIMATE) bS C O� a - xlsi of 11. i 0d Raj-RE.G `z INVESTIGATE BEFORE YOU mac•, zt 3 w� EXCAVATE a Sunshine State One Cali 1-800-432-4770 TOLL FREE �} ,R 7E FL STATUE 553 W(19M FSOURES W u �I �.s��.-�.� MKtFzDAYS AND MAX, ovsoRrs :n V ., r d a s NOTfCEBEFgREYpt}EMCAYATE. ` 0 r' h 1. SWFWMD COMMENTS 02/17/06 03/�4/06 FHG ..A(_ DESIGN Ea 1 3 ER - - Klmley-Horn ��::> NOTED :.�AT= �/ 11-i��T Iv:�r�BER 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/{16 03/17/06 FNG PAY `�' �� N �� aC. 3. ; DEP COMMENTS 04/20106 _. _ _................ 041201fi SP _._.. and Associates Inc. �Y _ ,)4 2` ; � d -. _.__._.....__._..._....._.............__......_._.._..._...__._.._._.._- .�.. i HIDDEN D E N RIVER R S 1,.1 B D I V I 1 C� � �' ��T AT .N.>��I� I- R: 4. SWFWMD COMMENTS 04/20/06 04/25/06 FHG ,� V 1 _.._..._....._..__..... __ ._.._...—...._.—_ _ — i t, ; 21e):;6 KId,3 .,_ : HORN AND ASSOCIATES, INC (�R�.1h(P �?Y c' �-ES DRAINAGE PLAN �� r i- ZG .. Carl P':i.'':.I'`w_rT ��O �44 9" i STREET, Z? �`fi ILL .,�J:eiA 3 �.?. �: _ PHONE i81 -I 788-0400 FAX (813) r'f?L-A9lk `iTC�Eii ��~----- `' T� /jet jr) C _ 4 9 1 NO —.— _ r ( r r Y'�YIAJ'�lt�.KIV..LEY—HC:*�'N.GC4� CA Ci0000695 �"���{ �� (i� l� 'FpWY.P� '�� �� ����' } t �— �:f REVISIONS S vA I C -n Lam. f .A, i I_ E I 0 60 120 SCALE AS SHOWN KEY MAP N.T.S. r'r `fir *r-•-r S-��syS..Y�LU7U>yCCc6fl+ip'OJ�wC=u3�4zca'DOGJts: a.]-�:I_r?iii: _•r,rr Jrr ✓r r/rr r is� ;rrrJt=r/r!%rt �rryr rrxr/r✓,�rfr�r%rr� r„%t/rri:rr.r;rr rur/ rr''r /✓r Jrrrr .r�/r.rr• '•�ir/'i/•/'r%rr' rr' "r-I.r!ir/i/rt " !r,'r/,/f i/r ✓f/r/.;' rrrf ��',rrr/!r.rr/rr4Jr'f rr/,' r'rr-r%rJr r fr� /r ''= rr rrf•rr/',.;r.r rr rsii`>r,%!'Jf°r/",��'/r,%Iy/rrr,:fr.r%r%'J/ ri rr,/'.,✓./rrJrrr.rrr;j.rrr/rJrrri'%;�'r/f -`,'rrrJ,rr/r✓/ �.:�irr�/ "rr✓`y�'rir'rr�i��f/i r!ir/ir�rri /'rr�/�.i-,r/„!r✓ rr..fJri�<r' �s,;i '/�ij'✓''�:r/%' /'r/i`"' /r�'�`rr,/:Jrr��/!'',/�''i!,/rrr.` ,/J./�r/ `r`/rf�r/'% r�rtr ,r�,Il\'J'j Jy^�f!\i/r�/rr'r� \,'rrrr- /J%"�,Jrr "r•/` .-/ •' r /r.r .'\/rJ.f_!rrr:r,r,/'.f r�rjA\rr,!'r.'J:�//rr-ir.�•�.',-�;,r;■F'':,�.!.i,:r/!/r,,i�--r ./ r,G_r "~ rlr-.�" ,i.-',.",�,.r_-7-.'.r��4./ -r.:_�•.�.�.r_ �,�"..•,;' ...r..-. . ._•"-.-I.'"._-!,�'-/-_�"''_'�'•�-e.,-r�r /r r rr .fr:.7.:rr�_�/�%3 . 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G♦ 0®I.\ EN..a -D'�W• MATCH LINE "F`HEFT 18 r . a a . a r r r r ' WETLAND ETLA ND BUFFER . a . a . r . r . . . . . . w . . . r . . . . . r . . . .WETLAND/SURFACE ATERIMPACT r . . . . . . . . . a . . • . . r PROJECT PHASE BOUNDARY C JURISDICTIONAL WETLAND sra.r.r••ww .rco WETLANDS JURISDICTIONAL r•• rr..w• •#a#w BOUNDARY LINE MITIGATION AREASW WETLAND SIGN (APPROXIMATE) . . . . . . r � f 1 t; iNvEsr A rE BEFORE YOU t" EXCAVATE Sunshine State 0 One email 1-800-432-4770 FLSTATUE &i33bt(iSTBFEW E MR OF 2 DAYS AND MW OF S DAYS NOTEBEFORE YOU EXCAVAE 1. SWFWMD COMMENTS 02117/06 03/14/06 FHG SCALE ES�� ENGINEER:, 2CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03/17106 ;FHG KimleI-Hom TUA� ^�` �:��PAVING, GRADING 1V r 3. DEP COMMENTS 04/20/06 04/20/066 SP � 2"� /0 ______ _ __ ...................____ __ _. and Associates, Inc.lr//JJP101RIDA REGIk ON 'NUMBER: SWFWMD COMMENTS O4/20/06 04125/06 FHG 2c J 1 �L``% ?v7 ASSOCIATES, <i. N RER �BDIVIIN iRfiN B 1I�p0, r -......._....................... 5.+ �T� ET, LE?_i"'LJ�i���1Z .? i- DRAINAGE PLAN ----..._......_...!_....._ PHONE r813t788-0400 FAX (813) 782-4978 049767000 ; 52 •. : T CTE ;YREV SO��WW,KvLEY-H0R.0M Cr 0-000069� �> F ZEHYR L`.S OR Q" E C ra CV '3.' C) C R 06 CD A ME 01 3 a J Ck F! t 1-1 1r S- V) Z 0 ,'` < u W > ': tv T3 C 4, G C tl: w tD 2 w 2 �-`_•, ID M n a .r L;J tv / om Y , D E 0 6 Z o ! z A C � cr MATCH LINE 'IF" SHEET 1 - MATCH LINE 'IF" SHEET 17 a \ i / , ,, /I'l\ ;`'t , �'� . �/ 'fir / - { ,, :,,T , ,1 f :, , ., It / , \� � \7 + ,. i w 7 w • , , • /, #:;- i ,... \, �` �r } f,' P H!`"t4 r�i. � � •\ \ \ \ \' \ \ : i,\:• �f� i Jfi /!^�/ ' ✓r a r. '11, . , \ a \ 1 }la t .... ,1 \ \" ,\, r ! \l r . r . . . . . Wit. \ .t , l,,,, , f t , \ \ :. r / \ it n C' ,,t i' /', , ` f f \ ,, � �. .. ETl_AND H = , STA s9+65> },{, \ ,•• `!.1\ 1 ,. ,.. _Mae , 11 , ,. 3�� f f \ , '\ \ \1.\ �, �. 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L I I ! f �� �r a j MFAN1N111t1TL /// ' 5 4 ._....._._.- ... .__ \ i' t } {13 � ` / I _ / 1: � Mkt • r w • a a r r r r "',,' \ ; ! p E (! FkOOi�0 . i \ ; } ; ' i • ELEVATION - �'t. t r - . . • r r • a r r • a w a • ! / ' ,,,.,! y o i , i s �? ,x ! \ } } _ \ } r a r a a a a a ♦ • ♦ • • a ._.. 1 -. ! n i - t !}}! to ^" 4 `� 3 - 1 \. I ,,I '\, } , } `` ( ? I ! 4 . w r a r r i w • r • ,I 11 fi t C 11 l'� \.c11 t i�{ f � l f a' • r • r • r w r r i r 1i z C.1 ^r� -e• I / \i t \ i 4!; } } \ r{, {a • . a r a a s • a . w i 'i , /, _ A. it ?1 i `_ C �}^ .< ✓( 1, i _} i i w a 4 i i i a r j i //" t l o \ ltmi,} i S C ;tt S C1. • • . a r r 4t } t: r,;/ S 13 N.T.S. ,y G ';� . r • Z ,--_j 0") � S 0 60 120 �! __. SCALE AS SHOWN LEGEND: I I I I 11 WETLAND BUFFER 1. WETLAND/SURFACE . ;: \ ;' WATER IMPACT M ■ PROJECT PHASE BOUNDARY .* .* JURISDIGTIONAL WETLAND WETLANDS JURISDICTIONAL BOUNDARY LINE MITIGATION AREAS WETLAND SIGN (APPROXIMATE) / �. my - .. _,� O- E• a INVESIMTE j KE At BEFORE YOU EXCAVATE Sunshine State r .��' w , Y One Cali ,li�v �,,-sao-2-4770 w I ,g .' TOLL FREE /-,�` fL STATUE 033&I(1SM FtEQUM .11 'L:; d t M&V. OFZOAYSANp RtA)i. OFSOAY3 0 1. �✓ I NOTICE BEFORE YOU EXCAVATE ?7 1. ;SWFWMD COMMENTS 02/17/06 03/14/06 FHGA� - p�� U�d L __................_-..._............__ ..._....._ .....-..........................._...._.....:.__ _ a 1 fN IVILj /'� SHEET -. . i �! N\.'TECj 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03117106 :FHG _.........-._._.-_.___............... Ir;`... __._..... _.__ .-_.....__ _ ................ _ __ .__t {.; ; ,_ : b PAVING, GRADING AND s. DEP COMMENTS O4J20/o6 _....__...... _ . _.-- --- 04/20/06 SP = -C( A�(i��a�s! CiC HIDDEN RIVER U B D I V I I O N 'z TON NUMBER:, 4.t I SWFWMD COMMENTS 04/20/06 , 04/25/06 : FHG _ -ORIDA RE?` ' I ._..__.._.......- _._....._.... _......_. __...._..._._._....._..._..._......__......_.__ ____......__ .........._�.. _..... i U J 01i=. I IY3. HORN ✓ , S ,.. C .._ ... (.i i\ A L'Y 4 L: f }'! } J ^t'• �I ` A r5 % _ , _ _ it %�,� 4 9T �TRE P�-il'R! ILLS, FI.OR CA 335 2 Sir' DRAINAGE PLAN _ _ _ = :T �t� i PHONE (817' ,9 -( 4^v} k !�?,3t ��� ta7g :P v , } _ 1 _A - i ....._- '----............_..._._. __......._ _....__........_...._ .-.._.....' . _- ...___ -. _._._.._...._._.._-----._.-.__..,_,,, J .._........... 1 - AttNN�'.KIM` cv._ 1pP�i.<`� ii ^A C}fir "�696 y� t 1....V r� _�... \, (t Cj No. REVIS10DNS 'SATE �Y y_ 0 v4'L ;: \ � \�: L_i t- _ I i V \ v a. asp #! vv . " f1l, IF I 1 1 17 1 111 11!j R4q"1111 1 1 .1' 1- 1114M4 ............. is A E C) <N 06 C> 2 2 ilir Fm Ir ISYBNii ImF01t lr�=St Ir CAP Ir COM" KM WALL\ cat ILLZ Rmm Cma WA ps Cokvwm_*S­ 7 Pw WTmm 0 IL GZ00 AT W�N um rx cow- N ME CK*M Ir om .po 0 (_'OINJCRETE BLOCK RF-"AINING WALL N.T.S. SEE DIM. BRWXErS ON CHART is H w 1< A B" mm wmL imomm HEM FOMM 7"Kx"m FOMW wam FOOM TOE wx om 4! -r A Ir Y-4r I 8* 0 4r gs 0 Ir Ir ums (wr wano re10 --r l* Ir r 3- Ir V 0 ar K"" f" 0 Ir Ir r-4r 1010 W— 1:r e—4r iff (PRMWO 0 3or frs 0 lir Ir Ir r—w ifr ft 0 1 0 1 ir Ir 11r­r 70 ifr--r :r - " 30 0 r ww" * Ir C; 0 1. SWFWM1D COMMENTS 02117/06 ... ... 2. . . .......... . ...... - CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 3. DEP COMMENTS 04/20/06 4. .... ........ ..... - -------------- SWFWMD COMMENTS 04/20/06 IONS 84 82 80 6,78 6 z 76 z 0 74 !Z lu j w 72 70 68 84 82 80 78 76 74 72 70 68 75'R/VV CROSS-SECTION W PITS 03/14/06 ..... FHG .... 03/17/06 .. ..F .. H . Kimley-Horn ............. . -.—G - 04/20/06 SP and V.ASL.sociates, Inc. 04/25/06 FHG -0 --y-HORN AND ASSOC;AT�S, INC, 2 r" 36 K I M ------- 5344 91'H STR_EET, ZEP.HyRKLLs5, FLDRIDA 31-13542 P H ON E ( 813 )" 788-04-100 FAX '813" 782-4978 CA 30000696 . .......... W'0,W.K1V1LEY- HORN. COM D A—, BY Lo w w 0) w 4 wf-%w"w ' 00 L) T.O.B. EL. 71 = 0.18 AC. BOT. EL. 67 = 0.04 AC, I EXISTING CONTROL STRUCTURE (TO BE RELOCATED BY OTHERS) w w z z 75! RfW NORTH 0 60 120 SCALE AS SHOWN KEY MAP N.T.S. 82 -82 I 6 2.2 . .................................. . �IDEWALK . ................... . . 27* (2) 1 VLANES COXLUMBER I EMERALD POINT LEGEND: 2' 80 2,TTYPE S1 PROPERTY 8"LOR100 PROPERTY h- . .. .... ....... 12"LEM00 jo . PROJECT PHASE Rr)"MnAPY 78 1_�o% 4-1 4'A §1 UJ 72 72 70 68 75'R/W CROSS-SECTION 'B' NTS 70 68 STRUCTURAL NO. DESIGN SPEED: 25 MPH 0.44 x 2.5"TYPE S1 = 1.10 0.18 x 8* LR @ LBRIOO = 1.44 0.08 x 12" LR @ LBR100 = 0.96 SN = 3.50 HIDDEN RIVER BOULEVARD 75'RW CROSS-SECTION NTS ul 4' SIDEWALK ' 22 9 4'SIDEV . ................. (2) 1 T LANES 2'2* TYPE S1 z 6' ISR100 • 10*LBRI00 10.00 2,OU 2. —2,W. 2.0%_7': °lu STRUCTURAL NO. 0.44 x 2' TYPE S1 = 0.88 0.18 x 6" LR @ LBR100 = 1.08 0.08 x 10" LR @ LBRIOO = 0.80 SN = 2.76 S CAI ��.:_ AS NOTF!-' EDESIC'NED By S HIDDEN RIVER SUBDIVISION DRAWN By S. -, . ................ — ;:-— CH'EEC'Kt"HD By M SIR %D�y Cr ZEPHYR".S [L; I-A./RiDA w z DESIGN SPEED: 30 MPH TYPICAL 50'R/VV CROSS-SECTION 3 TYPE, 4T%OADS I DATE Z_:) " �06 PROJECT NO, 04Q767000 Fa J, A I o " k, 0 wMMILL'Iml WETLANDS JURISDICTIONAL BOUNDARY LINE WETLAND/SURFACE WATER IMPACT WETLAND SIGN (APPROXIMATE) 4 4 OJ 'k2' 8 0 0 3 INVESTt"'M BEFORE YOU EXCAVATE Sunshine State One Call 1-800-432-4770 TOLL FREE FLSTATUE 5M35!(1M)fWWM M=DAYSAND MAX OFS DAYS BEFORE YOU EXCAME, DESIGN ENGNEE_:'R.-...­ E HET NUMBER S T(ARCM POCOIRS , PLORIDA REGiSTRATION. NUMBER: 19 4.2-1 Q of n2 0 .0 Z O S 60 120 SCALE AS SHOWN lowErAdu N.T.5, LEGEND: FF EL F.F. EL. 74.65 !'B LOT TYPE -' •. 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'`, . , \.. +�f 1 yy� t! ,;., t FF EL \ .r ' - // \ ..._. \ \ 0 ; \ 72.80 `, ,/' � FF EL \ ,� \ ,\,C , \ 72.75 �! \ \. Q`5 `y . 72.00 \. ! ! V' ! ! ` ! FFEL \' \ \ +' '\ ' \ h 223 _ t P- 7 L41 X \, � �%` 3.50 `L, \ -208 LA J i- MATCH LINE E SHEET 23 1 SWFWMD COMMENTS 02/17/06 03/14/06 FHG �i•i...: - --- ._... _ ___ ... _ . _....__... .. ........._ ---- "Kimley-Hom cI A�� CITY OF CEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15106 03/17/06 ! FHG AI; N0 `�D 2 _ and Associates InC DESG`� D� 12 3. ` DEP COMMENTS O4120/06 04(20/06 SP _�- -= r � 6 HIDDEN RIVER Z)UbUIVISION s�' LOT GRADING PLAN 4. SWFWMD COMMENTS 04/20106 04(25/06 FHG —..—__........._....._..- ----- -.. .---- - '� 2006 K!'�LEY--i,sRf� AND �iE5;3G(;iES, INC. DRA4'dI� :3 F .- -----_ 5344 9TH STREET, ZEP€ vRHLLS. Fi-,OR1DA 3T5c•2 SP R�JL1�uT ti1U. -------- - PHONE �'813) 788— G�uD FAX 782-49?8 CHECKED :._ 0 �� �i_7`J n .._.-.... J-Y;` A UDGOC6S `4G. l;\t Sd fRv 6ar v �" <` _ z ._, • . LOT GRADING TYPE C LOT GRADING TYPE B DRAINAGE TO FRONT AND REAR LOT LINES ,4 Q� U O O O `yy SCOPE co LOT GRADING TYPE A ALL DRAINAGE TO STREET LOT GRADING DETAILS DESIGN E NG NEE \ cv A i3 r r. r. , r-•' " FLORIDA (.(>=r S�:ATiC1`� INVESTIGATE `1 BEFORE YOU 1 EACAVATE Sunshine State One Call 1-800-432-4770 TOLL FREE FL. STATUE K'1351(1 979) REQURES MIM OF 2 DAYS AND MAA. OF 5 DAYS NOTICE BEFORE YOU EACAYATE. -. �.. 1" 6 20 L_ \.i of 5 2 J E -D C: s E a w E 0� 0 Z > w -) - 0 - - 8 =--- 0 1 -1 0 J .t- MATCH LINE "D" SHEET 15 ui I 11 �'�, " m � 1� . � �� ��- � , � 1171mw �.,../ , 1. . . . �, W -1. I 11 on" . 11 � .. I � I � �-� � 1� � I .. ', " . .. "', mr� : /I I I � .1. "I I / i ; �� $'/ , ro 0 , I -, I / / ; I -, I . .1141� .1 .1 , �/ —, , I , -,,.,J'�_ "� ' . . \ \v\ I! I , ,-- I > 1� , , , " , -.,., . "--� ' "7511 r ,z I 1, , I " \ "\ \ I \ , / 1-1 5� ------ - I � I 0 > , \ �, -- \" \ ..", ,. \ \ 1 - I ", � - -x"v. -- .. ir�.7--. \ I , ,/ , \ '. , . , . -.'-, I,�, N . z 7B/ . 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CO I , — 11 7I��,� :, LOT GRADING TYPE B ,., .. �".,�,,,.. ��k 'k I.1.'a ikAY V.�, ,: - LOT GRADING TYPE A DRAINAGE TO FRONT AND REAR LOT LINES LOT GRADING TYPE C ALL DRAINAGE TO STREET "k -o- , - I-.1, '-,�,;�,,, . -., -LOT GRADING DETAILS . 0, .41 ��,tv--, .......-� i�5 1+ INVESTIGATE jf '. - ,, �,;,,+,,.' _�,, �.... � BEFORE YOU ,, .f - , i, ". � "', �,' ,:z , , m --,,' IZ, EACAVATE ,�,,NU`,'b �c�,�-":!�, ,-C --,--....�.",-§. ISunshine State or, 11' \ """ One Call ` Aft� ,\- IF\7�1 '. - ]FFEL Z \ I 73.2,73\ \ �� A1I -; w, 04 (""o 0 i! 1-800-432-4770 C: ,, 3 a) -,,,� �( , "U, �� �', � TOLL FREE - , , - _ - 44 0 2" FLSTATM553351(1979)REMM '3 REM, N ,20AYSANDMWOF5GAYS 0 i I YW EACAVATE m - - P, iq i -- 1. � SWFWMD COMMENTS 02/17/06 03/14106 FHG `3CAL:r i ... D A T- DESIGN ENGINEER: : + H : - - - --------------- -.--.--.., -----�---.----.-----------.---�-� ---------- - ---------------------------------- ---.----..-.---- ....... --..------ .... I � . . Sl--IFET NUIVBER . :� - I I 03/17/06 FHG MF �. — . 2. i CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 -------I Kimley-Hom i�S NOTED . I � U "'1: lNk -1D- MS., — . STI I AP 11 � Q) G R.; � DEES-GNEEDJ B'( jA " 3. 1 DEP COMMENTS 04/20/06 04120106 SP.111�12511` ­ - . — -i-------------- - - - -------- - ------ - ----- -------------------- ------------ ----.------..--..--- . .. . . .... . ....................... .... -...---...---.-.- ....... ..... -.----.---------- ----- = -------- and AssocAssociates, Inc. —.— SIP : 4. 1 SWFWMD COMMENTS 04/20/06 04/25/06 FHG HIDDEN RIVER SUBDIVISION M A FLORI�A,- REGISTRATION NUMBER: � -% I : . DRA",';N PY 22 i ....... --.-.+--.--..... .. ...................... . . - . . .. . .... . ..... . .................... ....................................................... --.--- --I I -,-- , 20i)6, KQlEY-HORN AND ASSOCIATES, INCI, .,: LOT GrN1 DING PLAN . . 4 . N I I . 1, 'A 3M,42 -p . . .. . ". I i f-"'�44 9TH 'l-REE'l, ZI.."PHYPHILLS, FLOR0 I I . . . ... . ............. *-t"-,-,+-,-",--",-------,*+-* -+-"-,,-*+,-**,**--- I., _ . �,, I . �) I I w i . . . . . . .................... , i4.P, 0 .,':) C� I• �,:-- I - . � I z � - : - . : ; - / 11 - � . . , - 11 / / 01 11 z I ; 4 WWW,K!ML,E.','-H0RN,CC,M 0 : z I ; i I z � --,E- M S I C-) N `3 DATE .1-, y c� M R ": - I :L--, L- " No. i . i � 1-1 ........... I C1 TY OF ZEPHY' H111 Q R 0 F,,'l D i PHCCWE (81:1) 78-8-0400 -FAX (813) -782-4,97'3 .---.----..-----.--- .... ...... .... . . ........................... --...+.--.--- . - I . . i � . . E E CL C� fj ko E 0 6 z z Z3 C) LOT GRADING TYPE B DRAINAGE TO FRONT AND REAR LOT LINES LOT GRADING TYPE A ALL DRAINAGE TO STREET NMI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MATCH LINE "F SHEET 24 r. . . . . . . . . . . . . L. . . . . . . . . . . . . . . . . . . . `,4 _�7 J,/ w 0 j6`1 46 4 -41 0 4(j 41- 0 0 44 X w Loop tA 0 LOT GRADING TYPE C / m X, \000, LOT GRADING DETAILS i 1 SWFWMD COMMENTS 02t17/06 03/14/06 FHG 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03115/06 03t17106 FHG 3. DEP COMMENTS 04/20/06 04/20/06 SP 4. SWFWMD COMMENTS 04/20/06 04/25106 FHG No,. KVISI Kimley-Hom and Associates, Inc. 2006 KiNILEY-LCIRN AND AS50CIATES, IN". 5`44 9TH STREE—, 7=PHYR: "IiS, FUDRIDA 33542 PH,C)NE (813) 788--340,0 FtX (813) 782-4978 WINW.KINC ;"y_�_10RN.r10m f-, A 0'�.)0069b SCALE - A NOTE'D DE�-GNE`) 33y HIDDEN RIVER SUBDIVISION DRA"NN BY SP CHE_7f_-KED, BY C-11*-Y OF ZEP-:1YR.T!_1_5 A Tp, 0 4 1/2 55 060 PIROJEC.'T NO. 04-9-7/6 1000 z 0 ;0 0 60 120 SCALE AS SHOWN KEY MAP- N, I r!r%r7L1r%. F.F. EL. FF EL 74.65 B LOT TYPE - -- -/ PHASE LINE FLOW ARROW U INVESTIGATE INVESTIGATE BEFORE YOU EACAVATE Sunshine State One Call 1-800-432-4770 TOLL FREE FLSTATM$S335i(19T9)RE0UfFS MK OF 2 DAYS AND MAA. OF 5 DAYS &OT)CE 9EFOW YOU EACAVATE. DF-SIC"N 'ENGINEER RCGD.i�s -- — -- ---------- - ....CRIDA N' MBER: C';-4.FFT NUMBER 23 12 z L. 0: MATCH LINE "F" SHEET 22 MATCH LINE "F" SHEET 23 P PF ELeti .2 65 I)HASE 11 771- 0 F EL a A a ft *01t % 64 0 FFF EL FFF EL Z I \ A \ , �' 1 10 182 0 At a 72.05 A, 55 A 162 A % EL 2 k\ 63 0,70 40, 0 60 120 1-4 81 �1 . : �1,20 .. . •. •. . . . . . . . . . . . XIS 56, 163, FF ELALE A N71.75/ FF ELF EL 4 EL._. FF FA F 011 7 LE V . . . . . . . . . . . . FF EL jf w F.F. EL. .15 EL F w A -7F ELL— 61 \M89/ FA' FF A \72 4OZ E��:E \7125/ C) LOT TYPE 5V FF EL I N\ • t =A,. . . . . . . . . . . . . . . . PHASE LINE Z 0,60/ E T l . . . . . . . . . . . . . . . . . A 159 60 x A -9^ S N FLOW ARROW A/ I '�! �' 1 1� ............... . 11 . I J.� - - - r.S11 ri 93 z 3 v C KEY MAP N, -T. S. LOT GRADING TYPE C loe UPE co 'a�c LOT GRADING TYPE A 440203-7,003 ALL DRAINAGE TO STREET (3, _-x IMESMA"m BEFORE YOU EACAVATE LOT GRADING DETAILS Sunshine State One Call 1-800-432-4770 TOLL FREE x. FL STATUE W3Xi(1WM)fWWW&S mn or 2 DAYS Am mAk OF s mys WPM BROKE YOU EACAVAIE w1w I-" %JW I 1 1%;; - -------- . ..... — ...... .. . ................................. T -Hom 2. 1 CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03/17106 FHG Kimley . .......... -- - ---------------------------- ----------------- 3. 1 DEP COMMENTS 04/20/06 04/20/06 SP . .. .............. ....... and Associates, Inc. 4. 1 SWFWMD COMMENTS 04120/06 04/25106 FHG . . . ................ ... ..... - ------- -- ------------------- ---- --- --------- -- ------- - ------------------ . . .............. .. ............... 1 2006 KVILEY-HORN AMID ASSOCIATES, M. D ...... ............................... . ... ....... . 5344 9TH STREFT, Z�-PHYRI.J-�1:_S, FLORIDA 33542 CAPH0X i'p ,,NEE �813) 788-()41Xn . . ...................... . . . ..... .. ..... . .................. .............. . .... . ... ................ .... . . . .. ...... ................ No. R E V S 10 N S WWW. K I M LE Y - H 0 R N-1. C 0 V CA 000006-96 1 DATE 1`3 Y SCALE AS NOTED . . . . . . .. ........ ......... ..... ......... .. DESIGNED By HIDDEN RIVER SUBDIVISION DRAWN BY ......... ............................ . . I ...... ...... . - """HECKED BY �E H YF7-' H 11 LS DA'T"E PROJE("' NO. 0 4 -017 6 7/ ru', 0 0 Jjtif DESIGN LE N 1. ",�(NIEER: STUART,M1 '.RQG1R-S A9 Sf�;,EET NUMH-P LOPIDA veireitzm, soune-umm! F L 0 R 1 A REGI.ARA70N. NUM9ER- 24 %*1 2 z 4 f D .... ......... :o M c> E 0 60 120 SCALE AS SHOWN KEY MAP LEGEND: FF EL \74M, LOT TYPE PHASE LINE FLOW ARROW CD 3 z m C a r. a Q1 CD n., G _ sf i CD T. _Y. E O z >u sr, � U C °' i°° WETLAND "Ll' SCALE AS SHOWN PHASE I 0 M Y a .s� c C: U a 0.55 AC. ICI E e F.. a t 0 PLAN VIEW fl 50 100 t1[~ � — 1 I I DISTANCE (FEET) CROSS SECTION "D2" V>_(?T'CAL SCALE: 1" =5 i z 0 50 100 SCALE AS SHOWN WETLAND "G" PHASE PLAN VIEW R LOT 58 LOT 59 78 i- WETLAND' G" —--------- - J 74 PROP. , f _. .GRADE i 72 _....__ L% - 2,420 CY 70F FILL .. O 68 ss f EXISTING, w GRADE 64 LK- e.......... ... .. j ... so._ .. ' a 100 DISTANCE (FEET) CROSS SECTION ## J## H01'R1ZCNTAL SCALE: '" =50' VERTICAL SO•A,LE: 1- =5' :s Q ° 50 100 WETLANQ "K" 5fl _ 100 SUMPS AND . ETLANQS NORTH PHASE I ~� -� WETLAND PHASE I " SCALE AS SHOWN SCALE AS SHOWN PHASE I ,J � t r r j O �' e. e ♦ �.�r r t i ,$. ,1 NORTH , v " 7 " j WET AID H 0 50 100 6 • r` r c' a s: , WETLAND} k tii ,., „VVETLA%+IL SCALE A SHOWN ,:. �' :.. '' ..�- / ~''•• ,p F , u- i r : RETAINI G WALL v - MITIGATION NOTES: - j: PLAN VIEW 1. M-1 AND M-2 TO RECEIVE APPROXIMATELY 6" OF r MUCK FROM WETLANDS D, E, PLAN VIEW GRADE ACCORDING TO PLANS.' K AND / OR L. PLAN VIEW 74JEXISTING` sT�.... .....:. . . .w 2. MUCK MATERIAL SHALL BE TRANSLOCATED TO BUILDING 7at'LxNo . - ., .. , .:_ _, ..:,.:,_. , _. 74 THE CREATED WETLAND AREAS AS SOON AS LOT 33 LOT 32 LOT 31 LOT 30 72 tfiPLAh10 � EXtSTtNG TO REMAIN T REMAIN EXISTING POSSIBLE AFTER EXCAVATION. MUCK MATERIAL T4 ...:..:_ , . ,...,,.. ., .,.... , � ...,, :..., ,.. ...,,. ,.... , 11...:.:,. UPLAND „ s t SUFFER p 72 _.. VETtANWI �, sump- W 1TtAN}'t�'- 72 SHALL NOT BE STOCKPILED MORE THAN 30 DAYS. BUFFER T REMAIN G k TO REMAIN O 0 ... :::::.• .•.•.:::.� • ::: >.•.:•. � .•:.•:.•:.•.•:::::: J .. , ., , .. , „ ...:. , . _ _ _ ._ ._. ,..,, , _, , _., ._,,,_ . „ ,. ,..,_ _,.: ,._ _ ^_...^ .... .. . .......__,. , STOCKPILED MORE THAN 14 s� _ ,,_. 7a SILT FENCE-� TE}}tEMAN DAYS MATERIAL KEPT MOIST WITH A SOAKER CS 72 .: :� .,� 70 _ .-j---StL F1=NNCE �� Ta Z NOSE OR SIMILAR METHOD AND COVERED WITH - SILT FE CE SILT FENCE _.. t z u, TOP EL.68.fl0 TOP EL.69.00 WETLAND of - —_ � r _.... I'.. \,..t,.^. CONCRETE BLOCKS �„� ADDITIONAL SOIL MATERIAL TO PREVENT 7a SHW �.L.67.47 z �, __ +. ., -- SILT FENCE *, :::•':•:• RETAINING WALL—' _ _ _ p se .. . .. ..... .. . _ _.._. _ _ --- -- -- z GERMINATION OF UNWANTED VEGETATIVE f _ z :».a;. ... �„�:_.... ....., I �� - i= „ _ , .. .._..,_ H�V..ELfi6.&6, O - ; ..... �-�- � � � d f S�i1(�€L,6Ia.72 �Ei:&6.36- MATERIAL. IF SOIL MATERIAL IS USED AS COVER, O > , BOT EL 67.00 N.P,EL.66.01 �r BOT EL.67.00 ! -- I __ s$ _ .._ _ :.. d THIS , W sg 14 �._ S MATERIAL SHOULD BE REMOVED PRIOR TO d f f w TRANSLOCATING THE MUCK -MATERIAL TERIAL TO ��%­%­%j _.,_ . _..^_._ _,.,. .,._.,.,^........... ......_.m_ A < w EXISTING GRADE sa , _ ,. w 0 r I SANITARY MAIN PROPOSED GRADE-' -' WETLAND AREAS. .� ss ,.. _ _ ___ _ EXISTING GRADE w LA AR S,,. j j EXISTING GRADE—! .... � � � � � � „ �"�.t":Mv y, W 62 3 i i� ro ,. 1 I � � s a+aa na f _... DISTANCE FEET DISTANCE {FEET} (FEET) 100 ZaU Safi 400 50a 600 CROSS SECTION ##M" CROSS SECTION ##F## DISTANCE (FEET) HOB iZv�! � SuAl-E: =5C3 o L�,NT A 5 AI _ CROSS SECTION "E'# ERT :j•AL SCALE: -� r`....?? .: a, ;.},Lf_. ': =5 co ,j SCALE": , x .»� r �JR34 �iN 1 AL .i ^.R �. _. 50 kn $ 1. SWFWMD COMMENTS 02117/06 _ _ 03/14/06 FHG CAL.E DE , ,k ENCINEEP: AT{� 'F,-'E'l NUMBER. _ Kimle -HOn1 "S N07fE� 2. :CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15f06 _ 03117/ :FHG _...._...._...._..__"�_ ' W ETLAN Q I PACTS A wT ` fia.1 RNEPS , a r, r 'r / 7 � ( N L '1 _.._3. DEP COMMENTS 04/20/06 _.___._. 04/20/06 SPInc.�`� - and ASsoclates ; _....__.__..._....... _.. _._ .._________ ____ ______ .--- _... _. __ ..__....... _...._ __ HIDDEN RIVER S U B D N I S I O N 4. ; SWFWMD COMMENTS 04/20106 _.................. MITIGATION ATI CAN DETAILS -N �� . 04I26/06 FHG 2006 _ LE v , s ] VNFLORIDAc — __—..__.. .._...._._... ...._._.- .J :.i ^" .. .. ... • ---Y I'1__✓'t.i..•'.= .3?.. —._. _ — 4'' �y . Cis T c _ _ PHASE 1 -- ...—....... _........._....._........ _.. ........................... ........._..... _. -- _._.. __...... _ ....__ .............._._...._._.._— — � FAX — � I" ..�G 3 vP`L ;;�131 1 i4il(i �? 75tL �.. y-_r��r, ; f - , ,.. ../ L, v '�C` REt%��it'�rf�3 '_j'1,T`. — E?v 'x'7��Y'Vi,Kl.AL�i�—HOPN.f,-'O 1� CA 00`.yl�}{696 dip �=TY ..... _'_`Y`, HIL.I...5 .—L�..'•.`�.I-}�"i E 0 CD M ky C> O N 00 3 z a a .� MITIGATION AREA M- WETLAND "A" IMPACT PHASE I R is PLANTED UPLAND BUFFER , Z RESIDENTIAL LOT PHASE II i Z v = •' 106 � 74 G M-. 1 2-24"RCP EL 66 81 WETLAND "A" ................72 t100 / .✓ .� �. 3 050 1 RJLf a. _.,._,.. .. ......... x fJ .. ,,,-,—EXISTING:!GRADE -::_: .. .,..- SCALE AS SHOWN j ti>. x. ; ` SCALE AS SHOWN AREATO EXCAVATED ,�__ � / � .._�-. _�. � _ _. j % u _. _ .. j o Z 68>. r y , CY ... a�� �� ham•, i/ .. I r x < : r s 66 Ji r> a % SILT FENCE { Lip $MUCKLAYER SEE NOTE 1� 64 ..c>,s>..u. .r�.�. �<�_.. ,.,.�.'- \ , .♦ a, f > , PROPOSED GRADE Y , 62 If — SILT FENCE0 100 \ 3 ! DISTANCE FEET CROSS SECTION B \ \ \ _ I >r _' I i . a PLANTING PLAN _ NUMBER OF PLAN VIEW 3 t �rF t COMMON NAME SCIENTIFIC NAME SIZE REQUIREMENTS SPACING` EACH PLANTING leya � :z y � WAX MYRTLE MYRICA CERIFERA 3 GAL 121O.C, 87 'C � 'C \ \��a '•\' x a I r {BETWEEN EL 68.5 AND 72.0} SAND CORD GRASS SPARTiNA BAKERI 1 GAL 3' O.C. ion Z ... (BETWEEN EL 87.3 AND 68.3 ) ...:., .,_ ,. ,........, _.._. ......._ } WETLAND A �! PICKEREL WEED PONTEDERtA CORDATA 1 GAL 30' O.C. 1826 —I 74 X o J LANCE LEAF ARROWHEAD SAGITTARIA LANCIFOLIA 1 GAL 30' O.C.1826 (i 50 100 4fi SOFT RUSH JUNCUS EFFUSES 1 GAL 30' O.C. 1826 a, w PROPOSED GRADE N SCALE AS SHOWN 70 AREA TOE. ,,, , © BE FILLED 633 CY ,' t i�Y Q CYPRESS TAXODIUM DISTICHUM 15 GAL NIA 2 ` # z >r� Z s$ SILT FENCE : LAUREL OAK QUERCUS LAURIFOLIA 15 GAL NIA 4 War p $6 �`,._. EX ING GRADE x � D "A" IS r { LEGEND. 7i3 Vti, � 4k p 1 a t < \ 1. NOTES W ' " 2-24RCP EL. 66.81 a � : F ..: SPARTINA BAKERRI 1. Contractor shall install sift fencing around Wetiand prior to planting. Sift fence to be removed 62 following stabilization of the site. f 2. Plants may be installed in a random pattern to give a more natural appearance. 1.00- — y 3. All Plants shall be nursery grown stock and Florida No. 1 Grade or better, per "Grades and \\ i Standards for Nursery Plants, Parts I and ii", {State of Florida Department of Agriculture, 2nd Edition, \ JUNCUS EFFUSUS k DISTANCE (FEET) a February 19W), 10 4. All nursery grown plant material shall be free of exotic and nuisance vegetation. 5. No substitutions In plant material shall be made without written authorization from Klmley-Hom and Associates, Inc. CROSS SECTION 'rC,f�;�;r PLAN VIEW 6. Contractor shall be responsible for ensuring the survival and health of plant material for a period of / � � �° , � PONTEDERIA CORDATA two years. All dead or dying plant material shall be replaced at the contractor's expense during that H:rkZOP fAL �Cre(_ o two year period. i1t�R-:CAL SC.ALI _ r! n 7. Existing vegetation greater than 6" dbh to be left in place. WETLAND "G" WETLAND "" GPOND 3 LITTORAL ZONE PLANTING 2 SW - B (UPLAND -CUT DITCH} PHASE I PHASE I PHASE I PHASE IfPLANTING PLAN Z Z) �? f J/ .. ............................... C? YEN` i fl / ` a, 0 NUMBER OF COMMON NAME SCIENTIFIC NAME SIZE REQUIREMENTS SPACING EACH PLANTING - •, � :, wir wir SAND SOFT RUSH JUNCUS E SPARTi B SLIS 1 GAL 3' O.C. 1$795 ,l 50 100 f / \ -' 0 50 100 0 50 100 PICKERELWEED PONTE[3ERIA CORDATA 1 GAL 3 O.C. 417 179 S.F. t s SHOWN SHOWN SCALE AS SHOWN � , � � � � �; =� W W W SCALE A8 � t `<; x. ` SCALE AS C5 J \ : \i.., }� W w W W >V' "PRESERVATION BOUNDARY: NO CONSTRUCTION OR ACTIVITY BEYOND THIS BOUNDARY WITHOUT PRIOR APPROVAL FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT M LIMITS PF DISTRICT." 7a _�..--1— SW= PLAN VIEW PLAN VIEW ... , ,,. R R R R f I _ 7$ HANDRAIL c _ LOT 195 LOT 196 LOT 197 LOT 202 LOT 203 LOT 204 _._ 76 ... i 76 I ___..__._............... .. _... BOARDWALK PROP. ,.,,.I.I „ PROP. I r WETLAND "E" r GRADE I WETLAND "D" r GRADE -- - z 72 . _.. BOARDWALK DETAIL — — __._______ _ _ _._.__I_.,.,.art _........ (SEE SHEET 26G) r , r _ _ 88 C 90 CY Z 7D 3, FILLY I I 2 p C9'L J w EL H 25 -� I _... _ -r — _,t. .,.. ,,... SIGN DEVIL { __.,..L .EXISTING i _.N:s:_._._...__._.. w 68 P T . EXISTING GRADE Zp i _ 68 C? I GRADE66 I.., k� POST .,,.� .. ._.,.:... } . M ` w 64 'EXISTING w Note: GRADE 1. Contractor to construct and install wetland preserve signs 64 $4 _ at the perimeter of all wetland buffers, including buffers $2 s I E F I ¢ i. adjacent to mitigation areas (200' on Center adjacent to W 62 ... _ .r.:. _ _„ !w_ _._..,_._., 62 r..,--- _§,. !,. .. _ residential bats) 0 75,,,. r DISTANCE (FEET) - I I „_. t ,..,. , ., ,,. ,i 2. Sign to be safe yellow lettering on dark green {Pantone .., .. �..,.. .. , 355C} background. f " i , Font to be Modern Block Bold. Sign to be thick anodized 58 58 " CROSS SECTION "A" 0 100 0 100 aluminum connected to a 3"x3" extruded aluminum post -IO�12.0:NTAL - k"A E: ': " =`;4�' DISTANCE (FEET) DISTANCE (FEET) ) 9a wall), attached with 2 - galvanized screws. VER`ICAL S A_[: 1" =5' CROSS SECTION "J" CROSS SECTION "J" Y=Y HQI? Luti1AL SCALE: 1 • =50' -4E ?IZONTAL S;..ALE-< =50' V�.RT`CAL SEAL 1 -5' VE$�` SCALE: 1=5' 44 t .. 9 1. ° SWFWMD COMMENTS 02/17/06 03/14/06 FHG SCALD � c> SEGti Er c :r�i R: Klmle Hari AS NOTED�.. __ V!/ETLAN D IMPACTS AND S � �. M. IRO G `-�� SHEET NUIVIMBER 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03/17/06 FHG 3. DEP COMMENTS 04/20/06 04/20/06 SP ... .............n� t1�OCI�S, Inc. \ �� ``% L` I'_.......--._......_............._.....................----................_._...........__._..................._.........................._......._ _ ._. — 4. SWFWMD COMMENTS 04/20/06 04/25/0 FHG HIDDEN FIVER SUBDIVISION MITIGATION DETAILS FLORIDA ����Y���`�� �''R���� 26B A "L^ 4 f\� L�i 4.J ,F'j Il;iv;LE.Y __i.t,t'?Pv fi�1:.✓ Av.�O�..I A E5, I:d,..,. E,:;�f,t�dl` '?'( F<C\ Nl) - _ PHONE_ �- I 4 9_ ____._ _ PHASE 1 & 2 v( l v''i'`It'�.ii� S SATE "` �`dWW.KiM.,.._ 0R'�,�.0M A, 00-0:i0696 SMR O f !` . _S _ R D � � � � rL 0 DECKING SCREWS THROUGHOUT, UNLESS NOTED OTHERWISE E WHERE STANCHIONS ARE CUT INTO '"HE DECKIN(j', IHERE SHALL BE NO OVERCUITTING OF DECK MATERIAL. NOTE: BARK SIDE UP 11 SECTION A —A � � � � 2xO DEC RIP DECI !NTER|0R � 5PL|NTEF CL o � a / � � v � ~ ^ r o � � � / � � 8 STRUCTU�AL FF BELOW; DASH[ � FOR CLARITY � Q � � �n /w � STA�FNAILS TO PREVEN T NT rn.,,n=p cr�.urro . 1`-_' —r N! A| | | K] _` r` \ 7-7-[-r`k | 2X6 D[CK|N� ./2' epou)ng, typ, A � PROVIDE' HANDRAIL AT ALL �AMPS WXT� SLOPE GREATER _TA 7- A| i SCA[L 1/9" HANDRAIL -- 'WHERE INDICATED ON PLAN 2x6 �� od�t U � w/ 1/2".0 bolts. butt roUu at alternate stanchions ~ 4x8 ytonchion -secure to exteror ioist vv two 1/2^Othm — 43 cross beam each, side or piling meCto plle . L-wo,J/4'a �hru bolts �� 4' gag* each way 48 Joists (4 total) oqum/y opnoon 40 solid h|kg o,ver oross bmy, of, ands of ��oh:r 8^0 timber 2X5 X BRAC G WHERE RE |RED 3L(I'U1RL KJ P|UNC 3/4'w lHRU B0LT3. TYP�; �RONDE S0UD � � 1/2^ TOP RAL5 AND STANCH|ON SEE 12^0 CARRIAGE 3OLT �� 2'-O^ OCTHROUGH |NTERMED|A"TE RAIL |NT[�WED�TE RAIL AND CARRIAGE BOLT,- SEE TYPICAL 5[UK')N 'A R' / ! 7- int ediate ra 48 cross bonm each Side oi Pilling -soosre,�n pile w/ t�o hru b:| �/4� ttl KAl 2X6 ^"°,,,,".` ","^�� ,. ists W/1/4" SPACING AL._Rr°'E o'xnu`/vnaZa bevel cnd sund leading edae it stanchions 100 - - 2X6 DECYING TYP, � / secure exterior �^ 5PAC|NG , , 1/�4 � top of deck |l�'w two ^ /2^0 y,Y elev. /30 Uhrubolts @4 oge 4x8 crnsn boom1 P 1 each side of piling -soclursto pile w/ two J/4,0 "hru bo{to 0)4^ �U gage eachway X-BRAC|NG; RNE0U|RED ��. WHEN DECK ELEkAT,0N < EXCEEDS 6'-0~ AG0YE >| FINISHED RADE | } | ! | | lz ,,~--mxistg groda * refer to nuUn ropmt for minimum a��'g grade piing . -,. / \1 I ----------- ..................... . ....... . 7, 44028,357 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03117106 FHG Kirnley-Horn NOTED EESSIGNIE-D BY W.. ETLAN D I M PACTS AN D AO -LORIDA REGISTRATION NUMBER: 4. SWFWMD COMMENTS 04120/06 W25106 FHG HIDDEN RIVER SUBDIVISION - . . . . .. ....... .. ........... .... 2006 KIML.FY—HORN AND ASSOCIATFS, INC. MITIGATION DETAILS 26C DRAWN BY BY I E Y. 9 T /7STA 11+88.3E3 16 R TW RIM 772A48 ki ic:o+ � I IT gzc ltd'%/C:DT ni IT 90 7A A-2900 .2 0% RIM 72.51 RIM 73.72 LF .15!,A,720.00 9,.10 RIM 71.11 INVERT IN 65.44 INVERT IN 67.02 INVERT OUT 68.30 A. 11 1 W INVERT VU1 65.44 MOM Imm- "m ow go W-0 C) Lo Lo . , go, -RE ow .. . ... .... . I INLET ---- - -------. . . ........ . LL u- +99.36 (15. R) 1 '1.00 INVERT IN 68.1.5, ............ . ....... . ........... . . IOU i% ANVERT 1,467.94 CO INVERT JNVE OUT 67.85 ..... ................. .... .Clq 777 .4, - INVERT OUT 67.02 400 DAWSON CHASE DF;Uva--"'- LF- SLOPE0,450/1", 8"P—vC, 21di . ..... . ..... . . z .V—v v — v — v v — v v — v v V ! v 8 77T7 C, i-TJ MH-02 Tj L —:S'MTAI I' -7' -T-t- -T 1 8,24 16 w.[J I STA 12+19.6'4, RIM 72A MH-Ll 5TA 1U+04.92 z RIM'73.46,"' ow 0 INVERT OUT,t0J,6- ow r-- Cv Y- z C 7 U 3K 0 G s c Qi E Y _ t x t1 i c; c G: Ci VE Q Z C G c a.: MATCH LINE (SHEET 29) PAWSON CHASE DRIVE AND MOULDEN HOLLOW DRIVE HORIZONTAL SCALE 1" = W OD u) rig ;u Cq 1 u .- _...,, _..,.., _ w. _,._ 80 i t ; . u'! '7 W 0.1%o } ...,..vay. ,.,,,, ........ _•.� ... .. .«,,,, .,, ...„.:...w .,....... ,.v,. .,.. .......:..,. v..., a _ _ ...,..w .. ., .. .. .,.,,., ,,, .-, ,., ...v v.,......., .-.,. ,,.«, «., .:,... .. ,,...,.. _ ..-.. .. ,..,... ..... . <, ...,,.. ,.,.., .,<.,.. .. .:..., ..,,„ ,: ,....,... ... .v .. ,. ,. ..... ,v .. ,.. ,...., ...,,,. .., „......,,...,.., .,, .,. ,.. .. ,. ..,. ........, ,. ,..., „ ,,......,. _......, .,...,.,.,,. .... .,..,..,v,..w....,.,. 4 ,,,. e..:.,. ,,..,v-.vv,.: ,.... .,.v ,,..'.. v,. _, ,....w. v. .....: ,,<. ..,,. ,, .. ,.>..,... , ..,...,, .,... ....,.. «. ... ... .:.. „ ,, .... .... ... .... ....... , ..v..:, «�M ,.... .... ............. ........ of ..:... .,-,, ......< ..........,,.,. ,., .. v,.. ,..,v.,w.,..w ....,, ,,..,,, .....,.. ,.... ., .. .,.. ,..: :..., , f 03 5 !Y ,......,,. ..,. x 72 p WATTE> 70 ,:... _ Frt ;,_. _ . - ----- .,. . M. ..w.., 6" F.M. _ i f3 E68 18 MIN CLEARANCE T _66 ` t .,.........:.. ..... .. ........ ...... .. ., ............ .:...e ,_. ,.., .. ..,... ,.,:..........:. .. .,,, ..,.,.. .. .�",... ,,,. .. > . vc .. ::. v... .v..,:,...v>,. w... v. ..... ......... < ..v.....v,,....w ....,.... .. :.� F F"' wG x.+ FaC . +� Y D f 64 f F r may. Y.< v� ,i a' h� .e62 ,. ,.,a, :.. .. zj u� V i } W .. 56 to to rt. a rn m- i Nl :f 0 LO tli;Cf`�i 04 w M 00 C 00 cv) .7M i� <1•, cNi T �' tVif tCt � �. P t� � 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23= v m a N T? 'C7 'J 4'> Ci. U V C DAWSON CHASE DRIVE AND MQULDEN HOLLOW DRIVE s HORIZONTAL SCALE: 1" = 50 R < VERTICAL SCALE: 1" = 5' s :WAY ZINGS r gf t s� z 0.... f 'L�r Ott? .> , _a' ,,.M :z 1. E SWFWM© COMMENTS 02/17/06 03/14/06 FHG SCA, iE��U� E, G E '' U -.. ATE C;1+L- `�l�'vIBER 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15/06 03/17/06 FHG Kimley"Now :.._...__....._A N EL j YJ i� � r _ _.___.._-._..-._.---......_.._.__..._..---._..._...._......_._............._.__...._......__.............................._....._...._. __ __ G r PLAN AND PROFILE C. DESIGN-C. d t a r 3. DEP COMMENTS 04/20/06 04/20/06 SP � C'�i1CI ASSt�GI���'S ., �' 11_7 ;' t.) � � HIDDEN RIVER SUBDIVISION M ....... - - _ __—_ -- ...... - -- ---- ....... -------- _ ....— __ ._.._._..... -- - —...-- --- ---... .. _........._......._._ .-___.._. n SP r _U FDA ??E�� T . $4? 't NUMBER: 4. SWFWMC COMMENTS 04l20106 ' 04l25It�'i FHG _ , , -- _....-------- T C h "' 1• : f` ---}- ��; ZuC., h. ��,.: P.,,R:� �}�i:, A.�5,1.„n:E:�, INC. t.}�ANPd ~3. ;,, --_______..._.___................ _._..................___ _____ ___ 5�44 9T}-, STREET, ZEPHYR'',ELS FLORIDA 33542 � PROJECT NO.(DAWSON CHASE DRIV ) , yr.E �! r y PH0N '81 �� 788-0400 AX (813 j 782-4'9'78 �., Eu E Y ..---_.._..... j �/ ['` '7 (�['� ` S �{(� �j (''' J r h; %t.-'i i;�` r? '� r�; C, No. — —R V!Sl0NS DATE B I �tt�JYe. Ci: p SMR CI 1 1 vE L_L._E' ' 1 # f t' ! E?.._......S I t_��I{�� PA A 2 8 �� �E Y t = A \69.5 47+7 STA 74+14.91 00 , r r 0 , OP.-- \ RIMco INVERT IN 64.10 , r N INVERT, OWT 64.00 d r l � - \\ W MH19 / -' .-\ v =' .,� .r t �i .: '/ •',,-- 'i, � ---,TATA 47+ 69,57 `, \ Is wl RIM 70.50 { \ / i i w..Y t .A `t IN vERT IN 62.851 , , 1 ' I1�VERfIN,162',87 0 -1 l r l y MVE T�QUT 62 87 , ...:: / / i.��w _= t_ � _ 3 a. ' k � a � .. i ! r- Q - -'�%"" `. ,, '•. • `; , '-rl��t_ir�_a�-�iE047 ;rrwr~trir t�#' i Cl- F7 t I , - I ,t t \ \, 1 i I m. z i,li - 27 f $TA 41+87.87 16 R , , �. FOR 76.Q8 �'75 000�\ \ ; t� t— 2A LF i ( t I ► Mtf16 ( I I ` / p \ - / / ' 1 II�fV OUT 27 ` \t �, i A i i tx d.2(l% ...�_ 1- F5 I' I t STA 37+62. 50 R 31 Q, \ 5" A ORM + 1 -2Q T RIM 71.64 1 ERT �e- ti \ csy t 0.20 fo 34 LF 1 Al " '�, �� � STA 39 08.71 'I�i R INVERT IN 6IT4 r<. 15 A-20r 0 STJ I -i-- 0.2b°/ - —j - EOP 71. I 1 I 61.42 " OiTC �E� OUT 6� 2INVERT Cl- F$ I I —E LAIA " \ - STA 4 7.86 (16 L C - ` ' rf ,- ,, l ` \.. ' • � ' ` a: l ` r' � / "E 70.08 .. _...� - .......... v l f .r .F...--E-0.4,/e-8 Pv ._ INERT IN 67.210 ° IN OU7 6 6 i , 30 400 ............. r •'F 238 LIH 17 @ STA. 4 rINVERT IN 30 A-2000 STORM RIM 70.28 f 1 I f I i I , INVERT OUT, 6�62 I KEY MAP MOULDEN HOLLOW. DRIVE NTS HORIZONTAL SCALE V = 50' tea=t. �s EOP 70.99. I f l I INVERT OUT 68 04 I { i i I f I I HiUON 3 v Ll. Z Q. N z 0 v C za c v Cu c a: y fl O ll a: O F W 0 T A a a00 C W y wR 0 a to G7 Q E w 2 T 4v J L" G fi Q a G 3 a C {7 .G N O S O 4= 3 c G a u L 3 �v -a c a 0 a. c:. T .......... . 78 c + _ w 76 � �E W it 74 .:,.fin' �..Y�....� 4" WATER MAIN MOULDEN HOLLOW DRIVE DRIVE HORIZONTAL SCALE 1" = W W58 + 22 56+43.6004 ,. u�STA ti „ C�0 G} N �: m � 100, l C .v W W C W N W i a rn C L3+ W -0 c a C 0 G a L 3 c v E U 0 a 3- 1. SWFWMD COMMENTS 02117106 2. 1 CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03/15106 3. DEP COMMENTS O4/20106 f 4. 1 SWFWMD COMMENTS O4/20/06 56+00 �,s + C �ii�1Ti-Af:4*A MlI�1 cn .... _._ w_ ... _ _ ._ _........ _ _,,..._ _.._......_.., + + ._ ...,.._ .. ,, w .:...... __..,_. _.,. _.�. ...... u. ....... ... t� ,.... 1�6 .. ,�... .,._._ ......XV1 _-.... U3 "�fl€CV �C�i C s cat C):r• i <%• �,1. C 53+00 52+00 51� MOULDEN HOLLOW DRIVE DRIVE HORIZONTAL SCALE: 1" = 59 VERTICAL SCALE: 1" = 5' 03/14/06 FHG SALE {3311710s FHG Kimley-Horn � s r��T? -----------------.- 'DES!GE%l rev .... ..cts _SP._. - and Associates, Inc. _....._._ p HIDDEN RIVER SUBDIVISION 04/25106 FHG --,, y — (;' 2u'06 KIML—E t' 4-10R!'' AN ASSOCIATES, INC, ?F1AV'd•."J By PHONL 8' ) 782-4978 A :1 = ''/ '- 3 ? C O ^� r;:0069 _IWEr � r" 1 (' � _ � k is D .T. Y ° ��. :_:.. c .�. ,. �A �Jc .f..a �!v � U �1�Y �� ZEPH l -RH: LL-S 0)A N W TW i U) KEY MAP NTS `` PLAN AND PROFILE ._._...................... 0 J(DAWSON CHASE DRIVE) 049767000 F O,D s:. .?0 C f .JL z � 6i G C No. �x O mi 10 w oc co co D z LYTTON HALL DRIVE HORIZONTAL SCALE 1"= 5Y IF or 6 z E 6 J :.z El .......... -T i E 71: m I Is I v i7 3 1NVESTWATE BEFORE YOU a EXCAVATE 3 Sunshine State One Call 1-800-432-4770 / ■ E u e. N N C G L: O: Q 'C C O C t C T c Y. O A SS O 7 D L 9 CD v w o-w a rw a-w v-w t *w O+w U+W lii+UU 11++W 1Z+00 13+00 14+00 15+00 16- M 17+00 18+00 19+00 20+00 1. SWFWMD COMMENTS 02/17/06 { 03/14i06 FHG ?. DA*TE ?E:SI,�1� , ts( EF' H T " UfABER 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS =15106 K[m � orn A ' NO'El" E_} 43f1 T106 FHG BY 4 R+G1AD3. DEP COMMENTS O4/20t06 i 04f20106 SPand Associates, Inc, DESIG ;-�' 4. SWFWMD COMMENTS O412010 ' 04125M FHG =_- H I DDE N R I V ER S U B D I V I I NCHANCEY �j 3� n" _ .. ............_._....._..._ 1 KI, r r�DRAWNBY 4L. n • p 5,54 91 � S T R�r_ Lr Y : r ._:. � ',i5 ?2 �� EXISTING / ROAD IMPROVEMENTS PHONE' " 3) iL' :} - iY " z `RL—Vic?%r^ CHECKED f-• 497 -; r- 0 1' `� of . g_, g :47 Na= J'Si Na iJ ATE ?Y` CA 0000 �� `�L DA :`a E E 0 Q% 1� �t a 0 6, G es 31 c c Q L :t T< 0 6 £2. 59 R/W t Ve 22' I 8' -� qF 2, I (2) 11' LANES _ ,. i.,,..- 2+ � SIDEWALK 1"1/4" TYPE 81 _3 6" LBRIOO 10, LBR100 10,00 10,15 2.0% 2.U°I � 2.0% STRUCTURAL NO. DESIGN SPEED: 30 MPH 0.x 2" TYPE ` 008 0.18 x6"LR�LBR100 =1.08 TYPICAL 54' RNV CROSS-SECTION 18 ,l 0.08 x IT LR @ LBR100 = 0.80 TYRE SOARS \� SN = 2.76 PAVING NOTES. 1. EXCAVATION, PAVING, :AND GRADING WORK SHALL BE IN CONFORMANCE WITH F.D.O. T. STANDARD SECIFICATI ON FOR ROAD AND BRIDGE CONSTRUCTION. 2. ASPHALTIC CONCRETE SURFACE COURSE TO BE F.D,O.T. TYPE S-1, UNLESS OTHERWISE SPECIFIED. 3. LIMEROCK BASE TO BE COMPACTED TO 98 a OF MAXIMUM DENSITY ACCORDING TO AASHTO T-180, 4, STABILIZED SUBGRADE TO BE COMPACTED TO 95% OF MAXIMUM DENSITY ACCORDING TO AASHTO T-180. #5 Bars at o' centers --- _. .. - _ i.1 - -- -_ 15 Ear T - jIl 1 .. �: �\ #5 Bars on f E 2' Centers ' I•s T#5 Ears r 3 E>nfiers 'I -J aECTION B-B 3/4' :hamFer I Beam For Type stope .hroat Y'0,. s^ ro,_,! a€•grroent witP: tgutter pump i I314'ch��fer 1 1 ii & I1 insets IL Pav'eT'+e1'Yt f i, Top r ullgnrn.ent Iskkwatk J Et, i0,35 EL :O.-P, / t ur'oCe 1 r _ - v 9.44 Finished pave^IenL to b. :kip 1- 1 1/4' above o curb ---- 6". 2' 6' Or P, C. 0 MITE= Elevations giver, q=_c)• > are exafnp es t I Grout IK Construct Ch.^.nnel at Invert; aF pipe to proV;-le through the of water nfet IR If thl r,"5"1-In-PtaCe: wwls sisal€ be 6' :k t ii / \ reinforced per 3T InOex 213.� ... 1 -- x if preeast, signed/seated/shoo dmwin{j5 5h.0.11 be «A . Cris SUDMitted o approva€ prior to 0...-_n.:nt o' -� ..---- !._... " structure. SECTION A -A it Oil inside anti c tslde brick Tea€€S "., be D'.: ,terel} R1th 112' of IE2 cement "star. STANDARD INLET TYPE 1 & 2 N.T,S. ' U O "J UJ 1. 1 SWFWMD COMMENTS 02117/06 -_... ...__ ... _............._....__ 2. CITY OF ZEPHYRHILLS SITE PLAN REVIEW COMMENTS 03115/06 ._.._........_....___-_ _ _.. 3. DEP COMMENTS 04/20/06 _........._..._..__� _...... ...... _._.._ -- - 4. SWFWMD COMMENTS 04/20/06 314" R A 3'-4" I A 3 - 3/8" d. EQUALLY TYPICAL PLAN GRATE EL. B CREST EL. C _TJJ4R:I 11AfffI1 1. BAFFLE TO BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE. 2. SKIMMER TO BE FABRICATED FROM 3/8" SHEET ALUMINUM. ORIFICE (D INCH) PVC EL. E BOTTOM OF SKIMMER EL. F to ,m r 1 `+R LITTORAL SHELF BOTTOM - NV EL G ����� ��� CONCRETE PAD STRAIGHT BARS 2 " x 1" RETICULINE BARS 1" x" x..y_ BANDS 2" X" SECTION ,-A APPROXIMATE WEIGHT 104 IbS. _... ..- E . A`.. 'i L�;. r� P��r�X. I � %� C.S.Nita I A B ........... . _ - -- C D F i G: rti_:,::�,�#�,LNDEC I:'� 1_...E L - Cl/LEA€..! = 8 PIPE 3 1 18" 71.0f168.50I 1.75" 167.25166.75 67.0 } f f - 4" r s� WALL OUTFALL CONTROL STRUCTURE DETAIL F.D.O.T TYPE C INLET INDEX #232 NTS ------- -------.._ _......... i' 3/4" R E I> > r t it p. p t> I IMIAIMI CURB NTS 3,-0" 1 2" %'7'�4t R 1 - - 1 (1 /4„ (': # P:.) A.C.SJ C, (TYP.) es _ _ 6' BASE ~ I "¢ I a 6 BASE 8" STABILIZED SUBBASE 3' VALLEY GUTTER u! RB CE 1AIL.S) SCALE: NONE 3"-4" EL. F A 3 - 3/8" d. EQUALLY TYPICAL GRATE EL. B -- .......... ..... _... - ...... _ ---------------- _ _.. .................... ....... ti )! SPIGOT ON INLET SECTION ! KLL QN Qirtt.EFC":xON !. f (OUTLET SECTION s . ) ( T '� L"YL?NGRR eSf.Al.� CR 5TR=VC43? 3'ilit -....f tf I aPTI AL sass ' j (It E art I 50- -. 1. 3 t t J2' R I I GENERAL NOTES } PLAN TLC I E .._._..._...-.a TO THAT 1 I. FLARED END SECTIONS St'VU CtNIFORM THE RE;DIIREVETNTS 0£ ASTM C-76 WITH THE EXCEPTION DIMENSIONS AND REINFORCE- MM COMPRESSIVE STRENGTH OF CONCRETE SHALL tE 4000 PS, SHOP DRAWiNCS FOR FLARED END SECTIONS HAVIHC DIMENSIDNS : O I OPTIONAL SHAPE OTHER THAN ABOVE MUST BE SUSMffrtD FOR APPROVAL TO THE STATE DRAINAGE ENGINEER. ------------ - 2. CONNECTIONS BETWEEN THE FLARED END SECTION AND THE PIPE CULVERT MAY BE ANY OF THE FOLLOWINO TYPES UNLESS OTHERWISE SHOWN ON THE PLANS. I 7:OPTIONAL j A. °'6INTS MEET11C THE REQUIREMENTS OF SECTION 941-1:5 OF THE STANDARD SPECIFOCAW*S (O-RING GASKET) . I FLARED END SECTION ONT OI�NSIONS AND TOLERANCES SHALL DE Ix-NTIeAL OR COMPATIBLE TO THOSE USED in . _. THE PIPE CT$VERT JOINT, WHEN PIPE CULVERT AM FLARED END SECTION MANUFACTURERS ARE DIFFERENT . THE SHOWE ONLY COMPATIBILITY OF JOINT DESIGNS SHALL BE CERTIFIED TO BY THE MANUFACTURIER OF THE FLARED ENOSECTIONS, a t if2" R 8. JOINTS SEALED WITH � PLASTIC Q*AETS, T # THE GASKET$ SHALL MEET THE REQUIREMENTS OF SECTION 942-2 OF THE STANDARD SPECIFICATIONS AND THE MWIAUM SIZES FOR GASKETS SHALL BE AS THAT SPECIFIED Flit EQUIVALENT SIZES OF ELLIPTICAL. PIPE, C. REINFORCED CONCRETE CKETS, AS DETALED ON THIS DRAWING. H P COST OF THE REINFORCED MCRETE JACKU TO BE :NMUDED N THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION. I ( T� WALL r WHEN NONI-COATED CORRUGATED META. PIPE IS CALLED FOR IN THE PLANS, THE PILE SHALL BE BITUMINOUS COATED IN THE 2 /4 QARS WV1 ;igtNSETED AREA AS SPECIFIED ON iNDEX NO. 280. 61 UM INOUS COAINC 'RI BE 11 CLUDED IN THE CONTRACT UK' PRICE SLEC I ION AA . STRAIGHT FLARE MK . FTNt THE PIPE CULVERT, SECTION QE3 3. TOE WALLS SHALL K CONSTRUCTED WHEN SHOWN ON THE PLANS OR AT LOCATIONS DESIONATED SY THE ENGARE£R. TOE WALS ARE EWITH CLASS - FOR TRACT Utz? FREE FY#t CLASS - CC#:ti'`RREiE A p r� (� r 24" FOR III' TO 72' �3_t-t(\ELl ENl! JECTiON {�jW�LLANEOUS)CY REI#FORCYNC STEEL TO INCLUDED IiCOST OF TOEN�� t2' FOR 15" F4 24" E 4, ON SKEWED PIPE CULVERTS THE FLARED END SECTIONS SHALL BE PLACED IN LINE WITH THE PIPE CULVERT. SIDE SLOPES SHALL. I---C My WIRE MESH ARRMIGEME'HT WHCH PROVIDES i E WARPED AS REOMNR£D TO FIT THE FLARED END SECTIONS, I x. 0.125 SQUARE INCITES OF STEEL AREA PER LINEAR I FOOT BOTH *05 MAY VE USED, PROVIDED THE 5, FLARED ENO SECT" TO BE PAID FOR Ut�ER THE CONTRACT UNIT MICE FOR FLARED END SECTION (CC#+iCRr O, EAM SODDING WIRES ART SPACED A MINIMUM OF 2" AND/OR SHALL. LTE IN ACCORDANCE WITH INDEX 40. 281, AND WND FOR UNDER THE CONTRACT UNIT PRCE FG3Tt SODDING, Sy, I A MAXIMUM OF 8" ON CENTERS. I I PIPE i FLARED i DES#GN NOTES (CONCRETE PIPE SIIO > END # t t. FLARED END SECTIONS AM INTENDED FOR USE OUTSIDE THE CLEAR ZONE ON MEDIAN DRNN AHD CROSS DRAM INSTALLATION. EXCEPT THAT FLARED END SECTIONS FOR PIPE SIZES 12' AND 15" ARE PERMITTED WITHIN THE CLEAR ZONE, WHEN THE SLOPE INTERSECTION PERMITS, THESE FLARED t I END SECTIONS WAY BE LOCATED WITH THE CULART OPENING AS CLOSE AS 8 BEYOND THE OUTSIDE EDGE OF THE SHOULDER, I - ? x ' FLARED END SECTIONS ARE NOT INTENDED FOR SITE TRAIN INSTALLATIONS REINFORCED CONCRETE JACKETS SHALL 8E USED AT ALL LOCATIONS WHERE FIIsi VELOCITIES AND/OR HIGHLY EROSIVE SOILS MAY CAUSE Or.)O 1TINO. THESE LOCATIONS ARE TO BE SHOWN ON THE PLANS . SECT IOC C C 3 THE ME WALLS SHALL K USED RDITCH 'TION WOULD R` ATED VE-OCITY OF DISCHARGE AND SOL TYPE ARE SUCH THAT �DITCHSIVE MPAVEMENT F.E�NT END VIEW TOE WALLS ARE NOT REOLIRED WHERE PAVIS PROVIDED, ExC£PT WHEN DTSJQINTING WOULD OCCUR IF SHOULD FAIL,, REINFORCED CONCRETE JACKET DETAIL s FLARED END SECTION (F.D.O.T. INDEX NO, 270 # :\ � I BAFFLE DETAIL 1. BAFFLE TO BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE. 2. SKIMMER TO BE FABRICATED FROM 3/8" 1 SHEET ALUMINUM. ORIFICE (C INCH) PVC EL. D M M Co BOTTOM OF SKIMMER EL. E �n A- SECTION A -A RE€:.OMMEN � ..I.) l�.�AX. PI--t Z 3' WALL - 241' PE CONCRETE PAD STRAIGHT BARS 2" x 4" j RETICULINE GARS 1" X 18" BANDS 2" x 4" I APPROXIMATE WEIGHT 104 tbs. I C.S. Not.: -..-.._..."_ 4 5 -8 A-- B C .._.._.. 122" 165.30 6 0" 122" 167.35 2 25" 122" 167 40 1.50" D E . 64 5 ;64.00 66.88.66.38 66.72 66.22 E_ F 64 25 fib 0 65.501 14 - ._._15_ - " 74.7 36 5 36" 73.W. ..-.... 74.2 rJ.7 - 73.30I73.t30 I 4 : .{}� OUTFALL CONTROL STRUCTURE DETAIL F.D.O.T TYPE C INLET INDEX #232 NTS 03/14/06 : FHG Kimley-Horn and Associates, Inc, f--, r ZI:;;iI~ KIM y-'t10RN AN:i A350CIA;�S, irC, F: 7 3=4 a I ,:F;. , 7rFv'II...t..� IAA ,��.4.2 :�1t1W.✓IML1-HORN,COM-1 CA 0000i 696 S:CA _E AS DOTED _.. . ?E IC ECtY �P HIDDEN RIVER SUBDIVISION L i ! w � Y>' I I .� 03/17/06 -__.__ FHG 0`�125!�..._._.. FH 04/25ti#6 FHG _-.... I I %4.jii �'r SP c, .t}l r T ✓A - ��, £MA. T SO �S BELL �T 8 C D [ P � R t R a f{A7 WEa HT (L@5.} H T3� WAi,i. CiASS CflNC T' 2" 0.07 3 4 2'-Cr 4' 8 a -O t t • 3 F4' .QB ts^ a D:QT 2 s 2'-s" 3,-tD a I" x'-s•= a4 a t3• s Teo ta• .aT t8" 2 . 7 2 9' 3'-;0: Li t" 3-0 = 9 t5 t2" 4" 990 t5" .at at' 4 Q:07 Z 3'-2" &-T" 3-fi 3T L t3" 4" t280 t5" :t2 24 0,07 2 9 3'-7 4'-0S3Ffi fa417 sD.tsS z4'-0"4-Lt sNs"tiat93Q ��•.ts 3Q30.lAS 34•_g7" 11-411 i8f5•219Q 2f" ,44 a 0.t48-35`-3 6 -0 47 2. a0" S 4tQ0 aT" .2S 42 4 f -9 5-3 2'-Tt 8 a 8-6 5 27 " 5 24 ,34 4tl" 5' O.FaB 8'-D' 2'-2" T-Q" 29 2a' .39 54' 5 0.374 4 S'-5' 2'-T t 1'-8' 3 24'.4a &3" 8' Q.T74 5" a'-8" 5'-0" 3'-3" - • L?'-Q" 7 36 24" $ 8750 24" .4+1 & 0.274 5 ti'-8 t -B S'-3" 8'- • 74" 36 a4" T fU&X3. 24" ,aT T2 T Q_L74 t'-S" tO -3 44 7 FaSaQ 24 .50 CREST - T.O.B. EL."A" I F.L.EL.13" - L� FRONT VIEW SKIMMER RETENTION SIDE EL, = 6,00 EL."( �4 POND STM, 6x6xW1.4xW1.4 WWF ALUM. SKIMMER B°OT.EL"E" 12" I - TS& TOB EL. A" 6x6XW1.4XW1A WWF-' Ow SIDE VIEW v INVESTIGATE aEFORE YOU EXCAVATE: tJ t � Sunshine State Q One Call j"� 1-800-432-4770 TOLL FRET` 1 / o. ;, 0 • 1 :.--... STIFFENER - 6" ALUM. STIFFENER 112 1/22 �....-ALUMINUM ALUMINUM SKIMMER SKIMMER SKIMMER DETAIL 1 SKIMMER DETAIL 2 1. SKIMMER TO BE CONSTRUCTED ON RETENTION SIDE OF STRUCTURE, 2. SKIMMER TO BE FABRICATED FROM 318" SHEET ALUMINUM. ;,REST F.L.EL."W OUTFALL SIDE SPREADER SWALE EL "F" RIPRAP a CONTROL STR. NO. TOP ELEV. CREST ELEV. CREST W�}TH BOTTOM SKIMMER SWALE ELEV. POND BOT. ORIFICE ELEV 0 AA. ABA AC. "E. .r .w H. .D. 1 71.00 70.00 84.00' 69.60 $8.00 68.90 2 71.50 70.60 72.00" 70.10 68,00 69" 6 68:0D 67,50 120.00" 67.00 66.36 67.00 7 8T 50 86.89 12n.fxO' 68 6$.01 88 T5 9 69.00 68.26 120.W 69,97 66°00 68.00 10 89.0fl ...-.... 68.26 ... 1Riv 69.97 68.00 68.00 11 69.00 68.26 ..._..._ 120 69.97 ...... $8.00 _..... 68.00 ................... - 12 __...............- 70.00 68.60 f6000" _.._............. 66.00 $$,68 -_. -- 13$,01 --------------- _- 68,01 3" 13 6$.00 68.28 120 OWO' 67.76 6800 _. _......... 66.00 ....... _ - ----------------------- OUTFALL CONTROL STRUCTURE NTS 20° OPTIONAL POST POSITION POST (OPTIONS: 2"x4" OR... (VERTICAL) PRINCIPLE POST POSITION 2.5"MIN.DIA.WOOD; STEEL 1.33 LBS./FT. MIN.) 6' MAX. --- FILTER FABRIC (IN (CANTED 20" TOWARD FLOW) CONFORMANCE WITH FILTER FABRIC p - SEC.985 FDOT SPEC.) "L_FLOW A oa M AV zf. ELEVATION SECIOh: TYPE III SILT FENCE 20' POST {OPTIONS: 2"x4" OR II 2.5"MIN.DIA.WpOD: STEEL OPTIONAL POST POSITION 1.33 L$S./FT. MIN.} 10, MAX. -- (VERTICAL) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) POULTRY MESH OR I POULTRY MESH {20 GA.MIN,) TYPE A FENCE FABRIC OR TYPE A FENCE FABRIC (INDEX NO.452 & SEC.966 FILTER FABRIC 1 I 'k FDOT SPEC.) �I 3 FILTER FABRIC QN 0 '�" CONFORMANCE W,P 511,,,T�_•FLOW SEC,985 FDOT SPED) !fS n ELEVATION SECTION TYPE IV SILT FENCE DC NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE: TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. NOTES: -For additional information and details, see F.D.O.T, Index No.102. -Unless specified, hay barriers may be used in lieu of silt fences. -Additional posts and rails may be necessary to secure and support barriers. -Additonal fence lengths may be required by the County Engineer or by regulatory agencies. I SILT FENCE R _ ......... ......_....._._.......................... _ _.._....._.._ 3 F OE 13 `E�1Li4E R L r. .T NUMBER GENERAL DETAILS X �- I : :� I I Rlb , Ire Tl`1N t MIL ER. .. 48 O E. C. AND SECTIONS :.� a. �rrr