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HomeMy WebLinkAbout2205 W Seminole Blvd; 18-3755; FIRE HYDRANTVSP1FORd p` O • U r, , o • . BUILDING DIVISION Fsr: tag'' PERMIT APPLICATION Application No: t s S Documented Construction Value: $ 151,102.50 Job Address: 2205 W. SEMINOLE BLVD., SANFORD, FL 32771 Historic District: Yes El No xxxxxxxx Parcel ID: 26-19-30-300-003A-0000 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction/installation of 1,326 LF of 8" DR-18 fire line; 1,022 LF 6" DR-14 Fire line: 6 fire hydrants -A' & 8" DCA's, 6 - 6" FDC ASSY.; 6 - 6" building risers Plan Review Contact Person: Jo Lucarelli Phone: 407-421-0450 Fax: Name The Spanos Co Street: 2701 N. Rocky Point Dr. City, State Zip: Tampa„ FL 33607 Name S Lee LLC dba Lee Crest Co Street: 320 Gordon St. City, State Zip: Sanford, FL 32771 Name: CPH Engineers Street: 500 W. Fulton St. Title: Project Manager Email: jo.leegroup320@gmail.com Property Owner Information Phone: 813-288-0008 Resident of property?: Contractor Information Phone: 407-421-0450 Fax: jm State License No.: FPC 15-000099 Architect/Engineer Information Phone: 407-322-6841 Fax: City, St, Zip: Sanford, FL 32771 E-mail: (Boyles@cphcorp.com Bonding Company: Argonaut Insurance Co. Mortgage Lender: Red Mtg. Capital, LLC Address: 13100 Wortham Ctr. Dr., Ste 290, Hou, TX 77065 AddreJW. Broad St., 8th Floor, Columbus, OH 43215 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature o caner/Agent Date actor/Agent Date ame Shanze.M Lee Agent's Name Sigrkahire of Notary -St ign tore of Notary -State of Florida 0-m- JO A. LUCARELLI "'- JO A. LUCARELLI My COMMISSION # FF925719 MY COMMISSION # FF925719 WMRES: Octoba 09. 2019 a EXPIRES: Octobc 08, 2019 ara Owner/Agent is or to e or Contractor/Agent is Per a own o e or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: /Sh s BUILDING: DATE: l S Xt BUSINESS/PROJECT NAME: ADDRESS: 2ZQ-7 CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: I S'37SS PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM VFIRESPRINKLER []HOOD [ ]PAINT BOOTH [)TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: NO TOTAL FEES: zr' 00 S fikt A411 kc-Sf . (,.t t /( sa)sy 44f an q// 0.53rr CC PE DE WI, TO AS THI ISS FIR TH E PLANS ARE REVEWED AND DITIONALLY ACCEPTED FOR 9IT. AN ISSUED PERMIT SHAD. 13E 9ED PERMISSION TO PROCEED WORK AND NOT AS Arry IOLATE, CANCEL, ALTER OR SET ANY OF THESE PROVISIONS OF TECHNICAL CODES, NOR SHAU ONCE OF A PERMIT PREVENT THE PREVENTION DIVISION FROMREAFTERREQUIRINGA ECTION OF ERRORS ON THE3, CONSTRUCTION OR OT'IjER TIONS OF THE CODE, Owner/Developer THE SPANOS CORPORATION 2701 ROCKY POINT ROAD SUITE 100 TAMPA, FL. 33607 ATTN: ROLLO CHRISTENSEN 813) 288.0008 FAX (813) 288.9112 Architect KEPHART 2555 WALNUT ST. DENVER, CO 80205 ATTN. DOUG VAN LERBERGHE 303) 832-4474 Engineer CPH, INC. 500 W. FULTON STREET SANFORD, FL 32771 ATTN. JEREMIAH D. OWENS, P.E. 407) 322-6841 FAX (407) 330-0639 Surveyor a CPH, INC. 500 W. FULTON STREET SANFORD, FL 32771 ATTN. RANDY ROBERTS, R.L.S. a 407) 322-6841 FAX (407) 330-0639 3 Environmental U CPH, INC. 500 W. FULTON STREET 5 SANFORD, FL 32771 ATTN. AMY DALY 407) 322-6841 FAX (407) 330-0639 City Of Sanford E 300 N. PARK AVENUE SANFORD, FLORIDA 32772-1788 iS CITY ENGINEER ATTN. BILAL IFTIKHAR, P.E. 3, r rAz// 4L Ajo. 29 It ITw y CITY OF SANFORD, SEMINOLE COUNTY, lltilitiec WATER & SEWER: CITY OF SANFORD P.O. BOX 1788 SANFORD, FL. 32772 CONTACT: RICHARD BLAKE 407) 688-5101 SOLID WASTE: CITY OF SANFORD P.O. BOX 1789 SANFORD, FL. 32772 CONTACT: EMMLY McCABE 407)688-5089 ELECTRIC: FLORIDA POWER AND LIGHT P.O. BOX 2149 SANFORD, FL. 32772 CONTACT: MARIANNE DILLARD OR JOSH PYLES 407)328-1922 TELEPHONE: AT&T 132 COMMERCE WAY SANFORD, FL. 32771 CONTACT: SCOTT LORENZ 407)889-6617 CABLE: BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL. 34761 CONTACT: MARVIN USRY 407) 532-8509 GAS: FLORIDA PUBLIC UTILITIES -CENTRAL FL. DIVISION 450 SOUTH HWY. 17-92 P.O. BOX 530969 DEBARY, FL. 32753-0969 CONTACT: MARK THOMPSON 386) 668-9232 VIr1A11TV MAP DEVELOPMENT ORDER WAIVERS. 1. A WAIVER TO SCHEDULE G, SECTION 1.1 TO REDUCE THE SIZE OF PARKING SPACE FROM A MINIMUM OF 10- WIDE TO 9 FEET WIDE AND A MINIMUM OF 20 FEET DEEP TO 18 FEET DEEP. 2. A WAIVER TO SCHEDULE C THAT LIMITS BUILDING HEIGHT OF FIFTY FEET TO A MAXIMUM BUILDING HEIGHT OF SIXTY FEET IS BEING REQUESTED FOR ARCHITECTURAL FEATURES. 3. A WAIVER TO SCHEDULE O, SECTION 2.2. IS BEING REQUESTED TO ALLOW FLEXIBILITY IN CONSTRUCTION OF FENCED RETENTION FACILITIES ON THE PROPERTY WITH 4 TO 1 SIDE SLOPES TO Z BELOW NORMAL WATER ELEVATION AND THEN 2 TO 1 TO BOTTOM AND TO PROVIDE A 10' MAXIMUM BERM WIDTH. A WAIVER FROM POLICY TO ALLOW A RETAINING WALL AROUND POND 1 ADJACENT TO U.S. 17-92. CONDITIONS OF DEVELOPMENT ORDER: A. THE PROJECT WILL FOLLOW THE URBAN DESIGN STANDARDS ENCOURAGED BY POLICY 1-1-8.2 OF THE CITY'S COMPREHENSIVE PLAN WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: I) BUILDING DESIGN SHALL INCORPORATE VISUALLY HEAVIER AND MORE MASSIVE ELEMENT AT THE BUILDING BASE, AND LIGHTER ELEMENTS ABOVE THE BASE. II) ALL SIDES OF EACH MULTI -FAMILY BUILDING SHALL DISPLAY A SIMILAR LEVEL OF QUALITY AND ARCHITECTURAL INTEREST, AND MUST HAVE A MINIMUM OF TWO DIFFERENTIATED PLANES TO RELIEVE FLAT, MONOTONOUS FACADES. III)PEDESTRIAN ENTRY TO THE PROJECT SHALL BE EMPHASIZED THROUGH LANDSCAPING, SPECIAL PAVING, GATEWAYS, ARBORS, AND/OR OTHER SIMILAR FEATURES. IV)IN COORDINATION WITH CITY STAFF: (A) SCREENING ENCLOSURES FOR MECHANICAL AND UTILITY EQUIPMENT AND FOR TRASH RECEPTACLES MUST USE AT LEAST ONE OF THE PREDOMINANT MATERIALS AND COLORS USED IN THE PRIMARY STRUCTURE; AND (B) ENCLOSURES FOR TRASH RECEPTACLES MUST BE A MINIMUM OF 6IN HEIGHT. B. THE PROPERTY OWNER SHALL INSTALL ELEVATED CROSSWALKS AT SIDEWALK CONNECTIONS FOR TRAFFIC CALMING AND PEDESTRIAN SAFETY. C. THE PROPERTY OWNER SHALL INSTALL A DECORATIVE AND FUNCTIONAL FOUNTAIN IN ALL WET RETENTION PONDS AS PART OF DEVELOPMENT APPROVAL WHICH APPROVAL SHALL PROVIDE FOR ONGOING MAINTENANCE REQUIREMENTS AND RESPONSIBILITIES UPON THE APPROPRIATE PARTY, BUT NOT THE CITY. D. A MINIMUM 10,X10, 0'X10' UTILITY EASEMENT IS REQUIRED FOR THE MASTER METER WHICH SHALL BE GRANTED TO THE CITY BY THE PROPERTY OWNER. E. THE PROPERTY OWNER SHALL PROVIDE RECLAIMED WATER TO THE SITE IN ACCORDANCE WITH SCHEDULE "P" OF THE LDR/LDC. F. THE PROPERTY OWNER SHALL INSTALL A GENERATOR WITH AUTOMATIC BACKUP FOR THE LIFT STATION. G. THE PROPERTY OWNER SHALL PROVIDE A CAR WASH FACILITY WHICH SHALL MEET ALL UTILITY PRE-TREATMENT REQUIREMENTS IN COORDINATION WITH CITY STAFF. 8 H. THE PROPERTY OWNER SHALL PROVIDE A GREASE INTERCEPTOR CAPTURING THE FLOW FROM EACH APARTMENT UNIT IN ACCORDANCE WITH UTILITY PRE-TREATMENT REQUIREMENTS PRIOR TO DISCHARGING TO THE CITY'S SEWER SYSTEM. I. THE PROPERTYOWNER SHALL PROVIDE A DOG WALK AREA WITH WASTE' COLLECTION RECEPTACLES THROUGHOUT THE PROJECT AS APPROVED BY THE CITY. J. A COMPREHENSIVE SIGNAGE PROGRAM MEETING THE STANDARDS OF THE SIGN REGULATIONS AS SET FORTH IN THE LDR/LDC SHALL BE SUBMITTED AND SHALL BE SUBMITTED TO CITY APPROVAL. K. THE FOLLOWING DESIGN ELEMENTS SHALL BE CONSIDERED DURING THE DEVELOPMENT PLAN REVIEW: I) SITE IMPROVEMENTS MAY INCLUDE THE INCORPORATION OF LOW IMPACT DEVELOPMENT (OFTENTIMES REFERRED TO AS "LID-) TECHNIQUES AND CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN ( OFTENTIMES REFERRED TO AS CPTED) GUIDELINES. 11) ELEMENTS OF THE BUILDING SHALL BE CONSTRUCTED INCORPORATING LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (OFTENTIMES REFERRED TO AS-LEED"), FLORIDA GREEN, OR SUCH OTHER EQUIVALENT ENERGY SAVINGS STANDARDS AS MAY BE AGREED TO BY THE CITY. III) ARCHITECTURAL ELEVATIONS REFLECTING DESIGN ELEMENTS CONSISTENT WITH THE SURROUNDING DEVELOPMENTS WILL BE REQUIRED AND REVIEWED DURING THE DEVELOPMENT PLAN REVIEW PROCESS. L. AIR CONDITIONING AND HEATING UNITS AND OTHER APPURTENANCES SHALL BE SHIELDED FROM VIEW AT THE PROPERTY LINE. M. ANY CHANGES TO THE PROJECT DEEMED SIGNIFICANT BY CITY STAFF SHALL BE PRESENTED TO THE PLANNING AND ZONING COMMISSION FOR SITE PLAN APPROVAL BY MEANS OF CONSIDERATION OF A DEVELOPMENT ORDER RELATING THERETO. N. TERWILLIGER LANE REQUIRED ADDITIONAL RIGHT-OF-WAY DEDICATION CONSISTENT WITH THE CITY'S PLANNED PEDESTRIAN IMPROVEMENTS TO PROVIDE THE MINIMUM RIGHT OF WAY FOR MULTI - USE TRAIL IMPROVEMENTS. SUCH DEDICATION SHALL BE FOR A 15' WIDE MULTI -USE TRAIL CROSSING AS DEPICTED IN THE PLANS SUBMITTED TO THE CITY AND WHICH ARE PART OF THE RECORD OF THE PUBLIC HEARING HELD ON NOVEMBER 3, 2016 SAID TRAIL BEING DESIGNED IN ACCORDANCE WITH CITY STANDARDS. THE PROPERTY OWNER RECOGNIZES THATTHIS REQUIREMENT WHICH SHALL BE IMPLEMENTED BY FORMS WHICH ARE APPROVED BY THE CITY ATTORNEY, S A RATIONAL NEXUS TO THE IMPACT OF THE PROJECT TO REQUIRED PUBLIC FACILITIES AND, MOREOVER, THAT THE RESULTING DEDICATIONS SATISFY THE ROUGH PROPORTIONALITY AN YSIS RELATING THERETO. O. ANY DISPUTE RELATIVE TO THE CONDITIONS SET FORTH HEREIN SHALL BE RESOLVED BY TH NNING AND ZONING COMMISSION, AT PUBLIC HEARING, BY MEANS OF A DEVELOPMENT ORDER RELATING THERETO. P. NARCISSUS AVENUE SHALL NOT BE USED FOR INGRESS OR EGRESS DURING CONSTRUCTION4&THE PROJECT. z 4,Q-30-a4o,,603A-0000 SANFORD FIRE DEPT. DATE: Index of Sheets F - 2019 C- 1 COVER SHEET C- 2 GENERAL NOTES C- 3 GENERAL NOTES 1- 10 BOUNDARY & TOPOGRAPHIC SURVEY C- 4 STORMWATER POLLUTION PREVENTION PLAN C- 4A STORMWATER POLLUTION PREVENTION PLAN C- 4B STORMWATER POLLUTION PREVENTION NOTES & DETAILS C- 5 SITE DIMENSION PLAN C- 5A SITE DIMENSION PLAN C- 6 SITE GRADING PLAN C- 6A SITE GRADING PLAN C- 7 COMPOSITE UTILITY PLAN C- 7A COMPOSITE UTILITY PLAN C- 8 SANITARY PLAN AND PROFILE SHEET C- 8A SANITARY PLAN AND PROFILE SHEET C- 9 OFFSITE UTILITY PLAN C- 10 SECTIONS C- 10A SECTIONS C- 11 PHOTOMETRIC PLAN C- 11A PHOTOMETRIC PLAN C- 11IS PHOTOMETRIC DETAILS C- 12 MISCELLANEOUS DETAIL SHEET C- 12A RETAINING WALL DETAIL C- 13 LIFT STATION C- 14 CITY OF SANFORD DETAIL SHEET C- 15 CITY OF SANFORD DETAIL SHEET C- 16 CITY OF SANFORD DETAIL SHEET L- 1 LANDSCAPE PLAN L- 2 LANDSCAPE PLAN L- 3 LANDSCAPE PLAN L- 4 LANDSCAPE NOTES AND DETAILS L- 5 DOG WASTE STATION DETAIL IR- 1 IRRIGATION PLAN IR- 2 IRRIGATION PLAN IR- 3 IRRIGATION PLAN IR- 4 IRRIGATION NOTES AND DETAILS IR- 5 IRRIGATION NOTES AND DETAILS IR- 6 IRRIGATION NOTES AND DETAILS IR- 7 IRRIGATION NOTES AND DETAILS NO Al days Tall 8u twD full business days before you d g : sunshine8 rncom 0- W No. Date I y No. Ua Revision By Uesignea Dy: Uate: watt aEll- i° '-- A Full Service A & E Firm orcms In: CPH, Inc. Sheet No. 0 - 30-17 Add D Waste Station Detail IB ® Drawn by: Scale. AS NOTED s0D west Fulton SL Sanbrtl, FL 32T7t ArrteM,E,P Florida Lake Monroe Apartments 87-3-17 U date irrigation Plans IB ® Engineers Planners Puerto Rim Ghecketl by: PM1one: 607.3226641 COVER SHEET — 8 Envim eMal SW —i CDnne°Ii.t Appf°vetl Dy', CITY OF SANFORD, SEMINOLE COUNTY. FLORIDA Licenses: IaMswpe ArcM1ilacls Surveyors Marylantl Eng. C.— No. 3215 Arch. Ui . No. AA2600936 JE REMIAH D.OWENS. P.E. n . fig wwW.COhCorD.COT +..m.rT..".,w.,,.,. Job ND. AB202 lf'12niR Survey LB. No. 7143 LantlscO Lic. No. LC0000298 FL P.E. NO. 65037 SHENERAL PROVISIONS 1, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE -CONSTRUCTION VIDEO (OVD FORMAT) ALOE THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS IN PARTICULAR, HE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS STRUCTURES, MALBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS. 2 THE CONTRACTORL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT IFS 55=53.64). ANY MATERIAL CONSTRUCTION METHODS, OR MITERNL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT 3. ALL CONSTRUCTION PROJECTS I OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STDRMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES, IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN ISWPPP). IMPLEMENTING, INSPECTING, MAINTAINING. AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN I ACRE IN ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT. THE CONTRACTOR IS STILL RESPONSIBLE FOR MPLEMENTINS All MNNTNNI NG EROSION AND SEDIMENT CDNTROL MEASURES PRIOR TO AND DURING CONSTRUCTION Iry ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. A UNLESSOTHERWISE NOTED ON THE PUNS, THE CONTRNEERSHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR B TUNER OROWNER'S SURVEYOR. DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PUN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF HE ENGINEER IMMEDIATELY. 5. BASE SURVEY NFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS EA RIGHTS OF WAY. AND OTHER TOPOGRAPHIC INFORMATION H40 BEN PREPARED BY OTHER PROFESSIONALS. CPU. INC. ASSUMES ND RESPDNSIBIUTY FOR THE ACCURACY OF rws wloRMATON. 6. THIS SET OF PUNS MAY CDNTAN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS. AND LOGO OF THE PROFESSIONAL. CPH,INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. T. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING HE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR To SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PUNS AND SHALL VERIFY ALL GIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR HER RELATED WORK T ECONTRACTOI'SRESPONSI BILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY HE ENGINEER REVIEW OF SUBMITTALS. T RALTOF SHALL NOTIFY THE ENGINEER, IN WRITING AT HE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPICACEHENT IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. IS A MINIMUM. TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXGAVALDN, B DING AND BACKFILL MATERIALS AND DENSITY TESTS: B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH HE DENSITY REQUIREMENTS: C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW. MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 10. IN ADDITION TO QUALITY CONTROL TESTING, THE CDNTrtALTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING DR APPROVALS FOR ANYWOR (OR ANY PART THEREOF) IF LAWS DR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION. TESTING OR APPROVAL 1 ESIGN OR TESTING LABORATORY UTILIZED BY HE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THETHE ENGINEER,PP PROVED IN \WRITING, AND COMPLYING WITH THE LATEST EDITOR OF THE 'REOMMENDED OR INDEPENDENT LABORATORY QUALIFICATION". PUBLISHED BY THE AMERI CAN COUNCIL OF INDEPENDENT LABORATORIES Q 12 TESTING RESULTS SHALL BE PROVIDED TO THE OWNEROPERATOR, CITY OF SANFORD. AND THE ENGINEER ALL TEST RESULTS ALL BE PROVIDED (PASSING AND FALLING) CIA REGULAR AND IMMEDNTE BASIS. 13. HE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES. STRUCTURES, SIDEWALKS. PAVED AREAS, ACCUMULATED SILT IN PONDS, PL CONSTRUCTIONASDIRECTEDBYHEOWNERORJURISDICTIONALAGENCY. EQUIPMENT TOALL THESE SURFACES SHALL BE SUBJECT TO UTIEtY GENERAL NOTES 1. THE UTIL TYDATA SHOWN ON THESE PUNS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY URXIHGS. MAPS, OR FIELD RECONNAISSAGE. 2, THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PUNS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE IND ARE GIVEN FOR HE CONVENIENCE OF THE CONTRACTOR. ASSUMED N PRIORTOTHESTARTOFANYCONSTRUCTIONACTIVITY, IT SHALL BETHECONTRACTORS SPONSIBILIITTYI' roRNTHEIRFYTHEVARIOUSUTILITIESANDToMIKETHENECESSARYARRANGEMENTSFORANYRELOCATIONSofTHESEUE%ERCISE CAUTION WHEN CROSSING' UNDERGROUND UTILITY, WHETHER SHOWN DN THE'LANE ON LOCATED B, THHE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTIDN SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A SINGLE PCINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING JTILTES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING'B11-AT LEAST TAD (2) AND ND MORE THAN FIVE (5) W RK NG DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM.THE CONTRACTOR SHOULD CONTACT ALL NONPARTICIPATINGUTILITIES SEPARATELY FBI FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 4. THE COVER LISTS UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HIVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA 5, THECONTRACTOR SHILL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES. 6. HE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION VVIH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACIVTES DURING CONSTRUCTION. CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS W ITH EACH UTILITY 7, IT SHALL BE THE CONTRACTORS RESPONSIBILITY N SERVICE A EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OHWH ERISE INDICATED IN E DWINGSTAPIPINGDURING CONSTRUCTION ROUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BYTHE CONTRACTOR WITH THE PERMISSION OF THE OWNERAND THE ENGINEER. 8. THE CONTRACTOR SHALL FIELD LOCAE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST HE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES. 9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO A CONSTRUCTION ALL OCSUITTRIELD CONDITIONS, PROBLEMSENCOUNTERED IT COMPLIESFIELD. PRooECTRASPECIICATIONSEAND APPROVALINRECEIVEDFROM THEENGINEERLY RE SUCH PROPOSEDREVISIONSDEVIATEFOMHEFDEPCONSTRUCTIONPERMIT, HEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP. 10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE VERIFY THE MATERIAL TYPE, IND ALIGNMENT OF ALL EXISTINGPIPES, CABLES, ETCONTRACTOR FIELD LRAI C TCROSSED DR CONNECTED TOIF THE CONTRACTOR EMS NECESSARY (A)A GRANGE IN ILIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH PRESENT A DEPARTURE FROM THE CONTRACT DRAWING. DR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES. THEN DETAILS OF H DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS INCLUDING CHANGES IN RELATED PORTIONS OF HE PROJECT AND THE REASONSHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTORS CONVENIENCE SHALL BE MALE AT NO ADDITIONAL COST TOTHEOWNER. 11, THE CONTRACTOR SHAD PROVIDE AT HIS OWN EXPENSE ALL NECESSARY EST PUMPNG EQUIPMENT, WATER, WATER METERS. OTHERPRESSURE GAUGES AND EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALLHYDROSTATIC. LEAKAGE, AND PRESSURE TEST NO THE -NT-CT.RBUILTTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESING4ENGINEERTHE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TD NOTIFICATION. 1. ASBUILT DRAWINGS SHALL BE PROVIDED BY GINEER AT LEAST THREE WEEKS PRIOR TO FINAL A INSPECTION L-BUILT DATA SHALL BE PROVIDED BYRFLORIDA ICENSEDSURVEYOR, SIGNED. SEALED AND CITED BY THE RESPONSIBLE PARTY. 2. ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN 'CAD FORMAT USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS -BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE IN PIN 111"T'PROVIDED BY THE ENGINEER, ANL CERTIFIED. SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SORVEYORTWHO WILLL BE RESPONSIBLE FOR HE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS, 3. AND (Z) LOCATION BASED ON THE COORDINATE SYSTEM FLORIDA EAST ZONE STATE PLANE COORDINATE FEET NAD BB O ALLVALV ES (CENTER OF PIPE). MANHOLES, IN VALVE BOXES (GRADE). HYDRANTS (GRADE), BLOW RFS (GRADE), SIMPLE POINTS GRADE) AND METER BOXES (GRADE) ETC. SHALL BE CLEARLY SHOWN. ACCEPTABLE POSITION ACCURACY DRALL BE SUB -METER OR BETTER FOR COMPATIBILITY WITH GLOBAL POSITIONING SYSTEM ( CPS) EQUIPMENT. HE VERTICAL DATUM USED SHALL BE NAND BB UNLESS OTHERWISE SHOWN ON THE CDNSTRUCTIDN PLANS, 4. THE AS -BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A L UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES. C. STORMVIATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND ROMZONTIL DIMENSI DNS MEASURED AT A MI NIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS EASEMENTS, AND RIGHTS-DF- WAY. D. STDRMWATER CONHOL STRUCTURE DIVERSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES. GRATES. AND SKIMMERS. E STDRMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS CONTOURS, AND CROSS SECTORS. F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITHNGS, CONNECTION PGNTS ETC. G S OF POTABLE WATER MANS (WHETHER THE WATER -IN IS EXISTING OR NEW) IN ORDER TO ._VENT M NIM M IREOUNED VERTICAL SEPARATION HAS BEEN MET. H. PIPELINE Y TO EDGE OF PAVEMENT AND RIGHT-OF- WAY ONES. LOCATED EVERY 200.T PLUS ALL CHANGES NHORIZONTAL OFFSET. I PAVEMENT WIDTH ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERT Ion FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE NSLES AND ISLANDS. J. ALL RARDEN AILEMGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDERS TO ERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET. KHORIZONTALANDVERTICALDATAFORANYCONSTRUCTIONTWATDEVIATESFROMTHEAPPROVED ENGINEERING DRAWINGS. L WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. M WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA. THE -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION. 5. RECORD DRAWINGS ARE TO BE PREPARED BY HE CONTRACTOR, ENTRIES BY THE CONTRACTOR'S LICENSED SURVEYOR, AND D TD TIE ENGINEER FOR REVIEW. T WINGS FOR COMPLETENESS IN ACCORDANCE WITH THE ES WITHIN SEVEN IT FULL \WORKING RATS. F. REUMINARY REVIEW. SUBMITTAL IN ACAD AND PDF FORMAT T5 SUFFICIENTSAND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINALDL OFCOMPLETERECORDFILEWINGSSHALLCONSISTOFONESETSIGNEDANDSEALEDBYTHECONTRACTOR'S LICENSED SURVEYOR PLUS ACAD AND PDF S OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE VYNGS ARE FOUNDTOBEINCOMPLETEORINACCURATE, THE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR FOR CORRECTION. e. R DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR ED PER, OF HE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TD THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER COMPLETE RECRD DRAWINGS TINT ARE FOUNG TO BE SATISFACTORY AS A RESULT OF THE ENGINEER'S REVIEW WILL BE USED AS RCJECT RECORD DRAWINGS PREPARED BY HE ENGINEER USING HE CONTRACTOR PROVIDED RECORD DRABASIS NGS PLUS ENGINEER ADDED INFORMATION, 8, COMPLETE SIGNED AND SEALED RECORD DRAWINGS AREREQUIREDTOBEDELIVEREDTOTHE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED ND SEALED RECORD DRAWINGS THAT HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER, SITE PREPARATION I. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION EN VITIES WITHIN THE PROPERTY, RIGHTT)F-\NAY. AND EASEMENTS AS INDICATED ON THE DRAWINGS, AT CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN I CONSEME NLPROMTHEPROPERTYOWNER, A AIR OR RECONSTRUCTION OF DAMAGED AREAS INSURROUNDING PROPERTIESSHALL BE REPAIRED By THE CONTRACTOR ON AN MMEDIATE BALZ ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIBSD 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES , TEMPORARY BENCH MARKS, BITTER BOARDS. CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK. AND VERIFY ALL DIMENSIONS REUTIG TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT- OF-WAY. EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES IND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4 WITHIN THE RIGHT- OF-WAY, EASEMENTS. AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN N ACCORDANCE WITH THE FOLLOWING SCHEDULE'. NEW F DB SIC CONSTRUCTION - HELLS AND SHRUBS TO REMAIN WHERE FEET FILM THE BACK E CURB. SHRUBS LABS OE THE LIMITS OF EXCAVATION ORFILLAREAS, WHICHEVER IS FURTHERTILITY PIPELINE CONSTRUCTION -TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPED NE L 5. To N IN THE CCTION AREA SHALL BE BOXES, FENCEDOROTHERWISEPROTECTED IN ACCORDANCE WITH TREESDETAILS ON THE DRAWL NGS.DO NOT PERMIT HEAVY EQUIPMENT DR STOCKPILES WITHIN BRANCH SPREAD6AREASTORECEIVECLEARINGANDGRUBBINGSHALLINCLUDEALLAREASTOBEOCCUPIEDBY THE PROPOSED IMPROVEMENTS. AREASFOR FILLSITERACING, AND BORROW' SITES. REMOVE HEAS EES OUTSIDE OF THESE ARONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN W RITIGBYTHEENGINEER. T. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH IND DISPOSAL OF OTHER MATERALS THAT ENCROACH UPON OR OTHERWI E OBSTRUCT THE WORK, B EXERCISES EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS, DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 9. DISPOSING OF STDMPI. ROOTS LARGER THAN 2' IN DIAMETER. AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18' SELOW' THE ORIGINAL SURFACE LEVEL OF THE GROUND. 10, ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSEE DISPOSAL AREAS, MINIMUM FEET BELOW EXCAVATIONS. PROVIDE FIEZOMETEFS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAINTAINED. 2. CONTROL. BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SCREE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER, N0 ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE. GROUNDWATER, OR ARTESIAN HEAD. 3. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER DUALITY STANDARDS. PROVIDE ALL TESTING A REQUIRED AND COMPLY VYITH ALL TREATMENT OR DISPOSAL METHODS REDUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 4. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED. PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSIONS L NOT BE PUMPED INTO SEWER INES OR DJACENT STREAMS, D RING NORMAL PUMPING. AND UPON DEVELOPMENT OF WELL(SH LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PER, NT DED EXCEEDS ANY OF THE FOLLOWING 1VOLUTE, S IF WAYTERI GN AND;UI3) 1E000000E GPD PUMP CAPACITY, THE CONTRACTOR S)HALLUEPREQUIRED TO PERMIT TOEDEWATEMNNGS(YS EM) WITH THE WATER MANAGEMENT DISTRICT. 6. CONTINUOUSLY NAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERNG METHODS DURING PREPARATON OF SUBGRADE, INSTALLATIDN OF PIPE. AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION ANDIOR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUBGRAGE SUPPORT, PIPING. STRUCTURE. SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTA`FON OR OTHER HYDROSTATIC PRESSURE IMBALANCE, T WHEN GDNSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EOUIPMENT FROM THE SITE. INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. E%CAVATON. TRENCHING, AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS. INCLUDING HE FLORIDA TRENCH SAFETY ACT (FS 553.60553.64). ANY MATERIAL, CONSTRUCTION METHODS. OR MATERIAL COST TO COMPLY WITH THESE TAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STDRMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO HE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. 3. POND CONSTRUC71DN SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH HE CONSTRUCTION DRAWINGS. E CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE FEESIDESLOP N METS ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN EE (3) PERCEN PERCENT THE DESIGN VVOLUME. HE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TOTHEPONDATNOADDITIONALCOSTTOTHEOWNER. 4 FIELD DENSITY TESTING FREOUENCIES: A) ONE TEST FOR EACH IS.- SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL SACKILLING, M TESTS EACH LAYER, B) ONE TEST FOR EACH 100 SQUARE FEET OR FRICTION HEREOF OF BACKFILL C) O THEREOF PER LIFT OF GENERAL NO HE C) ONETTESTFFEE L ITHFEE EACH CHANGE NRTYPECOFO ILL, E) ONE TEST PER 100E SQUARE FEET OFLPAVEMENT SUBGRADE. MINI UM OF2TESTS. 5. PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER A ACCEPTABLE MATERIALS'. AASHTO 1I45 CLASSIFICATION 11, A-3, A-2-4, A-2-6: ASTM D2487 CLASSIFICATION GW, GP, ON. SM, SW. SP: UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 12%OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE, A UN ACCEPTABLE MATERIALS: AASHTO MI45 CLASSIFICATION A2-5, A-XY. A,A-5,AbA-1.A- B'. ASTM 0248TCUSSIFICATION IS, SC. MIL, MH, CL. CH, OL, DH, PT, UNLESS OTHERWISE APPROVED W IHN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS, 6. PROVIDEBARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 1, SIDEWALKS ROADS, STREETS. AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEOWTE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY, B. FURNISH INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION,SHEETING,BRACING, AND SHORING SUPPORT REQUIRED TO KEEPE%CAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ..TRUCTUREE DAMAGE OR D Y THE ENGE Al11E_ \WORK, OR DANGER LIFEAND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE DI IA4MEATELT FILLED ANDCOMPACTED. 9. SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20FEET DEEP SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA 10. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH DSRAREQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT. t EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS, OVER EXLIVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATONE OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED IMTERIAL WITH SUITABLE SOILS. 12. EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRACE. 13. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW HE BOTTOM OF THE TRENCH OR STRUCTURE. 1 FILL, AND SACKRLL MATERIIL SHALL BE SUITABLE SOILS OR PLOWABLE FILL. WHERE TRENCH OR EXCAVATIONISWITHIN TNELN.OR SUBS, PLACE BACKFILL IN DYERS OF B INCH LOOSE DEPTH, IN ALL OTHER AREAS. PLACE FILLANDBACKFILTLNDYERSOF12INCHLOOSEDEPTH. 15 MNIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO TIRO): RA INFLUENCE AREA OF STRUCTURES, SLABS, FOUNDATIDNS = 98 PERCENT; BACKFLLIAND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UNUTY ROADWAYS, NTS = 95 PERCENT, eA ILL PLACED WITHIN POND AN. ROAD EMBANKMENT = 95 PERCENT: BACKFILL AND PLLLACEDINALLOTHERAREAS = 90 PERCENT PLACED FORCE MAINS AND STORNVATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OFPIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST t21NCHES FROM THE OUTSIDE OF THE EXISTING R PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STDRMWATER FORCE M CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MEIN JOINTS ARE AT LEAST JOINTS W FROM RESICARED FORCE WATER MAIN JOINTS AND STDRMWATER FORCE MAIN JgrvTO, AND AT LEAST SD FEETFROM THE JOINTS OFWASTEWATERFORCEMAINS. 3, NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE. 4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STDRMWATER FORCE MAIN. RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MN IN. C ET FROM ANY SWAGS E SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, R ATMENT F AND GREASE PUBLIC ONSITESEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENTFACILITIES. 5. THE FDT-IG IRE ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES TO BE CONSIDERED FOR COST EVALUATION WITH NO GUARANTEE THEY WILL BE APPROVED FOR IMPLEMENTATION WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS. NS PTIDFROM MEETING THE PIPE SEPARATION REQUIREMENTS, WITHOUT MITIGATION, SHALL BE ALLOWED ONLY BY FDEP IF TECHNICAL OR ECONOMICJUSTIFICATIONS FOR EACH EXCEPTION PROVIDED BY THE ENGINEER ARE ACCEPTABLE TO EDER AND ARE ONLY TD BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CASE BY CASE BASIS. ALL POSSIBLE MEASURES TO ACHIEVE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENTS SHALL BE CONSIDERED FIRST ALONG WITH DESIGN CHANGES TO MEET THE REQUIREMENTS BEFORE HE ENGINEER SUBMITS I JUSTIFICATION OF AN PTION TD FDEP FOR APPROVAL. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL BY FEET COULD RESULT IN HE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO ADDITIONAL COST. A WATER MAIN IS LESS THAN HE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE'. 1) USE OF PRESSURE RATED PIPE CONFORMINGTO AWWA STANDARDS FDRA GRAVITY OR VACUUM TYPE PIPELINE. 2) USE OF WELDED FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE, 3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCISEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE. 3. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES NoHER PIPELINE LESS THAN HE REOUNED MINIMUM SEPARATION: 1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH ( AT LEAST EQUAL TOS25INC. THICK DUCTILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES HICK FOR THE WATER MAIN AND FOR THE OTHER PIPEUNE IF THE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS 1 THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER AND RECLAIM -WATER SYSTEMS SHOWN ON THESE PLANS IS MONRDE APARTMENTS. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE CITY OF SANFORD. 2. ALL WATER AND RECLAIMED MAIN I PE SHALL BE EITHER SUCH LE I RON OR PVC. UNLESS OTHERWISE IN DICATED ON THE DRAWL NGS. 3. INSTALL ALL WATER AND RECLAIMED MAINS IT A MINIMUM 361 NCHES OF COVER. 4 BURIEDDUCTILE IRON PIPE SHALL CONFORM WITH ANSI/AWWA C15BV21 5D AND C1511 A21.51, A AVE A MINIMUM WORKING OTLIRE OF 150 PSI. BURIED P OLLCMHNG PRESSURE CD 5(PC) DESIGNATIONS UNLESS HERWISE INDICATED ON THE DRAWINGS A) 12cDIAMETER AND SMALLER = PC 350: S) IT THROUGH 24- DIAMETER = PC 250: C) 30- THROUGH 64' DIAMETER = PC DA 5. LARGER SHALL BE DUCTILE IRON LUNGED AND SHALL CONFORM WITH AW WIVANSI Cl IYA21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI, FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TIC) DESIGNATIONS UNLESS OHERW EE INDICATED ON THE URAW NGSPA) 4- DIAMETER = TO 54; B) V THROUGH 24- DIAMETER = TO 53 6TNGS WITHIN 10 . DUCTILE IRON PIPE AND FITFEET OF GAS MANS SHALL HAVE AN &MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSVAW WA C105'g215. HALL CONFORM TO AWWA C90O. PIPE 14-- 30' SHALL CONFORM TO AWWA -5, PIPE SHALL CONFORM TO ASTM CTTAI TYPE GRADE 1. 4OW PSI DESIGN STRESS, ANDSHALL BE NATIONAL SANITITION FEDERATION (NSF) APPROVED. PIPE SHILL BE CLA50 230 IN N18) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE MINI TO AWWA C900 DR C905 THE BELL SHALL BE INTEGRAL WITH THE PI OF EQUAL OR REATER PRESSURE RATING. TH E BELL OF PPE AND FITTINGS USING PUSH- ON JQ117S SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 8. NGS SHILL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANDIA\^TWA C11 dA21. IS OR ANDIAWWA C153'A21. 53. ALL FULLDY (C11 dP21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C15S-1 53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 9. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS CEMENT LIVING PER ANSVAW\vq C10WA214. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SH RALL BE A PETROLEUM ASPHALTIC IN ACCORDANCE WITH ANSI/AWWA C110/A21.10. EX ERIOR COATING OF EXPOSED PIPE AN. FITTINGSSHALL BE FACTORY HISITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION EXTEWOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE LCOATSUA COAT) SHALL BE 40.10E MIL DFT TNEMEC COLOR HI 73OR EE SERIES H60IN L C. ED EQUAL. R ANDFINAL COAT SHALL BE 2.0.3.E MIL DFT TNEMEC EGURASHIELDSERIES ]3 OR APPROVED EQUAL THE FINAL COATPAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. IS. MECHANICAL AND PUS OI NTSFORSUCTLEIRONPIPEANDFTTINGSSHALLBERUBBERGpSKETED. CONFORMING TO ANSCAVYWA C1I I_ 1.11 LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED 1 JOINTS FOR DUCTILE IRON PIPE BELL JOINTS SHALL BE AMERICAN FAST GRIP GASKET, MCWANE SURE GRIP 350 GASKET, U. S. P OK350 GASKET, OR EBAn IRON MEGA LUG SERE011OOHD. RESTRAINEDJOINTSFORDUCTIO RONPIPE BERES r LNG MECHANICAL JL jo N SHALL BE EBPA IRON MEGA LUG SERIES . GI STAR GRIP SERIES N L OR ING J UNIONTUF-GRIP SERIES TLC, LOCKING BELL JOINT R PVC NTS RING JOIN U A RING JOINT, Oft US. NTS FOR PVC PIPE MECHANICACEOLOC SHALL BETVLERSSFBESSERIESHFGRIPTIP. ED SUIT GRIP BE L R, FORD JAI - LUNGE SERIES 150E CIRCLE LOCK D BAA IRON MEGALUG SERIES 2000PV. RESTRAINED JOINTS FOR PVC NJONTSSHALLBEESAAIRONMEGALUGSERIES15ODORSERIES1.0 (C900 PVC), SERIES 2000 I— PVC), FORD UNIEFUGE SERIES 1350, OR SMITH -BW R BELL-LOK SERIES 165. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS. WHICHEVER IS GREATER. 12 POLYETHYLENE PIPE AND TUBING USED FOR SERVICE LINES - INCH DIAMETER SHALL BE POLYETHYLENE IN ACCORDANCE WITH NWa C901, STANDARD CODE DESIGNATION PE 4110. SIR 9 (OUTSIDE DIAMETER BASED DIMENSION RATIO), 25 PE SHALL BE OR CODED BLUE ( POTABLE WATER) OR PURPLE (RECLAIMED WATER). PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE, FITHN11 SHILL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHILL BE OF THE SAME SDI OR LESS. PROVIDE ADAPTERS AS REOUIREL TO JOIN PE PIPE TO PIPE FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 13 SEEVCE SADDLES SHALL MEET THE REQUIREMENTS OF AWWA C800 AND SHALL CONSIST OF EPDXY COATED DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM 1536. WITH DOUBLE STAINLESS STEEL STRAP(. BOLTS, WASHERS AND NUTS. STAINLESS STEEL SHALL BE PE 304 AND NUTS ARE TO BE TEFLON COATED, THE DUCTLE IRON BODY IS TO BE FUSION BONDED NYLON COATED. MINIMUM THICKNESS 12 MILS. OUTLET OF SADDLE IS70 HAVE NPT THREADS. SERVICE SADDLES SHALL BE MANUFACTURED BY FORD, MUELLER. OR SMITH -BUN. 1 VICES SHILL INCLUDE THE FDLLOWNG. CURB STOPS, UNIONS AS REQUIRED. CORPORATION STOPS. C MANGE WITH NWI COOL AND C901 IS REDUIRED, H OR SHALL CUT(- IN THE TOP CURB OF EACH WATER SERVICE AID A'V' AT ALL VALVE LOCATIONS. CUT W'S AND V'S 5RAL OBE HIGHLIGHTED WITH BLUE PAINT. 15. UNLESS THERWIBE NOTED IN THE PLANS, THE UTUTY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED WATER METERS CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TO THE CORPORATION STOP, 16. UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL VALVES TAG INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE: VALVES OVER TWO INCHES SRALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. 1 VALVES 4 INCHES AND LARGER SHALL BE LIVED AND COATED. B AND EXPOSED VALVES SHALL BE COATED INSIDE AND OUT T A RUST INHIBITING EPDXY PRIMER, FOLLOWED BY AN EPDXY COATING MEETING THE REQUIREMENTS OF AWWA C55O. APPLIED ATTHE FACTORY. THE INTERIOR OF VALVES WITH A CAST IRON OR DUCTILE IRON BODYHALL BE COATED WITH AN PROXY PROTECTIVE COATING MEETING NSF INTERNATIONAL STANDARD 61 AND AWWA C550. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4 TIO0 MIL D T TNEMEC COLOR HI BUILD EPDXOLINE II SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0.3E MIL DT TNEMEC ENDURASHIELD SERIES 7 3 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY, Kevlslon By rv0 By Oelylla may. .Tor=. r.. A Fu// Service A & E Firm Drcices m. CPH, Inc. Sheet No, 2- 24-17 Revisions Per DRC Comments IB © Drawn by: SOL w Archilecls MI BLIP FIolitla SCd e: NlA Lake Monroe Apartments eFPheu .sl. s22 FI. 32711 6 ® Engineers Ranners Pr,ertaRiCp cnBeXeaDvPnpne4m.322.6B41 GENERAL NOTES 8 Envimnmenlal Structural Connecticut Appfovetl by: CITY OF -FORD, SEMINOLECOUNTY, FLORIDA licenses: LanOswpe ArcM1ilacis Surveyors Marylantl Eng. C.O.A No. 32t5 Arch. Lic. No. IA2600926 JEREMIAH D. OWENS. P.E. QI IAI I lwww.cphcorp.com TraArliranspOHation Job No I A9202 I Survey LB. No. 7143 LantlscP. Lic. No. LC0000296 FL. P.E. NO. 6503] 18. ALL VATVF SO' AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE ORP-GS. DATE VALVES 3 INCHES To 12 NCHUSSHAULCONFORM TO AWWA C5N OH AWWA C515. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSUTATD MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2NB, NON -RISING STEM W ITH OFFING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 19 TAPPINGSLEEVES ARE TO BE IS-B TYPE 3N STAINLESS STEEL AND STAINLESS STEEL OUTLET, AS MANUFACTURED BY JCM OR APPROVED EQUAL. TAPPINGVALVESSWALL BE RESIUENT SEATED DATE VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF AWWA C509, TgPPING VALVES SHALL BE AMERICAN FLOW CONTROL SERIES 25N CLOW SERIES F-6100 OR MUELLER SERIES A2361. g20. V ES tn' AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA CSIM. CUSS 150. vgLVE BODY SMALL BE MECHANICAL JOINT END TYPE VALVE CONSTRUCTED OF ILCASTIRONORDUCTILEIRON. DISC SNABE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO FLOW. DISC SHALL BE CAST IRON OR DUCTILE IRON. THE RESIUENT SEAT SHALL IRATE WITH A 304 OR 315 STAINLESS STEEL SURFACE 2t VALVE SEATS SHALL BE MECHANICALLY SHINNED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC. BRING SEATS ON VALVE DISCS ARE UNACCEPTABLE SEATS FOR VALVES 14' DIAMETER AND LARGER SHALL BE PUT FIELD REPLACEABLE WITHOUT THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED THAVEUNG-NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. ALL BURIED VALVES SHALL BE FROM DD WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 51NCHES IN DIAMETER WITH A MINIMUM THICKNESSO- SINCHCASTIRON. BOXES BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND. ONSISTING OF USE. CENTER SECTION ANO TOP SECTION W ITN COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SMALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 1e INCH GALVANIZED CHAIN, VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION DNA- OR'RECLAIMED 23. PVC PIPES SHALL BE COLOR CODED BLUE LWATER MANS) OR PURPLE(RECLAMED WATER MAINS) AND STENCILED(0.]5-INCH LETTERING ON THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION)'POTABLE WATER MAIM OR -RECUUMED WATER MAIN' AS APPLICABLE. 24. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE. MINMUM THICKNESS 4 MILS, WIDTH 6INCHES. LETTER SIZE I INCH. APPLTTAPETOSUFFACEOFPIPECONTNUOUSLYEXTENDINGFROMHNNTTDJONT. TAPE COLOR AND LETTERING SMALL BE BLACK PRINTI ON BLUE BACKGROUND (WATER MAINS), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER MAINS). PCE TAPE AS FOLLOWS: 2' E- CENTER ALONG TOPHALFDFPIPE;ID--18-PPE-PIACEALONGBOTHSIDESOFTHETOPHALFOF PIUPE:20'PIPEAND LARGER- PLACE ON BOTH SIDES OF TOP HALF OF PIPE W IRA A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 25 INSTALL WARNING COLOREDALONG ALL MAIPIPELINES, PLACED 2 FEETASOVE PIPE. TAPE SHALL BE&INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALLBEORPURPLE (RECUIMED WATER MAINS) WITH BLACK LETTERING. CODE. AND W DRDED'CAUTION: WATER MAIN BURIED BELOW'. OR'CAU ION: RECUIMED WATER MAIN BURIED BELOW', AS APPLICABLE. 26, INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SMALL BE COLORLODED IO CADGE CONTINUOUS INSUATEDWIRE. COLOR CODINGSMALL BE SIMILAR TO WARM NO TAPE COLORS, INSTALL LOCATOR WIRE ALONGALL PRESSURIZED PIPELINES 2' AND LARGER, LOOP INTOALL VALVEBOXES. LOOPING TO OCCUR EVERY SOB FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING. PROVIDE ACCESS BOXES PER CITY REQUREMENIM. CHECK WIRE FOR ELECTRICAL CONTINUITY. 2 RECTON SMALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE. EXCEPT COPPER AND POLYETHYLENE. IS PROHIBITED, JOINT OEFLECTON SHALL NOT EXCEED T5%OF THE MANUFACTURER'S RECOMMENDED MAXIMUM 28. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE I N THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED, 29. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AR TESTING SHALL BE OF SCALED TO THE NEAREST0.IPSI. AMALL BE IN GOOD WORKING ORDER WIGES.PUMPS. AND HOSESSHALLNONOTCEARLELEAKS. 30. ALL SERVICE LINES SMALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING BEGUIREMENTS AS THE MAIN LINE. 3 NCE OF TEST NG AND DISINFECTION SHALL BE AS FOLLOWS. 1) CONDUCT PRESSURE AND LEAKAGE TESTING; 21 PERFDRM PER UTILITY REOUIREMENTS AND AWWA C651: 3) DISINFECT THE WATER MIN. INCLUDES VALVES AND FITTINGS: AND 4) DECHUCE-TE AMID FLUSH AFTER DISINFECTION. 32, APPLY PH DROSTATC TEST PRESSURE OF IN PEI (WATER MANS). 2N PSI (FIRE MAINS), OR 150 PS (RECLAIMED WATER MAINS) FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER TEST, DO NOT EXCEED RATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED. REPAIRS SHALL BE MADE AND THEITEST REPUTED LNTL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 33. APPLY LEAKAGE TEST PRESSURE OF 1S) PSI (WATER MAINS), 200 PSI (FIRE MAINS)OR 150 PSI (RECUIMED WATER MIN NS). MAINTAIN PRESSUREATA MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SMALL BE TWO HDUNS ND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THELINE FEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. SI NO EAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR TIELDD JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 35, TESTED SECTIONS OF BURIED PIPING WITH SUP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF TNAT RATE DETERMINED BT THE FORMULA L = 00 SDPIRS0WHERE L = MAIMUMPERMSSIBLE LEAKAGE RATE In' LL GAONS PER HOUR. THROUGHOUTTHE ENTIRE LENGTH OF ONE BEING TESTED, S = LENGTH OF TIE TESTED ITN FEET)', D = NOMINAL INTERNAL DIAMETER IN INCHES) OF THE PIPE; AND P - THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PRIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. PRESSURE SHALL BE DETERMINED BT FINDING THE DIFFERENCE BETA EEN LINE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATIONOFTHEPRESSUREGAUGEANDADDINGTHEDFFERENCEINELEVATIONHEADTOTHEAUTHORIZEDTESTPRESSURE, 36. A TLEAKS DISCOVEREDWITHIN ONE FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SMALL BE COATED AND REPN RED BY CONTRACTOR REGARDLESS OF THE TOTAL LINE LEAKAGE RATE, 37. PRIOR TO DISINFECTION, CONDUCT FULL DIAMETER FLUSHING OF PIPELINE IN SECTIONS IN ORDER TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LOGGED IN THE PIPE. 38, OBTAIN A MINIMUM FLUSHING VELOCITY OF 2 5 FEET PER SECOND PER AWWA C651. 39, ALL TAPS REOUIRED FOR FLUSHING AND THE TEMPORARY OR PERMANENT RELEASE OFNR AS NEEDED FOR FLUSHING SHALL BE PROVIDED BY THE CONTRACTOR 4 P ALL OTABLE WATER LINES. FEE ONES, VALVES. FITTINGS.HYDRANTS. THE HATER MAN DISINFECTION AND SACTERIDLOGICAL SAMPLINGD METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651. THE DISCHARGE LOCATIONS FOR THE CHLORINATED WATER SHALL BE APPROVED BY THE OWNER, NEUTRALIZE THE CHLORINE RESIDUAL BY MEANS OF A REDUCING AGENT IN ACCORDANCE WITH AWWA C651. 41 CTIDNWORK SHALL BE ACCEPTABLETO THE STATE HEALTH AUTHORITY IF T REOUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REOUIREMENTS OFTHEAUTHORITYFORDISINFECTION. THOSE OF THE ANY SHALL GOVERN -BACTERIOLOGICAL TESTING SMALL BE PERFORMED BY A STATE CERTIFIED LABDRATORY CONTRACTED BY THE CONTRACTOR PROPER CHAIN OF CUSTODY PROCEDURES MUST BE FOLLOWED AND SAMPLES SHALL ONLY BE COLLECTED BY CERTIFIED LABORATORY PERSONNEL. COPIES OF ALL STING RESULTS AND ALL RELATED CORRESPONDENCE FROM THE TESTING W SHALL BE SUBMITTED TO THE OWNER, UTILITY. AND ENGINEER FIRE PROTECTION SYSTEMS T COMBUST19LE CONSTRUCTION CANIOT OCCUR UNTIL PROPER DOCUMENTATION HAS BEEN SUBMITTED TO THE LOCAL FIRE MARS AFL. DOCUMENTATION SHALL SHOW THAT HYDRANTS HAVE BEEN INSTALLED, TESTED. AND ARE IN PROPER WORKING ORDER. 2. INSTALL ALL FIRE ONE PIPING AT A MINIMUM 36 INCHES OF COVER, 3, ALL FIRE LINE PIPING FROM POINT OF SERVICE AS DEFINED BY FS 633.021(I6)SI+IALL BE CNN DR 14, THE FIRE UNESHALL BE PRESSURE TESTED TO 2N PSI FOR A MINIMUM OF TWO HOURS, TESTED IN ACCORDANCE WITH NFPA I- C THE CONTRACTOR STALLING THE UNDERGROUND FIRE PROTECTION PIPING SHALL HOLD CLASS I, II, OR LEVEL V CERTIFICATION AS ISSUED BY THE STATE OF FLORIDA. AS REDUIRED BY FS 633.021(5). 5, PROTECTION SPRINKLER SYSTEMS INSTALLED- COMPLY WITH NFPA I3.ANDSHALL BE MONITORED BY A COMPANY USTEDAS A CENTRAL 6, NYOBAMSSHALLCONFORMTOAWWAC502ANDSHALLBEFURNISHEDCOMPLET MWI RENCHANDOTHERAPPURTENANCES. MANUFACTURER'S CERTIFICATION OF COMPLIANCE W NTH AWWA CN2 AND TESTS LISTED THEREIN WILL BE REQUIRED. T. BE OF BREAKABLETYPE. WITHTHEBRUKABLESECTIONLOLATEDSUGHTLYABOVETHEFINISHGROUNDLINE. HYDRANTS SHALL CONTAIN TW0. TW 0 AND A HALF INCH (2-I12') HOSE CONNECTIONS AND ONE -FOUR AND A HALF INCH (4-11Z) STEAMER CONNECTIONS WITH NATIONAL STANDARD FIRE HOSECOUPLINGSCREWTHREADS, FIVE AND ONE QUARTER INCH IS 4-)VALVE OPENING. SIX INCH I ) DIAMETER MECHANICAL JOINT INLET. ONE AND ONE-HALF INCH 11-112-) PENTAGON OPERATING NUT. THE HYDRANTS SHALL OPEN COUNTERCLOCKWISE. 8, ALL HYDRANTS SHALL BE PANTED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPER'S'GLAMORTEX' NO. 622 RUST PRIMER AND THE FINISH PANT SHALL BE TWO COATS OF ENAMEL OR SPECIAL COATING TO COLOR AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. 9. BLUE PAVEMENT RED ECTORS(CAT EYES) SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OF ALL FIRE HYDRANTS, THERE SHALL BE NO TREES, SHRUBS, OR LANDSCAPING PLN4TED AROUND THE FIRE HYDRANTS OR IN AREAS DESIGNATED AS FIRE LANES. 10, NEW OR RELOCATED FIRE NYDRANT5 SHALL BE LOCATED SUCH THAT THE UNDERGROUND ORNN GIBER HOLE) IS AT LEAST. THREE FEE FROM ANY EXISTING OR PRDPOSED STORM SEWER, STORMWATER FORCE MAIN RECW MED WATER MAIN, OR VACUUM TYPE SANITARY SEWER', SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN; AND TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS. DRAINFIELDS. AND GREASE TRAPS. ONSITE SEWAGE TREATMID DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIESTA 11. THE SEQUENCEOF TESTING AND DISINFECTION SHALL BE AS FOLLOWS I) CONDUCT FIRE FLOW, PRESSURE AND LEAKAGE TESTING; 2) PE RING PER UTILITY REQVIREMENi4 AND AW WA C651: 3) DISINFECT THE WATER MAIN. INCLUDING VALVES AND FITTINGS: AND a) FLUSH AFTER DISINFECTION, 12 THE CONTRACTOR SHALL PROVIDE A POST -CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND THE UTILITY. HYDRANTS SHALL DELIVER A MINIMUM OF 12. GPM WITH A RESIDUAL PRESSURE OF 20 PSI. 13. ARPLY HTDROSTATC TEST PRESSURE OF 200 P51(FINREMAINS) FOR IO MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR WE EGINEER O COMPLETE THE INSPECTION OF THE LINE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSUREIFDEFECTSARENOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 1 KAGETEST PRESSURE OF IN PSI (FIRE MAINE) MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5% DURING THE ENTIRE THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABUSHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY S1DE OF THE PRESSURE PUMP. 15. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED.THREADED. OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES, 16. TESTED SECTIONS OF BURIED PIPING WITH SLIP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L= SOPOIBB00 WHERE L=-MUM PERMISSIBLE LEAKAGE OMN LAN EME EALLONSPER HOUR, UN THRDUGHOUT THEENTIRELENGTH OFLINEBEINGTESTED: S = LENGTH OF LINE TESTED (IN INCHES) OF THE PIPE; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE, THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF WE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 11, DISINFECT ALL POTABLE WATER LINES. FIRE LINES, VALVES, FITTINGS. HYDRANTS. IS, ALL DISINFECTONWORFSMALLBEACCEPTABLETDTHESTATEHEALTHAUTHORITY.IF ANY REQUIREMENTS OF THIS SECTION AGE IN CONFUCT WITH REOUIREMENTS OF THE AUTHORITY FOR DISINFECTION. THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SMALL CONFORM TO AWWA C651. SANITARY SEWER SYSTEMS 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS LAKE MONROE APARTMENTS. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE CITY OF BANFORD 2. PVC SEWER PPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO ASTM D30N AND SHALL BE SDR 35 FOR V THROUGH 15. AND ASTM F 6T9. WALL THICKNESS T.1, FOR PIPE 18- THROUGH 27'. 3, INSTALL ALL SEWER MAINS AT A MINIMUM IS INCHES OF COVER a. JOINTS SHALL MEET THE REQUIREMENTS OF ASTM D3212 USING RUBBER GASKETS CONFORMING TO ASTM-1, 5. FITTNGS SMALL CONFORM TO THE CAME REOUIREMENTS AS THE PIPE, PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE. FITTINGS AND EQUIPMENT OF OTHER MATERALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. 6 PVGSEWBE PIPE SHALL BE COLOR CODED GREEN STENCILED 'SEWER LINE' (ID LETTERING ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). T. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS. WIDTH 5INCHES. LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE ' SEWER LINE'. BUCK PRINTING ON GREEN BACKGROUND. PEACE TAPE AS FOLLOWS: 2'- M PIPE - CENTER ALONG TOP HALF OF PIPE: HY - HP PIPE - PUCE ALONG BOTH SIDES OF THE TOP HALF OF PPE: 2U' PIPE AND URGER - PEACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 8, INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL BE SINCH WIDE VINYL CONTINUOUS WE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED TAUTION: SEWER BURIED BELOW. INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE. MINIMUM OF 1 FOOT BELOW GRADE 9, CONNECTIONS TO EXISTING SEWER SMALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE. 10 PRIOR TO INSPECT DNS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHDLES. TEST PROCEDURES SMALL BE APPROVEDBYTHE ENGINEER ALL TESTS SHALL BE LADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. It PROVIDE ALL EQUIPMENT FOR TESTING, INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SMALL BE OF SCALED TO THE NEAREST OA PSI. GAGES. PUMPS. AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEM S. 12. ALL SERVICE LITERALS SHALL BE COMPLETED PRIOR TO TESTING. AND ARE SUBJECT TO THE SAME TESTING REOUIREMENTS AS WE MIEN THE. 13. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER, ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SMALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS. AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 14. CONDUCT LOW PRESSURE AIR TESTINGMB PSI INITIALPRESSURE).FINSTAILEOSEWERPIPINGINA...PDANCE WITH ASTM Ft411. M ALLOWABLE LEAKAGE IS C OOt 5 CUBIC FEET PER MINUTE PER SOLARE FOOT INTERNAL SURFACE AREA BEING TESTD.A ABLE AR RESSURE DROP DURING THE TEST IS BE PSIG. MINIMUM TIME(DURATION)IS', A)V PIPE= I MIN 53 SEC; B)6-RPE=2MIN SO SEC, OR 0.427X LENGTH OF PIPE TESTED, W HICHEVER HIS GREATEREC) BEPIPE = 3 MIN <T SEC, OR DT60 X LENGTH OF PIPE TESTED WHICHEVER IS GREATER; D)1D' PIPE = A MIN 13 SEC, OR 1,181 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) O' PIPE = 5 MIN 40 SEC, OR 1.7 09 X LENGTH OF PIPE TESTED. WHICHEVER IS GREATER 15. CONDUCT LEAKAGE TESTING OF MANHOLES BY PLUGGING INVERTS AND FILLING MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER MIN MUM TEST DURATION IS I HOUR, 16, CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL SACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%.M ON BY MANUALLY PUWNG A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE W ITNTHEPOLL0111NG: 6' SEWER = I.- MANDREL; 8' SEWER = T.28- MANDREL:10- SEW ER = 9BS' MANDREL: IT SEWER=10.]9' WNDREL', 15' SEW ER = 13.2T MANDREL: 18' SEWER - 16.13- MANDREL; 21- SEWER = 19.00' MANDREL: 24- SEWER= 21. 36' MANDREL; 27' SEWER =24N MANDREL. 17. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED.IF MANDREL CANNOT BE PULLEDTHROLGH THE PIPE. REPUCE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY, ANY PIPE REMDVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RETESTED FOR LEAKAGE. FORCE MAIN SYSTEMS 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE FORCE MAN SYSTEM SHOWN ON THESE PLANS IS LAKE MONROE APARTMENTS, THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE CITY OF SANFORD. 2, ALL FORCE MAIN PIPE SHALL BE PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 3. INSTALL ALL FORCE MAINS AT A MINIMUM 36 INCHES OF COVER. a. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSVAWWA C150A21.50 AND C151IA21.51, AND SHALL HAVER MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PPE SMALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS'. A)12- DIAMETER AND SMALLER = PC 350: S) 14'THROUGH 24' DIAMETER = PC 250: C) CO' THROUGH - DIAMETER = PC 200 5. RPE4' AND LARGER SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWAVANSI C11YA21.15, AND SHALL HAVER MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SMALL COMPLY WITH THE F-DURNG THICKNESS CLASS (TIC) DESIGNAT DNS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4- DIAMETER = TO 54: S) E THROUGH 24' DIAMETER = TO 53. 6, DUCT LE IRON PIPE AND FITTINGS WITHIN IO FEET OF GAS MAINS SHALL HAVE AN&MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSIIAWWAC10YA S1 PVCPIPE4'-12'SHALLCONFORMTOAWW'AceN, PIPE 14'-30' SHALLCDNFORM TOAWWACW5. PIPE SHALL CONFORM TOASTM c-, E I, GRADE I. FDW N PSI DESIGSTRESS. AND SHALL BE NATIONAL SANITATIONFEDERATIONINSF) APPROVED. 0' - tY PIPE SHALL BE CLASS S, DR 25) AND 14'- 30- PIPE SHALL BE CLASS 235 (DR 18) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETD CO NFORMINGTO- WACNOORC905 THE BELL SHALL BE INTEGRALWITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING, THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL NAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PUCE. 8. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TOANSIIAW'WA C11dA21.10 ORANSVAWWA C151A21.53, ALLFULL DY (C11 00,21.10) FITTINGS SHALL BE PRESSURE RATED TO 25D PSI. MINIMUM. ALL COMPACT FITTINGS (DISYA21.53) SHALL BE PRESSURE RATED TO I. PSI, MINIMUM. 9, INTERIOR UNING FOR PIPES AND FITTINGS SHALL BE EITHER MINIMUM 4D MILS DRY FILM THICKNESS (SO MILS NOMINAL) OF CERAMIC EPODY UNING. AS MANUFACTURED UNDER THE NAME OF'PROTECTO 401'. OR MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF FUSION LADED EPDXY AND POLYETHYLENE LINING, AS MANUFACTURED UNDER THE NAME OF'POLYBOND PLUS', OR EOUAL EXTERIOR COATING HBORIEDPIPE ANC FITTINGS SHALL SE A PETROLEUM ASPHALTIC COATING IN ACCORDANCE WITH ANSVAW WAC110 l.10. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPHEO RUST INHIBITING EPDXY PRIMER. MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SMALL BE PANTED WITH A TWO COAT SYSTEM, THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4.D10.0 MIL GET TNEMEC COLOR HI -BUILD EPDXOUNE II SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2-H. MIL DFT TNEMEC ENDURASHIELG SERIES 73 OR APPROVED EQUAL THE FINAL COAT PANT COLOR SHALL BE AS SELECTED BY THE LOCAL LTLTY. 10. MECHANICAL AND USH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETD, CONFORMING TO ANSIIAWWA C 1111A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. 11, RESTRAINED JOINTS FOR DUCTILE IRON PIPE BELL JOINTS SHALL BE AMERICAN FAST GRIP CASKET, MCW'ANE SURE GRIP 350 CASKET, U.S. PIPE FIELD LOK 350 GASKET, DR EBAA IRON MEGA LUG SERIES U N11D. RESTRNNEDJDIMTS FOR DUCTILE IRON PIPE AND FITTING EMPMCAL JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 11 W, STAN GRIP SERIES -, OR TYLER UNION TU-SIR SERIES TLD. LOCKING BELL JOINT RESTRAINT SMALL BE AMERICAN FLEX RING JOINT. AMERICAN LOR-RING JOINT OR U.S. PIPE IF FLEX. RESTRAINED JOINTS FOR PVC PIPE MECHANICAL JOINTS SHALL BE TILER UNION SERIES ION TOP GRIP TIP. JCM SUE -GRIP BELL RESTRAINER. FORD UNI-FLANGE SERIES INN CIRCLE LOCK, OR EBAA IRON MEGA LUG SERIES 20NFV. RESTRAINEDJOINTS FOR PVC PIPE PUSH ON JOINTS SHALL BE EBAA IRON MEGALUG SERIES IN OR SERIES INN (OND PVC), SERIES 2SN (LIDS PVC), FORD UNI-FLANGE SERIES I-, OR SMITH-BUIR BEHFHLOK SERIES 165, PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REOUI REMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. A Full Service A & E Firm I orBCeS 1n: Arch^ n MIEIP Fo6de I. R.PP_ P ert0Rc0 Environmental StrucE., Connect I LaO p. Ar,M1HlectsA^6° Sn Ye . Maryland 12, INTERIOR UNING FOR VALVES A INCH AND LARGER SHALL BE EITHER MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPDXY LINING, AS MANUFACTURED UNDER THE NAME OF'PROTECTO 401'. OR MINIMUM 4D MILS DRY FILM THICKNESS (SO MILS NOMINAL) OF FUSION BONDED EPDXY AND POLYETHYLENE UNING. AS MANUFACTURED UNDER THE HAVE OF -POLYBOND PLUS'. OR EOUAL. EXTERIOR COATING FOR BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTO APPLIED RUST INHIBITING EPDXY PRIMER, M RIOR UM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTE SURFACESSHALLBEPAINTEDWITNATWOCOATSYSTEMINTHE FIRST COAT (INTERMEDIATE COAT) SHALL BE 0 610.0 MIL SIFT TNEMEC COLOR HFBUILD EPDXOLINE 11 SERIES RES OR APPROVED EQUAL, AND THE AT SMALL BE TI TNEMEC ENDURASHIELD SERIES 13 OR APPROVED E.U.L. THE FINAL GOAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY, 13, ALL FORCE MAIN VALVES SHALL BE CAST IRON SUITABLE FOR WASTEWATER SERVICE WITH PRESSURES UP TO 25 'SIG, AND SHALL BE O RTER-TURN. NO -LUBRICATED, ECCENTRIC TYPE TRESIUENT FACED P MANUFACTURED AN TESTED IN ACCORDAN! E WITH AWWA C517. FORT AREAS OF NOT LESS THAN IN% OF PIPE AREA SHALL BE SUPPLED ON ALL VALVES, STANDARD PLUG VALVES SHALL BE CLEW 1Sa12l I-. VALMATIC 56001 SNO. BEZURIK SERIES PEG. M1. 182D PRATT 1. OR APPROVED DUAL. EF TAPPING SLEEVES ARE TO BE - TYPE M4 STAINLESS STEEL AND STAINLESS STEEL OUTLET, AS MANUFACTURED BY JCM OR PROVED EQUAL. A T PING VALVES SHALL BE RESILIENT SEATED GATE VALVES AND SHALLCONFORM TO THE REQUIREMENTS OF AW WA C509. TAPPINGHALVES SHALL BE AMERCAN FLOW CONTROL SERIES 25N. CLOW SERIES F-SHN. OR MUELLER SERES-H. 15, AIR RELEASE VALVES SHALL BE COMBINATION CAPABLE OF DISCHARGING ACCUMULATED AIR IN THE LINE WHILE THE LINE IS OPERATING UNDER A PRESSURE OF 150 PSI. FLOAT MATERIAL SHALL BE STAINLESS STEEL. AIR RELEASE VALVES SHALL HAVE A STAINLESS STEEL BODY AND SMALL BE MANUFACTURED BY ARI (NO. ARI-D- 02E) OR VEN7-04.AT RGX SERIES. ENCLOSURES FOR AS RELEASE VALVES SHALL BE POLYETHYLENE WITH STAINLESS STEEL HARDWARE, AND SHALL BE PROVIDED WITH A TAMPER PROOF LOCKING DEVICE. ENCLOSURES SHALL BE AS MANUFACTURED BY WATER PLUS CORPORATION (MODEL 102635) OR APPROVE. EQUAL, AND SHALL HAVE VENTS AHD SHALL SE GREEN IN COLOR IS. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY S INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF - INCH CAST IRON, BOXES SMALL BE OF SUFRGENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND. CONS STING OF BASE, CENTER SECTION. AND TOP SECTION WITH COVER, VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SUP PERMITTYPE MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY, VALVE BOXES CAST DESIGN CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS ALL VALVEBOXCOVERSSHALLBEINTERNALLYCHAINEDTDVALVEBOXESWITHANAPPROXIMATELY18INCHGALVANIZEDCHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION 'SEWER-. 17. PVC PIPE SHALL BE COLOR CODED GREEN AND STENCILED ( 0]SINCH LETTERING ON THE PIPE IN AT LEAST THREE AREAS PER PIPE BECTON) -SEWER FORCE MAIN', 18. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6INCHES. LETTER SI SIZE 1 INCH. TEXT TO BE -SEWER FORCE MAIN-. APPLY TAPE TOSURFACE OF PIPE. CONTINUOUSLY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: Y- 8' PIPE CENTER ALONG TOP HALF OF PIPE: 10'- 18-PIPE - PUCE ALONG BOTH SIDES OF THE TOP HALF OF PIPE: 20' PIPE AND LARGER- PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 19 INSTALL WARNING TAPE ALONG ALL PIPELINES. PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE S-INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BROWN WITH BLACK LETTERING, CODED AND W DRDED' CAUTIDN: FORCE MAIN BURIED BELOW A. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLORLODD 10 GAUGE CONTINUOUS INSUUTED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2-AND LARGER. L INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY NO FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPINIGPROVIDE ACCESS BOXES PER UTI UTY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. 21. ALL GRANGES INDIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER D POLYETHYLENE. IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED TON OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 22. TEST PHOCDURES SMALL BE APPROVED BY THE ENGINEER ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY' THE ENGINEER AND THE UTUTY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TD BE INSPECTED DR TESTED. 23. PROVIDE ALL EQUIPMENT FOR TESTING, INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0. 1 PSI, GAGES.PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS, 24. APPLY HYDROSTATIC TEST PRESSURE OF IN PSI FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE UNE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME TRATION AT THE TEST PRESSURE, IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF HE LINE WITHSTAND THE TEST PRESSURE. 25. APPLY LEAKAGE TEST PRESSURE OFINPSI. MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAMA NT UREMES SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEENESTABLISHED. THE LINE LEAKAGE SHALLIHEEMUSUREDBYMEANSOFAWATERMETERINSTALLEDONTHESUPPLYSIDEOFTHEPRESSUREPUMP. 26. NO LEAKAGE IS ALLOWED IN EXPOSED R BURIED PIPING WITH FLANGED. THREADED, OR WELDED JOINTS OR BURIED NON-FOTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 27. TESTED SECTIONS OF BURIED PIPING WITH SUPTYPEDR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDPI148OW W HERE L - MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED: S -LENGTH OF LINE TESTED (IN FEET): D = NOMINAL INTERNAL DIAMETER TIN INCHES) OF THE PIPE; AMC P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PRIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HUD TO THE AUTHORIZED TEST PRESSURE. 28, A TH NDISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORKBYEOWNERSHALLBELOCATDANANDBYCONTRACTORREGARDLESSOFTHETOTALUNELEAKAGE RATE. PRECAST STRUCTURES AND APPURTENANCES 1, ALL NAMMIDLESSUALLBEPRECASTCONSTRUCTION THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48'FOR SEWER I'..21- IN DIAMETEROR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOT ALLOWED. 2. USES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSISTING OF INTEGRALLY CAST SUB. BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS. BASE SECTIONS S INTEGRAL INVERTS W EAH GASKETS TO MATCH T PIPE THE EDNTRACTDR SHALL BE RESPONSIBLE FOR DETERh11NING ALL INV ERTANGLES. PROVIDE DUTLET STUBS WITH JOINTS TO MATCH THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM CA B. MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM III E IB. RISERS SHALL BE le -INCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALL THICKNESS a. GASKETS FOR SUITING PRECAST SECTIONS SMALL BE COLD ADHESIVE PREFORMED PLASTIC GASKETS CONFORMING TD FOOT SPECIFICATION 9a2-2, UNLESS OTHERWISE INDICATED. 5, UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH -INCH DIAMETER TOP OPENING CONFORMING TO ASTM C476. PROVIDE S4NCH MINIMUM THICKNESS FLAT SLAB TOPS WITH ECCENTRIC 24 INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. 6, PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE, CONNECTION OF CONCRETE PIPE TO THE MANHOLE SHALL BE MADE WITH NON -SHRINK METALLIC GROUT. CONNECTION OF DUCTILE IRON OR PVC PIPE TO THE MANHOLE SHALL PROVIDE A ATERTIGHT CONNECTION PER ASTM C923. WHERE CONNECTORS ARE USED, THEY SHALL BE INSTALLED IN THE MANHOLE INALL BY ACTVATIME THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATION D E CONNECTOR MANUFACTURER. THE USEOFADHESIVESDRLUBRICANTSFORINSTALLATIONOFRUBBERCONNECTORSISPROHIBITED, T. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM AaB. CLASS 3DB AND SHALL BE U.S. FOUNDRY TYPE 227AS. TRAFFIC BEARING AASHTO H-2D LOADING). UNLESS OTHERWISE NOTED IN THE DRAWINGS. CASTINGS SHIFT BE SMOOTH, CLEAN. FREE FROM BLISTERS. BLOWHOLES. AND SHRINKAGE. RAISED LETTERING ON COVERS SMALL BE'STORM', SEWER'. OR AS DETAILED ON THE DRAWINGS. e. PROVIDE CAST IRON INLETS, FRAMES. AND GRATES IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S. FOUNDRY S MANUFACTURING CORPORATION, Oft EOUAL, 9. ALL INLET GRATES SHALL BE SECURED BY CHAIN AND EYEBOLT TO THE TOP OF THE STRUCTURE, 10. MANHOLE COATINGS AND FINISHES SHALL BE: A. SANITARY SEWER MANHOLE INTERIOR -B17URNOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS =I6 MILS. B NNOLES WHICH RECEIVE FORCE MAIN DISCH40.GE - INTEGRALLY ATTACHED INTERIOR UNER, FULL HEIGHT, FIBERGLASS LINER. LINER THICKNESS TO BE IN ACCORDANCE WITH THE DRAWINGS. C EXTERIOR -BITUMINOUS EPDXY COATING. MINIMUM DRY FILM THICKNESS-16 MILS. 11. III INFORMATION SMALL INCLUDE ALL RIM, TOP AND INVERT ELEVATIONS FOR AL PRECAST STRUCTURES. CPH, Inc. Scale. NIA Lake Monroe Apartments SOOWan F°°°n51. S .`l PM1one:' 322.1 CITY OF SANFORD, SEMINOLE COUNTY. FLDRIDA License, O.A. No. 3215 ,C Llc. Nc. AA2600926 LB. No. TI43 L I-P. Tic No. LC000029B AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED. 3. CORRUGATED POLYETHYLENE PIPE AMC HI TUGS 41N.. THROUGH 101MCH DIAMETER SHALL COMPLY WITH AASHTO M252, TYPE 5. INCH DIAMT ILH F-L A:UMPLT WI I I—I -111i.... I - o ..... _-'.-__ .'VI GIN ... _ .... .....,_ __..,. _. .. _ ..__.. MATERIAL FOR THE PRODUCTION OF PIPE AND FITTINGS SHALL BE HIGH DENSITY POLYETHYLENE CONFORMING TO THE MINIMUM REQUIREMENTS ER CELL AST SI RCATION 424420C FOR 4-INCH THROUGH IBH NCH DIAMETERS AND n35a000 FOR 12-INCH SHALL COMPLY WITH THE THROUGH CONS DIAMETERS PER ASTM 03350. THE t2 INCH THROUGH 6TM F2VIRGINPIPEMATERIALIN NOTCHED CONSTANT LIGAMENT -STRESS WHOLE TEST AS SPECIFIED IN ASTM F23116. BELL JOINTS FOR 4 INCHTHROUGH10INCHDIAMETERPIPESHALLSEPLIN- SUERE BELL JOINTS FOR t2 INCH THROU'GN 601NCH DIAMETER PIPESHALLBEINTEGRALLYFORMEDONPIPE. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM D3212, GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND SHALL COMPLY WITH ASTM F477. a REDRAW PIPE SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH ASTM FT58. FILTER FABRIC UNDERDRAJN SOCK SHALL BE TYPE D-31N ACCORDANCE WITH FOOT INDEX NO. IN S. A PE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT INDEX NO, 199. TYPE Da. A.O.S. 76100. INSTALL IN ACCORDANCE WITH FOOT INDEX N0.280. PROVIDE MINIMUM 12- OVERLAP, POLYETHYLENEINSTALL PIPE IN ACCORDANCE WITH ASTM D2321. SACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT B. DISPLACEMENT. M MUM LEVER OVER POLYETHYLENE PIPE SHALL BE AS FOLLOWS: A) PIPE UNDER FLEXIBLE PAVEMENT, RIGID Oft UNPAVED AREAS W HERE BEDDING IS SUITABLE SOILS AS DEFINED IN THE GENERAL NOTES: MINIMUM COVER SHALL BE 361NCHE5 OR ONE PIPE DIAMETER, WHICHEVER IS GREATER: S) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS MANUFACTURED AGGREGATES CUSS to OR I. AS DEFINED IN ASTM D2321: MINIMUM COVER SHALL SE 30 INCHES DR ONE PIPE DIAMETER. WHICHEVER IS GREATER. T. INSTALL UND ERORAINS IN ACCORDANCE WITH FOOT SPECIFICATION SECTION "O. INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS 8. PRIOR TO INSPECTIONS AND TESTING. CLEAN ALL INSTALLED LINES AND STRUCTURES. 9 PPE SHALL BE SUBJECTED TO LEAKAGE TESTING, WHEN THE GROUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE, AN INFILTRATION TEST SHALL BE PERFORMED BY SEAUNG OFF A LENGTH OF PIPE AND MEASURING THE DEPTH OF FLOW OVER A MEASURING WEIR, OR BY PUMPING THE INFILTRATED WATER INTO CONTAINERS FOR MEASUREMENT, TESTS SHALL BE CONDUCTED FOR A NIMUM OF FOUR HOURS. INFILTRATION LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS, PER INCH DIAMETER, PER MILE OF PIPE, WHEN THE GROUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY N. EX -RATION LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION. FLUNG WITH WATER TO A POINT 4 FEET ABOVE THE TOP OF THE PIPE AT THE UPPER MANHOLE OR INLET, AND ALLOWING IT TO STAND NOT LESS THAN FOUR HOURS. THE SECTION SMALL THEN BE REFILLED WITH WATER UP TO THE ORIGINAL LEVEL AND AFTER TWO HOURS THE DROP IN WATER SURFACE SMALL BE MEASURED. THE COMPUTED LEAKAGE SHALL NOT EXCEED IN GALLONS PER INCH DIAMETER PER 24 HOURS, PER MILE OF PIPE AWING SIDEWALKS. AND C URBi T I AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CO DAND BRI N SHALL BE IN ACCORDANCE WITH HE FLDRIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE ERAININGS. MATEEAL STABILITY AND DENSITY REOUIREMENTS ARE AS FOLLOWS: A. 2' TYPE SP STRUCTURAL COURSE (SP-12.5) B. P LIMEROCK BASE: MINIMUM LBR OF IN, PLACED IN 6' MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFID PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE ASPHALT BASE COURSE TYPE 3 MIN. SWILI- OF INC CBS) AT NO ADDITIONAL COST, PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED LIMEROCK BASE C. Ir BLEGRAD,E: STABIL2E TO A NN. LBR OF 40. COMPACT TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY AASTHO T LBO), CONTRACTOR MAY SU STATUTE LIMEROCK SUBGRADE (MIN. LBR OF IN) OR CDNTROLLED LOW STRENGTH MATERIAL ('FLOWABLE FILL'), Fc (28 OAT) = 100-III PS AT NO ADDITIONAL COST, PROVIDED THE STRUCTURAL NUMBER EDUALS OR EXCEEDS THAT OF THE SPECIFIED SUBGRADE. 3. SIDEWALKS ARE TC BE CONSTRUCTED IN THE AREAS AS SHOWN OR THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4' OF CONCRETE WITH A OR -DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SMALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE OF 10, HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE THELORIOA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST -U... SIDEWALKS SNAIL BE 6' THICK WHEN CROSSING DRIVEWAYS. a CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PUNS. CONCRETE FOR CURBS SHALL BE FOOT CLASS 'I' CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI, ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED I- DR CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION ISO AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5 FIELD COMPACTION DENSITY. STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB -BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-F7 WIDE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB -BASE, USE, AND ASPHALT IS PULED IN ONE DAY. PROVIDE MIN. OF ONE TEST FOR EACH PER DAY'S STRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER, ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 18N SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). SIGNS AND PAVEMENT MARKINGS I. AVEMENT MARKINGS LATEST (IMPLEMENTED EDITION OF SMALL BE IN ACCORDANCE FOOT ROADWAY AND WITH THE 'MANUAL TRAFFIC DESIGN STANDARDS. ON UNIFORM TRAFFIC CONTROL DEVICES' AND STANDARD INDEXNO. H200, 11860. USES - U663. 11864, 11865. 1T302,113a4, -1. EDGE LINES, 6' LANE LINES. I SINGLE 2. ALL PAVEMENT KINGS SHALL BE MARKERS ARE TO BE INSTALLED IN ACCORDANCE 3, ARItING STALL PAVEMENT MARNNGS 9T1, NON-REFLECTNE WHITE TRAFFIC aROADWAY TRAFFIC SIGNS SHALL FINISHEDPANELS SHALL BE STENCILED SHEETING IN THREE-INCH LETTERS. 5. INTERNAL SITE TRAFFIC SIGNS ARE NOT 6, THE CONTRACTOR SHALL VERIFY THE ALL PAVEMENT MARKINGS REOURE LAYOUT 8. PRIOR TO FINAL PAVEMENT MARK!NG INSTALLATION, 1 ]3a9. AND 17355 APPLY, CENTERLINES. AND 6' DOUBLE THERMOPLASTIC WITH WITH THESE SHALL BE PAINTED. PAINT PANT. BE MANUFACTURED USING WITH THE DATE OF REQUIRED TD BE RETROREFLECTIVE. REQUIRED LENGTH OF APPROVAL IN THE A TWO WEEK GENEFALLY. ALL LINE PATTERNS, RAISED PAVEMENT PLANS AND FDOT INDEX SHALL MEET THE HIGH INTENSITY FABRICATION, THE THE SIGN COLUMN SUPPORTS FIELD BY THE ENGINEER CURE TIME OF MARKINGS UNLESS MARKERS NO. 173SZ REQUIREMENTS RETFOREFLECTIVE FABRICATOR'S PRIOR THE ASPHALT SMALL CONFORM TD THE FOLLOWING: 6' OTHERWISENOTED ONTHE PUNS. TYPE 911 - n' . a-). RASED PAVEMENT OF FDDT SPECIFICATION SECTION MATERIALS. T DICK OF ALL INITIALS, AND THE NAME OF THE IN THE FIELD PRIOR TO FABRICATION. TD INSTALLATION. IS REQUIRED. JEREMIAH D. ""' P.E. FL. P.E. NO. 65031 GENERAL NOTES Sheet No. FLU: WATERFRONT DOWNTOWN BUSINESS'DISTRICT; x 1 2 3 ua m•n w,«cv / , 7- is) v. 6 a zoo 1 $------------ 23 -- $ —`-- cj ON O 5}r6 RS+•,° /,''' f f 1 6p ssRo. 23 8 , o zLi LAKE MONROE r ze 00 5InQ >aJ , z I z4 s q3 I to m 1 f/ t" ( / _ - `•` _ 20 -WtO 0 i vr,• ., O u 1a m „am'L 14 10' 1a 4 Jm r q' q s. e p a - 34I _7 an _f,—Y_ •l '^ 4 s { h xe J,/ l fj ,y if ,j — — ,13• 2 i r 7 9 12 POND 1 i ti.,an f r ! f/ FDUNTaN 32 < O 20 _ t2 a A 6 11 (51 O 1 9 (s7 4 A 16 R6 22., 1 • , O m 29 z 0 ...,R, O 2 0. ,3 .. :. t21a00 f- 17— 22. 00-4 23f0o— _12 G2-coIn 90'( TYP) Nl#19 10 rrs—.az. L2o 6 1 II may/ 1, f4 -- - - - Z f Wit' — ,oF.NFDRD ER LL eRT aL : _p Da.- — X r 1 mr ZONED: MR-3 ' C/L RWILLIGER LANE r REGATTA SHORES . - ,- E FOUNTAIN SPECIFICATIONS: PROPOSED SITE LEGEND PROVIDE AND INSTALL D 2' SOLID WHITE PAINTED STOP BAR PER FDOT INDEX NO. 17346. 1. TWO (2) 2HP 230 V 3 PHASE VALHALLA O 4- PAINTED SINGLE WHITE SOLID LINE (TYP.) FOUNTAIN WITH CONTROLS AND 200' CABLE O 6" PAINTED DOUBLE YELLOW SOLID LINE - PER FOOT INDEX NO. 17346 1 FOR EACH. 4O HANDICAP STRIPING 2. ONE (1) SHP 230 V 3 PHASE VALHALLA FOUNTAIN WITH CONTROLS AND 200' CABLE. 0 ACCESSIBLE PARKING SYMBOL (TYP.) i 3. THREE (3) 2 LED LIGHT SETS WITH CONTROLS DIRECTIONAL ARROWS (TYP.) AND 200' CABLE FOR EACH. PROPOSED CROSSWALK STRIPING v 4. FIVE (5) YEAR WARRANTY SHALL BE PROVIDED ASPHALTIC CONCRETE PAVING n FOR EACH SYSTEM. 9 PROPOSED CONCRETE SIDEWALK t0 PROPOSED TYPE"O VERTICAL CURB PER FDOT INDEX. 300 PROPOSED Q PROPOSED TYPE"F" CURB AND GUTTER PER FDOT INDEX. 300 CENTERLINE GEOMETRY Q PROPOSED INTEGRAL CURB WITH SIDEWALK Q PROPOSED HANDICAP RAMP PER FDOT INDEX. 3D4 O PROPOSED NOSE DOWN CURB. SEE DETAIL ON SHEET C-5A. O NEATLY SAW CUT/REMOVE AND CONSTRUCT 3SMOOTHTRANSITIONTOEXISTINGPAVEMENT16 PROPOSED LIFT STATION Wl6' HIGH CHAIN LINK FENCE 1i PROPOSED RESIDENTS ENTRANCE GATE i6 PROPOSED RETAINING WALL W/ DECORATIVE FENCE. TO MATCH CLUB HOUSE PAINT. D t9 PROPOSED DROP CURBING PER FDOT INDEX. 300 Q, 20 PROPOSED TRAFFIC CONTROL TABLE. SEE DETAIL ON SHEET C-6A. J 2t PROPOSED DECORATIVE FENCE. SEE DETAIL ON SHEET C-12, 2 PROPOSED WHEEL STOP (TYP. AT SIDEWALK) z3 12' x 8' CONCRETE SLAB (6" THICK) FOR BIKE PARKING RACK. BIKE RACK TO BE DOUBLE SIDED GRID TYPE FOR 12 BIKES, 24 PROPOSED DETECTABLE WARNING MAT PER FOOT INDEX 304 s END OF ROADWAY BARRICADE. SEE DETAIL ON SHEET C-12. 26 PROPOSED GATE 0 n MAIL KIOSK LOCATION Q, 2s BUS SHELTER. SEE DETAIL ON SHEET C-12. 7 DOGWALKAREA PROPOSED 25' RADIUS RIGHT OF WAY Di 3 PARKING SPACE FOR CAR WASH AREA J 32 PROPOSED FOUNTAIN. SEE FOUNTAIN SPECIFICATIONS THIS SHEET. 33 RIBBON CURB S 3a TRASH ENCLOSURE No. Data 2- 24-1] Revision Revisions Per DRC Comments By IB I No. 8 Date 4- 10-18 IRevis on RevseD T-11 withinlTenville er Lane By A Full Service A & E Film IB prcfitacLs M/E/P Engineers Planners Oifces In: Floritla PuertoRico 5-18-17 Revisions Per DRC Comments IB 7- 20-171 DAOC & HUD Revisions IB 8 EnNr°nmental Structural a sw Alchlie ,, rveyors Gonnecboot Maryland8- 30-17 Per HUD Revisions IB epheorp.e TFafiir/TransporUOon s*— N — GRAPHIC SCALE ZONED: RMOI ° 20 40 BD 1 INCH = 40 FEET w0 µrDm fO li m IL POND 2 32 FOUNTAINJ 1 i i ll f} FLU WATERFRONT „ DOWNTOWN BUSINESS DISTRICT SITE STATISTICAL DATA PROPOSED DEVELOPMENT TOTAL SITE AREA: 14.14-ACRES UNIT TYPE: MULTIFAMILY DWELLING PAVEMENT: PARCEL ID' 26-19-30-300-003A-DDOD BUILDING HEIGHT: 4 STORIES 60' MAX. W / ARCHITECTURAL FEATURES DRIVE ISLE - 12 EACH WAY LATITUDE: 28'- -N No. OF BUILDINGS: 5 RESIDENTIAL AND I CLUBHOUSE MINIMUM ISLANDSRE-200S.F. L0NGIL- DE:81-22'W UNIT UNITTYPE OUANPTY OF UNITS CURBING - TYPE FCURBATENTRANCEAREAS TYPE D CURB AT ISLANDS PER PLAN EXISTING AND PROPOSED ZONING: RM/OI UNIT Al STUDIO 20 EXISTING LAND SE: VACANT USTUDIO TOTAL 20 SEE COVER SHEET FOR CONDITIONS OF APPROVAL. FUTUREWA LAND USE ICAmON UNIT A2 1 BED/1 SATH 32 MAINTENANCE DOWNCILASSTOWN WATERFRONTDOWNTOWN BUSINESS DISTRICT (WDBD) UNIT A3 1BED/1 BATH 52 PROVIRESPODE INTETY: OWNERTOPROVIDEMAINTENANCERESPONSIBILITYFOR SITE PROPOSED USE: RESIDENTIAL (MULT-FAMILY) UNIT A4 1 BEDR BATH 32 1 BEDROOM TOTAL 6 SOIL TYPES: 99- WATER EXISTING EASEMENTS, PLATTED STflEETS: UNIT Bt 2 BED/1 BATH 2D MYAKK FINE AND EAUGALLIENESANDSTERWIWGER LANE UNIT02 2BED/2 BATH 52 3-ARENTS BUFFERS' UNIT B3 2 BED2 BATH 52 FLOOD PLAIN t DD YEAR ELEVATION B (NAND BB) MAP Nt 21 t]COD60F FRONT- 35' BE 2 BEDROOMTOTALWELL FIELD PROTECTION ZONES'. SITE IS NOT WITHIN \NETLAND PROTECTION ZONE REAR - 2tl SIDE- 20 UNIT B3 3 BED2 BATH 2° 3 BEDROOM TOTAL 20 REQUIRED MIN. BUILDING SETBACKS TOTAL UNITS 280 FROM: 3 V REQUIRED PARKING: 2 PER UNIT = 560 SPACES SIDE: 2U PARKINGPROVIDEDTOTAL 560 REAR' 20 PARKING RECREATION- 13 HOUSE: 7 CONCURRENCY INFORMATION AREAS PARKING H. C. RECREATION/CLUB HOUSE: 2 20 CAPITA FOR 1 BR TOTAL: 14. 14 AC REDUIRED HANDICAPPED SPACES: 12 480 CAPITA FOR 2BR IMPERVIOUS: 6. 94 AC HANDICAPPED PARKING PROVIDED: 13 60 CAPTA FOR 3BR PERVIOUS: 5AS AC STANDARD SPACE MINIMUM SIZE - 9 x 1 B' 56D TOTAL CAPITA OPEN SPACE: 38.61 % 1.74HANDICAPPEDSPACE SIZE - 12 x 18' W/5' ISLE WATER. AC POTABLE WATER DEMAND @ 132 GAL. PER OAY / CAPITA = 73,920 GPD SANITARY SEWER DEMAND @ 144 GAL. PER DAY / CAPITA = 60,640 GPD SOLID WASTE = 2.02 LOS / CAPITA / DAY=,1'1'30 POS/DAY s NOTE: 1. FOOT PERMITS HAVE BEEN SUBMITTED TO FOOT FOR WORK WITHIN U. S.17-92 & S.R. 46 RIGHT OF WAY. A DRAINAGE CONNECTION PERMIT EXEMPRON HAS BEEN SUBMITTED TO FOOT. 2. NO LAND CLEARING BURNING SHALL TAKE PLACE ON PROPERTY. ALL DEBRIS FROM LAND CLEARING SHALL BE HAULED OFF SITE FRO PROPER DISPOSAL. 51 I t LEI tl V U RIGHT OF WAY PROPERTY LINE CENTERLINE BUFFER LINE SURVEYED WETLANDS LINE v(AP) ACCESSIBLE PARKING SIGN (FTP-25) T(DE) DO NOT ENTER SIGN (R5-1) S) STOP SIGN (Rl-l) T(RT) RIGHT TURN ONLY SIGN (R3-5R) T(NL) NO LEFT TURN SIGN (R3-2) DECORATIVE FENCING. SEE DETAIL ON SHEET C-12. Data W2712018 CPH, Inc. Sheet No. Scale: AS NOTED Lake Monroe NON PL DIMENSIONSITEDApartments566WealFalt°n 51. 3a^7orE. FL 3277, SIIIA P PNane: 40I3 66 1 CITY OF SPNFORD, SEMINOLE COUNT-V, FLORIDA Licenses: Eng. L. O.A. No. 3215 Ao LC N°.A42fi0092fi JEREMIAH D.OWENS,PE. 2018 urvey LB. No. 7t43 Lanrlscp Lic. N°. LC00002aa FL. P. E.NC. 6So3] F N ---G= ZONED: RMOI GRAPHIC SCALE II W`' 0 20 40 80 Z J ! IT- T W j NORTH TO A NROE D 11NCH=40FEET 0 i II I I- N- 1L hN Q OU ( Y Q GRAPHIC SCALE p J/ir I' Eow E«- Z 0 20 40 80 e <+ V-.•1 332ar ` i l :'904z l,2+68' j- \,/ tLa+' l!I zo5.a5 F., I I 1 INCH = 40 FEET O a ee I e rfl F/ \ ati7Ib g anu - I f oal!!--Rik--------------- - FDOT HAS NOTED 70 A) 23 2 7.QO' l DING SETBACK _ _ =_D123---------- -- ' R G Z---- --- 4Fz-,83 (D) 23 L'45 (A) THAT THIS MEDIAN I O I i MAY BE CLOSED IN 0 © B o m PI:F I.R io 1 `4, 'A Ee 9C 6-9Gv. A 3 l LL i THE FUTURE AND Q Rm.O' 6 TERWILLGER LANE D Il G P) - 10 z LE o B D- I I _ I W H m I 9 I' m LL B y r j II' N 1t T`A GLHT IN RIGHT OUTRIGHTIN/RIGHT OUT O B I I B 9 I- Z E; j} E i I N ,I ONLY O o 9 m 9 o Ba 9 o 0 9 I zN -) 4+„x4" CM i D - I z4 - O 7a s - - 19.amP.1 z4 I. 7a°o, fan s, o L 1 CJII W-.v.13-`ti u 863U0 IL m - - L32 0 8 - 10 m m m .: ,B to - N S0. I 3 II " LO I ZONED:(( Z Ii 13 r a 3 13 W j LL FOUNTAIN 32 W O Is. 13 / i4P I i+n 5 29 = rnl Q r 1 f G C-2 aa wn I' 14 " S s 10 m 9 4 ^ I 14 m I m LL 14 pp W GQ 9 4 9 a 9 I! B a Z a + I " Q LIj Q. +e9 .o' ' 35.v 1e.o' z v to Q s ,fio z.Ir L+L a z 6 ,0 - a l" rr1 W I BID It - - r 5 4 9 2 N 2 9 9 2 1 1 2 OB A F OOF I I CLLOT( I 2 R3' 2 11 I L r 5 I Q Q ! zs B BI I• s I 11 iD __ j j 6 I# i W 20 20 E 20 - 26 > - 31 10 I J - e Rt0 24 - - - - - R G• 24 ] ) ,D i0 24 13 , 34 II 9 IiI FLU: WATERFRONT tj a c:l N p - ry - 2fi I U 2 29 00 ® f 9.0 (ttP.l 0 St.- ® ® ® 35+00 i 1 14 N L 0 9.v(ttP.l - y 12 8 - - L - 90mP.) B 17 9 _ ftaN DB „ •` ¢ DOWNTOWN BUSINESS DISTRICT ~ Zgr00 en 10 8 ~~ , 0_ - y _ - 1 O _ __ _- _ _ - _ - - - - 19 { I ._-... -_ _..- -- .____ _ _ _.- - W DIII . -. d 4 s 10 10 , B I. 28 EX ST RELOCATED ASSEMBLY N 3 60 OBE RELOCATED LE. OF 2< U -- _ - ..._. ...-. ..... I WIDESTOPBAR 35 10 20.005 BUILDING SETBACK E in l 14 35 r 9041 8-7_.Q. ... ,.: 1i. 6.. i ;...... fF .%i:. , ,. aTr or sAwroAo rewwue TIT - Fcw wPcwMAnON Pu oNLY, . ^sr - ! J O 21 - . Z5 3-`_`- 25 6 24 .. }" ]a2 -. 1 Iy, SITE LEGEND - - - _ - .>_ FR I ANE L _ PROPOSED SITE LEGEND Qt 2' SOLID WHITE PAINTED STOP BAR PER FDOT INDEX NO. 17346. O 4" PAINTED SINGLE WHITE SOLID LINE (TYP.) D6" PAINTED DOUBLE YELLOW SOLID LINE- PER FDOT INDEX NO. 1734 O HANDICAP STRIPING 5 ACCESSIBLE PARKING SYMBOL(TYP.) 6 DIRECTIONAL ARROWS(TYP.) PROPOSED CROSSWALK STRIPING n e ASPHALTIC CONCRETE PAVING 9 PROPOSED CONCRETE SIDEWALK 0 PROPOSED TYPE "D" VERTICAL CURB PER FDOT INDEX. 3DO PROPOSED TYPE "I'" CURB AND GUTTER PER FDOT INDEX. 300 t2 PROPOSED INTEGRAL CURB WITH SIDEWALK 3 PROPOSED HANDICAP RAMP PER FDOT INDEX. 304 PROPOSED NOSE DOWN CURB is NEATLY SAW CUT/ REMOVE AND CONSTRUCT o SMOOTH TRANSITION TO EXISTING PAVEMENT n1B PROPOSED LIFT STATION W/6' HIGH CHAIN LINK FENCEt> PROPOSED RESIDENTS ENTRANCE GATE S tB PROPOSED RETAINING WALL W(DECRATIVE FENCE s PROPOSED DROP CURBING PER FDOT INDEX. 3DO 20 PROPOSED TRAFFIC CONTROL TABLE, SEE DETAIL ON SHEET G6A z1 PROPOSED DECORATIVE FENCE g 2 PROPOSED WHEEL STOP(TYP. AT SIDEWALK) n 12' X 8' CONCRETE SLAB (6' THICK) FOR BIKE PARKING RACK. BIKE RACK TO BE DOUBLE SIDED GRID TYPE FOR 12 BIKES. z4 PROPOSED DETECTABLE WARNING MAT PER FDOT INDEX 304 z5 END OF ROADWAY BARRICADE. SEE DETAIL SHEET C-12. zs PROPOSED GATE E i 2) MAIL KIOSK LOCATION Q ze BUS SHELTER. SEE DETAIL ON SHEET -12. Q 29 DOG WALK AREA Q 3o PROPOSED IFRADIUS RIGHT OF WAY PARKING SPACE FOR CAR WASH AREA j Jz PROPOSED FOUNTAIN. SEE FOUNTAIN SPECIFICATIONS SHEET C-5. 33 RIBBON CURB 34 TRASH ENCLOSURE 3 35 RELOCATED EXISTING LIGHT POLES WITHIN TERWILLIGER LANE IMPROVEMENTS. 3 No. Dade Revision E ns 2-24-17 Revisions Per DRC Comments 8 5.18-17 Revisions Per DEC Comments A 7-20-,7 CAOC 8 HUD Revisions 8- 30-17 Per HUD Revisions N ( 4 DEADENDREFLELTORS a RIGHT OF WAY - F I REMOVE EXISTING ZONED _ MI-2 - - -33 -- - - -- - - - - - - - - W PROPERTY LINE 14 OF EXIS TNG PAVEMENT EDGESAWCUTEXISTGASLTTRAIL.CONSTRUCT 24 7 14 AND CURBING- PAVEMENT III CENTERLINE ' NEW' 1TTRAIL PEn-IERwICUGER'1;4NE SECTION -'--'- - 19 - '---- -- --- "---' -- -----grvD CURBING-' -----'-'-- - - --- V/ BUFFER LINE OD AND TRAIL REPLACEMENT DETAIL BELOW. -MODIFY CURB ASNECESSARI TO CONSTRUCT AGA RAMP. 3' 3'-•-•--- SURVEYED WETLANDS LINE 12 Apq RAMP PER FOOT INDEX J04. I I TOP OF CURB -___TRANS. REBWILU-T I- r-( AP) DO ESSIBLE NOT ENTER SIGNGS-1) (FTP- 25) i-1rz'ASPHALT SP12.5 2,N- H.6'(TYP.) corvTw.cnon ncwEn SIDE DO NOT ENTER SIGN RSi I B (ttP ) ( ) uc Is MIND PAVEMENT - v- IS) STOP SIGN (R1-1) iF v PAINTEDTRAFFICYELLOW B' CRUSHED CONCRETEBASE VSTABILIZED SUB -BASE TO A MINIMUM LBR MIN f_ 'Iapvos[o 5 lwu NOTE: ( RT) RIGHT TURN ONLY SIGN (R?-5R) COMPACTED TO A MINIMUM OF 40. COMPACTED TO A MINIMUM DENSItt T STRIPING TO BE SOLID WHITE, ELEVATION VIEW T(NL) NO LEFT TURN SIGN(R3-2) DENSITY OF 98%OF THE MODIFIED OF 96% OF THE MODIFIED PROCTOR DRY PAV M_N PROCTOR DRY DENSITY. DENSITY. CROSSWALK STRIPING DETAIL NOSE DOWN CURB DETAIL DECORATIVE FENCING. SEE DDMPADTEDeENE4TH PRo7SED-----' - sio. ALKAREAiDN%MAX. . .. ..... ... ......: DETAILONSHEETC-12, eTRAIL REPLACEMENT DETAIL DENVTYPEBA41HTD1., eo C.. r. 4 N. T.S. 6„ 30' SURFACE MATERIAL ' 5HF ' 1Y ,2' t2' 1B' 12' I 24' B]YJ PARKING DRIVE ISLE ORNEISLE DRIVE ISLE DRIVE ISLE rSE COURSE 6" RAISED CURB PARKINGSPALE DRNEISLE DRIVE ISLE 2. INTEGRAL CURB & SIDEWALK 7I ZIP. 6' TYP. I SURFACE MATERIAL _E Nis 2'TYPE ' F' 2'ttPE'F' ZTYPE'F 6'ttP- I 6'ryP. I ''''jI j' INTEGRAL CURB&SIDEWALK 6-ryp CURB,, B' CURBANDCURB AND H I CURB AND I IryPE'O'CURB TYPE'D'CURB TYPE -D'«BABE COURSE 12 C GUTTER GUTTER I GUTTER 2 2 % 2 I 2q. TYPE D,CURB RIBBONCURB 2.0'ttPE SP12. 5 ASPHALTIC CONCRETE OA WHEELSTOP 20-TYPE SP13.5 ASPHALTIC CONCRETE OA 2D'TYPE SP125ASPH FC CONCRETE OA 2'R OA 2- FOOT TYPE 59S STRUCTURAL ASPHALTIC CONCRETE S'UMEROCrc BASED ADJACENTTO B' LIMEROCK BASED ' B' LIMEROCK BASE OB WITH AMINIMUM STABILITY OF 1,500 CBS. SIDEWALK (ttP.) 3. R COMPACTED TO A MINIMUM OF 95% OF THE tY STABILIZED SUB fl45E O 12' STABILIZED SUB BASE OC 12. STABILIZED SUB BASE © MARSHALL DESIGN DENSITY, TO BE PLACED IN 12' -r TWO LIFTS, THE FIRST LIFT SHALL BEA MINIMUM PAVEMENT SECTION A -A PAVEMENT SECTION B-B PAVEMENT SECTION C-C s(4-°ri'.s 112' OFIINCH OF COMPACTED TYPE 89.5ASPH4LT. N T.S. N. T 5. N.T.S. J_ THE SECOND LIFT SHALL BEA MINIMUM OF 1 INCH OF COMPACTED TYPE S9.5 ASPHALT AND SHALL BE PLACED CL 15' RAY B ONLY AFTER THE CONSTRUCTION OF ALL RESIDENTIAL 30' 30' T 8 ROW, 3b 12 2' UNITS IN THE PROJECT IS COMPLETED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF IB' 12' t2 18' ITEBWILLIGER iPaL, I TYPE FCONCRETE CURB &GUTTER STDRMWATER DRAINAGE BETWEEN LIFTS. A PERFORMANCE KING DRIVE ISLE DRIVE ISLE PARKING 2, t2' 12' 2, e i R. BONDISREOUIRED FOR THE SECOND LIFT. EXIST, GRADE 6ryP I 3'R FT MATCH SLOPEOF COMPACTEDTO A MNIMUM DENSm OF 9B%OFOTOHE CURB & SIDEWALK TYPE V' CURB PAVEMENT MODIFIED PROCTOR DRY DENSITY. (PABHTO- 4ADJOINING k2S SUB BASESTABILIZEDTOAMINIMUMLBROF40, BEE TXNIZeMODIFIED COMPACTEDTOA MINIMUM DENSITY OF 98%OF THE PROCTOR DRY DENSITY. UASHTOILLTYPE REPLACEMENT NOTE: TYPE FT- B- TYPIES"llASIHALTIC-CESTE U0.88 GUTTER DETAIL THIS B' TACK OR PRIME COAT IS REQUIRED IN ACCORDANCE WITH THE CITY OF SANFORD REGULATIONS ttPE SP125 ASPHALTIC CONCRETE OA H GUTTERSHEET. CURBA OA 2' TRAFFICSHOULDNOTBE ALLOWED ON THE SUBGwADE UNTIL THE BASE IS PLACED 12! E a-uMERocrc BASO ue'MERocrc agsE e SPILLTYPE F CONCRETE CURB & GUTTER TOAVOID RUTTING. BEFORE PAVING, THE BASE SHOULD BE CHECKED FOR SOUNDNESS. 12' STABILIZED SUB BASE O 12"STABILIZED SUB BASE C O Nt GENERAL NOTES BASEMATERIAL SHALL BE EXTENDED A MINIMUM OF 6' BEYOND THE BACK OF CURB AND SUBBASE SHALL BE EXTENDED 6- MIN. BEYOND THE BASE, PAVEMENT SECTION E-E TERWILLIGER LANE SECTION D-D 1. THE CONCRETE FOR. AND CO PRE-DEPARTVEST STRENGTH OF PSI, CLASS 'I'CONCRETE. AND HAVEACOMPRESSIVESTRENGTHOF2500P51. SEE SHEET 3FOR ADDITIONAL PAVEMENT SPECIFICATIONS. NT.S. N.T.S. 2, ALLCURBSBHALL HAVE CONTRACTION JOINTS AT INTERVALS FLEXIBLE PAVEMENT CONSTRUCTION NOT TO EXCEED 10 -0-. N T S. A Full Service A & E Firm Offs- IF: Desi9netl by: 16 Date: B/z7nD1B CPH%Inca Drawn by: JDH Sheet NO. is MIEIP Floritla Sw e'. AS NOTED Lake Monroe Apartments SN West FWl S, Sel. P. 32111 Eigineers Rannars 'Puerto Rico Checkedby'. IS Ph.-407.322.6.1 SITE DIMENSION PLAN / // mental SvucturaI ' Connecticut Approved by' JED OITY OF SANFORD, SEMINOLE COUNTY, FLORIDA Licenses'. V' 'e La -pe Architects Surveyors M. r I.nb Eng. L.D.A No. 32t5 Are11. Li UNo.AA2600928 JER FL. P.E..OWENS, P. E. T11PoTrenspo iIt Job No. A9202 2016 Survey LB. No. ]143 Landscp. U. No. LC0000298 FL. P.NO. 6503] APPROXIMATE LOCATION OF EXISTING 5' SANITARY FORCE MAIN. CONTRACTOR TO FIELC VERIFY LOCATION PRIORTO EXISTING SANITARY FORCE MAN i t` 'i" ./ f j POND 1 r / FOUNTAIN 1 fff/ 1 J00 a I. A F!J FM ,_ _.._FM FM , -- FM GRAPHIC SCALE o zo as Bo 1 INCH 40 FEEf ji I II3Orslx. Ey ® 6 -a I I '17 POND 2 FOUNTAIN f s i i 1LJ 1 S6 22V00 23+00 ((- 24 00 H L19 15 _ . PC' BENDA T45° BEND _ • x:s£HP39. T x6tiS 1 f TOP OF 24'=2.0 " 3 t. µ~ i FL.FM. _30 zz i n •. fr / Ff Nf ff/,!% it%mil! r flf y . f // Ln SEE SHEET C-9'OFFSITE UT CITY P@AN' i !: ff; ` I FOR OFFSITE WATERMAIN ROUTE WATER MAIN KEYNOTE LEGEND SANITARY SEWER SCHEDULE O8'WATER MAIN 24 POINT OF CONNECTION. FIRE DEPARTMENT O REMOVE EXISTING PLUG AND OPROPOSED 4DIA. SANITARY SEWER MANHOLE 89 iD LF.-6'SANITARYLATERAL@10% OCONNECTTOBUILDINGSANITARYSEWERWI O 8-45°BEND CONNECTION, ONECTIOATOR , W/3' CHECK VALVE b POST LVECONNECT TO EXISTING FORCE MAIN EAST L81D OPOSE04'OMANHOLE 5' CLEANOUT AND 6' WYE, INV, 11.ED 1 03 3-GATE VALVE B BOX 5 8"n8"TEE A Ai PLUG VALVE8BOX AT PROPERtt LINE- RIM ELE10.00,3S' N. INV. 835 (e') EV, RIMELEV. = 12,5A KITCHEN WASTE) O4 10'n8'REDUCER 26 I' POLYETHYLENE SERVICE SHEET L-15 FIG. 305 S. INV. 6.40 (8') E. INV. 9.00 (8') E. INV. ( S. INV.8.95(6') O 40 L F - 6" PVC SANITARY LATERAL @ 1 o% KITCHENWASTELATERAL) O5 DOUBLE DETECTOR CHECK VALVE PRESSURE SWITCH. PER CITY OF SANFORD OON PROPOSED 3D2LF.- 8' SANITARY SEWER W. INV, T.ED RE) ASSEMBLY W/8"FIRE FLOW METER PER 4' x2'TEE SPECIFICATIONS AND DETAIL REFER TO PVC ( SDR 35)@041% 81138LF.-B'SANITARY SEWERa 3% OC1.2° U56'WYE WI6'CLET+NOUT, INV. 11.10 CITY DETAIL, FIG. Sol. SHEET C 15 A 28 (NOT USED) FIG. 305 SHEET C-15. U6 PVC SANITARY LATERAL@1.0% A O PROPOSED 4'DIA. SANITARY SEWER MANHOLE O68'n 3'TEE A29 (NOT USED) B PROPOSED 460 LE,-6-FORCE MAIN STA. 32vi5.94,5 T4'EAST T CONNECT TO BUILDING SEWER WI FCLEANOUT OS- EW1 - U] S- ME WI6"LLFANOUT, INV-t090 07 10' GATE VALVE 30 (NOT USED) OC PROPOSED LIFT STATION E. INV. DO, RIM ELEV. = 14.05 N. INV. 9SSW) INV. 6.60 T01 35 LF.- 6' SANITARY LATERAL @1.N% UB PROPOSED T50 GAL, GREASE TRAP OGO N NECTTO EXISTING I2-WATER MAIN WI 12'x-TAPPING SLEEVE B VALVE 31 CONNECT TO BUILDING FIRE SERVICE 3 4'WATER MAIN PROPOSED 20 L. F-8"SANITARY SEWER OB. INV. 9.T0(8') EINV. 10.00(a") T02 PROPOSED 4' DIA SANITARY SEWER MANHOLE RIMELEV INV. IN 1065 INV. OUT 1CSO O9 HOSE BIBB B BACKFLOW ASSEMBLY 33 3' RECLAIMED WATER METER, REFER TO SNP 35) @CAbn p PROPOSED 3M L.F.- B'SANITARY SEWER O 1070N. INV. fi25 8 SL.F.-6'PVC @ 1.0% SHEET C- 15, FIG. 502) PVC OE PROPOSED4' DIA. BANITARY SEWER MANHOLE PVC (BDR 35)@040% S') E, NI6.T5 (B') U9 PROPOSED 4'DIA, SANITARY SEW ER lMNHOLE O10 a' ME A 34 fi"TEE O STA2D,PC62. 10.38' EAST RIMELEV.=10. 30 O PROPOSED 4' DIA. SANITARY SEWER MANHOLE O W.I NV. 6.OD(8') RIM ELEV. = 11 CONNECT TO BUILDING POTABLE COLD S. INV. 3iD t8") STA 35. 23437.68' EAST T3 CONNECT TO BUILDING SEWER W1 I CLEANDUT EINV. tp.55 (6') a") WATERSERVICE 35 a" x a'TEE W, INV. 3 RIM ELEV. = 16.25 AND 6' WYE, INV. 8.35 (KITCHEN WASTE) W, INV,995 (8') Q 4' POTABLE METER 36 6'90°BEND EINV.500 (B') N. INV 10.95It') E. INV. 11.00 (B') T4 30 LF.-6'PVC SANITARY IATERAL 1.OpY°TD @ LE-8'PVC SANITARY SEWER @042% 13 VALVE ASSEMBLY A 37 (NOT USED F PROPOSED 215 LF.-6'SANITARV SEWER O ABUILDING SEWER W/6'LLEANOUT O KITCHENWASTE LATERAL) 138 L. F.-8'PVC SANITARY BEWER@0.43Y° O PERCITYDETAILCTORCHEETHECKPERCITYDETAIL. FIG Bob., SHEET G16 38 8' 11-t14° BEND PVC (BDR 35) @ 042Y° AND 0' ME AND 6' WYE INV, 7.00 T 6" PVC WYE W/ 6' CLEANOUT, INV.805 O OVCONNECT TO BUILDING SANITARY SEWER WI 14 6' WATER MAIN 39 6'45°BEND OG PROPOSED 4' CIA, SANITARY SEWER MANHOLE O PROPOSED 70 L.F.- 6' SANITARY SEWER O20 LF.- Y PVC SANITARY LATERAL @1 DO% 6" CLEANOUT. INV. 12.05 15 2' WATER MAIN 40 6- GATE VALVE AND BOX. PRO 22. 39.11,15.16' EAST RIMELEV.=10, 35 PVC(SDR 35)@ 285% 6' WYE N'I 6" CLEANOUT, INV, 7.85 V1 20 LF.- 6' PVC SANITARY LATERAL 0% O @1166' n4'TEE A4t (NOT USED) S.I V.-AIS-) N. NV. 4.fi0(S') OCONNECT TO BUILDING SEWER WI 6' CLEANOUT, INV. 9.00 B PROPOSED T50 GAL GREASE TRAP O jeIROPOSED4' III SANITARY SEWER MANHOLE Ate-/ RIM ELEV, =1560 17 FIRE HYDRANT ASSEMBLY PER CITY REQUIREMENTS. NOTE FIRE HYDRANTS 4 2' GATE VALVE AND BOX E. INV, 465 IS') S1 20 LE-6- PVC SANITARY LATERAL @375% O I.vvLNT.80 INV. OUT755S. INV, 11. 85 DO') 11.75TORELOCATEDA MINIMUM OF 3'FROM 43 2'45'BEND OH PROPOSED) L.F.-8"SANITARY SEWER PVC (BDR35) @ 0.69% SL. F.-6'PVC@1.00% W. INV. ( 8') 10 105 L F. - 8' PVC SANITARY SEWER @ 043% BACK OFCURB. 8" RESTRAINED PLUG 44 O152 PROPOSED 4'DIA, SANITARY SEWER MANHOLE 1 Te PROPOSED 4'OIA. SANITARY SEW ER MANHOLE 18 6' x4'REDUCER A 45 PROVIDE A DIRECTIONAL BORE UNDER O AOPROPOSED 4'DIA. SANITARY SEWER MANHOLE RIMELEV. = -) STA 25 21 EAST S. INV. 8.25 (6") RIM ELEV - 10 40 V4 CONNELTTO BUILDING SA INV 12SEWER WI 6' LLEANDUT AND6' WYE t250 19 0' 90° BEND THE EXISTING TRA L FROM THE EAST 1525' I ELEV.-1270W. INV. 8.1T (8') E. INV. T 50 (6') INV. KITCHEN WASTE) 20 B'%6' REDOGER RIGHT-OF-WAY TO THE 9D° BEND WITH 6'HDPE 6. 58 (8') S3 106 L. F.-B'PVC SANITARY SEWER@0.40% W. INV. T. OS IS-) VS 10 LF.- 6'PVC SANITARY LATERAL@1.0% VALVE S S. I V. 663(8') E. T.00 1 10 TO LF.- 8' SANITARY SEWER @0.42% KITCHEN WASTE LATERAL) 1 4' GATE BOX 6'FIRE BEND 46 TOP OF 6' WATER MAIN ELEV. 3.p TOP OF 6' FM ELEV. I.D 8') JO PROPOSED) SEWER O CONNECT TO BUILDING SEWER WI6' CLEANOUT KT ) AND 6' WYE. INV, 9 SO (KITCHEN WABTE T11129 LF.- 6' SANITARY SEWER @1.05% O 6' CLEANOUT, INV, 12,40 23 6'FIRE SERVICE LINE (C-900 DR 140R 0.40%"SANITARY PVC (SDR 35)@0.40% SOS 10 LF-6'PVC SANITARY LATERAL @t.0% CONNECT TO BUILDING SANITARY SEWERWI yOj pftOPOSED ]50 GAL. GREASE TRAP DUCTILE IRON) KO PROPOSED DI195, SANITARY SEWER MANHOLE 866' ME WI 6' CLEANOUT, INV. 940 6' CLEANOUT, INV. 11. 50 O35 LF- 6' PVC SANITARY LATERAL @5.14% INV. IN T 12, INV. OUT t2.102647RIMELEV. =1255 O 6' CLEANOUT, INV, 12.05 N. INV. 7.30 R-) Si PROPOSED MC GAL GREASE TRAP AU2 PROPOSED 4' DIA. SANITARY SEWER MANHOLE S. INV. 7,35 R') INV. IN 935 RIM ELEV. =14,20 N. INV. 9 7D IS') O 10 L.F. - 6' PVC SANITARY LATERAL Q 10% AOPROPOSED 211 L.F.- 8' SANITARY SEWER PVC (SON 35)@047% INV. OUT 9,10 BB fi'CLEANOUT, INV. 9.05 E. INV, 965 IS') W. INV. B..(a') m La PROPOSED 4' DIA. SANITARY SEWER MANHOLE RIM ELEV. = 15.40 E INV. IT30 (8') N. INV. 11 95 S) INV. 1135 CE, O36LE - 8' PVC SANITARY LATERAL @ 34T% OW CONNECT TO BUILDING SANITARY SEWER WI 6' CLEANOUT, NV. 13. 00 W01 35 LF. - 6- PVC SANITARY LATERAL @ 2,28% W1 PROPOSED 4' DIA, SANITARY SEWER MANHOLE RIM ELEV. = 16.30 N. INV. 1220 (6-) E. INV. 12.13 ( a') W. INV. 12.05 ( 8') 1 W3 70LF.-8- PVCSANITARYSEWER@045% W4 CONNECT TO BUILDING SANITARY SEWER WI S' CLEANOUT AND IE WYE , INV. 13.95 KITCHEN WASTE) WOS 45 L.F. - 6- PVC SANITARY LATERAL @ 1.00% NITCHEN WASTE LATERAL) O6' CLEANDUT AND 6' W YE INV. 13.50 W] 20 L.E.- 6- PVC SANITARY LATERAL @ 1.0% O6" CLEANOUT AND 5' WYE, INV, 13.30 W9 PROPOSED ]50 GAL GREASE TRAP NV. IN 13.25 NV. OUT 1300 S L.F. 6 VC @ 1.OY> 1 R PROPOSED 4' DIA. SANITARYSEWER MANHOLE IM ELEV 16 SoE-INV- 12.95 ( 6') W. INV. ISA5 DE) O132 L.F. - B' SANITARY LATERAL @ 0,80% FIE REFLOW TEST: PEFORMSTATIC = 75PSI (ON TERWILLAGER LANE) RESIDUAL = 52 PSI (ON NARCISSUS AVE.) DISCHARGE DURING TEST= 1. 095 GPM AVAILABLE FLOW AT 20PSI = t 3D0 GPM AVAILABLE FLOW AT 0 PSI =1 65C GPM LEGEND a- = PROP. GRAVITY SANITARY SEWER LINE PROP. FORCE MAIN FlY- PR OF. FIRE VVICRLNE w PROP WATER MAIN PROP STORM SEWER PIPE PROP.6"UNDERDPAINPIPEANDCLEAN-0UT PROP. GAS MAIN E- - PROP. UNDERGROUNDPRIMARYELECTRICSERVICE DE- = PROP. CONDUIT FOR SECONDARY ELECTRIC SERVICE T- =PROP. UNDERGROUND TELEPHONE SERVICE C- =PRO'. CONDUIT FOR TRAFFIC SIGNAL CONTROL IC---- =PROP. CONDUIT FOR IRRIGATIDN CONTROLS I ELECTRIC Ts--- = PROP. CONDUIT FOR FIRE PROTECTION TAMPER SWITCH PROP. UGHT I T N_ 13 US-'' 7 8 No.1 Date I Revision B No Uaie Revision B Desl Cb o ua1e: eltlltUl6 y y A FullServiceA & E Firm 9n Sheet No. orcices In: CPH, Inc. A 518-1] ReVlsions Per DRC Comments 5-8-17 IB ® 69-15 Revised ARV to PI,ValVC at Prope Line IB Florida Drawn by: Scale: AS NOTED 50O West Ful1- St. Sanford, Fl. 3zn1 achneas nvEIP Lake MonroeApartmentsCOMPOSITEUTILITYPLANA 7-20-17pAQC8HUDRevisionsB ® Engineers Hennes 'Puerto Rlw Checketl by: Ph one:407,3226841 ii' Envimnmenlal SW h, ConneChVLtCRYOFSANFORD, SE-NOLE COUNTY. FLORIDA Licenses: A 4-10-18 Revisetl Force Main and Water Main within T¢nvi i ¢r Lane B A LarMa Archilecta Surveyors Maryland Approved by: Erg. C. O.A No. 3215 ArcM1. Llc. No. AA2600925 JEREMIAH D. OWENS, P.E. A 5-25-18 1 OADC Iwww.cphcorp.com I Job No 1 A9202 2018 Srvey LB. No. 7143 LartlSCp. Lic. N. LC000O298 FL. P.E. NO. 6507 O GRAPHIC SCALEiiII02040 60 PROTECT EXISTINGI I VALVES I I. I 1 INCH = 40 FEETI FOR MM CONNECTION SAWCUT REMOVE AND REPLACE YI PAVEMEENT, BASE SUB BASE.. CURBING, AND AOA PAMP CONNECTTO, EXIST: TAPPING'SEEEVE 16 ftNMWI I6'x0' ANDVALVEY ( SP rr I lill I II f1I 1 iII 1 it II\ ' II 4v M 4 ry - 36 `i 1:1 SAWCUT AND REMOVE EXISTING PAVEMENT PAVEMEDCURBING. fL 0 * L n L39 EXIST, 6' FIRE MAIN REPLACE TO PAVEMENT ANO f x 21 r 36 23 36 CB TO OKSITE IRRIGATION CURBING SPECIFICATIONS N 0 P 0 _ _ _ l II SEEIRRIGATION PLAN 36 T4 40 i4 Tfi 2'I 3 3 g c n , i I CONTRACTOR SHALL SCHEDULE FIRE INSPECTOR y XI PROTECT ESTING2iREMOVE11r DURING THSWCLOSEEYJSVALVEDASSEMBLYPROPOSEDleX BT Vr '--'yam---- ---'-'--'— -' '- 1ryw --- - -- - - EASEME E O ATE EAST OFB THERNJ. PROVIDE EXISTING FASSEMBLYEMLPIPING AND DWATER METERUTILITY ` TB ; 333e -NOFIT7tVCS FOR THE G LOON T ESAD—OW AFTER RELOIS COMPLETEl{?t M+w 4 I• cITY OF SAHFonO rw+a eceA rRNL _. .. _ .._.. - ... ... ,. -.. -' .. •. ,- - , .--'.—.. --, Fo - o • ERw uecEn rrwL'—' •, ' ';' . e.. n--s —. ....- _-. _.._+-+-.._._...--..,,,.-..,._.._ -.--. Wit._ ._ _. - __:.. .. _...__-_:- .a__ - _s. _ A .-++.\ • .5 so " 45' EXIST NG I2'WM r< L rvy,• E - - _.. _. ___ , ACE___ __.,,. _ ... _.__ __ ___ ___rvµy v,.m_____..._ ._ .___Ayy .. _.. __._._.- .___. __..__ _ _ _. _.___ .. ... _...,. ,. _. _.... _. ._...__. _.- IyµJl___... ___, -__._ _ -__, __,. _ __ , A— NTAINVERTICAL EXISTING CLEARANCE REQUIREMENTS _ TAPPING SLEEVE F.v x. s F cu EXISTING FIRE HYDRANT I u WATER MAIN CROSSING. AND VALVE© - / WAS RELOCATED PER TRAIL SEE SPECIFICATION.. 11 MY CONST FIiTINGSa 1OV iY G ADJUSTMENT S REQUIRED FORit es irvNo ea`L ADJUSTMENTDURING .. INSTALLATION OF F PROPOSEDI4' x 23' ERCP. L NOTE: SEE SHEET C- 7 FOR SANITARY SEWER SCHEDULE AND PROPOSED KEYNOTE LEGEND. LEGEND PR OP, GRAVITY SANITARY SEWER LINE PROP. FORCE MAIN PROP. FIRE WATER LINE w = PROP. WATER MAIN PROP. STORM SEWER PIPE PROP. 6' UNDERDRAIN PIPE AND CLEAN -OUT G-- - PROP. GAS MAIN E— = PROP. UNDERGROUND PRIMARY ELECTRIC SERVICE PROP. CONDUIT FOR SECONDARY ELECTRIC SERVICE PROP. UNDERGROUND TELEPHONE SERVICE c— = PROP. CONDUIT FOR TRAFFIC SIGNAL CONTROL PROP. CONDUIT FOR IRRIGATION CONTROLS ELECTRIC PROP. CONDUIT FOR FIRE PROTECTION TAMPER SM TCH it PROP. LIGHT Sri J 3 No. Date Revision By No. Date Revision BY A Fu// Seiv/ce A & E Film Offices In: Florida Puedo Rim Connedicul Designee by: Date: a z7lzote LakeMonroe Apartments rT e CPH,elnc.y COMPOSITE UTILITY PLAN Sheet No. I 0' S$-17 Revisetl Per DRC Comments IB Drawnby: cneGkee dr: Gale'. AS NOTED Soo wesl Fulton St Santoro, Fl. 322T1 Phone: 401.322.fiB41 Licenses: E., 0. No. 3216 l.h. Li.. No. AA23B0926 8 7-20-17 OAOC IB Q/ Engmeee Ra nee Enrimnmenial SVuctural APPrOved dy' OF SANFORD. SE NOLE COUNTY. FLORIDA JEREMIAH D. OWENS, P.E. a 8 4-10- 18 Re Sed Trall withinTerwillierLaneIB8olantlsrapeArchiteclaSurveyorsMaryldntlSurveyLe. No, 1143 Lantlscp. Lic. No. L00000290 FL. P. E. N0. 6503) JOb NO. A9202 2D g Q w.CphCOIp.COTT,01Trensppnatlpn SEE f:;— r [RR Rmne Rao[ j TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 IIIIIIIII'Illllllll,-IIIIIIIII'Illllllll'---- IIIIIIIIIII'IIIIIIIII'lllllllll'llllllllll1111111111'lllllllll'--IIIIIIIII'- IIIIIIIIIItlllllllll,III.IIIIIIIIII'IIIIIIIII,IIIIIIIII,lllllllll'Illllllll,lllllllll'Illllllll' NOTES: 1. FIRINGS SNALL DE RESTRAINED — ME i INSTALL TLL IENG11a OF PIPE MITN M4 IFNGTN CONTAINING DNLTRESTRAINEDJOBLTSEWLLTO011GREATERiNANLENGTHSHD.VN w A0.F 3. YIELM GREATEST LENGTXOOF RESTRNNEDD PINGSAREECE. USE FpTINO WWCN N. E 1D N E DMRS FIYNSTNOTHERRSpMDTNERUFIRINGSNEEDMOTRERFSiP.UHm S LF35 GrzO. E WFF1 THE PROCEp UREO UTLSL.HN'RIRUST RESTRAINT DESIGN FOR NASSDYPTNIXS_ E• BLJSNm PRA NTTII TIE FOUA/ING TYPE OF PPE' MO L DE PRESUE: PYC sSl. P.S.L COIL DESIGNATION GONO1Ti0N5 TOOBE BE COYPLETm BY RIC ENGINEER Au uvID Awml[ TAR (TYFrAy AIaN M rRC Tu[ WIAIL POTABIE W PIPE IDENTIFICATION POTABLE WATER) CITY OF SANFORD 1 1999 FIG. 110 SU- Mrioi r K a a xaE S) I I, UOS AND DENT TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 1.1 cRGuxo LEVEI. - j\` I' GW. NEUDUS ME BE MIT 1• H TI cmlaiaRUR .m•n R.Rem Am! v siW Wma. iBEGLAME, LLT i 4 SAu v. YKnImmY'utns n o F ORS—) ,uie. M We >WL i %m ED ANR TGDTR ALLY Nm ERleppp I p I E pyyqqRRRQ. ARN SI J ai• - ttRj I Y ®, CONCRETE CRADLE Ia Rla CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FWISNED GRADE CON- BLOCK le RY)N. AMO (SEE NOTE Z N. AT BOTH VENT N IROIN MECiRL B AYIIC--jr. aMG SP II AaR STEELcmmAPE DUC111E IRON PIPE NOTES: 1. — Cd1STRUCTIDN a MTMIX FDGT JUNSDx:TION, ADDITIOMLL IREMENTS OF TIE UDl11Y ACCOYOGTION GUIDE SHALL BE 2 -ERE PRACTICAL CALNO SHLLL FYTEXD 1D FEET BEYOND EDGE Or I—EMENT AND ENALL NOT RE LF55 FNA E FEET BETdLD OF I-PT IN ANY GASL THE — YAT WIRE CASIN GFA 3. AS A CONOUgXA. ALTERNATE SPACER METNW, FOUR -A FOOT wNG, A INCH BY 4 ARE NOTCHED FORITMN PRESSURE ONCHWWOSKIDS. E. WN EELR HAVEABEVEZEOEIEUDINGFEDGLANDARECPIACEDWIDEGREESMEACHOTHERAROUND THE rllC MAT BE USED ON A CASE BY EJ.SC BASIS AS SPEGFrlLLT APPROVm Vlrtfll G TN[ OUECTOR. Sl1PPAGE GF THE SKIGS MILL RESULT IN TIE RELU— USE DF GASfADE TYPE CASINO BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 ECAST5pCj,TI axm CONCRETE GRADE SI SO. A YAi _ w• DJ. VENT PPE scRETN r ou[pyxypNDANo psTV.WLT I r1WT1HAMOCO — GROUTM0. PREIYOMEDPUS'lIC S• VLLVE ( RP.) Y ZPDM WON FADED PWO PIPE PEUC (ICJSN• DATE Y CUT OUT AND SELL JOINT p FORGE RAN OR WATER RAIN SEE MOrz 1 pp. 2• FTTTNGS AND P PEFOR i"'eRAa S[MICE SADDLE SPECOTCAOON S SECTION SOSA e• REDOING ROCKe RE m CONCRETE FWONG. ITSITE MI1N PRECAM1T 7— NON AIR DR COMBINATION AIR/VACUUY RELEASE VALVE DETAIL TORAL 4ry CNRE) CITY OF SANFORD 1 1999 FIG. 112 AREA FOR UN—T ENEEN 7 CROSS W/PLUG LRO55 W/ rtE m TWO PLUGS MD. P) AREA TO` jEE we TEE W/PLUG AREA TO. AREA FOR IENG FEE AREA C R TEE W/ bTE FNp PWO THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30• (I C (FLA PAD SH SOIAFNISHED . BRON GRADE) ]• Du. BRONZE G• ZE TKCDRC ANCHOID m W AMCN01® IN GWC. PAD #4W ARND ASPEW. —.D. SIZE OFVLLVE EOE VALVE _ -1/3• SEMI¢ dRCC110N t NO. w TURNS TO OPEN .. SCE FIG 11]) SOOO PSw. YW. !TO BE A NPPROVED B CITY) VALVES 16 INCHES AND LARGER G ED GRADE) A, 11 APrUGiBUE— E "- SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1 1999 FIG. 107 A. . EDGE (As Rm•o) HEtl05 Moon FaRM eDARos e[xwo CODE OFITUtCw tSrtlMoT.)EatEaEva 6 saL TD TRENCH WIDTX Bltt C NRUS TR pyL' (T F1RIN N AREA (30 Ff.) TNR UST BLOC o 1ff 1ff lff Tfflff B L CITY OF SANFORD NO PIPE IDENTIFICATION SEWER - FORCE MAIN AND FR VRY) CITY OF SANFORD 1999 FIG. 108 Ir mII siA• sriD:o aw"IiNGM Rae 11/lIRRIGATING WITH r , RECWYEU 1r WATER rolmo Ilr YOn0 11/ r TK ulAnv rem nAa NON Y R RFCLUYEO WATER IRRK.AIMN SGN CITY OF SANFORD 1999 FlG. 114 1-1 1. FITTINGS SH.UE BE RESTRAINED JOINT THE i 116'fALL FULL UIRGT. OF ME WfTTI IOTLL L[NGiH CONTAINING ONLY RFSTPAINED JOINTS EWAL TO OR OEATER TXAN LLNGM 51eMN IN ABLE S. —RE FIND OR YORE FITTI AREAITOG11HER. USE FITTING WHICH TIE —1 LENGTH OF R PE, A. INLNEVALVESANDTHROUGHRUNOF TEES OUTSIDE OMITS OF RE NG G mNTI J0tNTS FROM O1H. T ER FTNGS NEED NOTRERESTRUNEDS. EGTHSSNOWNIN THE TABLE NAVE BEEN CAlD11EAlm IN ACCORDANCE THC PROCE ' AS PUR1SNm FD IT dPRA.REMO11THE FOULM'ING W[ OF ME SCURNING PRESSURE'' OIP.S.L D610MATICN: EAYWG CONDTIONS TO RE GORP - M THEEMGINEEA S DPE ME OR RPE ENCASED PWTETHYI IN ENE. VSE VAWFS GNEX IN PARENTHESES ORINCREASE THE GIVEN —1 IT A FACTOR OF I3. RESTRAINED PIPE TABLE C DIP ) CITY OF SANFORD 1 1999 IFIG. 1048 6rw E s s CAUTION MODIFICATION OF THESE DETAILS BY NON —CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENTS APPROVAL OF THE SUBJECT ENGINEERING PLANS. P-r7 Z7rlr-r I IVV. G-14 SET iW OF VALVE 90% COVER (SEE FIGURE 115) ro nwsxED 4 ADE COVER (SEE FIGURE 11]) VALVE PAO IN UNPAVED ASTERS SEEFwuR foT) we \\ a \ WHFIE IEpU.R WBIE YEfER p0% f e• . z4• YDL) vS ') m')') t'• W 11• I. vXr o e 0 a U.—D AREAS Cw eeO SMISXCDORAOE (SEE DGUPE f0)) nMRXED GRADE) FINISHED GRADE YCRiL wDR V lm c Ian B• W 14 GAUGE COLOR CODED i _ BMK INSULATED LOCATE MRC La Ai r I 1' GTE VALVE D. v1 D v OJUEn CAST IRON SEE HOLE ] VALV IDF TE WIRE fv i;w S KM am v r nm rs ,Top msrrebra SNALL PFSiM MI[RFLV ADJUSTABLE EAST VALVE aW.nro r RmRL 9 L_Y®1 066C T6 eEDGING ROCK Y Ju GTE VANE ON VALVE OR nPE AND sxALL E YYN IRON VALK pOI Ta m wm a D pP BEM a*n aw.vATnN rP r pp11BO` OwurmuxBEKavrBE•T w G• PD• pEND TRUNED JaHr e• BEonNc RocK RnM OF WAY UHE BENKTnY a 1"A aBE fIOP CONTWUWS COLOR CW CWq1.DUDE RJSUTAlEO e' NE GIM ROCK LI)EAIRG MAE UNOLTMIBED BCDaM ROCK GRIH WRIEROm_)mnaRRv (m 1 sim) n MTES: 1. FIRE HA PERA SHALL E SLPMJED WTMOUT A WEEP HOLE. ORWIINAPERYANENRTPl11GGmWEEPMOIL. PNN SEPARATETICS C VATpI YY E' (ITI.) N[ a TxR•m X Dm[ MA1G MARTy Gn ro Rw (r ww) NOT@ NOTES L THE DEVDDPFR THinx191Eo ax'IA SODi10THE"ECESE SECTION. ED° ALN mP.) RIGM OF UNC L M 1[aeKA UNDm A 1. rvC [% TFN9W5 WAY BE USED ON VALVE Bat INSTAWOON. 1. PVC [ YIEN90N3 WY BE USED ON VALVE BOX INSTAl1ATRN, 2 ALL WWAAYER LU _ VALV[5 YNRTY (]0) MCH6 AM BE SUFFERRT VKV[S SEE SECf10N 521 y CLEYGNCE BEIIIEEN BOTTOM K BOL11 AND TOP OF SHEw PAD SMYL BE A 13 HCN YIRYUY. A. FI SMALL A-MCAN OAR AG TAPPEO CAP Mom, S _ alRe ns(n WIRd aUIL BE YIY[D LLawMAfvuLAai¢ vzAND wwav m il M r BEAAEAR» ro i r liwT L THE ACIWTNC NUT FOR DEEPER VALVES SNALL tt [%tENOFO M WITMIN 4 fOOi OCIIN BEIDW' FINISHED GMOE IN A[ CORDAHCE WnN SEL'DON ]DTO THE MLTIRS MANUAL OF ME URJIICS MANUAL S. COMRACTOA SHALL PROVIDE THE COT WRH VALVE RYS IN ACCORDANCE WOH S[CDW SLN OF THE UDUTIES YANGL SE -- A--. B-µ IONNCO! Ke1A OR CLOW YED.AUION F-pµ5. S.FIRE HYOIW03 SXALL BE O NII¢ SIN ACCORDANCE WRN L).3OFTIEUAL6. MAAGTOR SIWA PRO,TOE Y" THE CITY WTIH XYDRAfTT 1. ALL L INCH N E AND FF-GS SHALL BE SCHEDULE AD GA—E EO STEEL OR SRA.59 MRN iHREADEO (XPf) JOIN11. USE TEfIDN TAPE ON 1. L WLOR SUMP. BE APPROPRIATE FDA USE 1 CHWAY COHSTNKTON WILL wN ORING 9TBEND WALypNBfSE1IDNR OF AM STRAROF REC ED WATER YY AND SERVICE SNALL CONFORM L Y1MRNSAa101® GIs PanixOOE Twlxa PPS (mrv) [ A. BEAN ( a m R11rt COIca® CBE wLY[TImJx roBEIE GATE VALVE AND BOX DETAIL BUTTERFLY VALVE AND BOX DETAIL WRENCHES ANDYALVE KEYS IN ACCORDANCX W1OI SCCTION9 4E.4 AND SLI.] OF T11C .-Es WNUAL FLRE NVDRANT ASSEMBLY DETAIL LUS WRPOMTKM [ JOD6 VB pJ100 OR EWAL 1 WYAYESUBSTINT' AS APPROVED BY INC UY-ES DIRCTOL RI QWQPF VALVE DErA,a TO THE PII[NT OF THR iMNIRF_ TYPICAL SERVICE LOCATI DN DETAIL WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 400 CITY OF SANFORD 1999 FIG. 401 CITY OF SANFORD 1999 FIG. 402 CITY OF SANFORD 1999 FIG. 403 CITY OF SANFORD 1999 FIG. 404 CITY OF SANFORD 1999 FIG. 405 A m' AD _ 1ANDED AxD FIG, FR[ R C\\ Sri uw,ffD) UG AG A"° N^°' mN PIPE E °f''"a rlRm •m¢.. 00,a. GASTR[w) u quo. ArtDU P.aaaniN__AS a mar U Tm ma Rr•J aBEdn fm w mu C-4 DN D.I. MER (m) r SHa pRAD[. Imxm mADL n.a.'®. m 4 0 : Z) [ art vuvE DO• I I IUTDFF vuv[ I frrtTD ap• I p[ ®) YKwI 3 weE uvx L L sa r rr v BEND P RE) nre r x..r p ®n en v s ..,.. e JFM d DUm n ° JEFE c TD A. r vn BE rXc >on R B URE sTwP SRnaE W..v OUR.euw nor z INGu AL v BFIM `APIVRIOuItO m n Tw vrr Balm n Tw %m IN A53EYBlY a ••• m s wru n uwnv.m n x mr am m f 0z1w a 11[ IS AN, R wTuv[ IOC POS nTTP1 y. 9WL BY ai i rw o. vz vo o olJ BEma caUccm[ DgliL 51GP L04E eonm rt art RZ-7 BE yy YNOMK[ . DGLLYAx® Sf[hPOR wAa (Fl wl nDLG} BE WM•® Y RTCCIF A> mDIT (InNXDAI) wO ru. rn ov RATERww WYOI WN NOTE:BE 3. • RT'C D4tC x6n fM Imo[ F•CIatY-i[ r (mlla aaY} vow. Yv Dl o.( mn[zc aow) BEn. RwI% E eDDp} T AT Yw Asm n aK.mal PDan A GAToTwM.i lrR ac eoa)JJmyyL YLLv[ a BEwe¢ o) v IYI akin[ .•[ n v v [ r ®p s„ m m m. r m..,,,.. •"'® • a • I YYIL BE Mw[ BETRm NL wLrAl® ro IDe .., 11 w o .... WYu D BE RerAum N mn•IK d ITawTu. u. I. .DN ..D m.n or w.z WVA[ BE wBE BET.m ..a r[r.,® .0 a a« o PYm ND ru R.N. D BE aruJm w m wx s< II.+ m.Is r.m, .nx 1Ro awa or [ua FDA ASSCYp LT.GN D ANC MS[ALL/.iION 09 THE .—E. WTEA zONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A ABWE GROUND E D YN OETEttOR ECK OR RODUCED PRESSURE 70NE DETECIOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B nm.nam r Tr w.nv v DUALDOMESTIC- FIRE/FLOW DOMMIC WATER MASTER METER AccEMeLY CITY OF SANFORD 1999 FIG. 501 4 o[ na WYLL BE Iz —GI NABI wore NwKaT wDLT. IRRIG REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 DUm VALVE) UHU CHECKREDID PRESSUREDN 5 uR Y CITY OF SANFORD 1999 FIG. 503 TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A TEMPmART JUYPa wNllEafON NOTEv 1. L r A Aa T~ i Ns ..._iwi w w TMu.Kw w.in Ilan) r 6 11 ww po Is e..v• w1 i} { iis r yr rnlree N... gnr..a MPS vnrn. va r r r . rN NKTM ir. rr Nwxrw w rtn ti t Ll t PrM frw Mv. 1r w. r s.+Dr v w.., r F Tvw[ R.rp • W •v m,-Pa N r yo g aiR. lv..l a ylri.',n M.em ydr: r r- In vr T+r + n. I. w. rw r• M, wrMIr w r RrK B E. YB @pSt t2$ / Mrw.n.. w...._ ....... ..4 i A CAUTION A,a: a WwK,N' MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE W v r1 rPVP aW s..A M n. fir. w.KrY, A.r.r A UTILITIES DEPARTMENT'S APPROVAL Of THE NNrww.N I wW SUBJECT ENGINEERING PLANS. r' L, ." .......... I.. BE W._ N..... rx.a 4 TEMPORARY JUMPER CONNECTION WATER SYSTEM TESTING AND DISINFECTION LTILTV MIN SEPARAnOH REQUIREMENTS CITY OF SANFORD 1999 FIG. 5048 CITY OF SANFORD 1999 FIG. 505 CITY OF SANFORD 1999 FIG. 506 CITY OF SANFORD 1999 FIG. 507 CITY OF SANFORD 1999 FIG. 508 CITY OF SANFORD UTILITY STANDARD DETAILS —1999 APP—M. CRUMPTON PEI DET003 ern anee 1 N0. G-1 b